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2008-544 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. P20080544 Date Issued: Thursday, August 13, 2009 This is to certify that work requested to be done as shown by Permit Number P20080544 has been completed. Location: 3 HARRIS St Tax Map Number. 523400-309-006-0001-069-002-0000 Owner. PACE BUILDERS, LLC Applicant: PACE BUILDERS, LLC This structure maybe occupied as a: Garage Attached By Oder of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the _ F a ° property owner of the responsibility for compliance with Site Plan, i 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,Qmensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080544 Application Number. A20080544 Tax Map No: 523400-309-006-0001-069-002-0000 Permission is hereby granted to: PACE BUILDERS, LLC For property located at: 3 HARRIS St 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: EDWARD & BEVERLY KERB 47 GARRISON Rd Garage Attached GLENS FALLS, NY 12801 Single Family Dwelling $85,000.00 Total Value $85,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-544 1226 SQ FT SINGLE FAMILY DWELLING WITH 426 SQ FT ATTACHED GARAGE $189.72 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, October 20, 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 o eens)�4 n'', F Monflay, October 20,2008 SIGNED BY ( ` ,f ; for the Town of Queensbury. Director of Building&Codenforcement '- �J Check Residential Plan Review: One & Two Family Dwellings Y/N/N/A 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 o 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 D �pproofing/Waterproofing Materials On Plans F ation Drainage On Plans, if required 6"Drop in 10' Exterior Grade taming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where tl Rgquired ce and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls latf tins At Exterior Doors ,Airway Headroom 6' 8' All Stairs 36"Width tair Run and Rise Winder Run and Rise Spiral Not Allowed From 2nd Story po ke Detectors Battery Backup and Proper Location "'Bathroom Fixtures Proper Clearance Hall Width, 36"min. andrails More Than Four Risers On Open Sides ailing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. a ty Glazing Notes For Required Areas arage Fire Separation G age Floor Sloped At 'c Access "'Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Wbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& terconnected oil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed -----------------------------------, OFFICE USE ONLY PROJECT NAME: STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: ------ SINGLE FAMILY DWELLING _.__. _. ...._..... 1 Building Permit Application Completed? OYES NO N /A 2 ; Energy Form or, CheckMate Energy Code C o m pliance / Forms Complete? (2-copies) V .. .. -...._.........._....... .. ...... ......._ T Energy Code Inspector's Report from Checkmate 3. Program? (2-copies) V .... __ _..- ;.... 4 Septic application completely filled out? v, / -.... --(if applicable).............._._.__._._......_.._........_............-- 5. ; Electrical Inspection Form complete? {............_ ........ . ...--_.... 6. Two (2) sets of the plans each of the following: YES NO N /A ,...._.......-....-_...,_...- ......._.................._........_....................._....__....._...-....................._.......--_.._._...---........._....._.._...._........_...._.._. ..__....__........_. a. Floor plans (s)? _. --- ---.....-.._..-.__...._..------.._..................-......-......-------......................_..--- .........._._._.. . _ ........ _................._..._..._ __.____.. . .. b. Foundation plan? c. Cross sections (s)? ----............................_... ..........._.._................_................._................ _...- .. ._.................._ ....................._.............. ...__.... ............._............. _ ............... d. Elevations? ......._.........._._.__..._._............._....._........._........_.....__........_..............._........_......................-..................._.__............... ._...._..............................._._.........................................................._......................._........... .._...._............._............._....... ........_...._...._.; e. Window and door schedule? ........ _.._._._.... ..-.._.._.._........._......._._.. _. .._._..... .. ....... -. _....... ........... ... _ f. Natural Light, Ventilation and Emergency Egress / Requirements?........ .... .... . j. .-/ .... .-... .. ------ ._ . ..........._._. -...._...._ _ ..... g. Plans signed and sealed by registered architect or j I engineer? i � ! ................_.....__... ...._._...._._...__._.._.........._...__._....._-._._...__._..-..............................__.........._._. ........_._........................