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2003-1013 TOWN OF QUE E NSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20031013 Date Issued: Monday, October 18, 2004 This is to certify that work requested to be done as shown by Permit Number P20031013 has been completed. Tax Map Number. 523400-296-009-0001-029-000-0000 Location: 26 TWICWOOD Ln Owner: NDG CONSTRUCTION, L.L.C. Applicant NDG CONSTRUCTION LLC This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 2 Cars Attached Single Family Dwelling / 4 itt ,.yam Director of Building&Code rce h nt TOWN OF QUEENSBURY Illakok742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20031013 Application Number: A20031013 Tax Map No: 523400-296-009-0001-029-000-0000 Permission is hereby granted to: NT)G CONSTRI JCTION I J,C For property located at: TWICWOOD Ln 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: DIAMOND POINT REALTY CORP. 98 COOLIDGE Ave Fireplace Garage-2 Cars Attached QUEENSBURY, NY 12804-0000 Single FamilDwellin $200,000.00 000.00 Total Value $200,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency NDG CONSTRUCTION LLC TIM GRACE 743-8505 959 STATE ROUTE 9 OI TEENSBI TRY_ NY 12804-0000 Plans&Specifications 2003-013 Lot 53, House No. TWICWOOD LANE 2145 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE $319.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, December 30, 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 To of ensb ; T + ' , December 30, 2003 4 SIGNED BY for the Town of Queensbury. Director of Building&Code 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.af:/90 3—/b4_; No inspection will be made until applicant has received a Fee Paid $ 4 V'P valid building permit. All applicants' spaces on this Rec.Fee Paid application must be completed and must appear on the , application form. Reviewed By _ Applicant: %AVG. e-o ,UG'f its LL.c- Owner: d'SAAE. Address: t4T et MT. 120/4t.,YL 4 .4 Address: '50 ram j�" �..'• c ,4'j 12.5oif Phone#( )"14S - SSo'S Phone#( ) 34/11 - (r) Property WALocation: Lot Numbe . ' / House Number / d�« P Subdivision Name:'1i(Nt 1 GAktc 01 Tax Map Number: 1( c)Ji ozoi 0 2A New Building: residence ommercial Estimated Market Value of Construction:$ ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? O Alteration: residence/ commercial o No change to exterior size: residence/com'l o Other work(describe ) Check Occupancylnformation 1"Floor 2"Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet 9 Single family dwelling 1 O6(a 1 O$& 2445 O Two family dwelling o Townhouse o Multifamily dwelling #of units RECEIVED o Office o Mercantile 2 � ,� o Manufacturing DEC O 1 car detached garage TOWN or QU r EN SBUIV O 2 car detached garage SING ANO Cnn O 3 car detached garage O 1 car attached garage ❑ 2 car attached garage 602 O 3 car attached . garage o Storage building- commercial o Storage building- residential • o Other i What is the proposed height of the structure Zdi, feet inches Will any second-hand or ungraded lumber be used? If so,for what? 14 D Type of Heating System: electric/ oil /0wood /1r-ced hot air baseboard/other: Number of Firm/aces to be installed 1 Number of Woodstoves to be installed C) List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder -rim viLis-e e Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,arc a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or D' ector of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all ne ons ction. Signa • owner,owner's agent,architect,contractor 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: 291W1 LA14E— File Permit No. Q(L) 340 13 Tax Map No. 2 4 /CO1 /bcrA O 2� Fee Paid Owner's Name: Nt ' C ot4 m ue...'t oiJ L1,.,..e- Address: 61561 ' r 'k tkr 12.0yAL ' 1,A to 2. INSTALLER'S NAME : 1/yAe54A11 i2D PHONE NO. 144. cl l G5 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 = RECEIVED 1980— 1991 x 130 gal/bdrm = 1991 —present 4.' x 110 gal/bdrm = 440 DEC 2 i "nr'- Garbage Grinder Installed yes / no ✓ TOWN OF QU ENSBURY Spa or Hot Tub Installed yes / no u4..[�RNci AND_Cpt3E 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Too apt Soil Nature Ground Water Bedrock or Impervious Material Do..- ' Water Su..1 1 sand at what depth at w at depth municipal Rolling loam (p feet A 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 '� � 31 J vs i c`7� 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: 1750 gallon (min. size 1,000 gal.) 17 L-- LAIN) Tile Field: each trench ft. Total System Length: ft. See Plans Seepage Pit(s): number of size of each: ft. by ft. N/A Size of Stone to be used: # '2,-- / depth or thickness feet Bed System Size: x Alternative System:4f1Z� length and/or size _2_ ... L-F- 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 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 Sanitary Sewage Disposal Ordinance. 12-12,4/Di __ "`'"' i of responsible person Date Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys ,per applicable to solid fuel & vented gas appliances , r Date LI i4., 1 , 24 / Permit No. 03-4,--)4,....3 ., 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 appropriate words) Name: 4 ( L 1"1cl Stove: wood coal pellet gas Fire lace insert Address: 't V:.'[- . Lb/AL f'a ,, fireplace, factory-built: ` wood Aas,,,;.) . Wit}r .,, 1 r F LA-4 Isly 12.F` + irep ace, masonry: wood gas �rnace: ;" wood oil Phone: If non-masonary applicance,please provide / Manufacturer Name: . � Owner: f_ Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile tee size: inches Exact Address: Lci - Ii... LA of c 'on 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 I Triple wall / Insulated / Direct venting Chimney Liner oCam ilex 'ter.Depazrtmterct—Wolitiviii,:.