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2012-365 � ` TOWN OF QUEENSBURY woo 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120365 Date Issued: Monday, June 01, 2015 This is to certify that work requested to be done as shown by Permit Number P20120365 has been completed. Location: 4 PICKLE HILL Rd Tax Map Number: 523400-265-000-0001-071-000-0000 Owner: PATRICK O'ROURKE Applicant: PATRICK O'ROURKE This structure may be occupied as a: Single Family Dwelling By Order of Town Board TOWN OF QUEEN BURY (--- 9 4 Issuance of this Certificate of Occupancy DOES NOT relieve the property f 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. Temporary Certificate of Occupancy 90 Day Building Permit No. : 2012-365 Property Location : 4 Pickle Hill Road Property Owner: Patrick O'Rourke Approved for the following uses: Single Family Dwelling Conditions of approval: 1. Final survey; 2. Finish stairs and hand rails; 3. Remove old mobile hone $100 fee received on: February 23, 2015 90 Day Temporary CO expires on: May 22, 2015 *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy — if your project is not complete within this 90 day period you will be sub' o additional fee * Signature of Applicant: i 4171 A-t,v64 Printed name of Applicant: t� - r,, i G /C (/ A. L.- (a..4,7P1 /13(1-- Director of Building & Codes: David A. Hatin Town of Queensbury Building & Codes Office Dept. of Community Development 742 Bay Road, Queensbury, NY O.* TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 F 431, Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120365 Application Number: A20120365 Tax Map No: 523400-265-000-0001-071-000-0000 Permission is hereby granted to: PATRICK O'ROURKE For property located at: 4 PICKLE HILL Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: PATRICK O'ROURKE Single Family Dwelling $115,000.00 4 PICKLE HILL Rd LAKE GEORGE,NY 12845 Total Value $115,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-365 Single Family Dwelling 1st Floor- 1,144 sq ft $228.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 13,2013 (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 Que sbury d. • •tember 13, 2012 Vf ,• • SIGNED BY t 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: P20120365 Application Number: A20120365 Tax Map No: 523400-265-000-0001-071-000-0000 Permission is hereby granted to: PATRICK O'ROURKE For property located at: 4 PICKLE HILL Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: PATRICK O'ROURKE Single Family Dwelling $115,000.00 4 PICKLE HILL Rd Total Value LAKE GEORGE,NY 12845 $115,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency ReN Plans&Specifications 2012-365 Renewal fee pd 10/16/2013 -3- Gj-A-f ti a__ Single Family Dwelling 1st Floor- 1,144 sq ft $228.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, September 13,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; /�Th rsd..y S). tember 13,2012 • SIGNED BY :r [�/l11 for the Town of Queensbury. \, Director of Building&Code Enforcement OFFICE USE ONL'. '"'•':�* TAX MAP NO. � — „3 .. :. ` PERMIT 110. �P 5 FEES: PERM T� RECREATION JUL 3 v 2012 ,, ENGINEERING o , . ___i ✓ (If applicable) i—' QUE NSF�UPY '. :.OdI\IG.&-C_OII S. PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTIONSUBJECT TO APPLICANT/BUILDER: t ac.��i c- k-• 01 J� v ,` ttt�K� OWNER: rr&3,1�- ' Y/� ADDRESS: .7 c `J I ADDRESS: N r . -L . _ i-t ) l d PHONE NOS. °112-- e" G PHONE NOS. it� CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: . C 1-� F-1 is l j fej HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES 0 NO IF SO, INDICATE APPLICATION No, . Nn DATE OF APFRO'v'AL.: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT j z ---__r_ APPLY TO YOURo PROJECT <0cc o cn a C LU LL OO • 0 z2-i d❑ Fw- L Li- LI- w z�NOi-- EZLU < ¢ `- � OL SINGLE FAMILY V / / yy TWO-FAMILY -- MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL I " MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: f 1 51 OW , ° c' FUEL TYPE: (;-el-s HEAT TYPE: T j /,- *HOW MANY FIREPLACE(S): •-& AND / OR WOODSTOVES(S): -(77- ZONING z^ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? Jk-IcJ IS THIS A HISTORIC SITE? /V G PROPOSED USE OF BUILDING OR ADDITION: 0 Li/ e- I I /h q Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office Town of Queensbury • Cc.nenuwnity Development Office • 742 Bay Road, Queerrshr.crt/, NY 12804 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ye_.S ARE THERE EASEMENTS ON PROPERTY? 11/'Q I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be'performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read andree t the above. - Signed , -- :-le (G-/ ,-, - Ve(L� 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) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(cqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No WWW•queensbury.net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 72804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO.4(.06,-I ) PERMIT NO. l 31p5PERMIT FEE • APPROVALS: ZONING TOWN CLERK 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: i (LTv) IC Q faa c�> ��4 INSTALLER:El/Q lt7 e;wt + ADDRESS: /-/ P/G k //Rd ADDRESS: I O JO Z 12 T. a 'l q Ft f}n PHONE NOS. 7 92-gi?G '7 PHONE NOS. )4/2._ y L LOCATION OF INSTALLATION: NO.OF COMPUTATION RESIDENCE INFORMATION: YEAR BUILT BEDROOMS DAILY FLOW (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? EJ 0 1981 -1991 X 130 = SPA OR HOT TUB 1992-present .3 X 110 INSTALLED? IV r7 PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING 7( STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND 7( LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? 2 L" ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL 7- (If well:water supply from any septic system absorption is:i CC ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpiJ (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). TANK SIZE: l Q pC GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD(WITH NO.2 STONE) Total length `f ') ft. Each trench /d''' X I Z " ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? o HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? 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 Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary Sewage Disposal Ordinance_ codesqueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Responsible Date www.queensburv.net Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 03,L# 5, 1 -7J �, � >' a '36 S �/ art 3 ) D-- Town of Qt.teensbin ' opal ,�a Michael F. Travis Highway Highway Superintendent Home: (518) 798-0413 Department 742 Bay Road Queensbury,NY 12804 Thomas R. Vanness Deputy Superintendent Office Phone: (518) 761-8211 Fax (518) 745-4466 DRIVEWAY PERMIT Home (518) 745-0929 www.queenshury.net DATE: APPLICANT NAME: Pe,-Tv,► 6 1< (5 /2 ®ct.,.,,. 