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2003-898 4111111ft TOWN OF QUEENSBURY F 742 BayRoad,Queensbury, 12804-5902 (518)761-8201 ��� Q mY, Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030898 Date Issued: Friday, September 03, 2004 This is to certify that work requested to be done as shown by Permit Number P20030898 has been completed. Tax Map Number: 523400-309-014-0001-047-000-0000 Location: 44 RICHARDSON St Owner: TERRY&BARBARA DAVIS Applicant: TERRY&BARBARA DAVIS This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 2 Cars Attached Single Family Dwelling Director of Building&Code Enforcement' • 7r_ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030898 Application Number: A20030898 Tax Map No: 523400-309-014-0001-047-000-0000 Permission is hereby granted to: TERRY&BARBARA DAVIS For property located at: 44 RICHARDSON St in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: TERRY&BARBARA DAVIS 38 RICHARDSON St Fireplace Garage-2 Cars Attached QUEENSBURY, NY 12804-0000 Single FamilyDwellin $175,000.00 Total Value $175,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency PETER WEIDMAN 26 AMETHYST Dr OUTEENSBITRY- NY 12804 Plans&Specifications 2003-898 1957 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS • $290.84 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, November 06,2004 (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; Thursday, November 06, 2003 SIGNED BY(� 4 the Town of Queensbury. c,� r Director of Buil in &C e Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 • A permit must be obtained before beginning construction. Permit File No. rI No inspection will be made until applicant has received a Fee Paid 'Z `- valid building permit. All applicants' spaces on this Rec.Fee Paid $ I application must be completed and must appear on the Reviewed By: i` ' application form. e��i! Applicant: /zkk ? . 0 a►•» Owner: je-rr f= +• -•Bv-r r Lc. a-S, Da-d; 5 Address: g 3 8,p-*-c91 ' ID V i c— Address:3 6 R i c40-12so p, ter e_t ra.e 4L-y NY 1 otp E12ze_14s10��1 iv y ,c?;�D ,i Phone#(0) 2?14- 30.2.E Phone#(si ) 793- . -7/ Property Location: Lot Number: / House Number L/Lf / ii;c-•ci-,-,- 5e4 ct � - S 7I el y Subdivision Name: Tax Map Number: 3©?,t y-I- i!7 a: New Building: residen commercial Estimated Market Value of Construction: $ /23&O Ce O Addition: residence/ commercial If an Addition,what will use of new addition be? 0 Alteration: residence/ commercial O No change to exterior size: residence/com'l • a Other work(describe ) • Check Occupancylnformation 1"Floor 2"Floor Other floor Total Below sq.ft. sq.ft. ..ft. Square Feet / 4,4,E i q 5 of Single family dwelling 1 O57 g'©O WS% 3 61 o Two family dwelling a Townhouse a Multifamily dwelling #of units RECEIVE* a Office a Mercantile OCT 2. 4 ZUO3 a Manufacturing . a 1 car detached garage 6rVIN Of:CeZENS W71 . , id 2 car detached garage BUILDING AND CODE 5&O 0 3 car detached garage 0 1 car attached garage a 2 car attached garage CI 3 car attached garage a Storage building- commercial a Storage building- residential a Other ' What is the proposed height of the structure ?,B feet inches Will any second-hand or ungraded lumber be used? If so,for what? HMO • Type of Heating System: electric/ oil / gas/wood / orced hot air/ has • \l- , Number of,Firergaces to be installed Numb Woodstoves to be installed ` f ? ` lJ List below the person(s)responsible for s 'sion of work as re ards to buildin code • Name Address Phone Number • Builder P LN.idl► i a..,___ 2.. 013,4er II;-, (Aq 77 h .3 9, - j Plumber f k �< <f , Mason if U << „ Electrician " I u c4 Declaration: please sign below after you have carefully read the statement: To the best of my knnw1er94e the:etatemPr,ta nnr,ta;n•art;,,+1,4e e,...14..e4:.... �....-at,__...:a.a.__i_____A____.r .•_ _ Application for Permit=-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)-761-8256 1. OWNER INFORMATION: Office Use Location of installation: LAT R;c_cw-s.. a-,, ' • File Permit No Tax Map No. / / 309.1 I/-/-4 7 I } �� Fee Paid Owner's Name: �e-r r � �' Ce-y`ii S. .IJcL.ie s Address: 3 8 Q l 2. INSTALLER'S NAME : PHONE NO. 473 - 328 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s)and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow • 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present _.3 x /110 gal/bdrm = 33-0 Garbage Grinder Installed yes / no' ✓ Spa or Hot Tub Installed yes_ / no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Topograph Soil Nature Ground Water Bedrock or Impervious Material . D mesiic Water Supply Flat sa at what depth at what depth Cmunicipal _) - oiling loam ,3 feet I\1IV feet well Steep slope clay if well; water supply %slope other from any septic-system depth: absorption is ft, other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: /0-0 Ogallon (min. size 1,000 gal) • Tile Field: each trench 5V ft. Total Systeni Length: SO ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # a / depth or thickness feet Bed System Size: 3 I x SS Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 rnatPr;al „rAuy•:, ''r� • r , C, x . • :'11owtt *of (1tmettsbui-y St;wt:rs :uttl I eiv;tp c: I)i:cpo a1 Chapter , A1)�)t`1ntli X ( , A B.HORI''•I1i ON IN1,IJI.) , . • . ' SI:PI 1tA'1'1WIN ItEt.Zt•3j11.I N111.1�1'I`�i ' *%:\__ S t'AliF tot —-- - --- .