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2008-284 TOWN OF QUEENSBURY j 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF 0CCUP-A-N- CY Permit Number. P20080284 Date Issued: Friday, October 31, 2008 This is to certify that work requested to be done as shown by Permit Number P20080284 has been completed. Location: 7 BOGART Ct Tax Map Number. 523400-290-017-0002-037-000-0000 Owner. SCHERMERHORN RESIDENTIAL HOLDINGS, L TTa Ma Number. 523400-290-017-0002-037-000-0000 Applicant: AMEDORE LAND DEVELOPERS LLC Owner. AMEDORE LAND DEVELOPERS LLC This structure maybe occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Townhouse Issuance of this Certificate of Occupancy DOES NOT relieve the 1/ 6 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080284 Application Number. A20080284 Tax Map No: 523400-290-017-0002-037-000-0000 Permission is hereby granted to: AMEDORE LAND DEVELOPERS LLC For property located at: 7 BOGART Ct 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: AMEDORE LAND DEVELOPERS L 7 BOGART Ct Fireplace UEENSBURY NY 12804-0000 Garage Attached Q � Townhouse $120,000.00 Total Value $120,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2008-284 1676 sq ft townhouse with 431 sq ft garage and 1 fireplace $277.74 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,June 24, 2009 (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 T 77;7w r e ay,June 24, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Iforcernent Check Residential Plan Review: One & Two Family Dwellings Y /N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 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 Dampproofing/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 finder Run and Rise Spiral Not Allowed From 2° Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers 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 Outside Lowest Sleeping Area,On Every Level& Interconnected Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed + _ _ _ _ _ _ _ Community Development Office ; Town of Queerisbury - ,7412 Bnti Roau • Quet isburtl, .fret.c > Marilym Ryba, Executive Director • David Hatitt, Director f Bui?iiing & co.l<5 C:raio Broton. Zorain Administrator VVIND01VSCHEDLILE --------------- -- JOB SITE/ADDRESS: C`4, DAT=: b' , I -- - OWNER: APPLICATION NCB_: - WINDOW— UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROl GH SO FT. OPENING No.OR WINDOWSQ.FT. )PENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESSICLEAI: — HEIGHT �(v\ LETTER t`10DEL�T1'PE VENT VIUTH IN INSTRUCTIONS ON PLAN NAM CALL WIDTH HEIGHT OPENING INCHES IN INCHES A aca "J ;%6-3 7 E (-05 D 37&5 3� 3i�� (05 � C9• q a 33 �18 -3/1 ill% a,co �,cp 7 Yj q, (o d&1 Ylto 3// --- - 3 I< Pe- A gl7i H13�q 13/q 5- 913 - 3 Ile 3a1/1 ------------------- -- --- Cori munity Development Office ; ointt of Queem5buru • 7412 Bail Read • Qire,'raSbrlry, New fork •12804 '.frtnbill Ri ba, EA201tive Director • Daoiii Flatus, Director of Bui?dino & codes rc?io Brctr'rt, LOttillQ Adrrrirtistratar- ; BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED ACTUAL ----7 ACTUAL LIGHT REQUIRED SQUARE FOOT AREA OF ROOM IN LIGHT VENTILATION HABITABLE ROOM SQUARE FEET 8"OF ROOM AREA SQUARE VENTILATION-41% SQUARE OPENING FOR REMARKS FOOTAGE OF ROOM AREA FOOTAGE EGRESS rZa firA QUESTIONS 7 CALL 761-8256 OR EMAIL t codesk,gueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www_guensbury.net B 10-LTR 11-20 i OFFICE USE ONLY �37 Y ! / L✓� !4 TAX MAP NO. PERMIT N0. S,1 � �' ,. ! FEES: PERMIT RECREATION <^ !! �f�h�� ENGINEERING (If applicable) , c-� ,r � '_�, z`� E�U , i._....._.... ................................................................4._0 !. �k' kn:r�iJ.l�Es`s..i 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: ,s -r' C" d1 L"i : OWNER: ADDRESS:/ (66 W -- i�-l'. 11 b. 1 22'03 ADDRESS: PHONE NOS. �' _ lU PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCEW/6"e PHONE: J 6 S `Z5,97 LOCATION OF PROPERTY: `7 6` - ( -I— SUBDIVISION NAME: tj G PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p p APPLY TO YOUR Z �_ W O C w U. PROJECT O OJ O to = _ w emu_ U., � w ¢ a0U w o LLC'J ° C) F- j-: p 0M Z Q Q e- (n N (A O u- u- d = o2S SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE �p f 0 C�0 2 J RETAIL- MERCANTILE FACTORY OR / b — INDUSTRIAL " �J ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: fjA7 s 1cn- ESTIMATED CONSTRUCTION COST: /Z C! U G U FUEL TYPE: HEAT TYPE: *HOW MANY FIREPLACE(S):___1___AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? 