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2012-179
9.1111b) TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 Q r1, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120179 Date Issued: Tuesday, October 02, 2012 This is to certify that work requested to be done as shown by Permit Number P20120179 has been completed. Location: 110 DIXON Rd Tax Map Number: 523400-302-014-0001-030-000-0000 Owner: SCOTT ESTABROOK Applicant: SCOTT ESTABROOK 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 propertyi owner of the responsibility for compliance with Site Plan, Variance, or (--DaNP other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 06` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120179 Application Number: A20120179 Tax Map No: 523400-302-014-0001-030-000-0000 Permission is hereby granted to: SCOTT ESTABROOK For property located at: 110 DIXON 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: SCOTT ESTABROOK Garage Attached 3 IDA St Single Family Dwelling $100,000.00 GLENS FALLS,NY 12801-0000 Total value $100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2012-179 SFD w/attached garage 1st Flr 1,211 sf, garage 264 sf and covered porch 105 sf $292.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,April 30,2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o Quee ury; iero y /.1 30, 2012 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY •• i • f y TAX MAP NO. �[�c). (4 -I -3b —/ V PERMIT NO. / Date FEES: PERMIT �/ RECREATION i`•-', R fir' . 20 2 ENGINEERING J am (If applicable) • PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: __5Lc= �S bq L roc,f - OWNER: 5C,01f (s+4 6o 1c ADDRESS: lc-6, s- - C-'4-)_s 1/S ADDRESS: PHONE NOS.(S-1/0 (S 0 7 -1 (, 6 (7 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: /)60,7 e - PHONE:-1g 307- 1(0(00 LOCATION OF PROPERTY: I/o 0 ,' kc,,) rL/ ()L,_te?/ L c-,1 y /U P / S'oq HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? ❑ YES ,a„NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR Z p x 0 d 0 PROJECT 0 0 w � wa = =l -J o w � Z < < '- Cl) N cn O r -, F- LL a = ,t$ SINGLE FAMILY C"� �' �' ! 14('' waif /1 0� I,�1 _srTWO-FAMILYr 0 • MULTI-FAMILY f�/ (NO.of UNITS ) TOWNHOUSE /}.(J( BUSINESS OFFICE '• d-L i /�IUO` tRETAIL- / MERCANTILE FACTORY OR /' INDUSTRIAL (2, ATTACHED 0 1% % jjy.,�,, (1 OTHER `� IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:fa'; C'L-L) FUEL TYPE: HEAT TYPE://c I ct ii *HOW MANY FIREPLACE(S): 0 AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? /Ur , IS THIS A HISTORIC SITE? 11)/? PROPOSED USE OF BUILDING OR ADDITION: /-Ic i e *Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed ��'� Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) 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(a queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No Www.queensburv.net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: , 6/)- -- 17 Revised 4/14/2010 Town of Queensbury HighwaylT Michael F. Travis Department I ! r----- 1 -3 Highway Superintendent 742 Bay Road, Queensbury, NY 1280.4' TOV .« [1:)) Home (518) 798-0413 3 Li AP19 2012 Office Phone: (518)761-8211Thomas R.Vanness Fax: (518) 745-4466 �;_ E _NSBURY Deputy Superintendent BUILDING& CODES Home (518)745-0929 www. Queensbury.net DRIVEWAY PERMIT Date: / 4-72 co-'Q0 Applicant Name: ,5(20 If ZS TA� & rbo k �J.�- / Address to be inspected: ) I v D r c\ Return Address: j Tcl /UV 1-1S1 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: (7()Preliminary Approval RECEIVED Need: ( ) Slight swale Town of Queensbury ( ) Deep swale Kee f r-_-4,4)04) Level with the road s hpG e (Sn Fe ,i m. (V 1 2012 ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( ) 12" ( )15" ( ) 18" ( )24" ( )36" OK Highway Department Preliminary inspections completed by: (". 6, S, _ Date: Approved by Higway S r . _ 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 Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 RAvicord 411412n10 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE . 11 11 I 1 1 1 11 1 I 1 1 1111 Z 1 I I I I. o I 1 'a ,:ocx.,�. --O W I I ll I I I: -o a. 11 I I I I I I A ` a. I , T� D.--- Q _ _ 1 11111®® z Ill I I I I I I I I . .I 1 Fn III 1 I II I , I i i 1 rt_ I I I 11111 I I i I _ii I I I 1 1 . I Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NoRO �� ) 'J -3OPERMIT NO. !,q—1 r>V PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PER IT: h 2012. • A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: !>Co INSTALLER: ADDRESS: 5 14 Si-1-14c 6 ICn< I (5 1:-/V(a-6-44 ADDRESS: PHONE NOS. (SQ)S) 3 a7 - I H6O PHONE NOS. LOCATION OF INSTALLATION: /10 r r RESIDENCE INFORMATION: NO.OF X COMPUTATION YEAR BUILT = TOTAL DAILY FLOW _ BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X ' 150 = INSTALLED? 1981-1991 X 130 = SPA OR HOT TUB 1992-present J X 110 = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING -\ STEEP SLOPE • %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? C:4 ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? 