-or4iihrzge4922.atbzw3r, .1V'ew I'orc Fire Marshal Code# $Collected $Refunded Received from (refunded to):_ ^l �c ,, _.' ' y ,„ ,. address: A „,., ,, 173 3389 (190) Public Safety A 233 2655 230 inor S les � I, , i DATE: il,,_4_ r) .5 ,,,,,-- , 1 14 4 0i 4, , c._1(.-. A.-- ,,.�,.�- own e bz D )Y-6 . White( pplicai / GIeen(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&.Goldenrod(Cashier's Dept.) 1 56 5- 100 ENERGY CODE COMPLIANCE APPLICATION i„ p3 TOWN OF QUEENSBURY, WARREN COUNTY RECEIVED 9000 HEATING DEGREE DAYS DEC 2 6 ° nf,•3 Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (q OF QUEENSBURY Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dweng Nci AND CODE Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- 2.346 square feet 2. Type of heat- Electric . Oil X Gas Other 3. Is building mechanically cooled? X yes No 4. Percentage of area of windows and doors Over 17% Under 17% ' 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R:VALUES AS SHOWN ON PLANS SUBMT!"YED: a. Roof R b. Exterior walls R c. Glazed areas d. Exterior doors e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R g. Basement/cellar walls(above grade) R h. Basement/cellar walls(below grade) R i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED A cam's ture Date Phone Number 124/a/4)-3 -e05 INSPECTOR'S REMARKS: , -3--/01 3 r it Ne _her iAf— !' t REScheck Compliance Certificate /Checked Bv/Da e New York State Energy Conservation Construction Cod' RFSrhpr'lAnftwnrp VPrzinn' 4 Pele.nes, 1.i Data filename:Z:\Ben Cad Files\NDG_Lot29 Twigwood Ln\Rescheck.rck PROJECT'i'T i'LE:N.E.Development COUNTY:Saratoga STATE:New York >-inn-7' 44 RECEIVED CONSTRUCTION TYPE:Detached 1 or 2 Family TIP.ATIN;'TYPE•Ns n_F1P-trie. DEC 2 6 2(N"1 tiV Vv DATE: 12/04/03 TOWN OF QUEENSBURY DATE OF PLANS:December 3.2003. BUILDING AND CODE PROJECT DESCRIPTION: Twigwood Lane T.nt "The Nnrw'h" DESIGNER/CONTRACTOR: Engineering America Co. 'f rhmrncc#rePt Saratoga.Springs.NY 12866 COMPLIANCE:Passes MMvin1!!m T T A =4R7 Your Home UA=449 • 7.8%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 1347 30.0 0.0 47 Ceiling 2: Cathedral Ceiling(no attic) 115 30.0 0.0 4 Ceiling 3: Cathedral Ceiling(no attic) 76 27.0 0,0 3 Wall 1:Wood Frame, 16"o.c. 1832 19.0 0.0 95 Window 1:Vinyl Frame:Double Pane with Low-E 162 0.330 53 Flrr 1• Glace 4G 0 WI 1? Door 2: Solid 38 -0.150 6 Wall 2: Wood Frame, 16"o.c. 1256 19.0 0.0 65 Window 2:Vinyl Frame:Double Pane with Low-E 168 0,330 55 Basement Wall 1: Solid Concrete or Masonry 1029 10.0 0.0 80 Wall height:7.6' Death below grade:5,6' Insulation depth:7.6' Window 3:Vinyl Frame:Double Pane 11 0.500 6 Floor 1.: All-Wood Joist/Tr uss:Over Unconditioned Space 433 19,0 0,0 20 Floor 2- All-Wood Joist/Truss:Over Outside Air 66 19.0 0.0 3 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 compliance with this Coe. Builder/Designer � ;,C Date ' it e . All t t. RE&check Inspection Checklist New York State Energy Conservation Construction Code RBScheckSofiware Version 3.5 Release ld flATF• 1f 114/01 PROJECT TITLE:N.E.Development Bldg. Dept. Use [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: -[ ] ( 2. Ceiling 2:Cathedral Ceiling(no attic),R 30.0 cavity insulation ( Comments:Foyer/Stairs f 1 i 3. Ceiling 3:Cathedral Ceiling(no attic).R-27.0 cavity insulation ( Comments:Bedroom#2 I Above-Grade Walls: [ ] ( 1. Wall 1:Wood Frame, 16"O.G.,R-19.0 cavity insulation Comments: 1st Floor f 1 I 2. Wall 2:Wood Frame, 16"o,c.,R-19.0 cavity insulation ( Comments:2nd Floor ( 1 Basement Walls: [ ] ( 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/5.6'bg/7.6'insul, R-10.0 cavity insulation I Comments: ( Windows: f 1 I 1. Window 1:Vinyl Frame:Double Pane with Low-E.U-factor:0.330 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:0.330 For windows without labeled U-factors,describe features: I #Panes Frame Tvne Thermal Break?f 1 Yes f 1 No ( Comments: [ ] 3. Window 3:Vinyl Frame:Double Pane,U-factor:0.500 For windows without labeled U-factors.describe features: ( #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: ( Doors: 1. Door 1:G ass,U-factor:0.260 Comments:Front -[ ] 1 2. Door 2: Solid,Ufactor:0.150 ( Comments: Garage&Back Floors: [ I ( 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments:Master Bedroom over garage. I ] ( 2. Floor 2:All-Wood Joist/Truss:Over Outside Air,R-19.0 cavity insulation ( Comments:Cantilevers Air Leakage: f [ I 1 Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. 1 1 I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air--tight assembly 1 with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ j ( Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification: [ j I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. 1 1 I Materials and equipment must be identified so that compliance can be determined. J j I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. 1 1 I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: 1 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. -[ j I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ j I Supply ducts in unconditioned spaces must be insulated to R 8. 1 1 I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. 1 Duct Construction: -[ j I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (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). [ I I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. 1 1 1 Cooling ducts with exterior insulation must be covered with a vapor retarder. .[ I I Air filters are required in the return air system. I I I The HVAC system must provide a means for balancing air and water systems. 