010 PROPOSED USE OF BUILDING OR ADDITION:'To ajA Ci Z W,,0 ^-^ W( Z-F"I( ►3a .mac *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3.LGL 11.( Town o{n,.,,,,n.,;22JY1/ ■ Ciim if"illI ll= . 7A ) 12—, D-- J f*'%- '--L------ AT. 41—n 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 (1'V 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) 0 , , 10 , 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 zoning Laws of the Town of Queensbury. 01 o Application: , , , , 11 , , 11 I , , , , , , 0 , , BUILDING & CODES APPROVAL01 ZONING APPROVAL 1 , , 0 , , , , , ,, , DATE % DATE 11 , QUESTIONS? CALL 761.8256 OR EMAIL codes(ftueensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.aueensbu!y.net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbunj - Community Development Office - 742 Bay Road, Queensbunf, NY 12804 MAP REFERENCE: HAVILAND ROAD SUBDIVISION /'e BY.' VAN DUSEN&STEVES /� DATED: OCTOBER 14, 2005 � LAST.'REVISED MARCH 16, 2006 �1:6 a� // LOT 1 LOT 38 �c y y y y x n b t=► COMMERCIAL LOT 2 '` b Q 7 1�2 STORY WOOD cri TOWN FCL IRF y CONC. 8 ��47"E ASPHALT W y 743.2p 44.17' A 44 �o ! IRF 1 1/2 STORY WOOD F ( TOWNH US£� CO„TCRM 31.74' WETLANDS y A5PHALT COMMERCIAL LOT 3ISI �. LOT 37 o a, _+ y IRF a 11,806. 17 sq. ft. 0.27 acres N 80 Gs Sg, M IRF 117.63- w IRF o O N78 24 26O W 71 C. LOT 35 LOT 36 u H.O.A. Q, K o LANs Date. October 20, z008 Du S Map of a Survey made for 'UNAU7li0WT.ID ALTERATION OR ADDITION TO A SURVEY YAP BEARING A LICENSED LAND SURVEYORS SEAL 4 A Scale 1 =20 VIOLATION OF SECTION 7209.SUB-OM"Z OF THE ...rrr''�VV� te -ves NEW YORC STATE EDUCATION ORIGINAL LAW Mitchel D. Thompson ONLY COPIES FROM THE OF THE OF THIS SURVEY ►INKED WITH AN ORIGIN&CONSIDERED OF TIE LAND SURVEYORS '`�`�G°"�`DwmcNs°� ' * Gloria Thompson CERTOICATIONS INDICATED 11QtECN 9GNIY THAT 'On SURVEY WAS PREPARED W ACCORDANCE YATH THE Land surveyors BY THE 000E OF PRACTICE FOR LAND SURVEYORS PROFESSIONAL ADOPTED LOT 37 BY THE NEW YORK STATE ASSOCIATION OF PROFE590NAL LAND SURVEYORS,SAID CER7N7CA11RVE IS P RUN ONLY TO THE PERSON FOR WHpI THE SURVEY IS PREPARED.AND ON NC AM L To THE STIR CONFUSE HEREON. TALAND Haviland Road Subdivision 169 Haviland Road Queensbury, New York 12804 "�"'G''""°`E"°'"°DNS1171A71DN LISTED HEREON.""° TO INC ASSIGNEES OF THE LENDING WSTI7UTION.' Town of Queensbury, Warren County, New York Mitchel (518) 792-8474 New York Lic. No. 50135 1 1 NO. DATE DESCRIPTION DWG. NO. 0514G-37 -- ---------- lre Mar-Qhal's Office n. of Queensl7isry - 742 Bay Road • Queensburq, Neu York -12804 Michael' Valmer. Fire Warshal- Gary.15617mmi, 0epity Fire Alarshal ---------......--------- APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building& Use Permit pursuant to the New York State Fire Prevention&Building Code. The applicant or owner agrees to comply 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. IMPORT ANT.NOTE T APPLIC414T. ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: INSTALLER/BUILDER: C,0 ADDRESS: Al-A ADDRESS: PHONE Nos. PHONE NOS. LOCATION OF PROPERTY, 144- SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION ANDIOR INSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: —M—t 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: MODEL NO. NJ< f LISTED BY: NUMBER: QUESTIONS? CJ.�LL 7614205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: fl remarshal(M-9 u eens bury.net MASONRY" CHECK ONE ✓ --VISIT OUR INESSITE TILE STEEL SIZE IN FOR MORE INFORMATION I INCHES www.gueensbury.net ✓ FLUE CHECK ONE DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY,PLEASE PROVIDE. MANUFACTURER NAME. MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: t NAME: LOCATION: PERMIT#: Final Survey Plot Plan Auvroved Denied The attached final survey has been received by the Dept.of Community Development. Upon review th . survey CraikZre,4n,Zoning Administrator Notes: L:\.SueHemingwa)ABuilding.Codes.Inspection.FORMS\Final Survey Zoning Administmtor doc Queensbury Building & Code Enforcement - Residential Final In Iction Office No. (518)761-8256 Arrive: I `' am p /-Deplact: am/pm Date Inspection request receiv : Inspect is Initials: �—� p 4 NAME: PERMIT#: LOCATION: - DATE: rw TYPE OF STRUCTURE: Comments: Yes o NIA 4" Building Number Address visible from road Chimney Height/"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 IV 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 Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade awa