__. _.._.5....._. . . �..,�.�'.�.n.'.�•..r.�.�'���' ""-- .mow'. � .171t1 j PQN 114 %AMU. IN t�Aszt'R• rl u'►vc . •Itirrlcc CAsi►Ic� .T �... •�— • . 1 1� .,,. .. l.4. ri ae. C� A� -\ t?ly,. 11►:>uS� G . E. 1 {I / t>'<•\. Sc c't 1� r . _._...r. l ''” 1 rt,a, 1.. l.o 1 , • .��� ....wry' • ' fLGhCi - . w ,- , •. • w i / r . 7. SII`I,A"�"LTR� do INFORMATION FCC arvr+ausLg,rz ter, �„�,.-.--., ; Fire Marshal's Office • Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 • .Application for Fuel Burning Appliances & Chimneys . applicable to solid fuel & vented gas appliances 5, µ Date. id �l 20 Permit No. µ r � Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: ' Rough-in and Final Inspections are required. • Applicant Information Fuel Burning Appliance Information . (circle app pptiate words) Name: itrl. r���r1s�c.. Stove: wood) coal pellet gas Fireplace insert Address: _-a -2a R,Y f(.•• ,, bit. ; ,l .. Fireplace, factory-built: wood gas t , , e Q [,k`r r.. <a tti! Fireplace, masonry: wood gas . Furnace: wood gas oil Phone: 7.7 3 )�9 . If non-masonary applicance, please provide Manufacturer Name:. Owner: ( ir e LI - ' r �o l o-r , _, r- e Model Number: . Address: �0 t�?, c.��,a.�,.�s� r-� �`t ( ,, f, e v,S 6,.. L tel to - • . f Chimney Information • Phone: . (circle appropriate words) . Masonry block„bni.ck . stone Flue tile (steel size: niches . Exact Address: 4414 1 : r .c 111 . of construction or installation Factory-Built ' ' . Manufacturer name: Model Number: Note:. Listed By: Number: Construction/Installation must conform to NYS Fire Prevention,&Building Indicate(circle) chimney material: • Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner • Ca6rhier',ar]EPepartmeitit—Z''oi' a '6.4P Quee.xxerbuz3r, New Thrilir 1- y LO t's* Fire.Marshal Code# $Collected - $Refunded Received fr-oni (refunded to): ._).c,'., .�QAi I 1 i 7�:`1 a' k 0� address: — — . A 173 3389 (190), Public Safety m=��• if /'`.� - . A 233 2655 (230)Minor Sales W m.., j DATE'- i 0 -.- ""? t.)l x- ;?f! , • ""=_.._ n *- Twf,, G oz-ram ' White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / • Pink&Goldenrod(Cashier's Dept.) Town of Queensbury Fire Marshal A; {`° 742 Bay Road �,� a Queensbury,NY 12804 " ',;,- 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all ITL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. i Permit# k)10 '7 Time '12 am pm anytime Inspector 5 1/Schedule Inspection � d1-----' Iva Name Crt(1f.1' Cbut1/6 Address ?ii Ki c Q 5O)7 Rough In Final K Appliance Manufacturer :TO4--IA. t- Model# F" 400 it.51-1 tt,-ei Masonry Chimney Factory Built Chimney Flue Size Double Wall Triple Wall Insulated_ Yes No N/A Comments Floor Protection --- al-eA an) /44- 1 Lt rkh/? 6&.5-e, . Nei` ( ov (e- rr Clearances to Combustibles (all sides) X 6CA:400;e 5 OK— GA INI G li O( 4 Wit( 15 I/e e - oil tAv t Safety Strip Installation (fireplaces only) X., Firestop(s) Vertical Chase X • `(A KfiAtA bvillA.in) tikCj ., 0( Wall Penetration 1 Chimney Clearances to Combustibles fQQA bkiLi()(1 ULr Chimney Termination f - 3 feet above roof penetration;2 feet aboveX s �-� k C�I It 7 ec ir any combustible construction within 10 feet Combustion Air '4 ���,o. ( t( £i'o' 'A(2)\ ADO - ok Hearth Extension X r 11 , 0 K `'b t �� lO�Iantel (height above f/p opening) X-- ,t', ' Fireplace Doors/Screen (required) K 5 51A44- /) �.j" l White—Banding Dept. Yellow—Customer Pink—Fire Marshal ! —-//)/7— Residential Final Inspection i . Office No. (518) 761-8256 Date Inspection re. -st re .-ive•- PI 3t 6 Queensbury Building&Code Enforcement Arrive: .m/pm !-p. -: al a 'ipm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi.1s: NAME: Aje,‘66)—et._.-- C ���T#: 020)3-'. ? / G 0 LOCATION: 4 �e ,S ,. TOATE: / G TYPE OF STRUCTURE: Comments Y� N N/A— la ,p.,G� VC- 0/- L`7L1 • • Chimney Ht./"B"Vent/Direct Vent Location / �1t,'v � / Fresh Air Intake tiJ / 3 inch Plumb Vent through roof J • �� 0 �7 A-L Roof Complete ,l Guard 30 in.or more @ stairs,decks,patios / Guard at stairwell at 34 in.or more JJ Guard at deck,porches 36 in.or more V Exterior Finish Complete .// Interior/Exterior Railings 34 in.to 38 in. J Platform at all exterior doors Interior Handrails stairs 2 or more risers - j • . Grade away from foundation 6 in.with 10 ft. J Handrail Termination at Newell Post or Wall / 8 inch clearance to sill plate ✓ Gas Valve shut-off exposed/regulator 18"above grade ,../i Gas Furnace shut-off within 30.ft. 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 • ✓/ Interior privacy/trim/doors/main entrance 36 in. , // Bathroom/Kitchen watertight Safety glazing ;(1:i • ' / . Window in stairwells afety glazing . Interior Smoke Det tors: I Every level: /�Every Bed oom: Outside every bedrootj'area: Inter Connected: ��// / Battery backup: �I Bathroom Fans,if no window Carbon Monoxide detector • Plumbing fixtures Foundation insulation i . . • i Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches - . '/a hour fire door/door closer Garage fireproofing f1 Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area J �&e \ Crawl Spaces 18"x 24"access, 1 sq.ft.