1 Temperature Controls: [ j ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: 1 1 I Separate electric meters are required for each dwelling unit. Fireplaces: 1 1 I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ j I 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 I. the New York City Building Code,as applicable. Service Water Heating: 1 1 I 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. I I I Insulate circulating hot water pipes to the levels in Table 1. ( Circulating Hot Water Systems: [ j I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ j I 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 1 -TA F 1 A4 °`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 1 do-1 6n n 4 n 4 1 n 1 4 1 nn-1 1n n 4 n 4 n 4 1 n 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 anti Brine Relnw an 1 n 1 n 1 4 1 4 NOTES TO FIELD (Building Department Use Only) , ts Si C.- 1:.,..:.,:.:_:7 V ,. ,---7— ,L:-.-t.....,, i — 1 U‘J E6-,-kJ C-s,r `;;,' , , 2Ic3 —7-H4 E ---J, fi'.--,(•-,:z3—. ii i ',. \,.... ,- ,....., ,s„..- M A kJ BAC 4 ( ,c__,...___. . .,..., I( 5 1'-- Ji e" .,..., , .• \ e''', i r, 1 .--- s ',...\ ?4..) 1 --- '. it--7 c...., ' 1-- i 5.-F.--- ..2 4--- .r' I i I ,? ,....,t ( (e.,,.,, i NIA S T2 j,(:::- k;!.:;;I:=,:. 1.-) V7V4 if , Co,' 1 MTE--.:4 -- F)i C..:r VI t , C . 0 0. 7°, 0' -,,:-Z.::%t::: gifs:::•, ,,,_‘.• r..- ''...., '''',, ,St4 Pk LA-- ,, s 1 .2 a4...,,,,i,.....) :::, i i—o,V-----,'''''--1•'—'-''''.. • .,•—,-. , ,..., f, ,--2/ :'-_-_ '(-7-2:77 -,*; X -3 ----;' ' ) :''- - ,.,---, • //- --- - ,_: :-; -{,,,,,,-i„,-,_-,,,,..4-., ,--=.-..,-.::::,•_-:4.,_,-, c ,,j ._A ,•;) •"::: / ,:" 4.-,r, ,'" --'- 1V'', .1 1- '---'•''',::,c.: ,,, / -7 ., p-- t I Y.- L i 4-/ -1:L, N ' ;--' I(0 e:r , . --- Lii' ..,A 6:77.1,-1C-1,'.:1---' -. ... . ,.............., , ., --;-- .: ,, - i G--7 i\L FL- -::1- — I ..3 -:'-',-- i, ,,, 4)::::- ciF,L. - - - .....,,, _ .. ,....,......,..,....,,, i ---- % . 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A,.. r.---- ,,,,,, k...t., N 4 i ' ..,,,i. c.--.,.. , il, .„.••1 ,,' ..-_, ‘t c ) \(0 i , 62 •-•,.. • 4„ 0.,•.t4, k,,-----i's- -)-- .( irTh ,,,,i e ie) I \ "Z7 t k,,,, i -- i \ 4 ) -i (• ,,.. ,,,, ,,,,, , %,..-../, .5;„ ,..•,,_ , 40. .• ,„ Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: NAME: /1/ 0 PERMIT#: d ----AO/3 LOCATION: /_._ci>r 53 /Z t e... 6theve,0 DATE: e TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 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 Relief Valve(s)installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched IGarage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents Bu' ing No./Address visible from road Fnal Electrical ite Plan /Variance required t/ pL"��'4 fiiv- 62 Final Survey Plot Plan �jC 1�� As Built Septic System/Sewer Dept. Inspection Sticker V'V\L A.k(0,4- Flood Plain Certification, if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insn. form 2.docLast printed 2/12/04 Ft1-1-"°':- :T—‘-‘,3 k.), EZ5A—Vg Residential Final Inspection 7 93—C85-0(6 Office No. (518) 761-8256 Date Inspection re* .- 'rec,' _•: Queensbury Building&Code Enforcement Arrive: ' . P-part: _ . „i a CI, 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi.' NAME: (V DG . . IT#: �► p t LOCATION: 7..j tCAZ, t)c-)0 ____I31 F_ I •TE: t ( TYPE OF STRUCTURE: 2.. Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location ✓ Fresh Air Intake 3 inch Plumb Vent through roof .� Roof Complete ,� Guard 30 in.or more @ stairs,decks,patios .✓ Guard at stairwell at 34 in.or more f Guard at deck,porches 36 in.or more y Exterior Finish Complete .� Interior/Exterior Railings 34 in.to 38 in. ,/ G1W 15.1 Platform at all exterior doors ✓/ CAR-IA x)? 69 p ow cQ D EX- Interior Handrails stairs 2 or more risers ✓ •619 E. Pc ?_.V L7• t t36 c'4E1. Grade away from foundation 6 in. with 10 ft. ,...----L11 AtOo-A 1 . G irre% t t.'T® 64\9-PU Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate ,' Gas Valve shut-off exposed/regulator 18"above grade V / 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 I * -r Ham-. ,,„o,.-cEp_ ,ate %. t> aCC- Low water shut-off boiler Relief Valve(s)installed 1 Interior privacy/trim/doors/main entrance 36 in. _ .7 Bathroom/Kitchen watertight / Safety glazing / Window in stairwells safety glazing ✓ Interior Smoke Det tors: Every level: , / Every Bedroom: / Outside every bedroom area: ,/ `� Inter Connected: f / Battery backup: _ ✓ Bathroom Fans,if no window � '�ERA�� ���r �C� �12l�1��I 01 Carbon Monoxide detector ✓ / Plumbing fixtures ✓ ' 04-KA LA a E^ �--\� �LQ f Q % Foundation insulation 11.1C-Q tAPt-e-�,L IN� t-k t%JL %o �©� et9-€P, tutu?; Floor truss,draft stopping finished basement 1,000 sf .� 2 E_ R- Emergency egress below grade ,/ Basement stairs closed rise>4 inches ✓ 3/4 hour ✓ L�TNN WQ t-t' fire door/door closer � ���� Garage fireproofing / c:>c), -,f- MA._ C- EL. �t-t Duct work Sealed properly 4 S Pl $D 1b p v- M t cilo utMtA t Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area V 1 t. 433,EAt-t Vp e=-f�1. Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq.ft.vents \/ • �5A��-c,�¢` �`�� ��Di Building No./Address visible from road _ �"LL •o Final Electrical */ • Site Plan /Variance required i Final Survey Plot Plan I As Built Septic System/Sewer Dept.Inspection Sticker J 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.doc edited January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection req st -cei d: Queensbury Building&Code Enforcement Arrive: a ' p ►i epart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia • AC NAME: N\)G P ' IT#: 03-t D t LOCATION: �(� ""["'��� s��p LK E_INSPECT ON: ( -- TYPE OF STRUCTURE: F ) Comments eti\q,)&1/ N N/A Xootings 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 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 // l(i a___3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 2` Queensbury Building&Code Enforcement Arrive: am/pm D part: ` ' 4m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: /c/13 LOCATION: . _ . 