from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/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 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed propped Gas Logs in Sealed o I re Final Electrical Final Survey Plot Plan Arc fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer De t. Ins coon Sticker qfog 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 Forrn_revised_100405.doc;Revised January 7,2008;Revised 6/2601 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm epart: am/pm Date Inspection request received: Inspector's In tials: j NAME: PERMIT#: / LOCATION: _ DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete PIatform at all exterior doors 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 Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s . ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation 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 Tern 110 Enclosed Stairs Sheetrock Underside minimum Yz"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched ara a fireproofing/3/a hour fire door/door closer uct work Sealed properly Gas Logs in Sealed or Glass Enclosure /I/ 14_ mal Electrical Final Survey Plot Plan ��"4L— As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required ` Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc f' r Foundation Inspection Reportsable Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg oundation Waterproofin Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspe quest received: Queensbury Building & Code Enforcement Arrive: _ am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: ��lT-`r/J/c' INSPECT ON: T&z o 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 / Head 50 P.S.I for 15 minutes Insulation Residential Check I Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated s aces Combustion Air Supply for Furnace Duct work sealed properly / No duct to e COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: � �2 NAME: A,-\ e� PERMIT #: dv" ,q LOCATION: T INSPECT ON: Z TYPE OF STRUCTURE:/ Y N NIA Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 Y2 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 insulation/ Residential Check/Commercial Check r�G L JA) T ek or Similar Exterior Sealant Pro er Vent, Attic Vent V 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 r Framing Airesiopping Inspection Report 1/ Officil No. (518) 761-8256 Date Ins request deceived: Queensbury Building&Code Enforcement Arrive: am/ LI.Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: _, '�; - PERMIT# � � LOCATION: INSPECT ON: L TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing ttic A ss 22" x 30" minimum P 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 F' a separation 1, 2, 3 hour ire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side i4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) /20 in. OM 5.7 sf above/below grade 5.0 sf grade .0/ 1 LABuilding&Codes Fortes-01-Muilding&Codesllnspedion FonnsTranft Firestop pedion Reportdoc Revised January 7,2M Job Truss Truss Type Oty Ply 7-11 Bogart I Amedore E8060175 n-R COMMON 1 1 OS:1,UNITS:0.5 JLFIDJR 114404931 Job Reference(optional PROSuild East LLC,Kingston,NY 12401,Jennifer Fichter 7.050 a May 22 2008 MTek Industries.Inc.Thu Aug 21 15:22:44 2008 Page 1 1 5-2-12 1 10-2-0 16-11-7 1 18 10-4 1 26-6 0 5-2-12 4-11-4 6-9-7 1-10-13 7-7-12 CONDITION:TAPER B.C.STARTING AT 0-1-0 LEFT END TO 0.0-0 AT JOINT 9. sxs LUMBER AND CONNECTOR PLATES s \ TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE MUST BE FULLY EMBEDDED AND UNDISTURBED. ADD 2 X 4 SPF NO.2 OR BETTER,CUT TO FIT TIGHT u.ao hz sx^' sa 3-0-0 3 9 6 2 I \J Bxt1�� i ti c ® --54 sxs' ,. 16"X36" 16"X24" sxn II a ,5 12 11 19 ,o 0 M= 5-2-12 10-2-0 16.11-7 18-10-4 26-6-0 5-2-12 4-11-4 6-9-7 1-10-13 7-7-12 Plate Offsets X Y: 1:0-3-8 Ed a 3:0-1-4 0-1-8 4:0-0-12 0-5.12 5:0-2-B Ed a 6:0-1-12 0-2-0 10:0-1-12 0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 50.0 10) Plates Increase 1.15 TC 0,93 Vert(LL) -0.11 10-12 >999 360 MT20 197/144 (Ground Snow=6 Lumber Increase 1,15 BC 0.66 Vert(TL) -0.19 10.12 >999 240 TCLL 10.0 BCLL 0.0 Rep Stress Ina YES WB 0.66 Horz(TL) 0.04 8 n/a nla ' BCDL 10.0 Code IRC2003ITP12002 (Matrix) Wind(LL) 0.01 1-13 >999 240 Weight:171 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, (P) 4-5.2 X 6 SPF No.2,5-7:2 X 4 SPF 240OF 2.0E and 2-0-0 oc purlins(6-0-0 max.):4-5. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SPF No.2*Except` WEBS 1 Row at midpt 4-10,5-10,6-9 3-13:2 X 4 SPF Stud,7-8:2 X 6 SPF No.2 with 2 X 4 SPF No.2 with 2-12d(0.1 31"x3.251 nails and cross brace spacing of SLIDER Left 2 X 8 SYP No.2 3-10.6 20-0.0 oc. REACTIONS (Ib/size) 1=1648/0-3-8,9=1440/0-3-8,8=915/0-3-8 Max Horz 1=201(LC 7) Max Grav 1=2128(LC 2),9=1591(LC 3),8=1168(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2453175,2-3=-1924/102,3-4=1757/187,4-5=-616/167,5-6=-1018/260,6-7=-1113/90,7-8=1090/72 BOT CHORD 1-14=94/1460,13-14=-94/1460,13-15=-94l1460,12.15=-94l1460,11-12=53/1072,11-16=-53/1072,10-16=53/1072,9.10=-30/459,8.9=103/592 WEBS 3-13=0/207,3-12=-614/144,4-12=-32/731,4-10=-877/40,5-10=-150/150,6.10=-34/1032,6-9=1483/97,7-9=-140/258 NOTES 1)Wind:ASCE 7-02;90mph;TCDL=6.Opsf;BCOL=6.Opsf,h=17ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-02;Pg=65.0 psf(ground snow);Pf=50.0 psf(flat roof snow);Category 11:Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6)The Fabrication Tolerance at joint 7=16 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. ! OF NEWt- 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC wl 2-10d nails. X1` N l� 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. (�� fiG 05.l� LOAD CASE(S) Standard r ATTACH 1/2"PLYWOOD OR OSB GUSSET(15l32"APA RATED SHEATHING 32/16 EXP 1) � TO EACH FACE OF TRUSS WITH 10d(3.0"X.131")NAILS DRIVEN THRU BOTH SHEETS rn UJI OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: LU 2 x 3's-1 ROW @ 0-4-0 O.C.2 x US-3 ROWS @ 0-4-0 O.C. Q 2x4's-2 ROWS @0.4-0O.C.2 x 8's AND LARGER-4 ROWS @0-4.0 O.C. Q �O 077�6 Ahh NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A 'T NET 0-2-0 O.C.SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. op)zs sli o August 21,200 A W.BRMAr,-Vefjy design parametrrsandRRA i+f0783ONTwsAmarr,=ED RE,FERENczPAGEMII-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown iTe k is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria.DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite x300 Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. j Chestertieltl.MO 63017 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 2- o 4 Queensbury Building &Code Enforcement Arrive: am/pm �lD Dee,part: \ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: /f / NAME: PERMIT LOCATION: �� ;5 ArT_ INSPECT ON: -37 TYPE OF STRUCTURE: 1� Y N N/A R2Wh Plumbing/Nail Plates Plumbin Vent l Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/&I. �'-5 P. �hWinnection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Re Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm part: " - am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: -2PI LOCATION: -� INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses jVvCKo-r13olts or less on center Ice and water sh' d 24 inches from wall ire separatien1l, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side i4 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. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OMBuilding&Codesvnspedion ForrnslFraming Firestopping Inspection Reportdoc Revised January 7,2008 Framing I Firestopping Inspection e rt Office No. (518)761-8256 Date Inspection request received:Queensbury Building &Code Enforcement Arrive: am/pm _part: `� am/pm 742 Bay Road, Queensbury, NY 12&M Inspector's Initials: .. NAME: f PERMIT#: LOCATION: INSPECT ON: - TYPE OF STRUCTURE: v Framing Y N WA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naus each side Draft stopping 1,000 sq. ft. floor trusses or less on center Ice and waters Id 24 inches from wall ` �4�1' kill'- ration 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X �f� Garage side 518 inch Type X l Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-MuNding&Codes\inspecdon Forms'Frarrang Fi estoming Inspection Reportdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio req v 7 l Queensbury Building&Code Enforcement Arrive: p Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initial . y NAME: ,Ys�l° P #: LOCATION: INSPECT ON: ! G TYPE OF STRUCTURE: Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour inforcement in Place e ay in place oundation Waterproofm Footin li t or Sump 12 inch width 6 inches above footing et areas under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 1 . Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: )4keo ,��''�- PERMIT#: LOCATION: INFECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the oncrete. s r this on site. Foundation/Wallpour Rem orcement in Place 2, Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: - o e Queensbury Building&Code Enforcement Arrive: am/pm Dep am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: _ 0 LOCATION: 11 - INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. s or . se on site. Foundatioft/Wallpour hU 12e5."Y" ' Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspec Lion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectio t ed Queensbury Building&Code Enforcement Arrive: �� Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initi NAME: RMIT#: LOCATION: INSPECT ON: TYPE OF STRUATIURIE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm part: am/pm Date Inspection reques received: Inspec is Initials: NAME: Yam. PERMIT#: LOCATION: 2 DATE: TYPE OF STRUCTURE: Comments" Yes No N/A ,C_Building Number Address visible from road yr Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake rV 0 L) 3 inch Plumbing-Vent through roof minimum 6 inches 0— �� 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 Railings 34 inches to 38 inches Deck Bracing/Handica Ram Compliant from Grade awa foundation 6 inches with 10 feet 6 inch clearance to silt plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertt ht Safety glazing/Window in stairwells sR§ty glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batter backu Attic aocess 30 inches x 22 inches x 30 inches_(height)in accessible area Crawl Spaces 18 inch x 24 inch access, i .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 ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater oll2rating 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 work Sealed property Gas Loge in Sealed or Glass Enclosure Final Electrical Final Surve Plot Plan Are Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required 4 Oka 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 r REScheck Software Version 4.1.3 Compliance Certificate Project Title: Townhomes at The Havilands Report Date:06/02/08 Data filename: K:\RESCHECK\havilands\7Bogart.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County, New York Construction Type: Multifamily Heating Type: Non-Electric Glazing Area Percentage: 8% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 7 Bogart Ct. William Balogh Queensberry,NY 12804 Amedore Homes Inc. 1900 Western Avenue Albany,NY 12203 518-456-1010 wbalogh@amedorehomes.com Compliance�Passes Compliance:40.3%Better Than Code Maximum UA:494 Your UA:295 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or ■.. Perimeter U-Factor Ceiling 1:Raised or Energy Truss 1676 30.0 0.0 54 Wall 1:Wood Frame, 16"o.c. 1602 19.0 0.0 86 Window 1:Wood Frame:Double Pane with Low-E 113 0.350 40 Door 1:Solid 56 0.280 16 Door 2:Glass 8 0.310 2 Basement Wall 1:Solid Concrete or Masonry 1406 11.0 0.0 97 Wall height:7.8' Depth below grade:6.0' Insulation depth:7.8' Furnace 1:Forced Hot Air90 AFUE Air Conditioner 1:Electric Central Air13 SEER 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 D e pF NEWyo �. STEp�'� \ ' 45% y FESSI��A Project Title: Townhomes at The Havilands Report date: 06/02/08 Data filename: K:\RESCHECK\havilands\7Bogart.rck Page 1 of 4 CREScheck Software Version 4.1.3 NJ( Inspection Checklist Date: 06/02/08 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.0'bg/7.8'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:90 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER 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 clearly 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: Project Title:Townhomes at The Havilands Report date:06/02/08 Data filename: K:\RESCHECK\havilands\7Bogart.rck Page 2 of 4 Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. Return ducts in unconditioned attics or outside the building are insulated to at least R-6. Supply ducts in unconditioned spaces are insulated to at least R-11. Fl 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 18113. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: 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. Ll 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: Lj 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:Townhomes at The Havilands Report date: 06/02/08 Data filename: K:\RESCHECK\havilands\7Bogart.rck 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 Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 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 Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 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: Townhomes at The Havilands Report date: 06/02/08 Data filename: K:\RESCHECK\havilands\7Bogart.rck Page 4 of 4