_...._._....-_-...__......_.............................._....._................................._......_.... _... .........._.............. ...-----._................._ Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic s stem or sewer line? ;._..... ._-_.........V ..__........ ....__.__.............--................._._...__.....__...._.........._._.__._.._._..__............._.....-_......._._.....__..._....-_-........_-......-.....................__.._.._..._......_...-..._._.._..._._../............._.._........................._......... ....__......_..._..... 8. Setbacks from property lines to new structure? V _.._..._... .._._... -_ _.-..__..._........_.............._...._..._....._.........._............--._................._....._......_.................._._....................__........_.............................__.......__........_..._............................_._............._.._...._.....................;-..._.._._. Setbacks to neighboring wells and septic systems, 8. including onsite well and septic s_ stems if applicable)? Y y. (__......_ . ... ;..... . .._.... .........._...._.. _ 9. Driveway Permit? Town of Queensbury • Community Development Office • 742 Bay Road, Q.teensbury, NY 12804 B 12-LTR 11-05 it --OFFICE USE ONLY ,,.____________________ (c TAX MAP NO. PERMIT N0. ERMIT FEE i i � 0 11 APPROVALS: ZONING TOWN CLERK ' ' ___________________ _______ APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITI A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER:�(LCeull '�r� LI�G� INSTALLER: 5&,111,2"o" ADDRESS: 2Z Leali );0%/ ADDRESS: PHONE NOS. '6 6W J/36J'Yl'S 7� PHONE NOS, LOCATION OF INSTALLATION: ff�iln.re I" OF............. ...........f.........................................................................;.............................................................I....................... RESIDENCE INFORMATION. I YEAR BUILT BEDROOMS X I COMPUTATION= = TOTAL DAILY FLOW ................................. . 1........................................... .................... ..... ................................................................... GARBAGE GRINDER 1980 or older i X ; 150 gallon per bedroom i s i INSTALLED? ................................................:..................................... ........................................a...........I............,.....................................I....................... 1981 -1991 I X 1 130 gallon per bedroom I........ ...................................................................................;...........;................................. ... = ; SPA OR HOT TUB .... .................................,...........;.........,,..............,...............................• 1992-present I I X j 110 gallon per bedroom = INSTALLED? ...........................................................................................c............t..........................................................................1...........r................................................................. .........i PARCEL INFORMATION: d' bt, ✓ TOPOGRAPHY: FLAT ROLLING i/ STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND L/ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? (o� BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? / ✓ DOMESTIC WATER SUPLY: MUNICIPAL V WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS _p&-ffic.,I PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TAN GALLON (M N. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH ✓ TOTAL SYSTEM LE'NG H: �� FT. SEEPAGE.PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS.!TOTAL CAPACITY: GAL. :....................:...............:...::.. ...:...:.. ....,. ...............:.:,.,.:........... .::.::.:.,.:..,.,.:.:.:.,.:.,.,. j NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. .........................................:....:�..........................,............... ........ ......:.. ... ........:,..�........ ........ ................ .......... ,,,.,........ For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of (4i4p 1-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. sburv.net MORE INFORMATION burv.net yL� O O Signature of Perso esponsibie Date �;b Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 _. r. .., ...........................................OFFICE USE ONLY ......... I _..._...........__. I ` - TAX MAP NO. ' PERMIT NO. ; FEES: PER RECREATION ENGINEERING ; (If applicable) 0........................................................................... .....! ........ _....