2 TELEPHONE NO.: e/) 712.. -.8' '767 ADDRESS TO BE INSPECTED: /f'c.I(/-e, N i`j( Rd ),„ ,l Z RE I URN ADDRESS: /( /l // // Applicant must show exact location and width of clriveway(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: SI tP 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 (if 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 Queensbury Building & Code Enforcement - Residential Final Inspection 1\40:\; I Office No. (518) 761-8256 .Arrive: /0 LJ am/pm Depart: am/pm Date Inspection request received: �l'-'l 5 Inspector's Initials: d1� NAME: ©' CuVk_QJ PERMIT#: 12 r" LOCATION: 1, Vt oosz_,t1-111 DATE: b t 12-o4S TYPE OF STRUCTURE: S 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 inches above grade Guard at stairwell at 34 inches or more �! Guard at deck, porches 36 inches or more V 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 exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer 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 Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary Permaner t] r u sS \p sv t 5 6{ nettaer L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 i0/64 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 1 Community Development- Building&Codes (518) 761-8256 Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 07/30/2012 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 permit app rec'd&entered 09/13/2012 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 permit issued 10/25/2012 Reinforcement in Place Single Family Dwelling CHARLES DYER Staff Approved 2012-365 2#4's cont. Observed running water at NE corner footing POUR at OWN RISK 10/25/2012 Single Family Dwelling CHARLES DYER Staff Approved 2012-365 Footing Dowels in place-WET stick Observed running water at NE corner footing POUR at OWN RISK 10/26/2012 Foundation Wall Pour Single Family Dwelling DAVID HATIN Staff Approved 2012-365 lower frost wall,reinforcement in place per plans. 10/26/2012 Reinforcement in Place Single Family Dwelling DAVID HATIN Staff Approved 2012-365 lower frost wall,reinforcement in place per plans. 10/29/2012 Foundation Wall Pour Single Family Dwelling JOHN O'BRIEN Approved 2012-365 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 f, Community Development- Building&Codes (518) 761-8256 Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 10/29/2012 Reinforcement in Place Single Family Dwelling JOHN O'BRIEN Approved 2012-365 10/29/2012 Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Footing dowels in place 11/01/2012 Backfill Single Family Dwelling CHARLES DYER Staff Approved 2012-365 11/01/2012 Foundation Dampproofing Single Family Dwelling CHARLES DYER Staff Approved 2012-365 02/22/2013 Fire Marshal Inspection Single Family Dwelling MIKE PALMER Staff Misc 2012-365 Underground LP tank installation. Installed by J&R Propane. 500 Gallon tank. Hole is flat&level,clear of rocks. Tank is set level-no water table issues. Clean back fill installed. 05/31/2013 Septic Single Family Dwelling JOHN O'BRIEN Partial 2012-365 Need final detyermination of tank grade Need engineer's report&as-built 06/04/2013 Footings/Piers Single Family Dwelling CHARLES DYER Staff Approved 2012-365 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 eek 1 Community Development-Building& Codes (518) 761-8256 Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 07/02/2013 Septic Single Family Dwelling JOHN O'BRIEN Approved 2012-365 07/02/2013 Pressure Test Vent Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Basement Drain/Water Supply piping 07/02/2013 Rough Plumbing Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Basement Drain/Water Supply piping 07/02/2013 Framing Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Basement 10/29/2013 Framing Single Family Dwelling CHARLES DYER Staff Approved 2012-365 10/29/2013 Ice&Snow Sheild Single Family Dwelling CHARLES DYER Staff Approved 2012-365 10/29/2013 Insulation Single Family Dwelling CHARLES DYER Staff Approved 2012-365 Basement walls �� TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 'M Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 09/02/2014 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 renewal fee paid thru 9/13/2015 09/10/2014 Final Inspection Single Family Dwelling DAVID HATIN Staff Denied 2012-365 12:30 pm contact this office to schedule final inspection 11/21/2014 Final Inspection Single Family Dwelling DAVID HATIN Staff Denied 2012-365 install handrail&stairs on landing&stairs Install Basement detector Block off doorway off porch Final Electrical Insp. Finish uarage r ire rroofing Final Survey Remove old mobile home 01/20/2015 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 status slip issued 02/20/2015 Final Electric Single Family Dwelling COMMONWEALTH ELECTRICAL Approved 2012-365 02/23/2015 Final Inspection Single Family Dwelling DAVID HATIN Staff Partial 2012-365 temporary c/o need to finish stairs and hand rails,need final survey,remove old mobile home 02/27/2015 Final Survey Single Family Dwelling STAFF Misc 2012-365 Final survey received(needs ZA sign off) Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: '2-12-q-)2-ol NAME: ei E ) LOCATION: i'1C,k1e, t\\ Qd• PERMIT#: 5b5 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: V Craig Brown, Zoning Administrator MAP REFERENCE: MAP OF A SURVEY OF THE LANDS OF GEORGE & BLANCHE O'ROURKE DATED AUGUST 18, 1974 BY JOHN B. VAN DUSEN NOTE: SURVEY TO SHOW NEW HOUSE LOCATION, 2' OF SNOW COVER AT TIME OF SURVEY, OTHER IMPROVEMENTS THAT MAY EXIST WERE NOT LOCATED. �1 an D us e_t-1 SteVes Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Lic. No. 50135 S84059'30DE PICKLE HILL ROAD 310__OO II EICONC. MON. m / I 129.5 T� 1 STORY o / WOOD FRAME <p oo HOUSE wO -� W — -- — — — J N /V, DECK N 0i 1504 Co >� PROPANE ry TANK ? n1rJ n41�� AREA VI B ° 72, 173. 10 sq. ft. 1.66 acres 310.00 IV84°59'30"W IPF LANDS OF JEFFREY & JOANNE MANN 'UNAUTHORIZEDALTERADON OR PO°'n°N TO A SURVEY IAAP BEARING A IIYECENSED'NO SURE SEAL IS A NOLATON OF SEC70N 7209, SrB-DINSICN 2, OF WE Map of a Survey made for NEW YORK STAW MUC.. LAW.' "ONLY COPIES PROM 1XE ORIGINAL OF THIS SURY Y MARKED MM AN ORIGINAL OF WE LAND SUNWERRS SEAL SHALL BE C TRUE COPIES. 'CERPFlCA➢ON$ INDICATED HEREON SIGNIFY WAT TO BE VALIDACCORDANCE Patrick 0 R k W6 SURKY WA5 PREPARED IN ACCORDANCE MW MF PREPARED o u r e EY OF p FOR LAND SURVEYORS ADOPTED WE NEW TAW A PROFESSIONAL BY DS NEW YOLK AI, C ASSOCIANORnONS OF LL RUN ONLY LAND Sp10 SHALL RUN ONLY E PERSOflq, TO ME PERSON FOR ME SURVEY IS PREPARED, AND ON, WE ON HIS BEHALF jD ME WEECOAPANY. GOVERNMENTAL E W lINST HEREON• AND AGENCY MID LFF,DING W E LENDING TO WE Asvcx[es OF WE LExDlxc IxsnnnoN• Town of Queensbury, Warren County, New York 1 2/26/1 5 NO. DATE 265-1-71 9 FEB 2 7 2015 Wsy HOUSE LOCATION DESCRIPTION January 1 --An, S-1 SHEET 1 OF 1 O'Rourke C-2605 DWG. NO. 74113 /VOild-l-v Queensbury Building & Code Enforcement - Residential Final Inspectio6 Office No. (518) 761-8256 / Arrive: /O) am/pm Depart: am/pm Date Inspection request received: ' 1 Inspector's Initials: 'y7/1. �- NAME: C , �� P?��, � PERMIT#: -2 �5 LOCATION: 9- r.k e I-/-(Ai -L-- DATE: TYPE OF STRUCTURE: Comments: 41.' 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 eI�U2A46-- Platform at all exterior doors C-1 Handrail 4 t more risers rx, 7Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more 1 Handrail Termination at Newell Post or Wall /7Ahhi .)Fr!' s /1414 Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant a�C- Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate S Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight 6h^`.'`'".• Safety glazing/Window in stairwells safety glazing ?(( Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area , Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents ' Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel D ct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% J Final Survey Plot Plan 14 I f j r vel Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker �' 0/./ �,;.,( 4 i,� Site Plan /Variance required �✓ M 4 Flood Plain Certification,if regyired _ Okay to issue C/C or C/O[Temporary Permanent] C u.5-g \c S t t o�b 15 b r LO€,r J L:\Building&Codes Forms\Building&Codesltnspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised ; c January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 CD 0.