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2008-323 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: P20080323 Date Issued: Wednesday, June 26, 2013 This is to certify that work requested to be done as shown by Permit Number P20080323 has been completed. Location: 7 BIG BAY Rd Tax Map Number: 523400-316-017-0001-034-000-0000 Owner: PRO-CRAFT, INC. Applicant: PRO-CRAFT, INC. This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 1-82 6 BUILDING PERMIT Permit Number: P20080323 Application Number: a2 80323 Tax Map No: 523400-316-017-0001-034-000-0000 Permission is hereby granted to: PRO-CRAFT, INC. For property located at: 7 BIG BAY Rd in the Town of Queensbury, to construct or place f at the above location in accordance with application together with plot plans and other in rmatio` ereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensb g Ordinance. T oe of onstruc . n ;� Value Owner Address: PRO-CRAFT, INC. 4 BIG BAY Rd Garage Alt ched QUEENSBURY,NY 12804-00 Single F ily Dwell' $100,000.00 1 Va $100,000.00 Contractor nBuilder'sAddress El ctrical Inspec on Agency t i r r I 1 Plans&Specific a ons i ! BP 2008-323 , J 1486 sq ft single family d 1 ing with 516 s ft gar r r" Jr $229.92 PERMIT FEE PAID- IS±.. RMIT EXPIRES: Tuesday,July 10,2012 (If a longer period is required,an application for an exte must be made to the code Enforcement Officer of the Town of Queensbury before the expiration d te.) Dated at the�wn of ee inrsday,July 10,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080323 Application Number. a2008O323 Tax Map No: 523400-316-017-0001-034-000-0000 Permission is hereby granted to: PRO-CRAFT, INC. For property located at: BIG BAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other informati n hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Z ning Ordinance. T e of Construction alue Owner Address: -C FT, INC. 4 BIG B Y Rd G ge Atta ed QUEE BURY, NY 12804-0000 S e Fa y Dwelling $100,000.00 otal a ue $100,000.00 Cont for or Builder's ain / d ss Electric nspection ency Plans &Specif at ins BP 2008-323 1486 sq ft single f ily d g with 516 sq ft garage $229.92 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,July 10,2011 (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 own ofQueet- 'u f;Thors�,July 10,2008 1 .SIGNED BY � '`" �' for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080323 Application Number: a2008O323 Tax Map No: 523400-316-017-0001-034-000-0000 Permission is hereby granted to: PRO-CRAFT, INC. For property located at: PALMER Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: PRO-CRAFT, INC. Garage Attached 4 BIG BAY Rd Single Family Dwelling $100,000.00 QUEENSBURY, NY 12804-0000 Total Value $100,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications BP 2008-323 Single Family Dwelling $229.92 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, July 10, 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 Town o uee bury; jh:u;r�yJuly10, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement l/ 3 2-3 Town of Queensbury Michael F. Travis Highway HighimY Superintendent Home. (SI&) 798-U413 Department 742 Bay Road Queensbury,NY 12804 LL „ y„y Thomas R. Vanness Deputy Superintendelzt Qf ce Phone: (518) 761-8211 Home (51 e intcnd nt Far: (518) 745-4466 DRIVEWAY PERMIT www.queen.vburj7.net DATE: ����� APPLICANT NAME: 4y -Z`Qgrr I tie TELEPHONE NO.: 79 0� 3 q S 5 ADDRESS TO BE INSPECTED: O (314 Fg YI 9 6?P 3)6 --©J '7-1 RETURN ADDRESS: 1e Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (i€necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent 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 Winder Run and Rise ;t Spiral Not Allowed From 2° Story / Smoke Detectors Battery Backup and Proper Location 1/ 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 AULM Community Development Office ; own of Queensbury • 742 Bay.Road • Queensbury, New York •12804 ; r , WINDOW SCHEDULE JOB SITE/ADDRESS: © 73i aT y DATE: 4ep, 02�0 s' OWNER: Pip E°Qq G�JntG APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODELlfYPE CALL WIDTH HEIGHT VENT OPENING WIDTHS IN INSTRUCTIONS ON PLAN SIZE INCHES INCHES apie D>r^tom Ibw`LGr S, '50 So h1 i!k G '� ��Nw ��� 2 / 3° 2.� a• � fig% 3'6" 3 ! 3' y, YO 3J 1 Jy , It ram' N ! N �y 29'Gg a )0 6 q 1 g,9 1�9 Z y lip � 32 14 � gru-n Itop ot B 26-LTR 11-05 Community Developtnent Office 0101+ of Queensbury- 742 Bay Road . Queertsbury, New York -12804 ; I � v i :.._._ ...__..._._...__-_: BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE G.rvi�4 �q�.3 �.Z �a, D K, .yt .$3 9 '4Ji A B 3 , U iZ• � �,�.�{ G.v 1�. 