001. e • INSPECT ON:_,�j- 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/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 oper,CPVC,Pex One and Two-Family � t���� R � sulation/Residential Check/Commercial Checks c v-ck Proper Vent,Attic Vent P Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 t4_,„t fyz, Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: a m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: L.-4e NAME: kip C 677,o-Ykeelf- PERMIT#:LOCATION: 7Z1 t c c—kic) INSPECT ON: 40314-e- TYPE OF STRUCTURE: '' Y N N/A COMMENTS Framing 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 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 �irestopp Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report I7S) / V � Office No. (518) 761-8256 Date Inspection reque rec;iv-• , _ Queensbury Building&Code Enforcement Arrive: p ='art: . • sin 742 Bay Road, Queensbury,NY 12804 Inspector's Ini al • NAME: r ) .,-\ PERMIT #: LOCATION: ; { L 0 J INSPECT ON: f/ TYPE OF STRUCTURE: Sj Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. c(1: Plumbing Vent/Vents in Place Rough Plumbing/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 Cooper,CPVC,Pex One and Two-Family ulation/Residential Check lChecktee„'iAeek. \(// Check E e Proper Vent,Attic Vent Duct/Hot Water Piping Insulation &NV-311\C*__ If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoit.doc November 17,2003 ---- \ 1Eciii \ /S( Rough Plumbing / Insulation Inspection Report - Office No. (518) 761-8256 Date Inspection reques ece el. C t 0 V- Queensbury Building&Code Enforcement Arrive: '11. .4 pm "Ae►. : ! t' 742 Bay Road, Queensbury,NY 12804 Inspector's In ial • NAME: A/110-14-4.0-4-er e--e-6 --°' /PERMIT 5--by, LOCATION: 917.0 t u...�-e06-Q. �zz2--- -W-- INSPECT ON: %-.4-/og TYPE OF STRUCTURE: ',2 -/-.1---e/-4_-_ i,eo Y N N/A -3 4-4 -G. 72 PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/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 ter Supply Piping Cooper Commercial er,CPVC,Pex One and Two-Family (Insulatio esidential Check/Commercial Check Y 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 4MENTS: .11 ‘'V- -1.--DVR\ 6 '�D C,CA). �J 1 e� ‘-\ --A--C\‘i 6 e--\--- C-- - 'U)• -"Vt4?----\0 ____ ' Zi\U!- L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request receive.• Queensbury Building&Code Enforcement Arrive: :'cam/, ► - •art: . pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials i- NAME: C--) PERMIT #: r LOCATION: 2(Q-T iCAZ non INSPECT ON: a TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents -- C-V c \ W),56uATic Cast Iron, Copper Drain/Vent/Comm. @-- P (p‘ ,bt,,1 Plumbing Vent/Vents in Place P b Rough Plumbing/Nail Platesf\V6 G --+LL 1 1 inch min.Drain Size Washing Machine Drain 2 inch min. F-0 I k7). „ Head or Air Supply Test — AV3 Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes )V' Cleanout every 100 feet/change of direction Water Supply Piping -�' Cooper Commercial/ ©� ����i Cooper, , and Two- ily Insulation/ResidentialCPVCPexOne Check/CommerciaFaml 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: F%C2-"C=6\--OV in 06 Om— 'CDok _ ?k-ABCA MG 130-c" c Vi 1e L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 -04/N1-- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date e9 Inspection request re iv . S 7 p Queensbury Building&Code Enforcement Arrive: 1;151) art: r pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: J l (61,41A-451' PERMIT #: - 3 LOCATION:41-j3 if �i c.t.rv��Q INSPECT ON: 7 0 TYPE OF STRUCTURE: 6< —A - Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. PlumVents in .77 ough Plumb' Nail PlatesPlace 1 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 Co' ' r Commercial 00'er CPVC,Pex One and Two-Family Insulati' 1J/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: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 / es --- /(,/-pri Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request r- -ived: Queensbury Building&Code Enforcement Arrive: . ,(pm D +-, . W.- • 742 Bay Road, Queensbury,NY 12804 Inspector's Inrti�! • 4 r e NAME: C1 -t PERMIT #: 03 LOCATION: fj ;� t � INSPECT ON: Li---0 'I 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 --rPt C—Y-1' Rough Plumbing/Nail Plates 1 i/z inch min.Drain Size ;rye���►� ��=1� . 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 Cooper,CPVC,Pex One and Two-Family sulation/Residential Check/Commercial Check Rva,,, 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 5/ 4 F--uzx)v-_ COMMENTS: 7 Cw cz)\toC :.=bA' ° - cx:___1 t, jA tot C- %\--1 \ilotPoe., \14\ 1 b.0 _6 - L To Tom? ckAi\--r.03 QHemingway\Building. odes.inspection \ gh Plu ldg�fis fa epoi o NoVem 17,2003 l , 7L/A1 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: k __ - __ Queensbury Building&Code Enforcement Arrive: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: • NAME: 6 PERMIT NO.: 1 ) !`�,%/ LOCATION: ,-1(.,, L � .� ,,' L,f,.' ,f i-42.,--cv INSPECT ON: fri,,y--:/e-4 f/. 3701;1 r RECHECK: ,' Comments and/or diagram Soil T J Sandl�o / lay Y Type of Water. .cip 1/Well Water Waterline separation istance ft. 6-)( e65x - a l 4,‹ Well separation distance ft. Other wells: 6 L t) "rj 4t6 r _ ft. I v r=Q,--‘46 4 .1 t Absorption Field: Total length ft. Length of each trench ft. Depth of trenches 1_ft. Size of Stone Seepage Pits: Number Size: x Stone Size: .