0.;-- 1 .r✓ DOMESTIC WATER SUPLY: MUNICIPAL Y= WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS I PER MIINUTE PER INCH[mph] (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: /U 0C) 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 ('I% fL Each trench 1-1 X T ❑ SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑ 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. codes(aqueensburv.net /dc,/ VISIT OUR WEBSITE FOR MORE INFORMATION`) www.queensbury.net Signature of Person Responsible Date Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 P E RATE VVAS LESS THAM ONE M` IJLJ" E VER INCH, I?EM0Vrr- SOIL To A OrPTH OF 4' Im AREA ANIO 2' BEYONIIO, AMF-rJO SOIL T6 A, S-7 h4INLJTL' PEricoi-ArtON RATE OR PaRL ACE SOIL- hdEW SOIL. TD HAVE A j'-7 M:'NU?r PER CGOL.A"ION RATE: AT 4.OPPOW ?I-1' CGMPA;,T REPLAirEMEN -r(AMEtJL)1:0 ORl-1tEW) SO)L- ivir,!.,,' LILTS. NEvv PStZ c>t.fa;rGx; -r'ie'6r MUST BE PER•P4:,'PMr0IAI AMENiJCr.00R R=Ft_,-CEMENT' 21011- TDVCR,'F`{ RATE AND T)5. --'.N, 3 ncL: Ri:K?rvf REFx'i..OW RAT??- !N SOIL. 'NtT►! A $-7 MiNUTC PEft-�OLAY101,1 RATE ReOWSC-S 1G,5 L.IN,FT, All:3ORPTION --REW-H-!7.SLIN.PT. PRb`v'I Et7<SRUhJS4 3$`Es4Cr�. P-, SET C)#STR)e-O'Ttor•1 ZOX AnID SEPTIC, —FANK LEVEL, 3, IrJS"rAL�_ SPEED LEVELERS IN e>O.X. 4. USE '`OKILY -OLID PIPE W t'rN T7GMT Jr}INTSr F�E"t"VJ l�.N i�'!s:i1DE-,tiro qND :�tK?f''%'"t T.4nlK, 'TWC N SEP-rir- TANK 4t-jo oi�--,Tr-?1Z JT:Dv Box AW'''BE7WtEFN C7/3T4'I$L'TrGaN SOX AR qV Vis'-e�lfJ/iffy. OF ASSOffr ^L�r..' TTiC_`I�iC.I"+. 6,, NC) POR' 'Ori OF SEPTIC. S''t'S7"KM SHALL -ME Wi'ri4ir,4 iO"niiANy LINE, (, NL> O Ert POtZTtCiN-OtSTR18VTfPN 'BUJf OR AaSORP-'''ON S,14, LL P�. YVrl"-FIN 100 Of OF ANY WEE_L 11 -Axl' ,ST)R,EAM, f-VND D(l W� %I !NSTALLATiON MUO.'r 6E ItJL-vP5C7Z ZO-Pr4,i0q TO Co VE 141;.;;x- gY-T•NLC)6UILoINr.- 11,4Spr- G.: -root, op' niE MOWN OP'Our^-NS13UR�rj I X 0 N' ROAD t Pk caF'OSE p 1 I F. ES10EN - N _ T0P SOIL Q S EEC) s,s44$AOKFILL 4'0 5L)LICi PIPF_ PfT�y APER F6PT 7% r-'.. D7STRigI-1770'�r P1 IpODtnAL -MIN $EPT?4 TANK I } SLOPE 1 •• "PER 4'x.5 ,"aALIL) PI PE P,T&t+ 6 'PER FOOT 32 �6 1 , IJ A8`aOfiPnON TRGNCH " 0 0 V 0 O 0 0 0 0 O n ' it L EL TR na T v z l I ID; S- 115 0 ri ON e,4%x ti. TRENCH LO,;,� VULiINA Er - v I 34` R�,RT PL07- PLAN SI".ALC N TS N1Aha!-+Oi.E' CCivEft ` I r; -:- CAULK LTD yJbi r.17 REMOVEA&LC COVER N LET �_..,....�._. _jBAFFA..x= t O� tU Z RUSHEt7 �TL1tiE(4 Jy TR N T9 tNV.INLE7" Z" A130VO" DUTLCT \P iu `ICG Iv -S MANHOLE COVER JUTi_rc`r CAIA-,bJZ0 JOIN; sArts �A.�t'+` TEr SEFTI =. TANK H Ia --CROH Z' �S:rbhlE( 4 J P� FFLF 3EEC) AREA AFTF-.1I INS>7ALLAT'ION ON -1 -HEATED BUILDING PAPER �1. nr4 rvEO-rr_XTILE FAC3RlG �{ 4!';6 SEYVFR F'j-E PlTCH��-�`p PER FOOT' N a01 GRLv5HEt1 STatvE ` Q„ '� 1 TTOAi OF T-RENCHEZ> WNIMUM 2.' AE50%/ SEA: �ntA�.. }ttG GFttaOtAD7 2�O WA-7-E*P OF.IMPERV100-. t-AYER: TRErJC.Mi=S /�6 O.C. YVrT1-1 Q' UaG-A23LE SOIL RE.<�UtRED ,3E'TWEE N TRENCr?E: 14 i� TS rE �-,,VED ax. n ENCH aDTTPM � � t � � r STI• S;, aaf�to at. It Is a Violation of the Law for any Person, Unless Acting Under the Direction Of a Licensed Architect, to Altar any Portion of This Document in any w y It any Pa.^.ion of this Document is s0 Altered the Altt.rinct Architect Shall Affix to tine Part.. n ., � filtered his Seat and the Notation 'AiWed 3y' Fo:iowed by his Signature and the Date Ot Such Alteration, and a Specific Description of the Alli,,ration. C, T G. PETER JENSEN DRAWN 17 WEST ROAD FLANaY t:+a-rg+a SOUTH GLENS FALLS NEW YORK 12803 12 - 034'I APK 26, 49 A3 Wr5aa Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: J o -- I—1 NAME: Elc ,+1-C LOCATION: 1 I [j Rc1 PERMIT#: �I ? 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: — Craig B� n, Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspcction.FORMSIFinal Survey Zoning Administrator.doc E v I Qk OX® �I a N v , o f /Q 1�3 FOUND IRON ROD � f s`' 1 vp000 /��~iiJJ 1 f� vV N 3 W E E 1 1 nJ - PapCN 11.9' E y 1 STO ' FRAME Yi / I J� 1 FOUND CAPPED IRON ROD < MO e _ l 1 I SEP77C TANK I I• 1 - R 1 24" MAPLE WJQ: 10, 1 O } �`/ lo• 0 e LANDS OF 1 1 I �• Q i" 1 MICHELLE D&LONG L 3415 P. 215 X11 L :n r h�i� �� �..74 �• I.� p 4 NE LICK LOT AR 0.355 f' Aa 1 � °a - _ t o 7 MAP REFERENCES: FOUND IRON ROD i. MAP & SURVEY OF CERTAIN LANDS OWNED BY THE WARREN COUNTY 1 7 �. ® I L o Y MADE BY GEORGE P. SLADE ENG. DATED 1900. AGRICULTURAL SOCIETY, l , W IQj 2, WARREN COUNTY, TOWN OF QUEENSBURY, TAX MAP NO. 302.14, BLOCK / ° FOUND IRON PIPE 1, PARCEL NO. 30, L. 4167 P. 280. FOUND CAPPED IRON ROD 1 AT9 0 -�j JpME' �. 1 pS B ico M$ _ ' OF LANDS OF SCOTT ESTABROOK LEGEND: • FOUND IRON MARKER �� J N O `p TOWN OF QUEEENSBURY,WARREN COUNTY , NEW Yf)RK �. �� co UTILITY POLE SCALE: 1 " = 13©' DA 7E:° JUL Y 13, 2011 —E— POWER LINE y `p UPDATED APRIL 18, 2012 TO SHOW PROPOSED St7E`PLAN. ¢ UPDATED SEPTEMBER 26,2012 TO SHOW AS -BUILT itL'8 0 HOUSE, SEPTIC & DRIVE ' NLY COPIES FROM THE ORIGINAL OF THIS SURVEY � I ARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S �sG490 o LAND BJP .WBOSSED SEAL OR INKED STAMP SHALL BE , 4 ONSIDERED TO BE VALID TRUE COPIES. W. J. ROURKE, ASSOCIATES Unauthorized Alteration to this map is a Licensed Land Surveyors 1554 Saratoga Road, P.O. Box 1434 f iiolotion of Section 7209, Subdivision 2 South Glens Falls, N.Y. 12803 Lt f the New York State Education Law. WILLIAM J. ROURKE, ENSED LAND SURVEYOR NO. 49098 JOB NO. I -iensbu ryBuildin & Code Enforcement - Residential Final Inspection ipp-N rCVL Office No. (518) 761-8256 Arrive: am/pm Depart: 11.