2 , 11. a vV QUESTIONS T CALL 761-8266 OR EMAIL codes0aueens ury.net V�J VISIT OUR VVEBSITE FOR MORE INFORMA' ION www.yuensbuv.net B 10-LTR 11-20 / FFICE USE ONLY TAX MAP NO. PERMIT NO. o % FEES: PERMIT 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. Pik APPLICANT/BUILDER: C�_'Kf7 /' 77 GAfa___ OWNER: !" " C�eFgry- ADDRESS: IC f&, A4 ADDRESS: � Z�j F PHONE NOS. t q S PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:)*INK Kl d&-led-PHONE: LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z o O APPLY TO YOUR z O O w u_ PROJECT O � LL w d = v o W i L' " _ o �? z z ¢ Q :— � N U) 0 u- 0 ►u_ 0�. 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY Y (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE (� FACTORY OR ,, V INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: /00: FUEL TYPE: �R0 A�tl fir' HEAT TYPE: 90�_ P ►A "HOW MANY FIREPLACE(S): AND /OR WOODSTOVES(S): .r ZONING CATEGORY: (its — I A ARE THERE WETLANDS ON THIS SITE? A10 IS THIS A HISTORIC SITE? �'j 0 PROPOSED USE OF BUILDING OR ADDITION: Si k - AMA *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL t t-05 Town of Queensbury - 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 state me nt/descd ption 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. c 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) ............................... 111,110 , - 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 00 described herein in accordance with said ; zoning Laws of the Town of Queensbury. 11 Application: ; , , < , I �Iz 44 BUILD COD VAL ZONING APPROVAL 01 DATa IDATE :.............. .....................................: :,,........_..,.,..,..,___.._,.._,_,_..,.,_.._.__...� QUESTIONS? CALL 761-8256 OR EMAIL codes0ciueensbu ry.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.ciueensbury.net Operating Permit Issued: Yes No �.T Occupancy Type: Awn . Construction Classification: 4 Assembly Occupancy Limit: Special Conditions: L";: Town of Queensbunj • Community Development Office • 742 Bay Road, Queensbury, NY 12804 .................... .. .............� OFFICE USE ONLY ' i i t TAX MAP NO. PERMIT NO.a ] �RMIT FEE APPROVALS: ZONING TOWN CLERK_. / o , APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. ,�/ OWNER: v/�'l�1 i" IN r' INSTALLER: r4 CRr`t"t"rf ye- ADDRESS: l iDY �b,ja& DRESS: qj, PHONE NOS. (7-, � PHONE NOS. c ^J7> LOCATION OF INSTALLATION: /gl k,4q ie D ............................................:...................................................... .................................:............................... RESIDENCE INFORMATION. i................................. i NO.OP L.• YEAR BUILT BEDROOMS X COMPUTATION= i = TOTAL DAILY FLOW NC .... s ...............................................1.;.........:..................................,. a..................:,............................................................... INSTALLEq GARBAGE GRINDER 1980 or older ; ; X 150 gallon per bedroom = j ? AZO ...............:..............................................,.......................................................................,..............,.i.........-..........-..... i t ...........:..................:.:...:...........................................: i 1981 -1991 I X , 130 gallon per bedroom _ % I SPA OR HOT TUB s-............................................:e,.............,......................,........i..,........g..............,.....:...................................... AIQ ..............e...........(......................................................:..........::.......i 1 i 1992-present ,j X 110 gallon per bedroom = 3 O INSTALLED? i.............._.._........................ ................... ....... ....... ...........................................:..,.......................................;...........i....................�........................................ ,.......; PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? �' BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? r-- ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL " (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS � 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 TANK: 0410_GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH A�FT. ✓ TOTAL SYSTEM LENGTH: OO FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH - FT. X 2--FT. ✓ SIZE OF STONE TO BE USED: # - _/DEPTH OR THICKNESS a. 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. ,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,;,,;,,,,,,,;,;,;,;;,,,,,,,,,,,,,,,,,,;,;,,,,,,,,;,,,,,,,,,,,,,,,,;,,,,,,,;,,,,,,,,,,,,,,,,,,,;,,,;,;,,,;,;, ,,,,,,;,,,;,,,,,;,,,;,,,;,;,;,;,;,,,;;;,;,;,,;,,;,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;;,,,,,;,;,;,;,,,,,,,,;;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN 'i APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. ' I.:..................................:..:....::.::.:..:..:.:..:.........:..:...:...........................:........:... ...:..:............:.. ..: 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 QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@aueensbumnet VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv.net Signature of ers Responsible Date + ' Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: amlpm Depart!.