- 10L CD cr. ID 0.4 10,q CD =Mr w oil Ol tv M to E'l a CIL 12 O b7 It :41 a : oM 2, S. 411 TOWN OF QUEENSBURY • � w 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 07/30/2012 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 permit app rec'd&entered 09/13/2012 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 permit issued 10/25/2012 Reinforcement in Place Single Family Dwelling CHARLES DYER Staff Approved 2012-365 2#4's cont. Observed running water at NE corner footing POUR at OWN RISK 10/25/2012 Single Family Dwelling CHARLES DYER Staff Approved 2012-365 Footing Dowels in place-WET stick Observed running water at NE corner footing POUR at OWN RISK 10/26/2012 Foundation Wall Pour Single Family Dwelling DAVID HATIN Staff Approved 2012-365 lower frost wall,reinforcement in place per plans. 10/26/2012 Reinforcement in Place Single Family Dwelling DAVID HATIN Staff Approved 2012-365 lower frost wall,reinforcement in place per plans. 10/29/2012 Foundation Wall Pour Single Family Dwelling JOHN O'BRIEN Approved 2012-365 10 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 4111. Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 10/29/2012 Reinforcement in Place Single Family Dwelling JOHN O'BRIEN Approved 2012-365 10/29/2012 Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Footing dowels in place 11/01/2012 Backfill Single Family Dwelling CHARLES DYER Stall Approved 2012-365 11/01/2012 Foundation Dampproofing Single Family Dwelling CHARLES DYER Staff Approved 2012-365 02/22/2013 Fire Marshal Inspection Single Family Dwelling MIKE PALMER Staff Misc 2012-365 Underground LP tank installation. Installed by J&R Propane. 500 Gallon tank. Hole is flat&level,clear of rocks. Tank is set level-no water table issues. Clean back fill installed. 05/31/2013 Septic Single Family Dwelling JOHN O'BRIEN Partial 2012-365 Need final detyermination of tank grade Need engineer's report&as-built 06/04/2013 Footings/Piers Single Family Dwelling CHARLES DYER Staff Approved 2012-365 iflek TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 t--./ Community Development-Building&Codes (518)761-8256 Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 07/02/2013 Septic Single Family Dwelling JOHN O'BRIEN Approved 2012-365 07/02/2013 Pressure Test Vent Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Basement Drain/Water Supply piping 07/02/2013 Rough Plumbing Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Basement Drain/Water Supply piping 07/02/2013 Framing Single Family Dwelling JOHN O'BRIEN Approved 2012-365 Basement 10/29/2013 Framing Single Family Dwelling CHARLES DYER Staff Approved 2012-365 10/29/2013 Ice&Snow Sheild Single Family Dwelling CHARLES DYER Staff Approved 2012-365 10/29/2013 Insulation Single Family Dwelling CHARLES DYER Staff Approved 2012-365 Basement walls / lek TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20120365 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 09/02/2014 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 renewal fee paid thru 9/13/2015 09/10/2014 Final Inspection Single Family Dwelling DAVID HATIN Staff Denied 2012-365 12:30 pm contact this office to schedule final inspection 11/21/2014 Final Inspection Single Family Dwelling DAVID I IATIN Staff Denied 2012-365 install handrail&stairs on landing&stairs Install Basement detector Block off doorway off porch Final Electrical Insp. Finish uarage ire Proofing Final Survey Remove old mobile home 01/20/2015 Miscellaneous Single Family Dwelling STAFF Misc 2012-365 status slip issued Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: . - am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: 0 NAME: Par -- Bbt.- K PERMIT#: / c.;7275 LOCATION: Pi C K 1 �, ji DATE: it / Y TYPE OF STRUCTURE: _4 r---'1) Comments: Yes/No N/A 4" Building Number Address visible from road ✓c Chimney Height/"B"Vent/Direct Vent Location t//, R-QA g ea, \ s\ tA Fresh Air Intake vt / 3 inch Plumbing Vent through roof minimum 18 inches Vj �lv i J Roof Complete/Exterior Finish Complete ✓� Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks, patios more than 30 inches above grade ,// Guard at stairwell at 34 inches or more 1.7Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall /' / / Interior/Exterior Railings 34 inches to 38 inches ✓ A3 + /�,� i,;i lc' Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet t/ Ci� Zo.lfrs A- -_CfCfJ 6 inch clearance to sill plate ,✓/ Gas Valve shut-off exposed/regulator 18 inches above grade ►/ Interior privacy/trim/doors!main entrance 36 inches / Bathroom/Kitchen watertight t// Safety glazing/Window in stairwells safety glazing +/ Interior Smoke Dgtrctors/Carbon Monoxitretectors WO Every level: Every Bedroo id& r Outside every bedroom rea: �, 2 )Ee1 DI � Inter Connected: V Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ✓ Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures tX Foundation insulation to floor/Sticker on Panel ✓ Duct work sealed properly/Blower Door Test Certification / Floor truss,draft stopping finished basement 1,000 sq.ft. 7 ►/ Emergency egress below grade f Gas Furnace shut-off within 30 feet or within line of site ✓ _J Oil Furnace shut-off at entrance to furnace area ✓ 1GLLif:aL �'1 Furnace/Hot Water Heater operating l�� Low water shut-off boiler ✓ cr , Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 16"Gypsum // Basement stairs dosed rise>4 inches t7 l4 / /4 l tiec?-i-c / 5" - \ Garage Floor Pitched ✓ ^�� - �60I Garage fireproofing 1'/hour fire door 1 door closer ✓ / i,J "• Gas Logs in Sealed or Glass Enclosure ✓ �1� Final Electrical; Energy Saving Light Bulbs 50% ✓ / jC Final Survey Plot Plan ✓ Lcue.hrizice Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles L ;. Flex Gas Pipe Bonding Vj J As Built Septic System/Sewer Dept. Inspection Sticker ✓ / ]� Site Plan /Variance required i /7:1-4./ f F,,.&c/ Flood Plain Certification,if required Okay to issue C/C or Cl 0[Temporary/Permanent] X2rn a,Ii2_ oil Xt A 44)1 e. L:1Building&Codes Forms\Building&Codeslinspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08; Revised 12/22/10,Revised 04/13/11 Framing / Firestopping Inspection Report 7)' d. 10 _ j Office No. (518) 761-8256 Date Inspection request received: % f d-etD-�=' ( 3 Queensbury Building &Code Enforcement Arrive: am/pm Depart: j dam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. l l O NAME: C� �'`` PERMIT#: LOCATION: - i'dI r a\ :-{ R/ _ INSPECT ON: rC / 3 TYPE OF STRUCTURE: �F39 N N/A --f COMMENTS: Framing V 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 I Holes I 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 shie 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 '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above I below grade 5.0 sf grade _ L:1Buiiding&Codes Forms-OLD\Suilding&Codes Jnspedion Forrru\Framing Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: l .9-- .1z)/ Queensbury Building & Code Enforcement Arrive: am/pm Depart: j am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: L/ l\ty1,t-{ k PERMIT #: '/ 3 &LS LOCATION: INSPECT ON: /0 d ) 3 TYPE OF STRUCTURE: c7--Z,teA y/ Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chane 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 P.S.I for ;5 minutes Insulationi,Re‘sidential Check/Commercial Check 190 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 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: Ott NAME: P t i � < h' {�8urli °L PERMIT#: / a--3� LOCATION: q p. (t„ I a. DATE: TYPE OF STRUCTURE: S Comments: Yes NoN/A_ (� c J- A-6 rU 4" Building Number Address visible from road y� Chimney Height/"B"Vent/Direct Vent Location q-13---) 5 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 inches above grade I/ rf'!s / s, �r� Guard at stairwell at 34 inches or more I �je 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 exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety_glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s) installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched ` /' Garage fireproofing/%hour fire door/door closer • V /� Ii, Ql Gas Logs in Sealed or Glass Enclosure / ,� / Final Electrical; Energy Saving Light Bulbs 50% % ✓ / Jo// c/04- Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding F,„41 .4-i / � As Built Septic System/Sewer Dept. Inspection Sticker g/ Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary l Permanent) / '." _fir u ei L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7, 2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date lnspectiprrrequepe' ed: 7 / Queensbury Building & Code Enforcement Arrive: 7"- fl, a ,j('zi P - •art: ':'bti am/'j. 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: f NAME: 1-Pa PER t : — ,--- LOCATION: 113110MIL. „ ". INS'ECT ON: TYPE OF STRUCTURE: Y NIA ] Rough Plumbing / Nail Plates Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction P - re Test •rainy = � .' Vial 1110 5 P.S.I. or 10 ft. above highest connection for 15 minutes P es Water Supply Piping Air I Head 50 P.S.I for 15 minutes Insulation / Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing I Firestopping Inspection Report 10 �'`�' Office No. (518) 761-8256 Date Inspec on.requiast y 7 1 - 1 Queensbury Building & Code Enforcement Arrive: aj fp - : 'y-o ' a • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: , l -� PERMIT#: S LOCATION: Lt" 4 I eteZe r F INSPECT ON: 3 TYPE OF STRUCTURE: Y _ NIA COMMENTS: Frami 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 I Bearing Walls Metal Strapping for Notches Top Plate 1 'A (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:\Building&Codes Fomes-OLD\Buiiding&CodesUnspection Fomis\Framing Firestopping Inspection Report.doc Revised January 7,2008 Septic Inspection Re•.rt Office No. (518) 761-8256 Date Inspection -+ - -'ed: 7/, /2-613 Queensbury Building & Code Enforcement Arrive: VU-11;) . • Opo-*art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia ,% Ori NAME: - J� . P' •MIT NO.: �`'-'3 o5 LOCATION: I PECT ON: 77),7)-- RECHECK: /.),/ -RECHECK: Comments and/or diagram Soil Type: Sand / Loam / Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: _Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field / Pit Opening Sealed: _Y N End Cap _YN Inlet/Outlet Pipes & Baffles _Y N Manholes 12"or less below grade _Y N [provide extension collar if Yes] Y N Location / Separations Foundation to tankft. Foundation to absorption ft. Separation of Pits ft. Conf. u -_ ' . ,n Y N gineerj3eport and As-Builth Y N ETU Maintenance Contract Y N __provided Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear System Use Sta s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection ReporL03 29 10.doc SEPTIC SYSTEM CONSTRUCTION CERTIFICATION To: Dave Hatin Re: O'Rourke Septic System 4 Pickle Hill Road Date: June 9, 2013 This is to certify that the septic system located at 4 Pickle Hill Road in the Town of Queensbury, Warren County, New York was designed in accordance with the "Individual Residential Wastewater Treatment Systems Design Handbook" by the New York State Department of Health, 1996. The design percolation rate was 1 inch in 6 - 7 minutes. The design rate required a minimum of 196 feet of absorption trench for the proposed 3 bedroom home without a garbage grinder and without a hot tub. The percolation test was performed on May 11, 2012. I further certify that I inspected a portion of the septic system including the septic tank and distribution box on June 5, 2013. The remainder of the septic system was covered at the time of my site inspection. Based on that portion of the system that was visible to me at the time of my site inspection, the system appears to be installed substantially in accordance with my design and that portion of the septic system has been accepted by me. BY: Rtt_r.Q. `e'?-4 Paul K. Male, P.E. 7 Stone Clover Drive Saratoga Springs, NY 12866 Engin 4•G,c10Y . Q' • cc: P. O'Rourke , tit d.�1 2 570th o`P.otJtrkc 5c'-Yc M,-/.S-4 - • JOB '4 47(ck� 14,1 1 200:7 ,' D,.._..,--,-_-.--s!:-----'9---r PAUL K. MALE, P.E. & P.L.S. & CPESC 7 Stone Clover Drive SHEET NO. OF 3 P.O. Box 26 CALCULATED BY r lcr DATE e./ /!3 SARATOGA SPRINGS, NEW YORK 12866 Phone/Fax (518) 583-8879 CHECKED BY DATE SCALE !/,Cin = 2 o .4ceh • Q D'B ox 83''2 4 r 120K. • 322.5' • • • L • . ' � ,./ c-4-.•co1 `'-�7 i 1 1 it• ��J sn'1 1�t. • N - 8.2 `c• r r J c%-'i i1. /1 k .. ..., O Oma ►y� cA) � , . well ._ r_ • 1 113) 1 Cc) • • • (A.) it' PVC '5eV, ° Pt <w :c • -2 : P' 1. ). r,- ,,i?_ �,- i'+Y _..».ispeeG' '-,:_'r, _ N. r. -z,: : 4 . a� • 1 IT d Sii 12.: . 0: < p •-' /Y 1 6 o 0€ ‘.1 : 4i V 11 1.._ . . , 3 - ‘,. mto u o: -r: IVB," . Lb1E . ....,_.3px : ,s . \., "i" *-it. .. . :, „,,,. N�o O 570x°'-•• ‘tESS10 ' PRODUCT 204-1(SID*%tees)205-1(Padded) Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: ( 3 Queensbury Building&Code Enforcement Arrive: am/ m Depart: ^ pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . . t NAME: 0 t IZU A - ' / 4 - 3 LOCATION: 1,-).-1( PERMIT ON: - c(� 1(_ l �� 7 INSPECT ON: TYPE OF STRUCTURE: l Comments Y N N/A Footings iers 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 Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date Inspection reque --eived: Queensbury Building &Code Enforcement Arrive: �' •2A—a pm✓Depart: :77-.9)an � 742 Bay Rd., Queensbury, NY 128044 Inspector's Initials: NAME: CRE PERMIT NO.: 12 ` -5lQ LOCATION: VI CAA 1S 1A1 LL VA) INSPECT ON: — 1-1 �2 RECHECK: `' Comments and/or diagram Soil Type. - �%�L / Clay Type of Water: Municipal Well Waterline separation distance c47- ft. c t ' ` t, 2 o - �O L) Well separation distance k OZft. Other wells: ,talk ft. Well Casing Length 50' +/ - Y N N/A [150'to well required if NO] Absorption Field: Total length -23:7O ft. Length of each trench tirtc- O ft. Depth of trenches 17"— 1411 ft. Size of Stone :p.7.„-- Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4 i' 1--)c 1-k _ Tank to Distribution Box L� tl 4 D.—-77 , Distribution Box to Field/ Pit / 1.1,t1 ,hD>I?-'� 5— L i-I, 5,9�Veg- Opening Sealed: _ N End Cap _N Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade ;Y_ N ' ' -, 1� 1— \ F ,\1i\0 [provide extension collar if Yes TY N / ' 'C1vV-- CzAZ> S>C— Location/ Separations —U) 6`I F k Foundation to tank l O ft. Foundation to absorption ft. !—covC_ Separation of Pits _ ft. Conforms as r Pt Plan !Y_ ng Eneer Re••rt and; -Bu s Y ETCTMaintenance Contract _ _____ provided Location of System on Property: Front tell0 -i Side R'•at Side Middle Front Middle Rear S stem Use Statu-. Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: //130 am/pm Depart: am/pm Date Inspection request(� received: Inspector's Initials: NAME: Ped-- ' t1 r ke7 PERMIT#: T —36 5 LOCATION: PI c K jkiJ I DATE: TYPE OF STRUCTURE: ..9 Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Rv„A.LCa r Ll Fresh Air Intake 6ti I S.