� A 4 �C--1 nfz-- 04 Pc4-.1) Piping Building to tank Size if Type v çç g \)C--kr(cLEg � � _ Pitoe—', Tank to Distribution Box u �j bl�- Distribution Box to Field/Pit k 44 n e 6 .i oF L*T&/? Opening Sealed: Y/NI Partial Location/Separations Foundation to tank `^ qtIft. Foundation to absorption 2.4: ft. Separation of Pits ft. Conforms as per Plot Plan Y N Locatio stemn Property: Front ea Le Side Right Side CA0.-- �e� K k Middle Front Middle Rear System Use Status: proved artial 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 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: _72:y1_ Queensbury Building&Code Enforcement Arrive: am/p V�jdepart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ( �%� NAME: PERMIT NO.: /0/ LOCATION: l(i tc& OcO !- • INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water .4 j / g'/f // Waterline separation distance '� %� / I7 Well separation distance ft. 44-4/ Other wells: �,d Absorption Field: Total length ft. ( l0�'- l F 1'074 Length of each trench ft. t« c-s � Depth of trenches ft. no Qt.;TeC-1- Size of Stone -- Seepage Pits: Number � r Size: x Stone Size: Piping Size Type Building to tank r" C) Lc.�-` & Ft c:7_6 Tank to Distribution Box Distribution Box to Field/Pit CD• Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan r Y N Location of System on Property: Front Rear Left Side Right Side Middle Front iddle Rear S stem Use Stat Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:iSueHemingway\Building.Codes.Inspection.FORMS\septic Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ-. -ceive• A/' Queensbury Building&Code Enforcement Arrive: pm D i „'a • 742 Bay Road, Queensbury,NY 12804 Inspector's Ini .1 • �" NAME: " PERMIT#: -/ 0/,3 LOCATION: '� ,` l ���, INSPECT ON: IQL.j TYPE OF STRU TURF: sj'F 1 Y N N/A COMMENTS Framing • 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) • 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 4--------.% '0 * _ _ * %.1 9 • N REFER TO DWG.#T0401 iee4-Rs FOR LUMBER AND PLATES NOT SHOWN. el, 3.. . . x THIS REPAIR IS BASED ON INFORMATION RECEIVED FROM THE TRUSS FABRICATOR.TRUSS MUST BE IN ORIGINAL UNDEFLECTED La co 3..) POSITION PRIOR TO CARRYING OUT REPAIR SPECS.PROVIDE TEMPORARY SUPPORT TO TRUSS. APPLY ALL NAILS TO AVOID Cr E DAMAGING OF LUMBER AND LOOSENING OF PLATES AT JOINTS. a. J . I •f "-1....7.1. —1 CC D 0 I I \ * n * tiP TO g , J . C DX I lail ii-i* A a.- 1 1*, e,44 N i 6%4.4-4S. I I i illiii‘, 18" x 4.............A. ...04.. li 00.0 t....N....wwswk.-v....a....... r_ .h.......-Ic 0..............ohmoim:mon.....mm.... r vp c LI z ri D 1:500 W1500 W300 0 Z oil:2103 R;261$ R: Oa 1J ?I: 207 U: 172 U: lit 3 47,2_:.2__ __. _LATIszlo..4._37_0:4 ____:.__ §.7prp,____ ___._ ____979.1-11 _ _ __i__ _ _ 5.017;1. _i _ _ 5-7-2 Z 7-7-12 • 3-0-1 • 3-0.4 r xl 11 REPAIR PROBLEM: o x #104011684-115 REQUIRES FIELD ALTERATION TO ACCOMMODATE BACKWARD INSTALLATION. x REPAIR SOLUTION: .1.. 1)INSERT NEW 2X4#2 SP WEBS(+)AND SECURE TO BOTH FACES WITH W'CDX EXTERIOR PLYWOOD GUSSETS, IN SIZE SHOWN,WITH(2)ROWS OF 8d E COMMON NAILS AT 3.0"O.C.,PER ROW,STAGGERED THROUGHOUT ALL COVERED MEMBERS. 1 2)ATTACH IV CDX EXTERIOR PLYWOOD GUSSETS,IN SIZE SHOWN,TO BOTH FACES OF JOINT INDICATED WITH(2)ROWS OF 8d COMMON NAILS AT 3.0" n O.C., PER ROW,STAGGERED THROUGHOUT ALL COVERED MEMBERS. f...) 3)REMAINDER OF CONNECTOR PLATES MUST BE INTACT AND FULLY EMBEDDED. si 4)NEW WEBS MUST HAVE COMPLETE WOOD TO WOOD CONTACT WITH EXISTING MEMBERS. I ( )NOTE NEW BRACING REQUIREMENT. S104371130 9 . 9 Scab:0.250'=1' \i U00225 J$L2142 NOG DEVEL. C-S BILL Robbins Engineering, Inc./Online Pius" . 9 , gob Mack Quan Type Span P1-H1 Left OH Right OH Single Drawing L2142 R5 2 TR 310500 6 1- 0- 0 1- 0- 0 ' T04011664 I Rooks Etviaponng,laciOnIne Plus'0 16602004 Version 16 0,011 Single Dewing pet Page 0313W04 0:5040 MI Page 1 E 2 - t ‘1 \$(71&--7 Framing/ Firestopping Inspection Report r Office No. (518)761-8256 Date Inspection req •st 4 eceive . ' Queensbury Building&Code Enforcement Arrive: a p De 742 Bay Road, Queensbury,NY 12804 Inspector's Initial•: ;, f NAME: Cam" Q0N15-\-(06-f—ji. a PERMIT#: C ^ /C! /3 LOCATION: , (,.-.L)OCDC )...__A,,___, INSPECT ON: — 0----'09 TYPE OF STRUCTURE: Y N N_ COMMENTS Framing 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate `..r--�. -X-- _.-k- i\�vut ---.4Ca' 1 %2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses -.1-S \L-O ? V 0 .t Anc or Bolts 6 ft. or less on center 0 ce 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. �.�. L) . C\ R's- V__..v.;,1/4•.‘, \---) Garage Fire Separation House side '/2 inch or 5/8 inch Type X _ Garage side 5/8 inch Type X �- �'C t �` 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 Oiir; ?- Fr aming /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ-: -ceiv=• -7 /S 0 Queensbury Building&Code Enforcement Arrive: a- pm P-t ' : -oO . " 1•m 742 Bay Road,Queensbury,NY 12804 Inspector's Initial. NAME: b v Cu, c ' - 't ',,A, PERMIT#: ��'6) — /013 LOCATION: 0 61\1T-(•Li,C (AsG G INSPECT ON: y ,--fri TYPE OF STRUCTURE: Y N N/A COMMENTS Framing • 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center / e and snow shield 24 inches from wall Li L ---- 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 '/z 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 ifc --eQc,), Framing / Firestopping Inspection Report r Office No. (518)761-8256 Date Inspection reg4es` re -eilreid: _ ATY) L Queensbury Building&Code Enforcement Arrive: ani/pm , Depart: \\', 3 am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: 7i ,.-- NAME: 4----...._ )- ...„ PERMIT#: C3—./0 / LOCATION: \ j A)--'\ ' INSPECT ON: -3 — _..-,__i s, TYPE OF RUCTUR : Y N N/A COMMENTS raining _ J ,� Jack Studs/Headers ' ' `z ``' ° `' `4 �1 ' ' '� Bracing/Bridging / v. ,.. \-^-4. ,t.. •!