-�?� am/pm Date Inspection request received: inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: 6 F O Comments: Yes No NIA 4" Building Number Address visible from road Chimne Height/"B"VentlDirect Vent Location VY Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 indies 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 away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off e /regulator 18 inches above grade -1060 Interior privacy/trim/doors/main entrance 36 inches —�►[�EpR DcN� ��©Q- � Bathroom/Kitchen watertight ��a Safe glazing/Window in stairwells safetyglazing 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,I s .ft:150 sq.ft.vents Bathroom Fans if no window Plumbingfixtures C :3C-- Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test 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 Fumece/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 dosed rise>4 inches 01 Garage Floor Pitched R1 I Garage fireproofing/%hour fire door/door closer I , N1 Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Sepfic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Tem ra /Permanent L:1Building&Codes Forms\Building&Codesllnspection FormsWesidential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Queensbury Building & Code Enforcement - Residential F spection Office No. (518)761-8256 Arrive: rE: rt: '� am/ Date Inspection request received: Inspector's Initia NAME:LOCATION: �-t- (�,\ fl (o—Zl —t'?) TYPE OF STRUCTURE: -' Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 indm above grade Guard at stairwell at 34 inches or more Guard at dedk,porches 36 inches or more 1J- Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches V pD �� ►J!-`- Deck Bract /Handicapped Ramp Compliant ,- ` �, Grade awayfrom foundation 6 inches with 10 feet I -AA . ` � 6 inch clearance to sill plate t�OV�P Alt Gas Valve shut-off e /regulator 18 inches above grade Interior privacy 1 trim/doors/main entrance 36 inches Bathroom/Kitchen watertight T` Safety glazing/WnOw in stairwells safety glazing Interior Smoke rs/Carbon Monoxide pt3tectors Of Eve level: Eve row: ✓ / Outside ry every bedroom a : ✓ / r F p .� +M . Inter Connected: Battery backup: ✓✓✓ 7 ,t ,��,�������Q�� Attic access 30 inches x 22 inches x 30 inches(height)in accessible area act-c'v�" Crawl Spaces 18 inch x 24 inch aocess, 1 .ft.150 ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation /Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 .ft. Emergency ress below grade Gas Fumace shut-off within 30 feet or within line of site V Oil Furnace shut-off at entrance to furnace area di Fumace/Hot Water Heater operating A Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/'/hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Ui ht Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding 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 L:1Budding&Codes FomhslBuilding&Codeslinspection FormsWesidential Final Inspection Form_revised-100405.doc;Revised January 7,2008;Revised 626/08,Revised 1222/10,Revised 04/13/11 US Queensbu uildin & ode nforcement - Residential Final pection rY 9 Office No. (518) 761-8256 Arrive: a rt: �' m Date Inspection nest received: ;)'1 wN4 Inspector's Initi NAME: kL- T\T M!T#: LOCATION: ATE: TYPE OF STRUCTURE: --A Cammen�ts: N 0 ILIA , 4" Building Number Address visible from road Ireal Chimney,Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co ete/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 Brads /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill late Gas Valve shut-off a osed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safe 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 i ht in accessible area Craw!Spaces 18 inch x 24 inch access 1 N.ft.-150 s .ft.vents Bathroom Fans if no window Plumbina fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Ea egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumac e/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A'Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed preperly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Suivey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker e:V'r-C Site Plan /Variance required Flood Plain Certification if required N"� Okay to issue C/C or C/O Temporary/Permanent LABuilding&Codes FormslBuilding&Codesllnspec ion FormslResidentia!Final Inspection Form revised 100405.doc;Revised January 7,2008;Revised 6/26/08 Ft)94— V—`tJ S!