-150 sq.ft.vents �_[� Building No./Address visible from road7 )/z -� � ; \` Final Electrical Site Plan [Variance required �� Final Survey Plot Plan • / '� _ As Built Septic System/Sewer Dept.Inspection Sticker 7 � v Flood Plain Certification,if required ! % - Okay to issue C/C(Cert. Of Compliance) ` Okay to.issue Temporary C/0(Cert.Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2. oc ted January 28,2003 Residential Final Inspection Z . Office No. (518) 761-8256 Date Inspection re• st re*-ive•• I 3/ 6 . Queensbury Building&Code Enforcement Arrive: .m/pm II-p. -: Ela a ""pm • 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:is: _ e---.. S - NAME: /4'146)--°"4"-� '��T#: 02G)3-' ?q4LOCATION: 4 /64, /,ATE: / TYPE OF STRUCTURE: . Comments • Y� llvv N N/A • I- i1 L k b ,/ _. Chimney Ht./"B"Vent/Direct Vent Location f 4 / L`/(h J Fresh Air Intake / - • 3 inch Plumb Vent through roof V `� 0 e � 7-,4ti" Roof Complete it Guard 30 in.or more @ stairs,decks,patios Jg.-x;-o„eo, Guard at stairwell at 34 in.or more •J Guard at deck,porches 36 in.or more Exterior Finish Complete J/ • Interior/Exterior Railings 34 in.to 38 in. JI Platform at all exterior doors J • Interior Handrails stairs 2 or more risers .,// . • Grade away from foundation 6 in.with 10 ft. �/ " .'Handrail Termination at Newell Post or Wall / 8 inch clearance to sill plate ✓` • Gas Valve shut-off exposed/regulator 18"above grade ✓ Gas Furnace shut-off within 30.ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler ji I - Relief Valve(s)installed S Interior privacy/trim/doors/main entrance 36 in. ,/ Bathroom/Kitchen watertight4eji Safety glazing Window in stairwells afety glazing J Interior Smoke Det tors: Every level: ///Every Bed oom: Outside every bedroonyarea: Inter Connected: ,�// / Battery backup: i Bathroom Fans,if no window Carbon Monoxide detector - • �`� °�/ Plumbing fixtures �� Foundation insulation I �"` Floor truss,draft stopping finished basement 1,000 sf i CU` Emergency egress below grade Ail Basement stairs closed rise>4 inches (/'-' '/4 hour fire door/door closer Garage fireproofing / �� Duct work Sealed properly ✓� • �� Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq.ft.vents y� ��r j� Building No./Address visible from road �� Final Electrical . �Y Site Plan [Variance required / \\ \ Final Survey Plot Plan 7 4 ov<-- As Built Septic System/Sewer Dept.Inspection Sticker `'� Flood Plain Certification,if required ! �✓ Okay to issue C/C(Cert.Of Compliance) ` Okay to issue Temporary C/0(Cert.Of Occupancy) Okay to issue Permanent C/O(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2. oc ted January 28,2003 MAP REFERENCE: MAP OF A SURVEY MADE FOR GLENS FALLS NATIONAL BANK + TRUST Co. BY, VAN DUSEN AND 5TEVE5 DATED, MAY q. 1g88 LAST REVISED, SEPTEMBER 1q. 1988 DEED REFERENCE: SARA SMITH ROBERTSON. ZOE V. SMITH AND GLENS FALLS NATIONAL BANK + TRUST CO. TO TERRY E. DAV15 AND BARBARA 5. DAV15 DATED, APRIL 11, 2002 BOOKLI 125q PAGEl q2 THE RODERICK I. BISHOP TRUST AND THE LEROY M. + SHIRLEY T. B15HOP TRUST TO BARBARA 5. AND TERRY E. DAV15 DATEDs JULY 20, 1g94 BOOKS q20 PAGE, 307 ZONING INFORMATION: 5R—lA SUBURBAN RESIDENTIAL — 1 ACRE REQUIREMENT5s MINIMUM LOT WIDTHS 150 FT. MINIMUM LOT SIZE, 1 ACRE SETBACKS, FRONT 30 FT. SIDE, 10 FT. MINIMUM, 30 FT. TOTAL REAR, 20 FT. OWNER/APPLICANT BARBARA DAV15 38 RICMARD50N ST. QUEEN5BURY. NY 51B-7q3-5271 IRON BAR FOUND -`61 it LANDS N/F OF 1 1/2 STORY WONOSE ME U BISHOP \ ��\/�G _ "GRUStiED� AN GARAGE - TONE'S \ PRIVY \ IRS DRIVE IRS LOT A 82,739 sq.ft. / C 1.90 acres o V' o a' ro V / N AREA OF BLUEBERRY \ t BUSHES TO BE IRS RETAINED BY DAV15 \ y 9 � \c>, 010 'oo IPF i' LANDS N/F OF PERKINS I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TOLL BARBARA S. + TERRY E. DAVIS CHARTER ONE BAWL. N.A.. IT'S 5U55E55OR5 AND/OR A551GN5 CHICAGO TITLE I N5URANCE COMPANY ��P��OF AlE{y yQ MATTHEW C. LL NYS 50135 DATEDs MARCH 2q. 20 ;' r j VIA IRS ..� 100 � / FOUNDATION co / STREAM •; • LOT B \ 472,171 sq"ft. �) �77.7G' 10.84 acres R \ Oho � /•• / 0% o IRS —— " 1110.03' N54041'20"W LANDS N/F OF NIAGARA MOHAWK POWER CORP. D us 1 i S Land Surveyors 169 Haviland Road Queensbury, New York 12804 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED SURVEYORS SEAL IS A NOU110N OF SECTION T209,9, S SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW." 'ONLY COPIES OI IA THE ORIGINAL L N THIS SURVEY MARRED WITTI AN ORIGINAL Or THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES." CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE LASTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL TO THE AND LENDING THE INSTITUITIN LISTED HEREON. AND Tome A551GNEG9 or THE LENDING INsrrrunoN.