� am/pm Date Inspection request received: %a/// -ei J— Inspector's Initials: NAME: c-----(1/}4t a) PI1MIT#: (22-‘29/01- -/ 7 LOCATION: NXC-) t> DATE: ac � Jo/�., TYPE OF STRUCTURE: Comments: .itte� Yes/ No N/A 4" Building Number Address visible from road lir Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake / 3 inch Plumbing Vent through roof minimum 18 inches At Roof Complete/Exterior Finish Complete Platform at all exterior doors - / Handrail 4 or more risers V V 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 / r/ Handrail Termination at Newell Post or Wall ✓ Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant f 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 watertight7 Safety glazing/Winfw in stairwells safety gling i Interior Smoke De ors/Carbon MonoxidrDetectors Every level: �� Ev Bedrg6m: 'f Outside every bedroo rea: / / Inter Connected: Battery backup: ,J 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 o// Plumbing fixtures ►/ Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification V /" Floor truss,draft stopping finished basement 1,000 sq.ft. , Emergency egress below grade if 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 ►f 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 c/ Garage fireproofing/%hour fire door/door loser / Gas Logs in Sealed or Glass Enclosure / ,/ Final Electrical;Energy Saving Light Bulbs 50% i/ Final Survey Plot Plan Y` Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles V / Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker ✓ Site Plan /Variance required Flood Plain Certification, if required 0 Okay to issue C/C or C/O[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6126/08; Revised 12/22/10, Revised 04/13/11 In r, n cl / -- 3 Queensbury Building & Code Enforcement - Residential Final Inspection```') Office No. (518) 761-8256 Arrive: am/pm Depart: Z 1 /`gym/pm Date Inspection request received: Inspector's Initials: NAME: Z-�'-�ceSA.rf-fi PERMIT#: I01-1 ')9 LOCATION: 1 / C► E C.4-eNrci R1 DATE: /Z)---/---/-1 TYPE OF STRUCTURE: S 1= ,n Comments: Yes No N/A 4" Building Number Address visible from road y/ k-t:Nc\i/S �(,t,I�,�-WAChimney Height/"B"Vent/Direct Vent Location (/ Fresh Air Intake s� 2op'd Ib-���i 3 inch Plumbing Vent through roof minimum 18 inches ✓Roof Complete/Exterior Finish Complete f4.nY 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 .----Z--- �� t)LO Interior/Exterior Railings 34 inches to 38 inches Deck Bracing I 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 io Bathroom/Kitchen watertight V / Safety glazing/Win'.w in stairwells safety gl- mg ,/ Interior Smoke Det=«ors/Carbon noxide 4etectors / Every level: Ev Bedro/¢m: / ✓/ Outside every bedroom rea: // 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 G- �cti Duct work sealed properly/Blower Door Test Certification t-3---L ; 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 areaI✓ �' Furnace/Hot Water Heater operating 14 Low water shut-off boiler / pr�- C-s� Relief Valve(s)installed/Heat Trap/Water Temp 110 / V` l^' Enclosed Stairs Sheetrock Underside minimum%z"Gypsum /", o/ - --1-2-4 '------ Basement jBasement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% Final Survey Plot Plan V Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles ,�� Flex Gas Pipe Bonding V As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required /'l Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6126/08;Revised 12/22/10, Revised 04/13/11 • trenchin.wb2 rev.7/99 Queensbury Water Department Service Inspection {, I Date://f 9/i ,D--Building Permit Number. / — / 7 !� I Owners Name: E '-7 f'} 7,7: Address: Lot# House# ;/;j Street / /1 • Builder: {s,_! Excavator. f''7` fj f ft ";YES NO • Type K Copper Tap Already Made Water On Ok To Backfill , Depth Of Service l Size Of Service 4 ;/ I Remarks: • Inspector: . i Foundation Inspection Report i •-• I — Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart : I pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: <5--k,:bk,t- � PERMIT#: ar 6 ;,Z ) 7 '? LOCATION: U � INSPECT ON: �'297-„/ TYPE OF STRUCTURE: j)� Comments N N/A Cfr—wtt c ) IMF 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 17-01-41}4--?( Septic Inspection Report • Office No. (518) 761-8256 Date Inspection request received: r • Queensbury Building &Code Enforcement Arrive: am/pm Depart` ' �— am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 6,14 j- NAME: . ; t YZ )k__- PERMIT N -4) 1 ` / 7 9 LOCATION: 11(7) DiXr�,'1 7[24. - INSPECT ON: Vc)-//d-ei) RECHECK: R.:d y �— Comments and/or diagram '�4'!' Soil Type: 3 L / Clay Type of Water: opal/ Well Water A--f--- -a Waterline separation distanceft. Well separation distance — c,6cp'- Other wells: ft. Well Casing Length 50' + / - Y N N/A T [150'to well required if NO] Absorption Field: Total length 171- ft. Length of each trench 3I'_ ft. Depth of trenches 'a-- 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 ikl PC-2(' Opening Sealed: N End Cap _ivy/ N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y [provide extension collar if Yes] „ • Y . N Location/ Separations Foundation to tank / ft. Foundation to absorption 1• ft. Separation of Pits Alla .- . . Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract _Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S . • `Approv-• •-.. al 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 Rough Plumbing I Insulation Inspettion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 2_,s`;--Q\t 0 .K PERMIT #: /9-09 LOCATION: / / D INSPECT ON: 7 - a TYPE OF STRUCTURE: S •F 1 Y N N/A 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 chan•e 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 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If r.•uired unheated s•aces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building &Code Enforcement Arrive: am/pm part: _ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: (�" NAME: t>\, S ' _ *07)1E-7 PERMIT#: LOCATION: diBlEb INSPECT ON: - wpm 2, TYPE OF STRUCTURE: Y N NiACOMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs I 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 1 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 L Firestopping Penetration sealed 18 inch insulation in cavity min. Garage Fire Separation House side '6 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above / below grade 5.0 sf grade L:1Building&Codes Forms-OLD\Buildin9&Codes'Jnspection FarrnsiFn ming Firestopping Inspection Report.doc Revised January 7,2008 --rhitrsdc Rough Plumbing I Insulation Inspection Report , Office No. (518) 761-8256 Date Inspection r • - - _,-iv='•: Queensbury Building & Code Enforcement Arrive: '3'oc a •_ i p_•art: -�aR>rj�m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,, NAME: -S "\ rcol- PE'MIT #: / . -j 1)9 LOCATION: l f 0 I) I. ,1I.)n---Pci INSPECT ON: "7-19-i Z,_,_ TYPE OF STRUCTURE: S `r p *----.4\ _____. ' \ V--A\ Y N NIA Rough Plumbing/ Nail Plates Ma-C7:- ''I,,JAL._ Plumbing Vent/Vents in Place ` 1 % inch minimum Drain Size ✓ 6) e I Washing Machine Drain 2 inch minimum v i Cleanout every 100 feet/change of direction Pressure Test 9 rain/Vent /,,, P.S . 0 ft. above highest connection for 15 minutes 1Zf e Test l upPIY Piping 7� . 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: ,le, ' 7c`-- ��-= b J 117C:--"c AT 73-0 _Je e t9 • 0 . 6:, ,,,,, A: c9): b A*21 A tf, ' 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 request received: (/'! ZDV) Queensbury Building &Code Enforcement Arrive: am/pm Depart: t\An am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: l NAME: 1 5tV br coo K PERMIT ##: 1 Z l /7 61 LOCATION: INSPECT ON: S TYPE OF STRUCTURE: Y N N/A Rous h Plumbin• / Nail Plates Plumbing Vent/Vents in Place 1 V2 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 /7)\— 50 P.S.1 for 15 minutes Insulation/ Residential Check/ Commercial Check 4-yvek or Similar Exterior Sealant roper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If r:•uired unheated s'aces 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 t )--- • Office No. (518) 761-8256 Date Ins n est = = •:Queensbury Building &Code Enforcement Arrive: �j; [ pm ..• •rt: a m 742 Bay Road, Queensbury, NY 12804 Inspectors Initi . '' NAME: _- N %. 't— - 4 ERMIT#: #----_ :#1 LOCATION: 117\ /_ LAii J -.7- 'INSPECT ON: 5 TY E OF STRUCTURE: 1 ` `to Y N/A COMMENTS: _Framing� ?V•VA,,cIt'Aiii 4\ Attic Access 22" x 30" minimum Jack Studs/ Headers ✓� Bracing/Bridging Joist hangers Jack Posts/Main Beams ----> Exterior sheeting nailed properly 9T �� /7 t -E 12" O.C. C_6 L� Headroom 6 ft. 8 in. !j 11 . F LO V---__ Stairwells 36 in. or more ` Exterior Deck Bracing � V"\ Headroom 6 ft. 8 in. Notches/Holes/ Bearing Walls Me I Strapping for Notches Top Plate 12 A(w) 16 gauge (8) 16D nails each side raft stopping 1,000 sq. ft. floor trusses • • :n's . '. •' less on center Ice andloef,c_shield 24 inches from wall Fite separation 1, 2, 3 hour Fire wall 2, 3, 4 hour p E ` ;E-C--1 tt'3� Firestopping r Penetration sealed C`� _zb �i Vc_-- 16 inch insulation in cavity min. Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Building&Code3Unspection FamnslFrarning Firestopping Inspection Report.doc Revised January 7,2008 �'a '-+1 l"�' 1 )••� Com' SOA.. Roti ` ., { \1 ri {.� , ,.i_, 1 . i r',, , sR .,st:c,A. 1 N 2 0 2012 ! Job#: 390155 ROOF&FLOOR TRUSSES•CUSTOM STAIRS&STAIR PARTS ' i -` SBU RY WHITESBORO,NY • ORWIGSBURG.PA PO BOX 560•NEW HARTFORD.NY 13413 �LiiNVG & CODES 1-800-366-7562•Fax(315)736-7740 www.srsloan.com Purchase Order#: Bill To: Ship To: 112408/MARTY Home Depot TRACK#112408-SCOTT ESTEBROOK 820 Rte 9 110 DICKSON RD Designer: QUEENSBURY, NY 12804 QUEENSBURY, PA 12804 MIRA K.x240 Salesman: 518-743-2402 MARTY STEVE SPUDIE x512 Notes: WOODTRUSS QTY SPAN DESCRIPTION MARK DRAWING SLOPE/TC WEIGHT SHIPPING LOADED TC/BC HEIGHT 13 32 Ti COMMON a 5.00 161.00 07'08"00 2x4/2x4 COMN 1 -Ply .. 32' G1 GABLE 2 a5.00 196.00 07'08"00 2x4/2x4 GABL 1 -Ply : ..._. . , ...... . . 32' T1A COMMON . 6 a 5.00 148.40 0 2x4/2x4 COMN 1 -Ply 708"00 13' T2 COMMON \\ 5.00 61.60 03'08"08 1 2x4/2x4 COMN 1 -Ply b � � '� 1 13' G2 GABLE b �� 5.00 74.20 03'08"08 2x4/2x4 GABL 1 -Ply 13' GR2 2 PLY GIRDER 1 b5.00 75.60 03'08"08 2x4/2x8 COMN 2-Ply ■ . _ S. 1 12' G3 GABLE c 1 . 