�tL VC p- -A r= I�•b. .............. I bay�i ragwa.................. a /Sue ie� aa NOL��dSN! •.......................?i ro Je suo?iaad§urJ. aarSrr �" 1 1 Q o�o seew X a4 t[e�s❑ Sat?nud a41�aneAey begs'tueduro�a suo?t�durord 4 or ea? 4 [te s 4i`Paieto?n are 'rd aieorltuaPuoo u0Refte7su? Pue (dde`suor fea itoa°ivaurd nba[euor9r 3o sroiaadsui satnr ivaurdrnaa AuePue`aiear r to 04i sranoo {u .i.PPe3o uorianPoriur t►• J.uaa s?g1Jo ague t i a nssr ar{i Pauran°S o a sa t?uasr ON ark ................... Mott°3.. suor rP [aauso.............. .i.Puoa a ................. ............... ur I........................ ......... elsul ................................................. ....................... 8 Patt .......................... �� �....... w �9,�r .............. �X�� ..................... #o Sugs�suo�uortetlelsui ....... ..�.. �ur- '�-'• uor ............. In j ` .teoo-I O af... ...7 ...jauMO eb dly �w a L3"?fir - dLN -ON'ruuad y" queW_PeO �' JUaaa 7LL334SNI-I un4 ,q 9LI aaUjO u Vdla Nf IV •► � ft 0. 46 CA 16 ISO. tl go to u- 7 pv- �vl 4 ~ C+ f_I t3 cb a, �.t .r• j t/} -'s Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ ed: Queensbury Building &Code Enforcement Arrive: Z:-2 0 a rt: - akir� 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: GR �- P MIT #: LOCATION: 4 61 G 13 R D INSPECT ON: No 4--1-C9 TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent 1 Vents in Place �V 1 %inch minimum Drain Size Washing Machine Drain 2 inch mininmYn Cleanout every 100 feet/change of directio 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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent 01 Door/Window Sealed No Insulation Vvzf � �-�- Duct/Hot Water Piping Insulation ��� � \ If Muired unheated spaces �i`� 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 1C>Go®f\tA Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inz!1!i# Queensbury Building &Code Enforcement Arrive: t: 742 Bay Road, Queensbury, NY 12804 Inspec NAME: _�r I fQ E� E LOCATION: LA R t G j3 M P,v�-D. INSPECT ON: 1 C)--1 --Lc� 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 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 'r/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 Reportrevised Nov 17 2003, revised February 15,2005, revises!January 7,2008 11 :cx-) � Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request ed: Queensbury Building & Code Enforcement Arrive* a 1= am 742 Bay Road, Queensbury, NY 12804 Inspector's lnibalsL_....� NAME: PERMIT#: i7 9,— LOCATION: INSPECT ON: °1—3�-- 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 V 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re u e Queensbury Building Code Enforcement Arrive: (� a i rZ rt: °�- � mipm 742 Bay Road, Queensbury, NY 92a304 Inspector's Initia NAME: t PERMIT #: U` LOCATION:_ i C1 � INSPECT ON: � t TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size WashiEq 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.1 for 15 minutes Insulation/Residential Check/Commercial Check V 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 to COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection Ir s e ived: Queensbury Building &Code Enforcement Arrive: art: � am m 742 Bay Road, Queensbury, NY 1 2804 Inspector's In' NAME:_ 14►ese kF- PET #Ib: .3Wt LOCATION: ti INSPECT ON: q-z3-off TYPE OF STRUCTURE: N /A _ it Plates nts in Places 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test D ' /Vent 'r J,Head ' or 10 ft. above highest connection for 15 minutes IM 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 Races Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: \� � -- i ;;tR Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection req Queensbury Building &Code Enforcement Arrive: Z-7- Qa rt: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: RMIT LOCATION: SPECT ON: z p9 TYPE OF STRUCTURE: t r Y N 4NIA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging -"l AtVV TV-z 5 Joist hangers Jack Posts/Main Beams g (P— VaAL.y. 'P0W-A 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 naNs each swe Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall isparation 1, 2, 3 hour Fire wall 2, 3, 4 hour Penetration sealed 16 inch insulation in 2@vq min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. n 5.7 sf above/below grade 5.0 sf grade L:ZuMft&Codes Forms-OLD1Bu0 N&CodesUnspedion FomaAf aming FkwWppkV Inspewon Popcitdoc Revised January 7,20M � ya'1^. Framing I Firestopping Inspection Report ` Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm rt: '�. am/pm 742 Bay Road, Queensbury, NY` 12804 Inspector's Initials: De (-V— 7U L Vw"( NAME: C t�1'( 4i PERMIT##: LOCATION: INSPECT ON: I TYPE OF STRUCTURE: �2 _� Y N N/A COMMENTS Framing A rc Access 22" x 30" minimum Jadc Studs/Headers , z Bracing/Bridging ( t �1!r✓ Joist hangers , c Jadc 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 