_..k ....�,.V.,,,:,_-7 Joist hangers v/ %--- . Jack Posts/Main Beams -. ‘.1'k... .. \ t 'a(7 t i-'a''c..-"i ( .,,c c..- \Zt...j 'k i, 2)t__ Exterior sheeting nailed properly ` " '' 3t tr, t ` ' 12"O.C. 5: (_;t� -i ..k k�,:. c,c ts..;'kt.. Li.,( , t..,_:,tti l' Headroom 6 ft. 8 in. _ Stairwells 36 in. or more , ' 'Utz. t,_ L�" ,. .;.\,,,C'°, .,•,-"c_' "�'`\ Headroom 6 ft. 8 in. -,� ',4,AN...14 N...-.�,�ti C ...' - .^\; , t; \', Notches/Holes/Bearing Walls ^a 0 ; ; Metal Strapping for Notches Top Plate i 'l %f V k.,i,...i 1tv 1 1/2w 16 gauge (8) 16D nails each side ' 1 '.--`° i\A`-) i,,1 0 Draft stopping 1,000 sq. ft. floor trusses (i UI�'L. �� LV= )� ,. ti „, `► Anchor Bolts 6 ft. or less on center .2 ,- t ``c l. C c L t,-milt ,I L r t, j 1 �`k,,,. .A ,L-H C� 1 L Ice and snow shield 24 inches from wall �. i - .4L 1 c cf Fire separation 1, 2,3 hour //// / `^� � Fire wall 2, 3,4 hour '),;,4i L V {, / . . ` : „„: Firestopping . Penetration sealed 16 inch insulation in cavity min. , Garage Fire Separation House side '/z 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 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque e ived: Queensbury Building&Code Enforcement Arrive: a p Depart: ''-'71,1r p 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME: iLk3 QJ234.4PE RMIT#. (53 0/3 . LOCATION: . " CV D INSPECT ON: TYPE OF STRUCTURE: 3CtO 3-4:211 Y N N/A COMMENTS Framing 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anc or Bolts 6 ft. or less on centers ` �-- e and snow shield 24 inches from wall -aNFL- .�c-1,� Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour ' ''` ' �� '— Firestopping Mi \_Ac_F- Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 le) , Foundation Inspection Report Office No. (518)761-8256 Date Inspection request recei d: Queensbury Building&Code Enforcement Arrive: am/ Depa . ' am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ;W°3 NAME: A) 1) PERMIT#: LOCATION: -1-L.01.\-a►u+ INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place0-4 - 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 j 30 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st ece. : ; Queensbury Building&Code Enforcement Arrive: p Depart: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: �. )0iNAME: RMIT#: � , LOCATION: ` �, INSPECT ON: 1 "� 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 trTh Rei rcement in Place v oundation Dampproofing \/ Foundation/Waterproofing Type of Dampproaterproofing Footing Drain Daylight or Sump t 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 \ \-• 1 \c\\--\-C1'f2 S-0 -1 (L. AT\ CCU. I*() Foundation Inspection Report :3 .7.0,,o4AT\ Office No. (518)761-8256 Date Inspection re. r-cei Queensbury Building&Code Enforcement Arrive: - p Depart:Ct:?AT)am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Init - _ NAME: ' PERMIT#: , LOCATION: ' : c -- INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers U w LSE © VA.19 Monolithic Slab `R IA%I' Reinforcement in Place w��,_, The contractor is responsible for (fly providing protection from freezing )c-T E tc) VAK RA2t)V\ for 48 hours following the placement �� of the concrete. Materials for this purpose on site. Foundation/Wallpour \ ` e V-QDt ek,E� • -t.� Rein cement in Place oundation Dampproofing iQ) YVe-��— � Foundation/Waterproofing '' _ kci ci Type of Dampproofing/Waterproofing QV) 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 1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: 3,'i am/pm Depart. am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: V,t. NAME: (. .'_' PERMIT#: _ -/C` / .� LOCATION: ._„L, /G.�',L L r INSPECT ON: //)-%� . ,,/ TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place rounnampprooi gr � C , Foundation/Waterproofing Type of Dampproofing/Waterproofing 4%)A ��'a"'�~I. is 2-)\1 YP pp g � g � 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: , r Queensbury Building&Code Enforcement Arrive: am/pm‘ Depart: c- in/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: � �--- NAME: bCO PERMIT#: --' l62/ LOCATION: �t �c��lr� INSPECT ON: \ t S d( 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 icif the concrete. Materials for this purpose on site. 'L 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 polfor 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 A-A-1 hcAr-c._,H mom Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depa 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: .G9- )"()3 -108 NAME: 104-4-air PERMIT#: LOCATION: INSPECT ON: 4 TYPE OF STRUCTURE: ys .„24, Comments Y N N/A Footings Piers Monolithic Slab _ Reinforcement in Place 0ca.„4„,), 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 i 1000, 20'-0" 50'-0" 30'-0" �14° 10' MIN. SILT FENCE Ci NEW 1750 GAL. (MIN.) 1 / 10' MIN. . SEPTIC TANK D1 32'-5" 20'-0" / / to seen or observe?, or believe I sao ide of , acts such as,,eS 4+'e'1s, trey , ::.: etc., eS' .i !? i. r? S it it f'Lrii°i?t.. I ?IS .s i" _"`?' lhE fl I have Ns still/ si °aSCii'` tti� . u,ar?raj set forth onthe diagram., J SIGATURE OT WATER SERVICE ENTRANCE SURFACEWATER_ DIVERSION SWALE ELJEN IN —DRAIN a LEACHING LATERAL Di (TYP.) 15 EW 'ELJEN' ACHING SYSTEM DISTRIBUTION PIPING 0.5% MIN. SLOPE s DISTRIBUTION BOX 4" PVC EFFLUENT LINE 1 % MIN. SLOPE 10' MIN. / DEC 2 6 ZTJ OF QUEENS13UR% UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDMSDON 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL. OF THE LAND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALJD TRUE COPIES. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TIRE OR TITLE REPORT AND IS, THEREFORE, SUBJECT TO ANY EASEMENTS. COVENANTS, OR RESTRICTIONS OF RECORD OR ANY STATEMENT OF FACTS SUCH DOCUMENTS WOULD DISCLOSE. 