5.00 60.20 03'06"00 2x4/2x4 GABL -Ply 21'10"8 T4 COMMON 1'5/8"HEEL �` 6 d 5.00 114.80 05'07"05 2x4/2x4 COMN 1 -Ply �/ ��' 21'10"8 G4 GABLE 1'5/8"HEEL 1 d 5.00 116.20 05'07"05 2x4/2x4 GABL 1 -Ply ,,er<T.. CST-OTB Ver 8.05.03 Page 1 of 2 390155 SHIPPING TICKET TOTAL TRUSSES: 32 MAXIMUM HEIGHT: 07'08"00 TOTAL LOAD WEIGHT:4,452.0 lb TOTAL BEAMS: 0 TOTAL HANGERS: 0 Accepted By: Date: Signature Please Print Name Loaded By: Date: Driver: Date: Initials Initials CST-OTB Ver 8.05.03 Page 2 of 2 Job:(390155)/TRACK#112408-SCOTT ESTEB/T1 COMMON THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S)16501-1.5E 90 mph wind.15.00 ft mean hgt.ASCE 7-05,CLOSED bldg.Located anywhere in roof,CAT II,EXP B,wind TC DL=3.5 psf, Bot chord 2x4 SP 2850f-2.3E wind BC DL=5.0 psf. Webs 2x4 SPF Stud:W2.W3 2x4 SPF(S)#2: :Lt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Wind reactions based on MWFRS pressures. :RI Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Roof overhang supports 2.00 psf soffit load. (a)Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psi non-concurrent bottom chord live load applied per IRC-09 section 301.5. Deflection meets U360 live and L/360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30.00 psi. Plates sized for a minimum of 2.40 sq.in./piece. 16' 16' 6X6 0000000,000,,,, 12 5 VI %2 3X6, 3X6 " -..-- 3X6 Zo (a) co Ea \I W3 a 1112X4 3X4 1113X408(E5) 1114X10 t 4144 1 4X4 ru X6 3X4 - 4XEFII 28' a 4'—,-. 0 32' . 33'8" R=1343# U=27# RL=92/-92# W=3"8 R=1835# U=20# W=3"8 (Rigid Surface) (Rigid Surface) LEFT RAKE= 10"13 RIGHT RAKE= 1(713 LEFT JIG= 17'8"14 RIGHT JIG= 17'814 DESC.= T1 COMMON SEQ= 512335 PIT TYP-WAVE DESIGN CRIT=IRC2009/TPI-2m7FT/RT=5%(o%y3(0) QTY=13 TOTAL=13 REV. 10.03.08.1118.15 SCALE=0.1875 This is a preliminary drawing that can be used TC LL 30.0psf REF only for trusses fabricated by S.R.Sloan,Inc. TC DL 7.0psf DATE 06-01-2012 SLIt represents loading,span and pitch. BC DLSR.Sloan,lnc. reserves the right to adjust 10.Opsf DRWG ■ R.S6 > materials and design at the time of production. BC LL O.Opsf MK ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS The psromised)integrity will not be compromised.Sealed drawings will be TOT. LD. 47.Opsf 0/A LEN. 32 WHITESBORO,NY • ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 I 8111 Halsey Rd PO amSGD 1-800 366-7562 wnacsoolo,Nr13492 NewHartlom,NY10413 Fax(315)736-7740 SPACING 24.0" '(SPE COMN Job:(390155)!TRACK#112408-SCOTT ESTEB/G1 GABLE THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S)1650f-1.5E All plates are 2X4 except as noted. Bol chord 2x4 SP 2850f-2.3E Webs 2x4 SPF Stud:M9 2x4 SPF(S)#2: ("")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. :Lt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' :Rt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' 90 mph wind,15.00 ft mean hgt.ASCE 7-05,CLOSED bldg,Located anywhere in roof,CAT II,EXP B,wind TC DL=3.5 psf, wind BC DL=5.0 psf. Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. Gable end supports 8"max rake overhang. See DWGS A10015050109,GBLLETIN0109,&GABRST050109 for more requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Deflection meets[1360 live and L1360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30.00 psf. Plates sized for a minimum of 2.40 sq.in./piece. 16' - 16' 1114X6(R) R T 12 5 i„....--- 1 - „« 3 ,--;----3X6 X4( 1112X4(••) 00 00 00 r— f� f� M9 ,3X4 . 1113x408(E5) III H0308 • 32' ,� 0 b .... 16' Es.1-.0 16' 33'811 - R=189p1f RL=6/-6plf W=16' (Rigid Surface) R=179p1f U=100plf W=16' (Rigid Surface) LEFT RAKE= 10"13 RIGHT RAKE=10"13 LEFT JIG=17'8"14 RIGHT JIG=17'8"14 DESC.= G1 GABLE SEQ= 512589 PLT.TYP-WAVE DESIGN CRITGRC200917P1.2007FTIRT=596(0761/7(01 QTY=2 TOTAL=2 REV. 10.03.08.1118.15 SCALE=0.1875 This is a preliminary drawing that can be used TC LL 30.0psf REF RS1 only for trusses fabricated by SR. Sloan,lnc. TC DL 7.Opsf DATE 06-01.2012 ItSOAN S represents loc. ei er spes nh and pitch. S.R.Sloan,lnc.reserves the right to adjust BC DL 10.Opsf DRWG ■ INC materials and design at the time of production. BC LL O.Opsf MK The structural integrity will not be ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS compromised.Sealed drawings will be TOT. LD. 47.Opsf O/A LEN. 32 WHITESBORO,NY • ORWIGSBURG,PA furnished upon request. DUR.FAC. 1-15 JOB#:390155 8111 Halsey Rd PO Bo.550 1800-3867562 Wh8055o,o,NY 11492 New Hartford,NY 13413 Fa5315)7367740 SPACING 24.0" TYPE GABL Job:(390155)/TRACK#112408-SCOTT ESTEB/T1A COMMON THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S)1650f-1.5E 90 mph wind,15.00 ft mean hgt,ASCE 7-05,CLOSED bldg,Located anywhere in root,CAT II,EXP B,wind TC DL=3.5 psf, Bot chord 2x4 SP 2850f-2.3E wind BC DL=5.0 psf. Webs 2x4 SPF Stud:W2,W3 2x4 SPF(S)#2: :Lt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Wnd reactions based on MWFRS pressures :Rt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Deflection meets U360 live and U360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30.00 psf. Plates sized for a minimum of 2.40 sg.in./piece. 16' —0, 16' s, 6X6 12 =_ 5 �/ 3X6, 7 3X6 ���2� ;2X4 Cooo Co F- r` 5„---4X• 1115X10(E5) 1115X10 _5 =4X4 1. IIIb y �I =4X4 =3=(6 =4X4 32' - 0 — 32' i, 32'10" R=1522# U=24# RL=88/-86# R=1590# U=31# W=3"8 (Rigid Surface) RIGHT RAKE= 10"13 LEFT JIG= 17'8"14 RIGHT JIG= 17'8"14 DESC. = T1A COMMON SEQ= 512359 PLT.TYP.