__....: 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: Pock OWNER: S7�t1Ju/ ADDRESS: e L/3 ✓°(/i 4 ST G/A#y-JYA44 0/ ADDRESS: PHONE NOS.7��' y�yG e-edu} y6 PHONE NOS. CONTACT PERSON FOR B ILDING &CODES COMPLIANCE40 Y) NaleSen PHONE: `(4fg' LOCATION OF PROP TY: Sff�%YLy1 �y /' "' J 60 SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p OJ w U APPLY TO YOUR Z t= O U) PROJECT 0 � w Q d = U w JU- LL. � 0 z Q Q LL a z d � � O � W � (A N U) O LL. F- IL CL 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) ` TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR U INDUSTRIAL f (Q ATTACHED / GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL NAME OF BUSI NESS: ESTIMATED CONSTRUCTION COST: ,Sri FUEL TYPE:_/1/r hr&j 604— /'� HEAT TYPE: w# a `HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): `-/ ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? A10 IS THIS A HISTORIC SITE? A/0 PROPOSED USE OF BUILDING OR ADDITION: ke-IlAn c e- 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 = Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ►V� ARE THERE EASEMENTS ON PROPERTY? U 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 state.ment/descr'Iption of the work pro posecfi-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. 1 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 nd agre to the above. r 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) _______________________________________, _____ 01 Permission is hereby granted to the above ; 0, 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. Application: BUILDING & CODES APPROVAL o, ZONING APPROVAL 0 I 11 DATE ; DATE :..................... ................. QUESTIONS? CALL 761.8256 OR EMAIL codes(d1gueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: U��:= Town of Queensbury - Commutrity Development Office - 742 Bray Road, Queensbury, NY 12804 .7> a►: .. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Day Ro ---• Queensbury 684 E 0 Mj IE Date receiv AUG 13 2009 TOWN OF QUFFNSBURY BUILD 'G& CODES NAME: LOCATION: t 5 1 PERMIT#: (96 r �-f— Final Survey Plot PIan A raved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the surve has Craig 1364,Zoning Administrator L.)SueHemingway%uiming.codm.hupoctian.FORMS\Final Survey Zoning AdminL*aw doc p o< E;: 3 D 0 �� £ � o O O CD I o �� (7 `D N O rn '� rn 5 Harris St. Fcoo m N o rn c ,� Daniel R. and Emily E. McPhee < 0 (D o.= o N Q cn ' N 0 oN a o O • N 18'2923 E z o— o•'Do - , - - � 140.61' • o— T T`i p zn a C O' l J W�- _ N 8.00 CDw rq - �E :5.1 rt 0 3 N n `° �o — - - --- - - - o `I` — 49.9' 0 + ��T CD I Z $ , 1 Z = m t0 CD rn � DRIVEWAY (Aa�o w N � I D_ II o Nos�� OD I N o I Z L SIDEWALK 0 N (D 5. < 0 Q , as x�? N < (D 4 0 U Rl CDIV 00 00 00 o co r v a iZE rn y `D O (n\ a to —h 4 U) ►�� j � �1 c �� S � N CD (b � CL CD o n m � -p C N rn `ram rn , oSia o n d � CD aima '—' Q• < �0 1 S12'06 Q � _o " 10 o cfl I rt� o -`0 Q ' f lams St. * a LL C `c BL o -- ,,. B -Z o CD a , Pa�k3622 P258 m 3 a a o T 1 Q � a (D o �v$N v I v 0Go9,c I I CD 'k w n 3 2 cn �— n 'g o m \/ o < O CD co CD a 4 o o SC7? a < v CD GOB CD [�(A O C W D �-D rt a o F--+ CD fD = 0 o Q Ge m m �� px Ci oo , -w 90 GID� �D Z ro r• tam ,�, c� �p n o o e CJ rJ eje'fm I -0 — .� coS zc�, a= o oma� , �� WmM e! o N CD '� a Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive, ,��ia /pm,(?Depart: am/pm Date Inspection request received: 5 �J� Ins�ctor s I NAME: L\-V5 I LL C PERMIT#: G -S LOCATION: r r e DATE: e _ TYPE OF STRUCTURE: Comments: Y ft WA 4" Building Number Address visible from road 7— 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 _ 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 es 36 inches or more Handrail Termination at Newell Post or Wall interior/Extedor Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off tN=ed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells pf2ty 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 .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 op2rating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Game fireproofing/%hour fire door/door closer Duct work Sealed DroperIv Gas Loge in Sealed or lass ure _ Final Electrical Final Survev Plot Pidd V kN 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 �F Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\inspection FonnsWesidential Final Inspection Forrn_reviseck_100405.doc;Revised January 7,2008;Revised 8/26/08 , r"f Rough Plumbing / Insulation lnapec ri Report Office No. (518) 761-8256 Date Inspectioprequest received: Queensbury Building & Code Enforcement Arrive: am/pryZ Depart: am/pm 742 Bay Road, Queensbury, NY 128.04 Inspector's Initials: i NAME: Er.42 PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cieanout 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/ _ d 56 .S.i fo 15 minutes Insulation/OVesidential Check/Commercial Check imilar Exterior Sealant Proper Vent, Attic Vent L 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 -fir Framing / Firestopping Inspection �, ort Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/prn n /Depart: am/pm 742 Bay Road, Queensbury, NY 12MM Inspector's I itiais: NAME: P��Cam. PERMIT LOCATION: �� a y7ca S INSPECT ON: - TYPE OF STRUCTURE: � Y N N/A Framing COMMENTS: Ic 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 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Pie 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 518 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-=\SuildN&CodesUnspecrtbn FomisTmn fing Fi eslopp ft Inspection ReporLdoc Revised January 7,2006 1- 3 - 1 ,13 Rough Plumbing / Insulation nsp idn Report Office No. (518) 761-8256 Date InsQ request received: Queensbury Building &Code Enforcement Arrive: am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 Ins is Inials: �/ "�FNAME: 4 PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbin /Nail Plates /Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chan a 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.1 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 Reportrevised Nov 17 2003, revised February 16,2006, revised January 7,2008 Framing / Firestopping Inspection R rf Office No. (518)761-8256 Date laspe n request received: Queensbury Building&Code Enforcement Arrive: �l`` arri/ptn Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS Attic Access 22'x 3W minimum Jack Studs J 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 J Holes J Bearing Walls Metal Strapping for Notches Top Plate 1 'h w 18 gauge 8 16D naffs each side Draft stopping 1,000 sq. ft. floor trusses ft. or less on center Ice and waters Id 24 inches from wall 1 ration 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 CeilingANall Windows Habitable Space J Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilci ft&Codes Forms-M%Building&CodeMinspection FonnsTrwing Freshngft IAspection Report.doc Revised January 7,2008 4e Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: ' " PERMIT NO.: J 7 LOCATION: /-a. -'SA INSPECT ON: RECHECK: Comments and/or diagram Soil T Loam / Clay Type of Water: u al/ Well Water Water me sepVation distance ft. Vk4sodparation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A Absorption Field: Total length Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size / T Building to tank L Tank to Distribution Box Distribution Box to Field Pit << Opening Sealed: N End Cap N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as r Plot Plan Y N Engineer Report and As-Built Y N Location of Syste n roperty: Front ear Left Side Right Side Middle Front Middle Rear SystemUse Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspecuest received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: -Tall'- PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings P' 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1 12 inch width 6 ' above footing 6-mil� 1 for wet areas under s lc 11 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 t, 7�c_� Foundation Inspection Report Office No.(518)761-8256 Date Inspection uest received: Queensbury Building&Code Enforcement Arrive: : m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initialme 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 Dowe in place Foundati pproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing for wet areas under slab Backfill Apt val nder Slab PVC/Cast?Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Fo undation Inspection Report Office No.(518)761-8256 Date Inspec ion request received: Queensbury Building&Code Enforcement Arrive:'_am/pT, Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �ja, NAME: PERMIT#: L�es- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA 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 einf 'ment Place N Foot' g Dowel or Keyway in place F Fo oundkim6ampproofing 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report r Office No.(518)761-8256 Date Inspectiuest received: Queensbury Building&Code Enforcement Arrive: Q. ` am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: NAME: � � PERMIT#: % Y LOCATION. INSPECT ON: 1K) C)1) TYPE OF STRUCTURE: CAmmenb Y N N/A Footings 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 Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfiill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buildiing&Codes\Inspection Forms\Foundaiion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall A 627 Maple Avenue �JG Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Transmittal To: Dave Hatin—Town of Queensbury—Code Enforcement From: Ethan Hall NOV 11 Date: 14 November, 2008 Re: 3 Harris Street—PACE Builders At the above referenced project location the applicant has an option to make the permitted residence into a 4 bedroom unit by making interior modifications to the approved plans. In the event that option is exercised the applicant would prefer to install a septic field capable of accepting the flow for the 4 bedroom unit at this time. The site plan has been