enter Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fomis-OMBuiici ft&CodesUmpedion Fom*lFmTft Fkedoppiny hispec Lion Rsport.doc Revised Jentmq 7,2008 'y--/0 /Po� Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection -au es I Queensbury Building &Code Enforcement Arrive: a part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: rC3 _ ('� ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 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 nails each side Draft stopping 1,000 sq. ft. floor trusses An Bolts 6 ft. or less on center Ice and water s "eld 24 inches from wall ,Eke 1, 2, 3 hoar Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side h inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesNnspec Lion ForrnsTraming Firestopping Inspection ReporLdoc Revised January 7,2008 1 �7)- Septic Inspection RepQph Office No. (518) 761-8256 Date Ins r ion r st r Queensbury Building &Code Enforcement Arrive: am art: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: G: MIT NO.: LOCATION: .*-L- SPECT ON: RECHECK: Comments and/or diagram Soil Type: n oa Clay Type of Water: unic I ell Water Water' ration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length MU ft. Length of each trench Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank L_�\L Tank to Distribution Box & Distribution Box to Field Pit T, N C- Opening Sealed: N End Ca _ N Inlet/Outlet Pipes&Baffles N Location Separations Foundation to tank ft. Foundation to absorption A. Separation of Pits ft. Conforms as per Plot Plan Y N En ineer Report and As-Built Y N Location of System o roperty: Front Rear eft Side Right Si Middle Front Middle Rear System Use to s: 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 v Foundation Inspection Report Office No.(518)761-8256 Date Ins do iv Queensbury Building&Code Enforcement Arrive: In part: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's huh NAME: f T#: LOCATION: SPECT ON: TYPE OF STRUC Comments 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 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 �(- /6 Foundation Inspection Report Office No.(518)761-8256 Date Ins tion est recei �� 0 Queensbury Building&Code Enforcement Arrive: part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's iti NAME: f ' �rU E T#: _ LOCATION: i t PECT ON: a C� TYPE OF STRUCTURE: Ul Comments i 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 einforcement 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 1 for wet areas under slab fi ackfil rov 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 Fortes\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM e Foundation Inspection Report Office No.(518)761-8256 Date In ction u r Queensbury Building&Code Enforcement Arrive. pm Depart: /pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: ERMIT#: LOCATION: INSPECT ON: -Zn- 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. oundation/W allpour Vy Reinforcement in Place p Footing Dowels or Keyway in place Foundation Dampproofing 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 3 c gar�1 Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ iv Queensbury Building&Code Enforcement Arrive: Depart: 7,' m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: f� I�, tJ PE #: LOCATION: 1 INS CT ON: "Z� — 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 Dampproofing 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 Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ' ,4-070 ZONING § 179-5-08 SETBACKS FOR WA TERFRONT L O TS (SEE WATEWRONT RESIOEN77AL ZONES SECTIONS 179-4-030 ) FRONT YARD AT ROAD - 30'SETBACK aT.L J FT s rrL y J.s Fr T©sT L _ J za rc as sr L _ _ _ J n rx SHORELINE SETBACK FOR %R-1A.75' FOR W R-3A OR AVERAGE SETBACK OF THE TWO ADJACENT HOUSES. WHIC$VER.1S GREATER. LOT iYtDTH _ _ 0-50' >50'K 60' >60'AND d50' 150"AND G7P£ATER i LYA6 tAA/Ar 5CMA=As SP£CrAD IV A#s CytA wwr Fm M6T 7E)wwmr L07s THE Gar o�Ker TOWN or Oar m a��11JJ wwwter Re PO Sm 3479 men �(°")434-3M ZONING ORDINANCE FIG. 2 COMPA YI S a.s7•+ t*1k.v o� TOWN OF QUEENSBURY CW RP r /. 1 Ca1Wn dark.!lY 12065 AM (sus)314-09" FIGURE 2 7/18/01 Rtsvtars cs~/Yua Ojriaa: En.ironnantal Scientists ilo a-Street Cons Fab,Ne.York 12aO1 39948.E Pxaaa: (See)612-2205 Of OUEENBBURY WNWEN COUNTY NEW VOW e4 179-4-080. Minimum water frontage. The minimum Iot water frontage measured along a shoreline as it winds and turns for each itne-family residential structure shall be 75 feet in UR, SR-15, SFR-10, RC-15 and NC-10 /ones; 80 feet in the PO and MR-5 Zones; 100 feet in the SR-20, SFR-20 and MU Zones; 150 17953 8-26-2M Ti-Bea ®6.30SerialNumber:7005122618 3 PCs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL User:1 7/8/2008 4:20:14 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED r Member Slope:012 Roof Slope5/12 Overall Dimension:24" 4 d 12' 12' i All dimensions are horizontal. Product diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:10' Primary Load Group-Snow(psf):50.