-WAVE DESIGN CRIT=IRC2009RP1.2007FT/11T=5%(5%y3031 QTY=6 TOTAL=6 REV. 10.03.08.1118.15 SCALE=0.1875 This is a preliminary drawing that can be used TC LL 30-Opsf REF only for trusses fabricated by S.R.Sloan,Inc. TC DL 7.Opsf DATE 06-01-2012 ItS LOAN S.R.reSloan,I c.loa er spes n and pitch. BC DL 10.0 SR. Sloan,Inc. reserves the right to adjust psf DRWG S. R. INC materials and design at the time of production. BC LL 0.0psf MK The structural integrity will not be ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS compromised.Sealed drawings will be TOT.LD. 47.0psf 0/A LEN. 32 WHITESBORO,NY • ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 8111 HaSey Rd Po Box 580 1.800.3667502 Wheeshoro,NY 13492 New Flanked.NY 13413 Fax(315)738.7740 SPACING 24.0" TYPE COMN Job:(390155)!TRACK#112408-SCOTT ESTEB/T2 COMMON THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTEO BY 1 RUSS MFR. Top chord 2x4 SPF(S)#2 90 mph wind,15.00 ft mean hgt,ASCE 7-05,CLOSED bldg.Located anywhere in roof,CAT II.EXP B.wind TC DL=3.5 psi, Bot chord 2x4 SPF(S)#2 wind BC DL=5.0 psf. Webs 2x4 SPF Stud :Ll Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Wind reactions based on MWFRS pressures. :Rt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Deflection meets U360 live and L1360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30.00 psf. Plates sized for a minimum of 2.40 sq.in.lpiece. I.El 6,611 _131.... 6161, 1114X6(R) 12 _- 5 L,--- 90 rb SP co co 1113X12(E5) °D °o 3X43X4 "' ") 1113X12(E5) 0.000 gii,4, a I 1112X4 Y .� 13' 1011E 13' 1011 14'811 R=685# U=16# RL=42/-42# W=3118 R=685# U=16# W=3"8 (Rigid Surface) (Rigid Surface) LEFT RAKE=101113 RIGHT RAKE=10"13 LEFT JIG=7'51113 RIGHT JIG=7151113 DESC.= T2 COMMON SEQ= 512367 PLT.TYP.-WAVE DESIGN CRIT=IRC2009f1PbA07FTIRT=5%(0%yNO) QTY= 1 TOTAL=1 REV. 10.03.08.1118.15 SCALE=0.5000 This is a preliminary drawing that can be used TC LL 30.0psf REF only for trusses fabricated by S.R.Sloan,Inc. TC DL 7.0psf DATE 06-01-2012 O LAN It represents loading,span and pitch. BC DL 10.0 sf SS.R.Sloan,lnc. reserves the right to adjust p DRWG ■ ■ INC materials and design at the time of production. BC LL O.Opsf MK The structural integrity will not be ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS compromised.Sealed drawings will be TOT. LD, 47.Opsf 0/A LEN. 13 WHITESBORO,NY • ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 I 6111 Hailey Rd Po 5w 5601-800-366-7552 WhR�Cof0.NY 13402 Nev Hartford,NY 13413 F.1315)736-7740 SPACING 24.0,1 TYPE COMN Job:(390155)/TRACK#112408-SCOTT ESTEB/G2 GABLE THIS DWG PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S)#2 All plates are 2X4 except as noted. Bot chord 2x4 SPF(S)#2 Webs 2x4 SPF Stud 90 mph wind,15.00 ft mean hgt,ASCE 7-05,CLOSED bldg.Located anywhere in roof,CAT II,EXP B.wind TC DL=3.5 psf, :Lt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' wind BC DL=5.0 psf. :Rt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Wnd reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. See DWGS A10015050109,GBLLETIN0109,&GABRST050109 for more requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301,5. Deflection meets 1/360 live and L/360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30 00 psf. Plates sized for a minimum of 2.40 sq.in./piece. 6'6" eta 6'6" e-, 4X4 e 12 a 5 Do co co Eo — — IIIH0308(E5) Eo Eo Eo 3X4 — — 3X4 ``' in III H0308(E5) 4 — - R 0U 10" 13, 10" s - a s 14'8" R=185p1f U=100plf RL=3/-3plf W=13' (Rigid Surface) LEFT RAKE=10"13 RIGHT RAKE=10"13 LEFT JIG=7'5"13 RIGHT JIG=7'5"13 DESC.= G2 GABLE SEQ= 512373 PLT.TYP.-WAVE DESIGN CRIT=IRC2C09RP1-2007FTIRT=S%(0%yNO) QTY= 1 TOTAL=1 REV. 10.03.08.1118.15 SCALE=0.5000 This is a preliminary drawing that can be used TC LL 30.0psf REF only for trusses fabricated by S.R.Sloan,lnc. TC DL 7.Opsf DATE 06-01-2012 It represents loading,span and pitch. SSR. resents to reserves the right to adjustBC DL 10.Opsf DRWG ■ R.S1NC materials and design at the time of production. BC LL O.Opsf MK The structural integrity will not be ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS compromised.Sealed drawings will be TOT.LD. 47.0psf 0/A LEN. 13 WHITESBORO,NY ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 8111 Hakoy Ra PO Box 560 1.800-3667562 Wmetboro.NY 13492 New Ha"lord.NY 13413 Fax1315)736.7740 SPACING 24.0" TYPE GABL Job:(390155)/TRACK#112408-SCOTT ESTEB/GR2 2 PLY GIRDER THIS DWG PREPARED FROM COMPUTER INPUT(LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS MFR Top chord 2x4 SPF(S)#2 2 Complete Trusses Required I5 Bot chord 2x8 SP SS Dense Webs 2x4 SPF(S)#2 :Lt Slider 2x4 SPF Stud:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SPF Stud:BLOCK LENGTH= 1.500' Nail Schedule:0.128"x3.25",min,nails Top Chord:1 Row @12.00"o.c. 90 mph wind,15.00 ft mean hgt.ASCE 7-05.CLOSED bldg.Located anywhere in roof,CAT II,EXP B.wind TC DL=3.5 psf, Bot Chord:1 Row 3.75"o.c. Webs :1 Row @ 4"o.c. wind BC DL=5.0 psi. Use equal spacing between rows and stagger nails Girder supports 32-0-0 span to BC one face and 2-0-0 span to TC/BC split opposite face. in each row to avoid splitting. Plates sized fora minimum of 2.40 sq.in./piece. Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Deflection meets U360 live and L/360 total load Creep increase factor for dead load is 1.50. 6'6" 6'6" ii 1115X6(R) b 12 — 5 L„..---- co ao m so ao Co ea M 03X43X4 in in 7X6(E1) - -1 %,,,,, =7X6(E1) m ! I 1114X12 -14 ..., 13' X10 13' 10 14'8" R=5279# U=95# W=3"8 R=5279# U=95# W=3"8 (Rigid Surface) (Rigid Surface) LEFT RAKE=10"13 RIGHT RAKE= 10"13 LEFT JIG=7'5"13 RIGHT JIG=7'513 DESC.= GR2 2 PLY GIRDER SEQ= 574750 PLT.TYP.-WAVE DESIGNCRIT=IRC2009/TPI-2007 FORT=5%(091413(0) QTY=1 PLIES=2 TOTAL=2 REV. 10.03.08.1118.16 SCALE=0.5000 This is a preliminary drawing that can be used TC LL 30.0psf REF only for trusses fabricated by S.R.Sloan,Inc. TC DL 7.Opsf DATE 06-01-2012It — S reR. Sloan,I c.loeser spes nh and pitch. BC DL 10.0 SR. Sloan,lnc. reserves the right to adjust psf DRWG ■ R.SLOZN INC materials and design at the time of production. BC LL 0.0psf MK ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS Them structuralomiseintegrity will not sbTOT.LD. 47.0psf 0/A LEN. 13 compromised.Sealed drawings will be p WHITESBORO,NY • ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 , 8111 Halsey Rd PG 80.560 1-800-366-7562 W6885Dolo.NY 13452 New Hiram?.NY 13413 Fa,(315)736-7740 SPACING 24.0" TYPE COMN Job:(390155)!TRACK#112408-SCOTT ESTEB/G3 GABLE THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S)#2 All plates are 2X4 except as noted. Bot chord 2x4 SPF(S)#2 Webs 2x4 SPF Stud 90 mph wind,15.0011 mean hgt,ASCE 7-05,CLOSED bldg,Located anywhere in roof.CAT II.EXP B.wind TC DL=3.5 psf, :Lt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' wind BC DL=5.0 psf. :Rt Slider 2x6 SP#1:BLOCK LENGTH= 1.500' Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psi soffit load. See DWGS A10015050109,GBLLETIN0109,&GABRST050109 for more requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Deflection meets L/360 live and U360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30.00 psf. Plates sized for a minimum of 2.40 sq.in.lpiece. 6' 6' 4X4 12 5 �/ co 1II3X12(E5) ZO M 3X4 3X4 Co co 1113X12(E5) frgi 0 0 a v 10" < 10 12' ,a 13'8 R=186p1f U=100pIf RL=3/-3pIf W=12' (Rigid Surface) LEFT RAKE=10"13 RIGHT RAKE= 10"13 LEFT JIG=611"6 RIGHT JIG=611"6 DESC. = G3 GABLE SEQ= 512378 PLT.TYP.-WAVE DESIGN CRIT=IRC2009/TP62007FT/RT=514(016),310) QTY= 1 TOTAL= 1 REV. 10.03.08.1118.15 SCALE=0.5000 This is a preliminary drawing that can be used TC LL 30.0psf REF only for trusses fabricated by S.R. Sloan,lnc. TC DL 7.Opsf DATE 06-01-2012 ItS reR.SloanI c.loeing,span and pitch. SR.Sloanlnc.reserves the right to adjust BC DL 10.Opsf DRWG S. R.SLOANNC materials and design at the time of production. BC LL O.Opsf MK The structural integrity will not be ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS compromised.Sealed drawings will be TOT.LD. 47.Opsf 0/A LEN. 12 WHITESBORO,NY ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 1 8111 Hab 5 Rd DO 6ax 580 1 00-366 7562 wraces�olo.Nr 13492 New Hartford,NV 13413 Fa4315)738.7740 SPACING 24.0" TYPE GABL Job:(390155)/TRACK#112408-SCOTT ESTEB/T4 COMMON 1'5/8"heel THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR Top chord 2x4 SPF(S)#2 90 mph wind,15.00 ft mean hgt.ASCE 7-05.CLOSED bldg.Located anywhere in roof.CAT II.EXP B,wind TC DL=3.5 psf. Bot chord 2x4 SPF(S)#2 wind BC DL=5.0 psf. Webs 2x4 SPF Stud Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. (a)Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Deflection meets U360 live and L1360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30.00 psf. Plates sized fora minimum of 2.40 sq.in./piece. 1011"4 ..... 10'11"4 4X6 12 1 1 5 4X4 4X4 1 1 ti F- in '/ 1/41144.:''''. � 4n lc' 1112X4 : 1 / 1112X4 roplo III = _ it =3X4 =3X4 =3X4 1114X6(R) 2110"8 1114X6(R) b 21'10"8 22'8"8 --- o_. R=1108# U=23# RL=59/-61# W=3"8 R=1040# U=16# W=3"8 (Rigid Surface) (Rigid Surface) LEFT RAKE=10"13 LEFT JIG= 12'3"8 RIGHT JIG= 12'3"8 DESC. = T4 COMMON 1'5/8"heel SEQ= 512403 PLT.TYP.-WAVE DESIGN CRIT6RC2069/rP1.2IX17FTIRT=5%40%Y3(0) QTY=6 TOTAL=6 REV. 10.03.08.1118.15 SCALE=0.2500 This is a preliminary drawing that can be used TC LL 30.Opsf REF only for trusses fabricated by S.R.Sloan,Inc. TC DL 7.Opsf DATE o6-o1-20-12 ItLOAN S.R.represents loc. spn and pitch. SSloan,lnc. reserves the right to adjust BC DL 10.Opsf DRWG S. R. INC materials and design at the time of production. BC LL 0.0psf MK ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS The compromised.srructural integrity will not be Sealed drawings will be TOT. LD. 47.Opsf 0/A LEN. 211008 WHITESBORO,NY • ORWIGSBURG, PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 8111 Halsey Rd PO Boz 580 1-800-3667562 Wh4esbor6 NY 13492 New H4aO1O.NY 13413 Faz1315)738-7740 SPACING 24.0" TYPE COMN Job:(390155)/TRACK#112408-SCOTT ESTEB/G4 GABLE 1'5/8"heel THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF(S)#2 All plates are 2X4 except as noted. Bot chord 2x4 SPF(S)#2 Webs 2x4 SPF Stud 90 mph wind,15.00 ft mean hgt,ASCE 7-05,CLOSED bldg,Located anywhere in roof.CAT II.EXP B.wind TC DL=3.5 psf, wind BC DL=5.0 psf. Roof overhang supports 2.00 psf soffit load. Wnd reactions based on MWFRS pressures. Gable end supports 8'max rake overhang. See DWGS A10015050109.GBLLETIN0109.