- 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 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing 1 hour fire door/door closer 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 , .e4 �� %� sL V As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Fomis1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11 Inspection Form Oa Town of Queensbury Fire Marshal C,Periodic Inspection Date: I 13 Time: ' n 742 Bay Road,Queensbury NY 12804 o Re-Inspection ��. 518 761 8206/518 761 8205 CO Inspection Permit#: --)V Fire Marshals Representative XMJ Palmer Business Name: ?PTR iGIL 01 RUP'li= Location: 4-iii I act f GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014& FC1029 Exit Enclosure FC 1020&FC1029 i NOTES r� Exit Discharge FC 1024&FC1029 t.!kkt1C.,Aw-.t� i- �Cs Locks and latches FC1008& FC1029.2 • Sign:Normal FC 1011 &FC1029 ---A1 °t I/13 r+oV Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 a r y Secondary Aisle Width FC 1025&FC1029.11 `t..h6idl�1 iNx ,7) n.0,c) FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 ,t EVAC Plan FC 404.2 ' SOO c,oAt,, TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 .H44: i 5 r I4.F 1 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 a-i / 1Ft1 !!►' k-� Combustibles in Equipment Rooms FC315.2.3 C F.D.Signage FC 510 L i 5 J t;) Cif LZ, No Smoking Signs FC 310.3 1 , Storage FC 315.2 J �iteKit--icao . S Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 I� Interior Finishes FC 803-804 1{ttwi F`7 ii I S't�t ijcA Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 21 DAYS SYSTEMS: FC 901.6 lnsp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection - L/r-- Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: L ////-L- Queensbury Building&Code Enforcement Arrive: am/p Depart: •\_ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: .J NAME: C (SUV K-(4- PERMIT#: �- S LOCATION: (-fp, (< (f INSPECT ON: / / / / /i,-7-- TYPE OF STRUCTURE: C (� I 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. kFoundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place /ST' Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval VD 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 I 3 Office No.(518)761-8256 Date Ins ection -•�. - ei ': Queensbury Building&Code Enforcement Arrive: S:` s m / ►.epart: p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi db.. s NAME: RD L,t;-K 4 'ERM1T#: / - 3 (a5- LOCATION: Pi G Ki E +H) INSPECT ON: TYPE OF STRUCTURE: 3 .1 Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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\Foundatlon Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InspeRtion request received: Queensbury Building&Code Enforcement Arrive: kit f am/••• A Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �l/t NAME: era`R ce; K PERMIT#: I J Co LOCATION: 4 ri (-K I P_ -{---', P INSPECT ON: TYPE OF STRUCTURE: S Comments Y N NA 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 Lifer f Reinforcement in Place �« e l�l 11�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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM h JFoundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: O .gn(., s't(N PERMIT#: LOCATION: / �'' K I / INSPECT ON: /O / TYPE OF STRUCTURE: Comment 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 /1 5 _ Reinforcement in Place "1 Footing Dowels or Keyway in place -\/\ 2 -- Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: C5� 12 inch width tA-'( A)1 l'J 2 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab � /�_ PVC/Cast/Copper 2Cy_ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I i I i ` I I I I I I [ 1 I ; i ` �� ' H i 1 I 1 I I 11 - ' 1---l 1 - I ' -• -- i •• ». 1 • s I s ii 414 i 1 1__ ;.»._. I I. !. y-.__.I 4.. I.I I Ti_. _ 1 E i , I i 1 1 i. 71 71 '. i i ' i , I I I • I II E t i , I Tv 1 I I E ( i. le— I 1 I I i 1 I 1 i I ; i i D i r�77 ;�t1 [ l n l Cyn 1 i I _ I 3 I I I �. 1 ! I { rrtIT_ ' Ei — H ____fI — - --- ; , x 1 I r+1 1.[� 1; _ • V I ! 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I I I 1 I �_ .I ,..... _ _i� _ - n t • 1 , 1, iiiii I I I I z I i I.._....__I..__ ` I E I _ I 1 Notes I i 1 i ! C 1 I I ._.._. I 1 r i _ _ 1. The Builder is to provide and install 3'/.inch diameter minimum steel columns with the; ..—"' "—t 1J i 1 0 required column pad as shown. Use adjustable jack posts to support the center girder. 'I-'-•-'•• .-1 I I I A I Do not change the column spacing. 1 1 ,, ., i l • .. 1 I. L•_•_,•••• v ._ 2. Integral pilasters or equal required 10'-0"on center when backfill exceeds 4'-0"In height."' < ; "'1'I'tO" I ! i µ 1 i A p 3. Windows or vents are required to provide 1/150 of floor area as free ventilation and shall be i _ — 1 __ ,__.._..___._ L_...».__i._....!___.'.»_.__..._._......�___.... c' -, .-__. ._...___ } j v v o I located as close to the corners as possible. Verify window sizes and locations with Owner. ( j" " 1 1 I 1 I I l > 2. T 0 4. Provide a minimum of 48 inches of cover over all footings. I I 1 1 I !•__._.._,•.i_-__,. m m S. Provide sump pump and pit as necessary. "" " I I t I I 6. All construction must be in accordance with all NYS and local Building Codes. _ I - ;..--•._• } •.••, I _......1 _, [-___1.__..i .. 1 to n 7. Smoke detectors in the basement shall be the responsibility of the Builder to provide and install. , 1 I I 1 I I 1 l I Y \ A D 8. Foundation sizes reflect wood to wood dimensions of modular units,allowing1 ! I sheathing and siding to overhang the foundation. If Styrofoam is used the �— -- __._ - 1 • - I foundation may be decreased by length and width to accommodate.. ! r _�l I_ _-� i- - I- 1 — - ` 9. If soil conditions are not suitable for the foundation,contact the Design Engineer. :. t I I , I 10. Provide for two garage doors in the shaded area. Verifythe opening&door sizes with the Owner. • 1_••••.,,,, „,,,•,,,,,,,,;I._,,.,,..,_.�,-......,•I ..._.1_.. _ I 11. Provide the required fire separation between the garage and the living space in the basement. I i I 1 f I I I I I I 12. Provide for an opening to the garage basement. Verify the opening&door size with the Owner.__- I I I I PAUL K. MALE, P.E. & P.L.S. JoB -4 9ic141c--Ii(1 12.04) - Qu cc",syury. 24 Bog Meadow RunSHEET NO. Z OF 4 P.O. Box 26 SARATOGA SPRINGS, NEW YORK 12866 CALCULATED BY 1�('') ICM DATE /1 3/12 Phone (518) 583-8879 Fax (518) 583-9507 CHECKED BY DATE SCALE .3A" I .CO O'I- 1x' FLR.FRAMING \!I (SEE MANUF, PLANS) 4 I •• i1; • —�xi l ' .I1 bTI I. FINS-I GRADE BY HOMEOWNER ' • '' I I E GENERAL CONTRACTOR. II 4 :111=711--F;1_12:-,. ill..!;:-:- a, • i 1=11 l=1 I, 1i=,!I---.11;I,11 HI�l—_II 11-._ 1 -1 !_:11 _!;I- -1HIIi.7, II ! 1—f i '.` !!!==I I i -i 1 I-.!11=1 . 9 II :i=111- _=-11' ;,!i__I1' ..... II' ,1.I_I�I-11';:x-,11-= , _ . -- ' - ::-1 I 1 1 1 t.••. '--71,1_- __ I I__1;1-_'h' (I)#4 VERTICAL BAR @ 48 INCHES I f:, 1 - III- i,1;. _ON CENTER IN CONCRETE WALLS . . II -- GREATER THAN 6 FEET IN HEIGHT 1=711 - i-:-1 1_ 41 _!�-7-. 7:1; y .. 11 a i- '1 1-:=-_-..i 1•_-_•:11 WATER RESISTANT BELOW GRADE I —1 i 1__, III;_ I _1 I 1—; DAMP PROOF ABOVE GRADE e. �I 1—Iii--I l!' II ,pi i I=_=!11;=1 II -1!I-=1i,=;III II • 11=i;=; 11 s . I I -i I : _-;I !I 11=1;r!i 17 .aI I ' --111:_--._---1 I I-=-1 I.I . 1 i=1 I I= --_111_- --iii 1 1 11=1 I I - I a 4 REINF. BAR (PIN) I _11 i_4 0 48' O.C. 2 X 4 STUD WALL -P.T. SILL PLATE - p1 :°. 1 I_ I F-11, INSULATE CAVITY W/R- I I-FNISN it 1 -=I 1 1 W/ FSK PAPER. _ — II" ilii. .�o !. 1. 1—Tiin —. Ii !I I:- 11 II11 .!I-=111.-17-111]IjI CAST-N-PLACE CONC. FTG. \ 1111 v—1 11I iI I h PEA GRAVEL BACKFLL (CONTINUOUS)(2) NF. BARS N - D'II1I. . �- III WRAP N FLTE32 FABRIC. (3 O 00 I�s) _ II I I -,• I IW 6' FTG.DRAIN-RUN TO DRYWEELL 1 ° ll 11 • �•l `I G.C. E I-1OMEOWNE2 TO CO-ORDINATE. • ;ter•..