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 300.0 60.0 0 To 12' Adds To Uniform(plf) Floor(1.00) 500.0 100.0 0 To 12' Adds To Point(lbs) Snow(1.15) 250 50 3' - Point(lbs) Snow(1.15) 250 50 9' - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.01" 6981 /1976/0/8956 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 2 Stud wall 3.50" 8.22" 13629/4706/0/18335 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 3 Stud wall 3.50" 1.50" 2359/952/0/3310 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -12155 -10232 13622 Passed(75%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) -21741 -21741 30788 Passed(71%) MID Span 1 under Snow loading Live Load Defl(in) 0.309 0.394 Passed(U459) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 0.386 0.592 Passed(U368) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 0 2007 by iLevel@, Federal way, wA. Microllam® is a registered trademark of iLevel®. TJ-Bearr@6.30Serial Number:7005122618 2 PCs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL User:1 7/8/2008 4:24:14 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope512 L2❑' d 12, i All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 10' Primary Load Group-Snow(psf):50.0 Live at 115%duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.50" 3000/719/0/3719 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL 2 Stud wall 3.50" 2.50" 3000/719/0/3719 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3616 -2925 9081 Passed(32%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 10545 10545 20525 Passed(51%) MID Span 1 under Snow loading Live Load Defl(in) 0.249 0.389 Passed(U561) MID Span 1 under Snow loading Total Load Defl(in) 0.309 0.583 Passed(U453) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Copyright 4 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. CREScheck Software Version 4.1.4 NJ( Compliance Certificate Project Title: BIG BAY ROAD SINGLE FAMILY DWELLING Report Date:07/10/08 Data filename:Untitled.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: 6% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: BIG BAY ROAD FRANK KINEKE FRANK KINEKE TAX MAP#316.17-1-34 PRO-CRAFT INC. PRO-CRAFT INC. QUEENSBURY,NY 12804 4 BIG BAY ROAD 4 BIG BAY ROAD Permit#08-323 QUEENSBURY,NY 12804 QUEENSBURY,NY 12804 Permit Date:7/10/08 518-798-3958 518-798-3958 Conipliance�Passes Compliance:30.7%Better Than Code Maximum UA:411 Your UA:285 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 800 38.0 0.0 24 Wall 1:Wood Frame,16"o.c_ 1080 19.0 0.0 65 Wall 2:Wood Frame, 16"o.c. 1125 19.0 0.0 56 Window 1:Vinyl Frame:Double Pane with Low-E 132 0.400 53 Door 1:Solid 56 0.160 9 Basement Wall 1:Solid Concrete or Masonry 968 11.0 0.0 58 Wall height:8.0' Depth below grade:7.5' Insulation depth:8.V Floor 1:All-Wood JoistfTruss:Over Outside Air 432 19.0 0.0 20 Furnace 1:Forced Hot Air 90 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 Cale. Project Title:BIG BAY ROAD SINGLE FAMILY DWELLING _... - N Report date:07/10/08 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection Checklist Date:07/10/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Wails: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Wails: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/7.5'bg/8.0 insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.400 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.160 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.90 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 airtight 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 manufacturers installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and doling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are curry marked on the building plans or specifications. ❑ Insulation is installed according to manufacturers 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:BIG BAY ROAD SINGLE FAMILY DWELLING Report date:07/10/08 Data filename: Untitied.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. Lj Supply ducts in unconditioned spaces are insulated to at least R-11. 0 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 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. 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. O Circulating hot water pipes are insulated to the levels in Table 1. Circulating Not 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:BIG BAY ROAD SINGLE FAMILY DWELLING Report date:07/10/08 Data filename: Untitled.rdc 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:BIG BAY ROAD SINGLE FAMILY DWELLING Report date:07/10/08 Data filename: Untitled.rck Page 4 of 4 7 a3Z3 s i t 36 10. t i t ,xl