revised to reflect this option and will be installed as indicated on these revised plans. If there are any questions please call to discuss. YAPace CommunitiesWarris Street-Qb3AFALLS MODEUTransmittal 13 Nov 2008.doc TEXT Page 1 of 7 Corrugated Stainless Steel Tubing (CSST) Proposed DRAFT TEXT for consideration for adoption at the� ;; 'Meeting DRAFT TEXT Subdivision (d) of section 1220.1 of title 19 NYCRR is amended by adding new paragraphs (9), (10) and (11) to read as follows: (9) 2007 RCNYS Section G2411.1 For the purposes of applying the 2007 RCNYS in this State, the text of Section G2411.1 in Chapter 24 of the 2007 RCNYS shall be deemed to be amended and restated in its entirety to read as follows: ` I jW bpnt�ing. Each above-ground portion of a gas piping system that is likely to become energized shall be electrically continuous and bonded to an effective ground-fault current path. In addition, if any portion of the gas piping system includes corrugated stainless steel tubing CSST shall be installed and bonded in accordance with the stricter of- "I. The manufacturer's installation instructions, or "2. The following requirements: The CSST shall be bonded in accordance with NFPA 70-2005, section 250.104, using a bonding clamp approved for steel pipe to provide an adequate bonding connection which is continuous. The approved bonding clamp shall be installed to a piece of schedule 40 steel fuel gas pipe, not less than three inches in length, which shall be installed in the gas piping system at a http://www.dos.state.ny.us/code/CSST.htm 4/3/2008 BUILDING PLANNING R311.5.8 Special stairways. Circular stairways, spiral mm)in height.Open sides of stairs with a total rise of more than ' stairways,winders and bulkhead enclosure stairways shall 30 inches(762 mm)above the floor or grade below shall have comply with all requirements of Section R311.5 except as guards not less than 34 inches (864 mm) in height measured specified below. vertically from the nosing of the treads. R311.5.8.1 Spiral stairways. Spiral stairways are per- Porches and decks which are enclosed with insect screening mitted for interior use as a component of the means of shall be provided with guards where the walking surface is lo- egress from a habitable room,a basement or an attic,pro- cated more than 30 inches(762 mm)above the floor or grade vided the minimum width shall be 26 inches(660 mm) below. with each tread having a 71/2 inch (190 mm)minimum R312.2 Guard opening limitations.Required guards on open tread depth at 12 inches from the narrower edge. All sides of stairways, raised floor areas, balconies and porches treads shall be identical, and the rise shall be no more shall have intermediate rails or ornamental closures which do than 91/2 inches(241 mm). A minimum headroom of 6 not allow passage of a sphere 4 inches (102mm) or more in feet 6 inches(1982 mm)shall be provided.A spiral stair diameter. is not permitted to be the only means of egress from a story of a building. Exceptions: R311.5.8.2 Bulkhead enclosure stairways. Stairways 1. The triangular openings formed by the riser,tread and serving bulkhead enclosures, not part of the required bottom rail of a guard at the open side of a stairway are building egress,providing access from the outside grade permitted to be of such a size that a sphere 6 inches level to the basement shall be exempt from the require- (152 mm)cannot pass through. ments of Sections R311.4.3 and R311.5 where the maxi- 2. Openings for required guards on the sides of stair mum height from the basement finished floor level to treads shall not allow a sphere 4 3/8 inches(107 mm)to grade adjacent to the stairway does not exceed 8 feet pass through. (2438 mm),and the grade level opening to the stairway is covered by a bulkhead enclosure with hinged doors or other approved means. SECTION R313 R311.6 Ramps. ' R311.6.1 Maximum slope.Ramps shall have a maximum slope of one unit vertical in eight units horizontal(12.5-per- [F]R313.1 Smokt2�Stoke ala ;shall be installed in cent slope). the f� s: R311.6.2 Landings required.A minimum 3-foot-by-3-foot 1. In eft Ong room. (914 mm by 914 mm)landing shall be provided: 2. Outside each sq , lj area in the immediate vi- 1.At the top and bottom of ramps, cn 2.Where doors open onto ramps, 3. On q da abaable I 3.Where ramps change direction. attics.In dwellings or dwelling units with split levels and R311.6.3 Handrails required.Handrails shall be provided without an intervening door between the adjacent levels, on at least one side of all ramps exceeding a slope of one unit a smoke alarm installed on the upper level shall suffice vertical in 12 units horizontal(8.33-percent slope). for the adjacent lower level provided that the lower level is less than one full story below the upper level. R311.6.3.1 Height. Handrail height, measured