• =�_� -2- „ • yam,.--� -l i-_1 I =111=1! ;t-i_I_- 1 r- •• -a n - N-- ;-� ------ I-I!I-1!i-III =i 11 `� ... 1�I, I�I, ! Irk• '• I ?cy/ i_ ... TYPICAL FOUNdATION WALL SECTION p E S7,0 84 0 'f-Zyirk c Fo 4-10n PI ' • 4 ?(c L(e. (---t,I I P PAUL K. MALE, P.E. & P.L.S. o a7c) - JOB 24 Bog Meadow Run SHEET NO. 3 OF 4 P.O. Box 26 SARATOGA SPRINGS, NEW YORK 12866 CALCULATED BY p v A4 DATE 5/1 1 3 / 1 2. Phone (518) 583-8879 Fax (518) 583-9507 CHECKED BY DATE SCALE . . . .• : i . . • : - I ..• . • • . i : : • : . I i , . ; t • .• • : • . : : ! • 7 i : 1 - : I ; ••• , i .• . ! . : ; 7 1 ! i , • E ! ' 1 1 ! .. • • • • ! ' 7 : : • • • . 1 : 1 ; - ! i , • E . .....4 -I. i t• t 4 l•- ! : • i ! . • 1 : : 7 f : 'I..' .: 4- -1- ' !"' • • • • . . -1 ' . •! !•• 4 --t• • . . • . . I - • ' . : . , . • : . • . . ! • • ! • : ' - - i- •••!•••• ; ; • . / • • • . 7 • i • .._ . . • • ..... .. SCHEDULE 40 - SET ON ... LEVELING PLATE E GROUT. .--K ... _. . BITUMINOUS JOINT FILLER I AT COL. PERIMETER. IZ DEEP X 2 WIDE X 24 WIDE --i , .."- CONCRETE FTG. I __. (SET ON VIRGIN SOIL) 1 i I I 4" CONC. SLAB - SET --- e30 00 ps i) • I ON 6PEA GRAVEL 1 I -W/ WIRE MESH. - 1 II (2) 13 4 REINFORC. BARS -.. TOP OF 1 • I 4 (..)00 )BASEME.NT FLR. 3psi : , • "- d' • .' -E I ;. • ., . . ..; . ;- 4... = .1 I . . .H . • . •\,/ a .. . . . • "' - = a . . . . . .. . • A .. " 4 . • .1 • . .. .. . . . a A * •• "4"/15 Mir.Mdigirear_ol..1.11=4V.A1 ' •-j--".L.:','..- ..z.,---1-; ..... iiilirs. '• .•..• :. .-• . .' . A " s 11.1%,724tirmill'ifFOIPROZIOZ: .- ••••• .,..-1 ' ,-49)10.2...-",co ,lik. . • . .... t . -- • ..... Ant,-,-.„L'-5._i.-._.-•."-•..,e.-;,.„-'-'4'••-'.-:-----;.--`---c-•s_....4__':_s,`/_„",.1„T,1la1-•.'-AVl3•U..141i%7gk,.ia-N.k4iS.tI.0A.n.aii,.v.a.,41.- 5”.•. :- •':• -• a , z .- ..• ..-. .'..0...-.a4 .. 2 - ‘ - - - . 4V4K_IltIV•..../O1/.4.1..0.:,§ 0 _-4„-”-0.0A--qN1aa1um-1ee-.064--7•w-44i,41arM1mi.-l•.vlrw.-.%.,7.•r4,.Sm1•-.itAirl.rAirA-p,t.-tt4eiq.c14..i-fe:.7-,644-4%A ,41 0. .. . gr,Literrar-_,„.4....fflior,•:1"1. ;itff= • '431-1-4 •••.=..1,------4 " -fi. 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A.," ,. : , • " ._. ; ; .• - ; ; 1 i• i • i • ; : I ; ; : .• : : . : i • i I ' P E 67,08m I , . ,: i E • ' I E • • . • • .• . • • ' 1 . .• 1 • ! 7 i . . . , , : • ; . : , 1, : ; : : ,.... I I ! 1 ; ! 1 : • • i 1 I . . ! . . : : ! ; • : 1 ; • o ' Vourkc �.00„a�,-_) o n ncc,,, PAUL K. MALE, P.E. & P.L.S. JOB -4 Pi c.k lc N'rI Roc.a - a Qis6._sy r 24 Bog Meadow Run SHEET NO. 4 OF 4 P.O. Box 26 SARATOGA SPRINGS, NEW YORK 12866 CALCULATED BY tPgAft DATE 5/I3 /'2 Phone (518) 583-8879 Fax (518) 583-9507 CHECKED BY DATE SCALE /44%. ete z_. • r1\0:1-.., -ti, 44 AS REQUIRED BY OWNER ,� �� ! FULL BASEMENT - Q 0. 441-1: 4 \ ,,,..-.*42, • ��+ iv-I \• �, \ 8.8' CAST IN PLACE CONC R E T E \ •\ \ - \ \\ P.T. 2 X 6 SILL PLATE WALLS BELOW GRADE TO BE WATER RESISTANT-ABOVE GRADE TO BE DAhIPROOFED 6 .441444014j.*////////*********/* : ..i... tt 4 REINFORCEMENT BAR t•t J li ,,,i'' 4'..:, . .,.. .,4 .\-t.......)\ 00111 \ yCo • TYPICAL FOUNDATION WALL / FTG. DETAIL --- • . • _ : I 4 �� f i • i f ! i i i • i • ••:.; b P i -3 co 5. -1--; __ _ " TOWN OF QUEENSBURY ' i -- -, BUILDING & CODES DEPT. _ ----.- - - A z x Re" Reviewed B : .4 y 'i �, s7 �rt a Date: '�Z- c CI.. ._____-;,1:I I I ; I I PI 1 C:!' !,1•'$1(10V.,/ • ! ! ; ! ,Y-.-Ey/1601,1 , �- --- I;' ; ; ' I i } I , i1 i , 1 ; i II • 1 4 �_ I I I ;• ' i ` I j• I i j t j I ! �� ir{j i Ii -�i , -TI �\ r i�� '1 �1 ,I ' ' �; ' 11 so . — \ , ,___H 11 .. (,/ .71/4 g- f1 r ; L 6 4 !�. TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance • ' with our comments shail not be construed as i indicating the plans ,!rid specifications are in • full compliance with the Building Codes of New York State. - f ' __ _– – —..._._.. 1 �` 1 '. I -_ / Q , . +++LLL,-_• I .+ -- }-.. Lr- I �r { 7 1 1 �i ...3 �` f • z1-0 t`� , If G I -c2 o _ 1`f:aj, 6,rS-0vGv' G `/ (., r�o :;,� mac, i < r , _ . 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I• ye i\ 1 et"Tc„.1‘ HO,(4_ s 4 n MEMBER REPORT Level,Floor:Flush Beam PASSED > Itt�.F R T E 4 piece(s) 2 x 12 Spruce- me- it To. 1 / No. 2 Overall Length:26' + + O 0 I I 13' 13' -I' 4 X 0 E g All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actual @ Location Mowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 11026 @ 13' 20295 Passed(54%) 1.00 1.25 D+1.5 L+0.5 S(All Spans) Member Type:Flush Beam Shear(lbs) 4701 @ 14'2" 9702 Passed(48%) 1.00 1.25 D+1.5 L+0.5 S(All Spans) Building Use:Residential Moment(Ft-lbs) -13966 @ 13' 17866 Passed(78%) 1.00 1.25 D+1.5 L+0.5 S(All Spans) Building Code:NBCC 2005 Live Load Defl.(in) 0.161 @ 6'2' 0.317 Passed(L/945) -- 1.0 D+1.0 L+0.5 5(Alt Spans) Design Methodology:LSD Total Load Defl.(in) 0.180 @ 6'1 5/16" 0.633 Passed(L/846) -- 1.0 D+1.0 L+0.5 S(Alt Spans) •Deflection criteria:LL(1/480)and TL(1/240). •The importance category considered for this design is normal. • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'2 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A system factor of 1.1 has been applied to the calculated bending and shear strengths. •Applicable calculations are based on CAN/CSA-086-01 methodology. •The moment,shear,and member reaction values are based on factored loads(strength).Support reactions and deflections are based on unfactored loads (service). 1 Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Flo Snow Accessories 1-Stud wall-SPF 5.50" 4.25" 1.50" 390 1206 1525 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 5.50" 2.99" 1221 4750 4750 None 3-Stud wall-SPF 5.50" 4.25" 1.50" 390 1206/ 1525 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied dhettly above it,bypassing the member being designed. Loads Location T Widtfiry Dead Floor Live Snow Comments 1-Uniform(PSF) 0 to 26' 5' 12.0 60.0 60.0 Residential-Living Areas i /� ��J Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte Software Operator Job Notes 1 7/24/2012 1:48:53 PM Jamey Lum Forte v3.5,Design Engine:V5.5.3.2 i Curtis Lumber Co.Inc. screen porch drop.4te (5 t 8)792-5601 lum;arcurtislumber.com Page 1 of 1 _` i ti-c t.`,_ . � /� ^�`) J ,-7-7- JtGati .v- . l�_ 3 � � 1 �)t W I t Pc?isJ 1' t., , 16 1--f --1 d e 191 F4 A PY T . Tv.: ' r . - ; 14--------- ---- --- - __ ____ __ __._ .__ _______ co 1_,c i 6 T• r k I } I j --2-----.7f ! I I , L_ y L .r C I 'w j =6, E 4 Pr i i . _ -- tIT l rl 1' r_tt� ti I- - 1 I -.` • �- I -1,....;. __ Z) .. C_- • TOWN OF QUEENSBURY . L t P T BUILDING & CODES DEPT. y:a, Pt. eviewed By: ....__________ ' 1 rnFT-r--' r Date: __ Li 1 L � -► 1 TOWN OF QUEENSBURY - .- t. BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicating the plans -nd specifications are in full compliance with the Building Codes of Na"I`:'cr1 -I;,te. a.F Q R T E • MEMBER REPORT Level, Wall:Header PASSED .\\,(N \` 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 • Overall Length:6' � r o D 6' El p All Dimensions Are Horizontal;Drawing is Conceptual Design Results Actha)@ Location Allowed Result LDF; Load:Combination(Pattern) System:Wail Member Reaction(lbs) 3176 @ 2" 6458 Passed(49%) 1.00 1.25 D+1.5 S(All Spans) Member Type:Header Shear(lbs) 2051 @ 1'3/4" 4387 Passed(47%) 1.00 1.25 D+1.5 S(All Spans) Building Use:Residential Moment(Ft-lbs) 4250 @ 3' 6643 Passed(64%) 1.00 1.25 D+1.5 S(All Spans) Building Code:NBCC 2005 Live Load Defl.(in) 0.051 @ 3' 0.189 Passed(L/999+) — 1.0 D+1.0 S(All Spans) aesign Methodology:LSD Total Load Defl.