• (518) 792-8474 New York Lie. No. 50135 Map of a Survey made for Barbara S. & Terry E. Davis Town of Queensbury, Warren County, New York 133-1-47+48.2 1 13129104 NO. I DATE IPF LEGEND: = HYDRANT = UTILITY POLE O IPF = IRON PIPE FOUND a,tel MAKui ii, cale 1'=100' S-1 SHEET 1 OF 1 FOUNDATION LOCATION DAV15 C897 DESCRIPTION I DWG NO. 03010 N C6 �r i 1 r, • `1 • • Septic Inspection Report Office No. (518)761-8256 Date Inspectio 1 req c-' -• SJ,i /O4 Queensbury Building&.Code Enforcement Arrive: ; .!i� -part: ` • am/ 742 Bay Rd., Queensbury,NY 12804 Inspector s Initials. NAME: �L1. [VI J '4 IT NO.: .003 0 LOCATION: *44.thaNA :PECT ON: fig :OO RECHECK: Comments and/or diagram Soil Type: San L_ lay Type of Wate . un /Well Water Waterline separation distance V ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench c) < ft. Depth of trenches 2 _ft. Size of Stone Seepage Pits: Number Size: • x Stone Size: • Piping Size Type • Building to tank hG N ►��j Tank to Distribution Box f) Distribution Box Field/Pit kl 13/4 p\((, T t\F o c L�J�L�Q� t Opening Sealed: Y /Partial • Location/Separations Foundation to tank ,p ft. Foundation to absorption "2,D ft. • Separation of Pits �--��---ft. Conforms as per Plot Plan V Y N 'Qr. '41)Q Location of Syste ii ! Pro s erty: Front Rear t�� fight Side Middle Front Middle Rear S stem Use St tus: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved • L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 IRON BAR FOUND LANDS N/F OF PERKINS 01, 00�� Sad . LANDS N/F OF ' O WOOD STORY D FRAME BISHOP HOUSE IRS y 'o �o to L 1110.03' LANDS N/F OF NIAGARA MOHAWK POWER CORP. �1f�f'1Tf/\ /1fTf� f1■ A lk f APPROXIMATE RECOMMEND ALL ACCESS & FINISH GRADE CLEANOUT OPENINGS BE RAISED TO 6" BELOW FINISHED GRADE. 4" SCH. 40 PVC MIN. SLOPE 1 /4" PER FOOT 1250 GAL PRECAST CONCRETE SEPTIC TANK LIQUID LEVEL `--INLET & OUTLET BAFFLES aZx OI= r�D0 ,r r0 co MINIMUM 2X WIDTH MAXIMUM 4X WIDTH CONCRETE STONE OR MARKER ABOVE ALL BURIED COVERS RECOMMENDED. 4" SCH. 40 PVC MIN. SLOPE 1 /8" PER FOOT 350 GAI. MIN. STORAGE ZABEL A1800 AEOVE 'PUMP ON' SERIES FILTER ALARM - 6" ABOVE 'PUMP ON' PJMP ON 4-5" PUMP OFF \ - INSTALL ZABEL A1800 FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED VOLUME OF DOSE TO BE 100t GALS 12" MIN. NOTES: -SEAL ALL OPENINGS WATERTIGHT. -SET ALARM 6" ABOVE "PUMP ON." 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK -LIQUID VOLUME BETWEEN "PUMP ON" STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AND "PUMP OFF" TO BE 100 GALLONS. AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. -INSTALL POWER & CONTROL WIRES TO CONTROLLER WITH ALARM IN HOUSE. 2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR -USE 500 GALLON MIN. PRECAST TANK GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, FOR PUMP CHAMBER. CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A -INSTALL GOULDS MODEL 3885 STABLE BASE. WE0312H 230V SINGLE PHASE 20 GPM PUMP AT 35 FT HEAD. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY -PROVIDE 'T' WITH GATE VALVE TO ACT CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. AS A DRAIN. -CONTRACTOR SHALL VERIFY EXISTING 4. ALL JOINTS MUST BE SEALED. ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. SEPTIC TANK & PUMP STAT10N DETAIL ABSORPTION TRENCHES, 5 TRENCHES EACH 50' LONG. INSTALL IN MECHANICALLY STABILIZED SYSTEM FILL MATERIAL NOTE: MAINTAIN 100' MIN STREAM SETBACK EXTEND TO GRADE WITH ACCESS COVER EXPLOSION PROOF JUNCTION BOX INSTALL CONTROL PANEL IN HOUSE 500 GAL MIN PRECAST CONCRETE TANK AS HOLDING/PUMP TANK 2"SDR11 HDPE FORCEMAIN 2" SCH 40 PVC OR GALVANIZED PIPING INSIDE WET WELL THROUGH WALL GATE VALVE REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL -SIMPLEX EFFLUENT PUMP GOULDS 3885 WE0312H 230V SINGLE PHASE CHECK VALVE STABILIZED SYSTEM FILL MATERIAL WITH IN -PLACE PERCOLATION RATE OF 5-10 MIN/INCH. MECHANICALLY STABILIZE WITH TRACKED EQUIPMENT TYPICAL ABSORBTION TRENCH (4) REQUIRED EACH 50' LONG ' 6' TYP 6" MINIMUM TOPSOIL ON ENTIRE FILL 4 TYP. TRENCH NP - — __ . _... _ -� � Turtirw lmn rw AREA. SEED AND ESTABLISH TURF ABSORPTION FIELD SECTION NTS " SCH 40 PVC HOUSE SEWER, LOPE 1/4" PER FT MINIMUM 250 GAL SEPTIC TANK - 50' MIN ROM WELL - 10' MIN FROM HOUSE 00 GAL MIN PUMP TANK (SEE UMP SYSTEM NOTE) " SCH 40 PVC EFFLUENT SEWER, LOPE 1/8" PER FT MINIMUM OP OF TABILIZED FILL ILL AS NEEDED FOR APERS AND COVER 3 TAPER AREA SEPTIC SITE PLAN DETAILS 1 "=40' 12" MAX 2" MIN. » »-/ 3/4 TO 1 1 /2 CRUSHED STONE 111E,1111EEE I � SLOPE FILTER FABRIC MIRAFI 14ON OR EQUIVALENT _III = _ �-- 4" PERFORATED PVC LATERAL, SLOPE 1/16" - 1/32" PER FT. ABSORPTION TRENCH PROFILE TAPER AREA - MAXIMUM SLOPE 1: 3. SYSTEM FILL MATERIAL ALL AROUND EXISTING GRADE NOTE: INSTALL TRENCHES TO PROVIDE MINIMUM 1' SEPARATION BETWEEN EXISTING GRADE AND BOTTOM OF TRENCH (BOTTOM OF STONE) OVER ENTIRE LENGTH OF TRENCH. BACKFILL FREE OF STONES OVER 3" OVERFILL TO ALLOW FOR SETTLEMENT FILTER FABRIC N MIRAFI 140N 2' TRENCH WIDTH o OR EQUAL o 2" MIN. o z �DO 6" o�DU0Qn o oUD 00noo N 3/4" TO 1-1/2" CRUSHED STONE ABSORPTIOA TRENCH SECTION NTS 6" MIN. END CAP NTS SEPTIC SYSTEM DESIGN SYSTEM INSTALLATION NOTES FILL MATERIAL NOTES SITE SOILS DATA I BEDROOM RESIDENCE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN "STABILIZED SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SITE INVESTIGATION - 4/29/2003 VATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH SELECTED SAND, SANDY LOAM OR SANDY LOAMY GRAVEL BY: CHARLES H. MAINE AAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION WITH IN -PLACE PERCOLATION RATE OF 5-10 MIN/INCH AND SOIL SCIENTIST ;YSTEM DESIGN FLOW - 440 GPD OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC NO ORGANICS OR OBJECTS OVER 3" IN SIZE. SYSTEM FILL MAINE ENTERPRISES, INC. ;EPTIC TANK - 1250 GAL TANK LEACH FIELDS. MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF QUEENSBURY, NY .EACH FIELD - ABSORPTION TRENCHES IN STABILIZED FILL ONE FOOT BETWEEN EXISTING GRADE AND BOTTOM OF AATERIAL AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS ABSORPTION TRENCHES. ONLY SYSTEM FILL MATERIAL WATER TABLE IS AT 12 INCHES DESIGN PERCOLATION RATE IN FILL MATERIAL= 8-10 REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE SHALL BE INSTALLED THROUGHOUT THE ABSORPTION FIELD SOIL TEXTURES ARE FINE AND MEDIUM SANDS AIN/IN CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS AREA. APPLICATION RATE= 0.9 GPD/SF OF TRENCH. TEST PIT TP-1 8/15/03 2' WIDE TRENCH LENGTH REQUIRED 245 LF CUT ALL TREES, STUMPS AND OTHER VEGETATION AT GRADE BY: T. HUTCHINS USE 5 TRENCHES AT 50' LONG (250 LF) PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER AND REMOVE. REMOVE ALL LEAVES, LIMBS AND BOULDERS 3" FOREST LITTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED ABOVE GRADE, DO NOT SCARIFY, ROTOTILL OR REMOVE 3"-20" DARK SANDY LOAM OTABLE WATER SUPPLY TO BE MUNICIPAL WATER. TO AVOID INCLUSION OF FINE GRANIED SOILS AND WASTE ROOT STRUCTURE BELOW GRADE. NO HEAVY OR RUBBER MOTTLING AT 12" MATERIAL IN THE STONE AND PIPE. TIRED EQUIPMENT ALLOWED IN ABSORPTION FIELD AREA. PUMP SYSTEM NOTE THE PIPE SHOULD BE LAID AT THE GRADES INDICATED SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED PERCOLATION TEST PT-1 8/15/03, 10" DEP iN BY: T. HUTCHINS MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, IN�6" LIFTS WITH TRACKED EQUIPMENT PRIOR TO HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. INSTALLATION OF TRENCHES. STABILIZED PERCOLATION RATE: NE PUMP SYSTEM CAN BE ELIMINATED IF THE FINAL PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. 2.5 MIN/INCH ,RADING OF THE SITE PROVIDES COVER OVER THE SEPTIC INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF FANK AND SEWER PIPING SUCH THAT THE ABSORPTION ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL S1�STEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. 'IELD CAN BE GRAVITY FED. AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. I DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA Dq NOT REMOVE EXISTING SOIL OR DAMAGE IN ANY WAY PIOR TO INSTALLING FILL MATERIAL. AFTER PIPING HAS BEEN INSTALLED. MATERIAL REQUIRED TO PROVIDE COVER OF SEPTIC TANK, THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS. HOUSE SEWER PIPE AND DESIRED SITE GRADING MAY BE n ---, MATERIAL WHICH IS NOT NECESSARILY SYSTEM FILL. PROPERTY LINES & BOUNDRY INFORMATION FROM "MAP OF A SURVEY MADE FOR BARBARA DAVIS," MARCH 11, 2003, PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, LLC, QUEENSBURY, NY. NTS -__ ______ __-__ _- - TNT-) _ a,- Rough Plumbing / Insulation Inspection Report 41_0 Office No. (518) 761-8256 Date Inspection re ues e•-iv-. Queensbury Building&Code Enforcement Arrive: . • :t art: �: 742 Bay Road, Queensbury,NY 12804 Inspectors Imt L. 8 t NAME: &___ \\ < PERMIT #: 0 J) Cl 70.3( LOCATION: q; (9-‘r,,�A5_f--, INSPECT ON: '7-- --0 (." TYPE OF STRUCTURE: Y N ' N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing I.Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial ooper, CPVC,Pex One and Two-Familyil nsulation/Residential Check/ Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: kthV►J OA jRf _ L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 -. -R,..4,;-7-7-7--—--- ---t Framing / Firestopping InspectionTReport M — ` Office No. (518) 761-8256 Date Inspection req •s ecei -. a 0 t 5u Queensbury Building& Code Enforcement Arrive: a, p r- . ri-,.rt: Mit a •m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi. ` f� i i NAME: PERMIT#: La003-19C2i 1I LOCATION: 4 .,1#', INSPECT ON: MCC -1-9- TYPE OF STRUCTURE: 5 F 1 Vr N N/A aming `�� s\ l ° COMMENTS Jack Studs/Headers IJ Bracing/Bridging I Joist hangers Jack Posts/Main Beams ° Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls c; y Metal Strapping for Notches Top Plate C) I 1 'A (w) 16 gauge (8) 16D nails each side cki10° )C \>< Draft stopping 1,000 sq. ft. floor trusses L Anchort".. ...2- Bolts 6 ft. or less on center � v "�' ,�/ Ice and snow shield 24 inches from wall & ''IA' ,J :Fir-e'separation 1, 2, 3 hour / ire wall 2, 3,4 hour , A.. V , . -°C- ' _�: Firestopping ��a Penetration sealed f 16 inch insulation in cavity min. �v Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall i Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re.uest re,eivid: Queensbury Building& Code Enforcement Arrive: .m/p D'•art: -( m/ 742 Bay Road, Queensbury, NY 12804 Inspector's Init'als: NAME: l_OE-_1 PERMIT#: LOCATION: R 1 INSPECT ON: '7 _7_b TYPE OF STRUCTURE: y NSA COMMENTS Framing Jack Studs/Headers �R R `13C Bracing/Bridging Joist hangers _ BE Jack Posts/Main Beams 1� 4����� l Exterior sheeting nailed properly D Headroom 6 ft. 8 in. �� ���,� Stairwells 36 in. or morel C_�� Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (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 snow 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/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 I/0 M'r Town of Queensbury Q Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 781-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request Received: Permit# ,sue,__ INSPECTION ON: SCHEDULE Name: 1 uE•in 1,"ki-1, 9 i)r) AJ PQ E Location: G C?,15� APPROVED _ N!A YES NO COMMENTS EXITS AISLE WIDTHS Y�.� EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM I FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS - CLEARANCE TO SPRINKLERS -— -- - -- _ - CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN --�-- MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY CHIMNEY FACTORYBYPC ROUGH IN FINAL [sTOvWOOD r✓ P1V"E 6J1�'� �\ EI\N,ROUGH IN FINAL — �� -F� b�:VENTED GAS • APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS ►.ATE a.K 1=fi ► y NOT OK FINAL FIREPLACE ---_--- ---- CO" FACTORY BUILT ROUGH IN INSPECTE4 -- _ FINAL i - _ COMDEVICHRISJIWORD/LETTERS2001/FIREMARSH. INSPECTIONREPORT1102 001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY U WI Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ t received: , Queensbury Building&Code Enforcement Arrive: am/p rae..2epart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:\ NAME: L---.\C`C` U ERMIT#: 0 3^ U L O� LOCATION: 41. j ck•GtY r _ , ? SPECT ON: 0 Lt TYPE OF STRUCTURE: Comments N/A • ootings Y(!l "1 p(Yri, ic..rYdr)f Piers- Mon..ethic 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 p sose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:LSuel-Iemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 • . _ JJ'l L Foundation Inspection Report a r 5 Office No. (518) 761-8256 Date Inspection request received: ' am/ Depart: V ' an T m Queensbury Building&Code Enforcement Arrive: p � p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. U NAME: ()Xr 1 v�e---\ \rj�\�i ' , PERMIT#: (93 ClLOCATION: a-- �� < �,��' j,C=9 Pi r1\� INSPECT ON: 3 / 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 Re':forcement in Place oundation Dampproofing .; Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing f.mil poly for wet areas under slab iV} ,,Backfill Approval ty Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade • inch drop within 10 L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 _ Date Inspection request received: c 3 b Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: bet,IDS NAME: pde PERMIT#: .0 6 9 ? . LOCATION: „Li41 set 1 � ,,c14 INSPECT ON: �5 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-p ose on site. Foundation/ allpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: c� Queensbury Building&Code Enforcement Arrive: K;�) am/pm Depa : am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ,74L NAME: ! , PERMIT#: ��U LOCATION: '44 ' INSPECT ON: f`�o t-G . I f c4CS4 TYPE OF STRUCTURE: Comments N/A ootings ni Piers kg4- 1 Monolithic Slab �/a 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 V ? C e). A Foundation Dampproofing 4/U1,;.,f Foundation/Waterproofing Type of Dampproofmg/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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 964 Queensbury Building&Code Enforcement Arrive: 3%1/6 am/pm- Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: '(Orr NAME: /�/�' `-� fZ�� Dal/� j PERMIT#: U.S �� r LOCATION:{ c i,'�i xrz. � Y INSPECT ON: ci{�c1��� / �Ii.,0 TYPE OF STRUCTURE: r (J7-eidiu 2 2)i7 Comments Y N N/A — Footings Piers . olithic Sabou1 rep Gl, 7 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation 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: , PERMIT#: ()3 LOCATION: L/ ��c��L/1�-- INSPECT ON: TYPE OF STRUCTURE: Comments Y f N N/A Footings !'Q✓( 'ref Piers Monolithic Slab � Gl•/�iG✓/ ` Reinforcement in Place J/ 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: • 1.2 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 • Project Name: T '1- 2.9-y kz-o-ve, Da-OZ s • • BP#AOD 3 g9 7 Address: tf 4,-v-c-Qs-e-tk-Sif/ a LT Building Permit Submission SFD • Checklist 2-Family • All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ...............,,Ery--es no n/a 2. Energy-Form or CheckMate Energy Code Compliance Forms Complete.. yes []no []n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program__ no 11 n/a (2 copies) 4. Septic application completely filled out(if applicable)._ {fries []no n/a 5. Solid Fuel Burning or Gas Appliance Form Ono On/a 6. Electrical Inspection Form... icArs Ono On/a 7. Two(2)complete sets of structural drawings._ Ono On/a • a) floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built,... Eryes Ono Dila location of well or-water lines,location of septic system or sewer line. 9. Setbacks from propertylines to new structure... tres []no On/a 10. Setbacks to neighboring wells and septic systems,including onsite well.... prs EJno Dila and septic systems(if applicable) ( Date: re) 0260 3 Staff Initial: LAsudieminvvay\Building.permit_FoRms\Generic checidisi_doc January 28,2003 2,r. 0 5_, b L..