above When more than one smoke alarm is required to be installed the finished surface of the ramp slope, shall be not less m within an individual dwelling unit the alarm devices shall be in- than inches (864 mm) and not more than 38 inches terconnected in such a manner that the actuation of one alarm (965 mm). will activate all of the alarms in the individual unit.The alarm R311.6.3.2 Handrail grip size. Handrails on ramps shall be clearly audible in all bedrooms over background noise shall comply with Section R311.5.6.3. levels with all intervening doors closed. R311.6.3.3 Continuity. Handrails where required on Exception: Interconnection is not required where smoke ramps shall be continuous for the full length of the ramp. alarms are permitted to be battery operated in accordance I Handrail ends shall be returned or shall terminate in with Section R313.1.2. newel posts or safety terminals.Handrails adjacent to a All smoke alarms shall be listed and installed in accordance wall shall have a space of not less than 1.5 inches (38 with the provisions of this code and the household fire warning mm)between the wall and the handrails. equipment provisions of NFPA 72. R313.1.1 Existing buildings undergoing repair, alteration, SECTION R312 change of occupancy, addition or relocation shall be pro- GUARDS vided with smoke alarms as required by Appendix J. R312.1 Guards required.Porches,balconies or raised floor [F] R313.1.2 Power source. In new construction, the re- surfaces located more than 30 inches(762 mm)above the floor quired smoke alarms shall receive their primary power from or grade below shall have guards not less than 36 inches(914 the building wiring when such wiring is served from a com- 46 RESIDENTIAL CODE OF NEW YORK STATE SA� REScheck Software Version 4.1.3 Compliance Certificate Project Title: New Model Home Report Date: 10/06/08 Data filename:Y:\Pace Communities\River Park at the Cove\Falls Model\Falls 3\Falls-Alt.rck 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: 14% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Lot 3 Hams Street PACE Builders LLC Ethan P.Hall Queensbury,NY 12804 243 Ridge Street Rucinski Hall Architecture Glens Falls,NY 12801 627 Maple Ave Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com ,Compliance: Compliance:13.6%Better Than Code Maximum UA:330 Your UA:285 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Raised or Energy Truss 1226 30.0 0.0 39 Wall 1:Wood Frame,16"o.c. 1368 19.0 0.0 69 Window 1:Vinyl Frame:Double Pane with Low-E 152 0.350 53 Door 1:Solid 20 0.330 7 Door 2:Solid 18 0.300 5 Door 3:Glass 33 0.370 12 Basement Wall 1:Solid Concrete or Masonry 1155 10.0 0.0 100 Wall height:7.6' Depth below grade:6.3' Insulation depth:5.0' Furnace 1:Forced Hot Air92 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 al e,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specificati afear[ this Code. I�AU. - lit 1`i�i1' L1G Name-Title Sicp a rjt j 14 g• Date Project Title: New Model Home Report date: 10/06/08 Data filename:Y:\Pace Communities\River Park at the Cove\Falls Model\Falls 3\Falls-Alt.rck Page 1 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 10/06/08 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,7.6'ht/6.3'bg/5.0'insul,R-10.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl 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:0.330 Comments: Cl Door 2:Solid,U-factor:0.300 Comments: ❑ Door 3:Glass,U-factor:0.370 Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 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. Project Title: New Model Home Report date: 10/06/08 Data filename:Y:\Pace Communities\River Park at the Cove\Falls Model\Falls 3\Falls-Alt.rck Page 2 of 4 Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. Return duds in unconditioned attics or outside the building are insulated to at least R-6. Supply duds in unconditioned spaces are insulated to at least R-11. Return duds in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return duds in basements. Duct Construction: 0 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 181B. 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: 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. O 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: 0 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. Ll Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Ll 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: New Model Home Report date: 10/06/08 Data filename:Y:\Pace Communities\River Park at the Cove\Falls Model\Falls 3\Falls-Alt.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 PressurefTemperature 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: New Model Home Report date: 10/06/08 Data filename:Y:\Pace Communities\River Park at the Cove\Falls Model\Falls 3\Falls-Alt.rck Page 4 of 4