(in) 0.062 @ 3' 0.283 Passed(L/999+) — 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(1/360)and TL(L/240). •The Importance category considered for this design is normal. •Bracing(Lu):All compression edges(top and bottom)must be braced at 1'8 1/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A system factor of 1.1 has been applied to the calculated bending and shear strengths. •Applicable calculations are based on CAN/CSA-086-01 methodology. •The moment,sheer,and member reaction values are dazed on factored loads(strength).Support reactions and deflections are based on unfaciored loads ( )• Bearing Length . Loads to Supports fibs] Supports Total Available Required Dead Snow Accessories 1-Trimmer-SPF 3.50" 3.50" 1.72" 381 1800 None 2-Trimmer-SPF 3.50" 3.50" 1.72" 381 1800 None Loads Location Tri1Nidbu tlr Dead Snow Comments 1-Uniform(PSF) 0 to 6' 10' 12.0 60.0 Residential-Living Areas Weyerhaeuser Notes - - ;; l • SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/26/2012 9:07:22 AM Jame Lum Forte v3.5,Design Engine:V5.5.3.2 Y Curtis Lumber Co.Inc. (518)792-8601 lum jcurtislumber.com Page 1 of 1 • DATE07/25/12 PAGE 1 . U T = REQ.QUOTE DATE / / ORDER# ORDER DATE I I QUOTE# 122599 DELIVERY DATE / / CUSTOMERACCT# CUR-QUEEN Saratoga Lumber Traders,Inc. DATE OF INVOICE / / CUSTOMER PO# SALES REP *Jamey Lum INVOICE# 831 Route 67- Building No.46 PRICE VALID FOR Ballston Spa•NY•12020 CONTRACTOR 'Jamey Lum DESIGNER I Hillary DeGrasse (518)885-0194•(518)885-1041'' JOBSITE PHONE# SALES AREA Curtis Lumber Inc. JOB NAME:O'Rourke LOT# SUBDIV: ° 460 Big Bay Rd MODEL: JOB CATEGORY: T Queensbury,NY 12804 DELIVERY INSTRUCTIONS: ° (518)792-8601 SPECIAL INSTRUCTIONS: ° Queensbury,NY 12804 ROOF TRUSSES PROFILE QTY PITCH I TYPE I BASE 0/ALUMBER OVERHANG CANTILEVER APPROX. PLY TOP BOT ID SPAN _ SPAN TOP BOT LEFT RIGHT LEFT RIGHT WEIGHT QUEENPOST /1:::>..." 5 , 5.00 0.00 R1 18-00-00 18-00-00 2 X 4 2 X 4 01-00-00 01-00-00 51 lbs.each GABLE 1 5.00 0.00 R2 18-00-00 18-00-00 2 X 4 2 X 4 01-00-00 01-00-00 53 lbs.each Valley Truss 1 5.00 0.00 V01 15-04-00 15-04-00 2 X 4 2 X4 32 lbs.each Valley Truss 1 5.00 0.00 V02 12-08-00 12-08-00 2 X 4 2 X 4 26 lbs.each -,e5°11 ----.• Valley Truss 1 5.00 0.00 V03 10-00-00 10-00-00 2 X 4 2 X 4 20 lbs.each Valley Truss 1 5.00 0.00 VO4 07-04-00 07-04-00 2 X 4 2 X 4 13 lbs.each Valley Truss s 1 5.00 0.00 V05 04-08-00 04-08-00 2 X 4 2 X 4 8 lbs.each APPROX.TOTAL WEIGHT 407.00 lbs. ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: BY: ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL i' (-I (. C, e 1 Job Truss.. Truss Type - Oty Pty O'Rourke 122599 R1 OUEENPOST 5 1 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 Run:7.250 s Aug25 2011 Print 7.250 s Aug 252011 MiiTek Industries,Inc.Wed Jul 25 14:38:16 2012 Page1 ID:vv52SJC7v2skOvJ2vNVrd(yuW?i-y8DtW?xorA7Gq?iBJ?0Xz6n?A8a1(Me7boaS7Ohyu/vt 1-0-0 4-9-14 9-0-0 13-2-2 18-0-019-0-0 1-0-0 4-9-14 ( 4-2-2 4-2-2 4-9-14 ( 1-0-0 Scab=1:33.1 454= D 5.00 FIT 2x4* 2x4 C E O } 1 `+ � T7 4 B F 81 81 C' H O 356= 5x8= 3x6= 9-0-0 ( 18-0-0 9-0-0 9-0-0 Plate Offsets(X,Y): fB:0-2.12,0.1.81,IF:0-2-12.0-1-81,(H:0-4-0,03-01 _ LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) Udell Lid PLATES GRIP TCLL 462 Plates Increase 1.15 TC 0.27 Vert(LL) -0.08 H >999 240 MT20 1691123 (Ground Sncw=60.0) Lumber Increase 1.15 BC 0.41 Vert (TL)10.0 (TL) -0.14 H-N >999 180 BCLL 0.0' Rep Stress InaYES WB 025 Horz(TL) 0.05 F n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matra-M) Weight 51 lb FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 44-8 oc pudins. BOT CHORD 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 k6Tek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabitzer Installation guide. REACTIONS (lb/size) B=809/03-8. F409/0-3-8 Max Harz B 34(LC 7) Max Upli tB-113(LC 9),F-113(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-O-13661176,C-O=-12621187,C-D=-9751137,D-E=-975/137,E-P=1262/187,F-P=-1366/176 BOT CHORD B-H=12911208,F-H=-129/1208 WEBS C-H=505/94,D-H=-427385,E-1.1=505/94 NOTES 1)Wind:ASCE 7-05;90rnph;TCDL .Opsf;BCOL-3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II:Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;P9=60.0 psf(ground snow);Ps=46.2 psf(roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or ZOO times flat roof load of 462 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)I=113,L=113. 9)This truss is designed In accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 10)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard PDF created with pdfFactory trial version www.pdffactory.com Job Truss . Truss Type Qty Ply O'Rourke , . . 122599 R2 GABLE 1 1 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 Run:7.250 s Aug 25 2011 Print:7.250 s Aug 25 2011 MITek Industries,Inc.Wed Jul 25 14:38:16 2012 Page 1 ID:vv52SJC71125kOvJ2vNVrdfyuW7i-yBDtW?xOrA7Gq?iBJ?OXz 6n1 S6g0MhGboaS7OhyuVvt 7-0-0 9-0-0 I 18-0-0 19-0-0 11-0-0 I 9-0-0 9-0-0 1 1-0-0 Scale=1:33.1 454= F c' 5.00112 E 0 1 y D H S r ^ T 4 1 Y 0 T1 1 Wwy Y T1 B I ■■ J NilK �� ii B1 B1 3x4 R 0 P 0 N M L 354= 555= 18-0-0 18-0-0 Plate Offsets(X,Y): 10:0-2-8,0-3-01 - LOOALLWNG(PsQ I 462TC SPACING 1-4-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP (Ground Snow-40.0) Plates Increase 1.15 TC 0.19 Vert(LL) -0.02 K Nr 180 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 K n/r 180 BCLL 0.0 ' Rep Stress!nor YES WB 0.05 Hotz(TL) 0.00 J Na n/a BCDL 5.0 Code I13C2006/TPI2002 (Matrix) Wind(LL) 0.00 K n/r 120 Weight 53 lb FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2 X 4 SPF-S Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPFS No.2 Welk recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 18-0.0. (Ib)-Max HarzB=35(LC 7) Max Uplift All uplift 100 lb or less at joint(s)B,J,R.Q,R.N.M,L Max Gray All reactions 250 Ib or less at joint(s)B.J.O.P.Q.R,N.M,L FORCES (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft;eave=2ft;Cat.II;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TCLL ASCE 7-05;Pg=60.0 psf(ground snow);Ps=46.2 psf(rod snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times fiat roof load of 462 psf on overhangs non-concurrent with other live loads. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of wIt hstandng 100 lb uplift at joint(s)B,J,P,Q.R,N,M.L. 13)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)*Semi-rigid pitchbreaks including heels'Member end fucity model was used in the analysis and design of this truss. LOAD CASE(S)Standard PDF created with pdfFactory trial version www.pdffactory.com Job Truss.. Truss Type Oty Ply O'Rourke . . 122599 VO1 Valley Truss 1 1 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 Run:7.250 s Aug 25 2011 Print 7.250 s Aug 25 2011 MhTek Industries,Inc.Wed Jul 2514:38:17 2012 Page 1 ID:w52SJC7w2skQvJ2vNVrdfyu W?i-QKm FkLyOcU F7S9HNtMm W JK4tXx57VIOEBhw7yuVvi 7-8-0 15-4-0 7-8-0 7-8-0 Scale=124.6 4x9= , 1111111111.°91--1-1 12rte rr E F 6.41.44.6.46.4.4♦ e.&A.4.46.eA.&.e e♦4..6.46.411.e.e.41.46.e.e.4).4 40.e.A.46.10.4 0.4.4.4 a e.e.4_e e♦4.4►.4/.0.e a♦. •.e.410.40.4.4♦4 3x8 G 2x4 II 3:8 ( 15-4-0 15-4-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in TCLL 462 floc) Ilde6 Ud PLATES GRIP (Ground Snow=60.0) Plates Increase 1.15 TC 0.66 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 032 Vert(TL) n/a - n/a 999 BCLL 0.0' Rep Stress InaYES WB 0.11 Horz(TL) 0.00 C n/a n/a BCDL 5.0 Code IBC2006/TPI2CO2 (Matrix) Weight:32 lb FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. OOT CHORD 2 X 4 SPF-S No2 BOT CHORD I7gid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF-S No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) A=255/154-0, C=255/154.0, D�22115-4-0 Max HorzA=-28(LC 7) Max UpliftA=-37(LC 9),C=-37(LC 9),D=-63(LC 9) Max GravA=276(LC 2),C=278(LC 3),D�22(LC 1) FORCES (Ib)-Max.Comp/Max.Ten.