(6 Check /. Residential Plan Review: One&Two Family Dwellings Y/N/N/A / '/,(2)Full sets of plans 2!f Over 1,500 sq.ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size d //Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space / Above/Below grade,5.7 sq.ft. v Grade,5.0 sq.ft. 24"(h)x 20"(w)min. /44"Max.Height above floor I esidential Check Paperwork Compliance and Inspectors Checklist: OK 11ampproofing/Waterproofing Materials On Plans nundation Drainage On Plans,if required z,,16"Drop in 10'Exterior Grade ming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where eequired I e and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls • latforms At Exterior Doors // Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise , A/, Winder Run and Rise ,t 1A, Spiral Not Allowed From 2nd Story v/Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance ;2' 1/ all Width,36"min. andrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. A4, Safety Glazing Notes For Required Areas cAi, arage Fire Separation / arage Floor Sloped ./ Attic Access Anof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Building & Code Enforcement Building Permit# Phone:(518)761-8256 Date: Fax: (518)745-4437 Emazl codes@queensbury.net Dear }t Your building permit application has been reviewed and found to be deficient in the following area= A • These details need to be added to or noted on both sets ofplans. Please fee}free to contact this office with any questions regarding this matter. Sincerely, BUILDING&CODES OFFICE LASueHemmgway\Buld"mgPamirFORMSldefxieni building pemvtJan 2003-doe n A (I� Job Site Address: 4 if : Xi.,-v r Date: /6--P 7/ Owner: 1 i' r -r ti o-v.‘c s Application No. File Noc:>?(?)3- FIr Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of " «' Req.Light Actual Req.Vent Actual ?1 Sq.Ft. Remarks Room Room 1,, $%of Room Light. 4%of Room Vent =. Opening for in Area Square Area Square Egress Square Footage i Footage Feet 0 4 0 ,•5 ' �} y /J 1S` 'I 11 . p, �1 :,, . s r I .CYA N WI 'f to:.s'a rrel €M' .ra 4. i. Mf ` LAS ueHemi n gway\Building.Permit.FO RMS W at.Li ghtNentil,Calculation.Sheet.doc Job Site Address: Liq R eQ 3.1)- Date: / 0A7/.0.3 Owner: i 42-r- c? s Application No. File No. ,72.0-6 --29k WINDOW SCHEDULE • Window Window Mfg. Window Unit or :Ak •:•;S ;*4.6:0•Vr. .gex . Clear. . Special Hardware or Number or Name Model . . ; -• • €;;I ,' • • -7 Stock YPPOR,g kaigRagg W.R15Lqi,g1FR!, ygRg[41*-ipp.W4 Instructions Letter on Or Type Number ..e:::3•Multb.tpgilinflgir09 ;Plintlppl• : Plan Call Size i,iii;::;:ii1NiiiiNN1THWOD,•g131j'alOgg6d, " 4i;:^r,kh ,NAiNger, valp,514p,vnial.w3S,60.1511,-4;,:zA5,44 ig::.frAvt4,:N•'• t".; ?..* . .• ••••••L •••', • .1S2r6,_ Sc j,k_a tit> - ay,/ • •• THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES , '767". k•CP= 4 s'eg, itt.OW,.O. : .„ r:,••• Tempered ?Eq. Glazing •• •^, •"" .t - 1,4 ttiiwt..,,S":-4' 't z1;;- • ••.."'%!: • .:7F• A ,WW4C!:e. 011.eXh"7:2104t4W:"'. " • • L:\SueHemingway\Building.Permit.FoRMS\window Schedule.doc Permit Number REScheck Compliance Certificate Checked By/Date - New York State Energy Conservation Construction Code REScheckSofware Version 3.5 Release ld Data filename:C:\Program Files\Check\REScheck\Davis Residence.rck - PROJECT TITLE:Davis Residence COUNTY: Saratoga • STATE:New York HDD:7244 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:08/20/03 DATE OF PLANS: 8/19/03 DESIGNER/CONTRACTOR: Peter Weidman Construction,Inc. COMPLIANCE:Passes Maximum UA=540 Your Home UA=383 29.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. , or Door Perimeter R-Value R-Value•U-Factor UA • Ceiling 1:Flat Ceiling or Scissor Truss 1353 38.0 0.0 41 Wall 1:Wood Frame, 16"o.c. 190 21.0 0.0 7 Window 1:Vinyl Frame:Double Pane with Low E 33 0.320 11 Door 1: Solid 21 0.400 8 Door 2:Glass 8 0.400 3 Wall 2:Wood Frame, 16" o.c. 74 21.0 0.0 4 Wall 3:Wood Frame, 16" o.c. 89 21.0 0.0 5 Wall 4:Wood Frame, 16"o.c. 48 21.0 0.0 2 Door 3: Solid - 18 0.400 7 Wall 5:Wood Frame, 16"o.c. 107 21.0 0.0 6 Wall 6:Wood Frame, 16"o.c. 147 . 21.0- 0.0 6 Window 2:Vinyl Frame:Double Pane with Low-E .-. 33 0.320 11 Wall 7:Wood Frame, 16"o.c. 293 21.0 0.0 15 Window 3:Vinyl Frame:Double Pane with Low-E 16 0.320 5 Window 4:Vinyl Frame:Double Pane with Low-E 8 0.320 3 Window 5:Vinyl Frame:Double Pane with Low-E 8 0.320 3 Wall 8:Wood Frame, 16"o.c. 18 21.0 0.0 1 Wall 9:Wood Frame, 16"o.c. 103 21.0 0.0 4 Window 6:Vinyl Frame:Double Pane with Low E 41 0.320 13 Wall 10:Wood Frame, 16"o.c. 250 21.0 0.0 . 