1. EDMUND C. T wIcHELL. PROCTOR C. TWMELL, VERA TWICHELL TO JOHN J. FRANK AND MARYANN FRANK DATED 2 MARCH 1970 AND RECORDED IN THE WARREN COUNTY CLERICS OFFICE IN USER 519 OF DEEDS AT PAGE 2BO. 2. JOHN FRANK AND MARYANN FRANK TO MARYANN AMOIA c/o THOMAS J. MC DONOUGH, ESQ. DATED 30 OCTOBER 1977 AND RECORDED IN THE WARREN COUNTY CLERK'S OFFICE ON 25 JUNE 1987 IN LIBER 694 OF DEEDS AT PAGE 313. NAP REFD72EAICF� 1. "TWACWOOD" DATED MAY 18, 1965 PREPARED BY JOHN B. VAN DUSEN, LAND SURVEYOR 2. BOUNDARY LINE ADJUSTMENT BETWEEN LOTS 53 do 54 TWICWOOD SUBDIVISION DATED SEPTEMBER 4. 2003 PREPARED BY DAVID F. BARRASS, LAND SURVEYOR. TAX MAP REFERENCE TOWN OF QUEENSBURY: 296.09-1-29 iron pipe South 0.7' of lands now or forme Steven M. & Donna L 2- - 12, La, �7�- DAVID F. BARRASS LS. # 49363 Y ,r I LOCATION PLAN / LANDS NOW OR FORMERLY OF STEVE AND DONNA SUTTON LANDS NOW OR FORMERLY OF THOMAS AND MARIANNE MCDONOUGH 26'-2" / 20'-0" 50' — 0 SILT FENCE SITE PLAN Scale: SEE GRAPHICAL SCALE 10' MIN. LANDS NOW OR FORMERLY OF SHAKI BHATTI WATER SERVICE ENTRANCE SURFACEWATER. DIVERSION SWALE ELJEN IN —DRAIN LEACHING LATERAL (TYP. ) APPROXIMATE LOCATION OF EXISTING MUNICIPAL WATER SUPPLY SHUTOFF CURB VALVE EW 'ELJEN' EACHING SYSTEM DISTRIBUTION PIPING 0.5% MIN. SLOPE DISTRIBUTION BOX 4" PVC EFFLUENT LINE 1 % MIN. SLOPE or observed, or belie - ' of, ch as houses, wells, , 's document I also re. - the distance., diagram." ATURE T GRAPHIC SCALE 5 10 20 ( IN FEET ) SCALE: 1" = 10' "I have seen or observed, or believe i saw evidence of, all objects such as houses, wells, trees, fences, etc., shown on this document. I also represent that I have personally measured the distances set forth on the diagram" sl DATE GENERAL NOTES: G-1) PLAN BASED ON SURVEY MAP BY DAVID F. BARRASS LICENSED LAND SURVEYOR, ENTITLED "FOUNDATION LOCATION - LOT 54 - TWICWOOD SUBDIVISION!", DATED 9/04/03, G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT "DIG SAFELY NEW YORK" AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. 0-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. G-5) ENGINEER TO WITNESS TEST PITS AND PERCOLATION TESTS AT TIME OF CONSTRUCTION. G--6) AREA OVER NEW LEACHING SYSTEM TO BE GRADED TO CREATE POSITIVE DRAINAGE AWAY FROM BOTH THE LEACHING SYSTEM AND THE NEW RESIDENCE. DESIGN INFORMATION: DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY NO OBSERVED EXISTING POTABLE WATER SUPPLY WELLS LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. (RESIDENCE AND NEIGHBORS SERVED BY MUNICIPAL WATER) DESIGN FLOW 4 BEDROOMS x 110 GPD/BEDROOM = 440 GPD SEPTIC TANK PROVIDE 1750 GAL (MIN.) PRE —CAST SEPTIC TANK 4 BEDROOMS PLUS JACUZZI AND KITCHEN GRINDER SEPTIC TANK EFFLUENT FILTER PROVIDE (1) MODEL A1801-4X22, "ZABEL" RESIDENTIAL FILTER. LEACHING SYSTEM (ELJEN FIELD S(STEM) 440 GPD _ 1.2 GPD/SQ. FT. = 366.67 SQ. FT. REQ'D (1 — 5 MINUTE/INCH PERCOLATION RATE SOIL) 366.67 SQ. FT. - 7' EQUIVALENT WIDTH = 52.4' MINIMUM OF ELJEN "IN —DRAIN" TRENCH REQUIRED. PROVIDE (2) LATERALS EACH 28 FT. LDNG ELJEN LATERALS TO BE (7) UNITS LONG EACH EFFLUENT DOSING / DISTRIBUTION GRAVITY DOSING AND DISTRIBUTION VIA DISTRIBUTION BOX FROM THE SEPTIC TANK. SUBDIVISION LOCATION PLAN RECEIVED DEC 2 6 2"C3 EuILUING AND CODE 12./23/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE REV # ISSUED / REVISIONS BY DRAWING: pF NEW �,p WASTEWATER PLAN -�► NORTHEAST DEVELOPMENT -r1AIII--IA/nnn nT J1Gn TWICWOOD LANE g v QUEENSBURY, NEW YORK �s°. I- . THO AS JARRETT E. #57509 COPYRIGHT © 2003 ONL'COPIES OFTHISDRAWINGWI HA BLUEBEAL SHALL BE CONSIDERED TRUE AND VAUD ALTEFATION OF THIS DOCUMENT EXCEPT BY ICENSED ENGINEER IS UNLAWFUL. C1 JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 DECEMBER 2003 PRO#03-028 SHEET: 1 OF 3 FILE: F/ 03028121603 NEDG TWICWOOD LOT 53 .DWG PLOTTED / REVISED:12/23/03 3:00 PM PERMANENT MARKER OVER COVER WATERTIGHT SEALED CONCRETE PLUG 12" MIN.' BUILDING SEWER I f— INLET�- r NATIVE BACKFILL THOROUGHLY COMPACTED CRUSHED STONE FOUNDATION ATOP FIRM NATIVE MATERIAL 2" FORCE MAI N FINISHED GRADE 12'-0" 4' — 0 " \/! TYP. \ \ \ \ vX / i v/ / /X/�, `��/�/�, /�/����/�/ V� X� �A �A �A \\ �A �A �A �AVA �A �A \ �A �A �A ' (TYP. )` �� v // // // // //? // // / /� /� \ \ \ \ \ v /\/\ / \/\/\ \//�/ 30 MAX. GEO—TEXTILE FOR SEPARATION (TYP.) ,.-./6 TYP.`/ \� / \//A//A//A//A VA VAw\� vv w\ �\V��/ CONCRETE SAND " (TYP.) 'ELJEN IN —DRAIN' LEACHING LATERAL (TYP.) APPROXIMATE EXISTING GRADE SYSTEM SECTION SCALE: N.T.S. WATERTIGHT JOINT (TYP.) WATERTIGHT MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1502 OR EQUIVALENT; GRADE TO DRAIN AWAY FROM COVER �24" FINISHED GRADE PRECAST CONCRETE RISER AS REQUIRED 24" MIN. d a a 3" H l i — OUTLET 15" — 11 EFFLUENT F1LTE o� � 6TYP. a � 12" MIN. SEPTIC TANK DETAIL SCALE: N.T.S. TREATED LUMBER MARKER ABOVE ALL BURIED COVERS; SET 1/2" ABOVE GRADE (MIN.) 4" INLET PIPE REMOVABLE COVER 4" x 2" BUSHING ®o 2 MIN. '1 OUTLETS — 4" KNOCKOUTS EFFLUENT LINE FORT MILLER PRECAST SEPTIC TANK OR EQUIVALENT PROVIDE EXTENDED BASE FOR ANTI —FLOTATION PURPOSES OR EQUIVALENT, IF NECESSARY, SEE NOTES PROVIDE ADJUSTABLE LEVELING DEVICE ON EACH OUTLET 4" GRAVITY DISTRIBUTION LATERAL r—© 0.5% MIN. SLOPE 12" MIN, OF CLEAN SAND r—f OR PEA GRAVEL FOUNDATION FORT MILLER DISTRIBUTION BOX OR EQUIVALENT DISTRIBUTION BOX DETAIL SCALE: N.T.S. 4" OUTLET TEE MIO-E.'