-Al farces 250(Ib)or less except when shown. WEBS B-I=-520/85 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=.0psf;BCDL=3.0psf;h=25ft;t3=45ft;L=248;eave=4ft;Cat.8;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL•ASCE 7-05;Pg=60.0 psi(ground snow):Ps=462 psi(roof snow):Category ll;Exp C;Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Th's truss has been designed for a 10.0 psi bottom chord live load nonco c Trent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)A.C.D. 9)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard PDF created with pdfFactory trial version www.pdffactory.com • Job Thus :- Truss Type Oty Pty-----O'Rourke • . 122599 V02 Valley Truss 1 1 Job Reference{optional) Saratoga Lumber Traders.Ballston Spa,NY 12020 Run:7250 s Aug 25 2011 Print:7.250 s Aug25 2011 MAiTek Industries,Inc Wed Jul 25 14:38:17 2012 Page 1 ID:W52SJC7w2skQvJ2vNVrdfyu W7i-QKmFkLy0cUF7S9HN1iXm WJK8YXzn575I0EBhw7yuVva 6-4-0 6 } 12-8-0 6-4-0 Scale=120.3 5x6= B 5.00 12 /.t E Illhii C hihmhihn..0 3x6 2x4 II 3x6 12-8-0 —_ 12-8-0 { LOADING(psf) SPACING 1-4-0 CSI DEFL in (Ice) Vdefl Ud PLATES GRIP TCLL 46.2 Plates Increase 115 TC 0.42 Vert(LL) n/a - n/a 999 MT20 169/123 (Ground Snow 60.0) Lumber Increase 1.15 BC 0.21 Vert(TL) rile - n/a 999 TCDL 10.0 Rep Stress!nor YES WB 0.08 Horz(TL) 0.00 C n/a rJa BCLL 0.0 ' Code IBC2006/TPI2002 (Matrix) Weight:26 lb FT=20% BCDL 5.0 - LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF-S No.2 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) A=206/12-8-0, C=206/12-8-0, 1502/12-8-0 Max HorzA=-23(LC 7) Max UpliftA=30(LC 9).C=-30(LC 9),D-51(LC 9) Max GravA=221(LC 2),C=221(LC 3),D=502(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when sham. WEBS B-X20/69 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow);Ps=46.2 psf(roof snow):Category II:Exp C;Partially Exp.:Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chard bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)A,C,D. 9)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory trial version www.pdffactory.com • Job Taus Truss Type Qty ._ Ply O'Rourke • 122599 V03 Valley Truss 1 1 Job Reference Saratoga Lumber Traders,Ballston Spa,NY 12020 Run:7.250 slifaq tT Aug 25 2011 Pdnt 7250 s Aug 252011 NGTek Industries,Inc Wed Jul 25 14:38:17 2012 Page 1 ID:vv52SJC7w2skQVJ2vNVrdfyuW?t-OKmFkLy0cUF7S9HNDXmWJKBOX?858UIOEBhw7yuVva ( 5-0-0 ( 10-0-0 5-0-0 5-0-0 —� Scale:3/4'=1' 4x6= B 5.00 12 • •••••••• ••••• ••••••••••• •••••••••••••• 0 3x4 2x4 II 3x4 10-0-0 10-0-0 LOADING(psf) SPACING 1-4-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 462 Plates Increase 1.15 TC 0.24 Vert(LL) nfa - n/a 999 MT20 169/123 (Ground Snow 6D.0) Lumber Increase 1.15 BC 0.12 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Ina YES WB 0.05 Horz(TL) 0.00 C n/a n/a BCLL 0.0 ' Code IBC20061TP12CO2 (Matrix) Weight:20 lb FT=20% BCDL 5.0 LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X4 SPF-S No.2 I MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) A=157/10-0-0, C=157/10-0-0. 0=383/10.0-0 Max Ho zA—17(LC 7) Max UpliftA=-23(LC 9).C=-23(LC 9),D=-39(LC 9) Max GravA=166(LC 2).C=166(LC 3),D=383(LC 1) FORCES (Ib)-Max Comp/Max.Ten.-All forces 250(ib)or less except when shown. WEBS B-D=-320152 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.II;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed:end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL•ASCE 7-05:Pg=60.0 par(ground snow):Ps=462 psf(roof snow);Category II;Exp C:Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of Cuss to bearing plate capable of withstanding 100 lb uplift at joint(s)A,C,D. 9)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 10)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard • PDF created with pdfFactory trial version www.pdffactorv.com • Jab Truss Truss Type - - Oty - Ply O'Rourke .. 122599 VO4 Valley Truss 1 1 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 Run:7.250 s Aug 25 2011 Print 7.250 s Aug 25 2011 WO Tek Industries,Inc Wed Jul 25 14:38:17 2012 Pae 1 ID:vv52SJC7w2SkOvJ2vNVrdfyuW?i-,KmFkLy0cUF7S9HNh7CmWJKBpXzV58GI0EBhw7yuVva 3-8-0 I 7-4-0 3-8-0 ♦ 3-8-0 Scale-1:13.G 3x6= 5.00 rif � E C A O o61 .......................................................••• 2x4 6 2x4 7-4-0 7-4-0 Plate Offsets(X,Y): IB O-3.0.Edael _ LOADING(psf) SPACING 1-4-0 CSI DEL in (loc) I/dell Ud PLATES GRIP TCLL 462 Plates Increase 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 1691123 (Ground Snow40.0) Lumber Increase 1.15 BC 0.22 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress kncr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCLL 0.0' Code 1BC2006/TPI2CO2Matrix BCDL 5.0 ( ) Weight 13 lb FT=2056 LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S Not BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. IATek recommends that Stabilizers and required cross bracing be installed doing truss erection,in accordance with Stabiizer Installation guide. REACTIONS (lb/size) A=24017-4-0,C=240/7-4-0 Max HorzA=12(LC 8) Max UpliftA—29(LC 9),C—29(LC 9) FORCES (lb)-Max.Comp/Max.Ten.-Al forces 250(1b)or less except when shown. TOP CHORD A 320153,B-0=277/56.B-E=277/56,C-E=-320/53 BOT CHORD A-C=35/264 NOTES 1)Wind:ASCE 7-05;90mph;TCOL=.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=46;Cat.II;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow);Ps=462 psf(roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live Iced nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on thebotom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)A,C. 9)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)•Seml.dgid pltchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 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Truss Type City .Ply O'Rourke 122599 V05 Valley Truss 1 1 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 Run:7.250 s Aug 25 2011 Print 7.250 s Aug 25 2011 Welt Industries,Inc.Wed Jul 25 14:38:18 2012 Page 1 ID.vv52SJC7w2skQvJ2vNVrdfi W71-uWKdxhzeNoN_3JsaQQ212XIPvxLBgbWuFuxESayuVv2 2-4-0 4-8-0 2-4-0 ( 2-4-0 3x6= Scale=1:8.e B 5.00 12 C A O 81 • •••••••-•.♦•••••••••,♦♦,♦,••••�•�•�•�•�WV-��•�•�"�.tI,tkt,•� •�•�•�.h. -.-•-•••••q.•.•.•♦ 2x4 2x4 I - 4-8-0 4-8-0 Plate Offsets(X,Y): IB:0-3-0,Edgel LOADING(psf) TCLL 462 SPACING 1-4-0 CSI DEFL in (loc) l/defl Lid PLATES GRIP (Ground Snow-40.0) Plates Increase 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 169/123 TCDL 10.0 lumber Increase 1.15 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 ' Rep Stress Ina' YES 1 WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 5.0 Code IBC2006/TPI2002 (Matrix) Weight 8 lb FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NiTek recommends that Stablfaers and required cross bracing be installed during truss erection,in accordance with Slabiiaer Installation guide. REACTIONS (lb/size) A=131/4-8-0, C=13114-8-0 Max HorzA=(LC 8) Max UpliftA=-16(LC 9),C=-16(LC 9) FORCES (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;90mph;TCDL 6.Opsf;BCDL=3.0psf;h=2511;B-45ft;L=2441;eave=4ft;Cat II;Exp C;enclosed;MWFRS(all heights);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL ASCE 7-05;Pg=0.0 psf(ground snow);Ps46.2 psf(roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)A,C. 9)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 10)'Seml-rigld pitchbreaks including heels'Member end frdy model was used in the analysis and design of this truss. 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