11 Window 7:Vinyl Frame:Double Pane with Low-E 16 0.320 5 Window 8:Vinyl Frame:Double Pane with Low-E 33 0.320 (11 ' Wa1111:Wood Frame, 16"o.c. 87 21.0 0.0 5 - Wall 12:Wood Frame, 16"o.c. 31 21.0 0.0 2 Wall 13:Wood Frame, 16"o.c. 71 21.0 0.0 4 - - - Wall 14:Wood Frame, 16"o.c. 43 21.0 0.0 2 Wall 15:Wood Frame, 16"o.c. 142 21.0 0.0 8 Wall 16:Wood Frame, 16"o.c. 106 21.0 0.0 4 Window 9:Vinyl Frame:Double Pane with Low-E 33 0.320 11 Wall 17:Wood Frame, 16"o.c. 142 21.0 0.0 8 Wall 18:Wood Frame, 16"o.c. 50 21.0 0.0 3 Wall 19:Wood Frame, 16"o.c. 147 21.0 0.0 8 Wall 20:Wood Frame, 16"o.c. 293 21.0 0.0 14 Window 10:Vinyl Frame:Double Pane with Low E 33 0.320 11 . Window 11:Vinyl Frame:Double Pane with Low E 8 0.320 3 Wall 21:Wood Frame, 16"o.c. 18 21.0 0.0 - 1 Wall 22:Wood Frame, 16"o.c. 103 21.0 0.0 4 ' Window 12:Vinyl Frame:Double Pane with Low-E 31 0.320 10 Wall 23:Wood Frame, 16"o.c. 196 21.0 0.0 8 Window 13:Vinyl Frame:Double Pane with Low-E 16 0.320 5 Window 14:Vinyl Frame:Double Pane with Low-E 33 0.320 11 Basement Wall 1: Solid Concrete or Masonry 1083 11.0 0.0 70 Wall height:7.5' - Depth below grade:6.5' Insulation depth:7.5' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 274 30.0 0.0 9 Furnace 1:Forced Hot Air,93 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in co 'ance with this C de. lez Builder/Designer - , Date 8 D I o 5 t5 ,' - .n ,t� , s tee.. ._ "4 ..°7204k 7 REScheck Inspection Checklist • New York State Energy Conservation Construction Code ti REScheckSoftware Version 3.5 Release Id DATE:08/20/03 PROJECT TITLE:Davis Residence Bldg. Dept. Use Ceilings: • [ ]. 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade.Walls: [ ] 1.. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 5. Wall 5:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 6. Wall 6:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 7. Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 8. Wall 8:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 9. Wall 9:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 10. Wall 10:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 11. Wall 11:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] 12. Wall 12:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 13. Wall 13:Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] 14. Wall 14:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 15. Wall 15:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 16. Wall 16:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] • 17. Wall 17:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 18. Wall 18:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 19. Wall 19:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 20. Wall 20:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 21. Wall 21:Wood Frame,16"o.c.,R-21.0 cavity insulation • Comments: [ ] 22. Wall 22:Wood Frame, 16"o.c.,R-21.0 cavity insulation • Comments: [ ] 23. Wall 23:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: . [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.5'ht/6.5'bg/7.5'insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: ' #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 4. Window 4:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 5. Window 5:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: • [ ] 6. Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 7. Window 7:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 8. Window 8:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without.labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 9. Window 9:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 10. Window 10:Vinyl Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: . [ ] 11. Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 12. Window 12:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 13. Window 13:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 14. Window 14:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1:Solid,U-factor:0.400 Comments: • [ ] 2. Door 2:Glass,U-factor:0.400 • Comments: [ ] 3. Door 3: Solid,U-factor:0.400 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,93 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R 8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ . ] Air filters are required in the return air system. [ ] 5 The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. Table 1: Minimum-Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes • • :" • Heated Water Non-Circulating Runouts Circulating Mains and Runouts - - Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" • 170-180 0.5 1.0 1.5 2.0. 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 . 2.0 ' Low Temperature 120-200 0.5 1.0 1.0 1.5 - Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems • Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) • • LANDS N/F OF PERKINS LANDS NIF OF NIAGARA MOHAWK POWER CORP. SEPTIC SITE PLAN 4' Si PROPOSED zl-�lc 3 BEDROOM FF HOUSE S, ABSORPTION TRENCHES, 5 TRENCHES EACH 50' LONG. INSTALL IN MECHANICALLY STABALIZED SYSTEM FILL MATERIAL BASAL AREA, 31'x55' TOP OF SYSTEM TAPER 20.00' 4' T( Al SEPTIC SITE PLAN DIE 1'=40' . . e s ve,„js, 5 (rs. • y .i.s. • 03---4 ,3 • • , . "I have seen or observed, o believetp, . all objects such as houses wells, trees, fences,evidence of, shown =- this document. I also represent that hav I der/ mea ,r d th dis antes have 7' - i.� set forth on the diagram." TUBE ® a?/®3 ATE \ . • • • • • • .R®o, _L -� r 1- 'I' • 1 ,. 1 . t 1 am 4 t , ( • 1 . • ro07, 1 ' � _• � ooft i