. A1801 —4x22 RESIDENTIAL FILTER OR EQUIVALENT' NON —SHRINK GROUT TO PUMP _ STATION 1 18" 18„ j s MIN. 4" PVC PIPE L a 1 NOTE: IF EXISTING OR NEW SEPTIC TANK CONTAINS A PRECAST CONCRETE TEE OUTLET INSTEAD OF A 4" PLASTIC SANITARY TEE SUBSTITUTE ZABEL FILTER MODEL A1807-4x22 FOR MODEL A1801-4x22. n EFFLUENT FILTER DETAIL SCALE: N.T.S. SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER SHALL BE PVC SDR 35, ASTM D3034; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY A METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS), P-3) PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. LEACHING SYSTEM: L-1) INSTALL LEACHING CHAMBER UNITS PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. L-2) IN NO CASE SHALL VEHICLE TRAFFIC BE ALLOWED OVER LEACHING AREA FOLLOWING INSTALLATION OF LATERALS. IN CASES WHERE FILL IS PLACED ATOP NATIVE SOIL SUBJECT TO SMEARING (SILT AND CLAY), NO HEAVY EQUIPMENT ALLOWED ON BASAL AREA, AT ANY TIME. PREP BASAL AREA BY BURNING VEGETATION OFF, OR BY VEGETATION TO WITHIN 2 " OF GROUND SURFACE PRIOR TO PLACEMENT OF FILL. IN CASES WHERE FILL IS REQUIRED ATOP NON —SMEARING SOIL (SAND & GRAVEL), EXISTING VEGETATION SHALL BE CUT AND TOPSOIL REMOVED AND STOCKPILED FOR REUSE ON SYSTEM. L-3) CONTRACTOR TO VERIFY CONSISTENT SOIL CONDITIONS IN AREA OF LEACHING AREA PRIOR TO CONSTRUCTION; ENGINEER AND/OR OWNER TO BE NOTIFIED IMMEDIATELY OF INCONSISTENCIES. L-4) CONTRACTOR TO INSTALL LEACHING SYSTEM TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. TANKS / STRUCTURES: T--1) PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO., INC., OR EQUIVALENT, REFERENCES TO HEAVY DUTY REFER TO FORT MILLER CO. DESIGNS FOR H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES SHOWN ON THE "RECORD DRAWINGS" (SEE GENERAL NOTES). T-3) ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" EXTENDED INTEGRAL BASES, OR BY AN ALTERNATIVE METHOD APPROVED BY ENGINEER. T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON —SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER TIGHTNESS BY METHOD APPROVED BY ENGINEER. T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. E'r-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION, ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM T-IAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OWNER. t" PVC; END CAP (TYP.) OBSERVATION PORT GEO—TEXTILE 4" PVC; DISTRIBUTOR PIPE 4" NON —PERFORATED PIPE 0% SLOPE (TYP.) ABOVE CONCRETE SAND ZL 4" PERFORATED PIPE ;_r �C.,. BELOW CONCRETE SAND : ,. a „ ,: 12/23/03 AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH PERMEABLE GEOTEXTILE WRAPPED ..' "Tt :,•�•i•'~'r'• ' ��:"�::+� i�•i'S':� ti`� :�» �;ra,.:�'tti ;.',,�'�`� '.f'•���.' L�'.�•;k'"� �,!s, AROUND PERFORATED PIPE DATE REV # ISSUED /REVISIONS BY 12" CONCRETE SAND; DRAWING: NYSDOT SPEC: 703-07 ELJEN IN —DRAIN LATERAL DETAILS (PER ELJEN) - D 1 NE NORTHEAST DEVELOPMENT TWICWOOD — LOT #53 f' TWICWOOD LANE ' QUEENSBURY, NEW YORK ®ELJEN "IN -DRAIN" LATERAL DETAIL SCALE: N.T.S. "� � °�° JARRETT -MARTIN ENGINEERS PLLC i H. TH MAS JARRETT PROFESSIONAL ENGINEERING E. #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT© 2003 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLT COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE DECEMBER 2003 PRO#03-028 SHEET: 2 OF 3 AND VALID BYALICE N ED THISENC3 DOCUMENT UNLAWFUL. FILE: F/ 03028121603 NEDG TWICWOOD LOT 53 .DWG PLOTTED / REVISED:12/23/03 3:00 PM BY ALICENSED ENGINEER IS UNLAWFUL. GEOTEXTILE FABRIC SHEET FLOW DRAINAGE BUTT BALES TOGETHER, I.E.: NO GAP LAYOUT FOR SHEET FLOW DRAINAGE LAYOUT FOR SHALLOW CONCENTRATED FLOW GEOTEXTILE FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE OVERLAP FABRIC @ STAKE BEDDING DETAIL NOTES: 2" x 2" HARDWOOD STAKES OR RE -BARS DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED 4" MIN. 8" MIN. (TYP.) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. SEDIMENT CONTROL BARRIER: STRAW BALE DIKE SCALE: N.T.S. G RAC TYPICAL TIE POINTS GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, STABLINKA T140N, OR EQUIVALENT; OVERLAP & TIE JOINTS 6" MINIMUM STEEL OR 2" x 2" HARDWOOD POSTS 24" MAX. (TYP.) �-5' MAXIMUM-� SECURELY FASTEN WIRE FENCE TO POSTS & FABRIC TO FENCE STEEL OR WOOD POST WITH WOVEN WIRE FENCE (14.5 GAUGE MIN.; 6" MESH SPACING) 1 '-8" F 1 1 ' 4„ LOW GEOTEXTILE FABRIC ;4"x6" TRENCH ITH COMPACTED BACKFILL V-8, r-8 STEEL OR WOOD POST WITH WOVEN WIRE FENCE (14.5 GAUGE MIN.; 6" MESH SPACING) FLOW (MIN.) DRAIN ROCK GEOTEXTILE FABRIC NOTE: 1. THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI -PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" (MAX.) RECCOMENDED STORAGE HEIGHT. 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABALIZED. 18" MIN.-j 1721 SEDIMENT CONTROL BARREIER: SILT FENCE A FSCALE: N.T.S. B 4' M I No.o c -1 4' MIN. ( MEDIUM RIP RAP (TYP.) NON -WOVEN GEOTEXTILE FABRIC DIKE CONSTRUCTED USING CRUSHED STONE AND LIGHT RIP RAP; SEE CROSS SECTION BELOW ORIGINAL GRADE END SECTION OVERFLOW OUTLET; WHEN USED AS CHECK DAM ONLY LIGHT RIPRAP OR I IAIrlI AC'C-If 1rr AS 1,0 IviIIl.) CRUSHED STONE CROSS SECTION NOTES: GEOTEXTILE FABRIC OVER DAM FACE AND ANCHOR INTO CHANNEL WALLS/BOTTOM THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINIP•JG GROUND OR MAXIMUM 18" HIGH. SEDIMENT CONTROL BARRIER: EARTH DIKE EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. 0 12,23/03 I AA SUBMITTED FOR PERMIT TO CONSTRUCT RUH DATE I REV # I ISSUED / REVISIONS H. THQMRSWRE E. #57509 COPYRIGHT © 2003 EROSION CONTROL NORTHEAST DEVELOPMENT TWICWOOD -LOT #53 TWICWOOD LANE QUEENSBURY, NEW YORK BY DRAWING: EC 1 JARRET_ T_ - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 SCALE: N.T.S. ONU COPIES OF THIS DRAWING WITH A BLUFSEAL SHALL BE CONSIDERED TRUE AND VALID ALTEATION OF THIS DOCUMENT EXCEPT BY AJCENSED ENGINEER IS UNLAWFUL. DECEMBER 2003 PRO#03-028 FILE: F/ 03028121603 NEDG TWICWOOD LOT 53 .DWG SHEET: 3 OF 3 PLOTTED / REVISED:12123/03 3:00 PM