&GABRST050109 for more requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-09 section 301.5. Deflection meets L/360 live and U360 total load.Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load,based on Pf=Pg=30.00 psf. Plates sized for a minimum of 2.40 sq.in./piece. Fasten rated sheathing to one face of this frame. 10'11"4 - 10'11"4 .,- =4X4 12 5 V : s F` s : F— ib in in l' b s ropto = {} 0 {}I a ♦} fl I 4 21'10"8 —3X4 -, 0 21'10.'8 -- 22'8"8 R=186plf U=100plf RL=6/-6plf W=10' (Rigid Surface) R=169p1f W=11'10"8 (Rigid Surface) LEFT RAKE=10"13 LEFT JIG=12'3"8 RIGHT JIG=12'3"8 DESC. = G4 GABLE 1'5/8"heel SEQ= 512411 PLT.TYP-WAVE DESIGN CRIT=1Rc2009/TPI-2007F13RT-6%(0%53(0) QTY= 1 TOTAL=1 REV. 10.03.08.1118.15 SCALE=0.2500 This is a preliminary drawing that can be used TC LL 30.0psf REF only for trusses fabricated by S.R.Sloan,lnc. TC DL 7.Opsf DATE 06-01-2012 LOAN It represents loading,span and pitch. S.R.Sloan,Inc. reserves the right to adjust BC DL 10.Opsf DRWG ■ ■ INC materials and design at the time of production. BC LL O.Opsf MK The structural integrity will not be ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS compromised.Sealed drawings will be TOT.LD, 47.0psf 0/A LEN. 211008 WHITESBORO,NY ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:390155 8111 Halsey Rd PO Bo.580 1-800368-7562 Wh1e500,o NY 13482 Ne.'H481o(d)NY13413 F84(315173(3-7740 SPACING 24.0" TYPE GABL • fAcs>Lcl `\I Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: • NAME: S ! * . PERMIT#: • / a-69 9 LOCATION: %a At INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS:1111k: -eaji Attic Access 22" x 30" minimum 0,/1 /_:(7\t% -�--- Jack Studs/ Headers �- Bracing /Bridging Joist hangers Jack Posts/ Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing _ --- Headroom 6 ft. 8 in. Notches/Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.--or--lesson center----, ce and water shield 24 inches from wall ire-separation 1, 2, 3 hour Fire wall 2, 3, 4 hour - Firestopping Penetration sealed I ■ 16 inch insulation in cavity min. Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:\Building&Codes Fomes-OLD\Bui ding&Codes'Jnspedion Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 6s gcvc Foundation Inspection Report c12yNr Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m Dep: : \ j : r pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: / I � 9 LOCATION: H► n vy.epa Rr4 INSPECT ON: 1p A TYPE OF STRUCTURE: � �, . cg . Comments N N/A Footin 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 � (•�N\5 Footing Dowels or Keyway in place Foundation Dampproofmg c5`c, 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 n ) -'3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: 5 }--j a Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Ci1/4,vc? NAME: PERMIT#: '') LOCATION: 1 O JO t j INSPECT ON: 5---A/-»hk TYPE OF STRUCTURE: Comments Y N N/A Footings • Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump ‘Cy17/7 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 rz,-(...-/k2.,,e,,, , _ - 7 1--- -0 -31 -„---- Foundation Inspection Report — ( 0 Office No.(518)761-8256 Date Ins••ction .. •st re 6,-.ve,: 1 IG Queensbury Building&Code Enforcement Arrive: \^ to : �o. I• 'art: - � �y 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: • NAME: i>(;i C'jcc0V-- PERMIT#: ( " k7C LOCATION: /IV 0 i iC 0017) INSPECT ON: 5 1(9] 1 TYPE OF STRUCTURE: 2 l -- Comments r ,--- Y 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 too noting Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing t•/ :- -c• \ FootingDaylight Drainor Sump 0 \/ Footing Drain Stone: 12 inch width /41 ''' 6 inches above footing , 6 mil poly for wet areas under slab SI+. 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (,dean6sda Scatib Foundation Inspection Report w b ) Office No. (518)761-8256 Date Inspection y. e.:Queensbury Building&Code Enforcement Arrive: � ' Depart: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inch: s: A/ NAME: t T#: / 4a- 1 / LOCATION: i 0 uy lm Rd INSPECT ON: 5 1 Lo-la TYPE OF STRUCTURE: S F Comments \-\(., 1-2E., 0 0 N.A\,_ 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 , t Reinforcement in Place 0Footing 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 hGuam Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart:2\i f am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/` J ) NAME: 2. £* J PERMIT#: -1 / LOCATION: he o d Ch/Val INSPECT ON: —/p/r TYPE OF STRUCTURE: Comments 1\17 N NLA 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\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 G. Peter Jensen G. (� 17 West Road South Glens Falls New York 12803 (518) 798 —3859 �Q September 14, 2012 , To Whom It May Concern: I have designed (plan 12-0307) and observed the installation of the septic system for Scott Estabrook at 110 Dixon Road, Queensbury, Warren County,New York. It would appear that the installation is within the intent of the design documents. To the best of my knowledge and belief, no field conditions were encountered that would require a re-design of the septic system. To the best of my knowledge and belief the distance separation requirements have been met. Sincerely, G. Peter Jensen `y,csPE D A RCy � t EA J f ys44/ qcc Fr 9Te of sev