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2003-806 AU TOWN OF QUEENSBURY 742 Ba Road ueensbu NY 12804-5902 518 761-8201 OO y Q rY, ) Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030806 Date Issued: Wednesday, July 07, 2004 This is to certify that work requested to be done as shown by Permit Number P20030806 has been completed. Tax Map Number: 523400-227-017-0001-009-011-0000 Location: 149 CLEVERDALE Rd Owner: JEAN HOFFMAN Applicant: JEAN HOFFMAN This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Single Family Dwelling aii,p4 </di ,,....._ Director of Building&Code nforc`ement l TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030806 Application Number: A20030806 Tax Map No: 523400-227-017-0001-009-001-0000 Permission is hereby granted to: JEAN HOFFMAN For property located at: 93 CLEVERDALE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JEAN HOFFMAN BOX 488 LAPP Rd Single Fireplace CLIFTON PARK, NY 12065 Total Valueily Dwelling $145, 00. 0 $145,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2003-806 Lot 2, House No. Cleverdale Road Jean M. Hoffman Subdivision 2430 SQ FT SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS $291.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, October 10, 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 f Que b ; F da October 10, 2003 SIGNED BY for the Town of Queensbury. r .Y 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.3 r. 1 P0/0 No inspection will be made until applicant has received a Fee Paid _ lir,U 4.aS_a v valid building permit. All applicants' spaces on this Rec.Fee Paid gerVii 7Ze,&, application must be completed and must appear on the Reviewed B P ." application form. `e) . Applicant: Jean M. Hoffman Owner:Jean M. Hof an Address: PO Box 448 Address:PO Box 44: Clifton Park, NY 12065 Clifton Park, NY 12065 Phone#(518) 371 - 8683 Phone#@ 18 ) 371 - 8683 2qt 6 . Property Location: Lot umber: / House Number 1 / Cl e ve rda l e Road d�� Subdivision Name: �,. Tax Map Number: 22 7.17-1-9. J(y� Af r6. to b New Building: residence commercial Estimated Market Value of Construction: $ 145,000.00 o Addition: real ce commercial If an Addition,what will use of new addition be? CI Alteration: residence/ commercial 0 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 ki Single family dwelling 2430 sq ft 2430 o Two family dwelling O Townhouse o Multifamily dwelling #of units o Of ace o Mercantile o Manufacturing rrt AID"g O 1 car detached garage O 2 car detached garage r o 2, 4 700 O 3 car detached garage 0 1 car attached garage =_ •- 0 2 car attached garage O 3 car attached garage O Storage building- commercial O Storage building- residential 0 Other . What is the proposed height of the structure 25 feet 3 inches Will any second-hand or ungraded lumber be used? If so,for what? Slab exterior - Trees Po r c h Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of rirerrhaces to be installed 1 Number of Woodstoves to be installed 0 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Jean M. Hoffman P.O. Box 448 Clifton Park NY 518-3ii-8683 Plumber Wes Armstrong 541 Main St. Corinth, NY 518-654-2813 Mason Electrician Dick Haldeman 2834 River Rd. Melrose, NY 518-664-5558 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,are 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 uilding and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all ew coon. Signature: 6 , --- 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: 159 C l e ve rda l e Road File Permit No.00D 3-�U Tax Map No. 227 / 17 / 1-9.1 Owners Name: Jean M. Hoffman Fee Paid Address: P.O. Box 448 Clifton Park, NY 12065 2. INSTALLER'S NAME : CHRIS CRANDALL PHONE NO. 793-0431 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 = 3 u Garbage Grinder Installed yes / no XX Spa or Hot Tub Installed yes / no XX 4; PARCEL INFORMATION: (circle applicable information&indicate measurements) To-pQzraohy Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat, sand at what depth at what depth municipal Rolling .•m ? feet o feet well Steep slope clay if %slope of er tir,t { well; water supply from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: 1 t ro (--r 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: J,,P.-5-5 gallon (min. size 1,000 gal.) Tile Field: each trench ;5O ft, Total System Length: 3c ft. Seepage Pit(s): number of _ size of each: - ft. by ft. Size fof Stone to be used: # 3/y't tag,e/ depth or thickness 1'4)c 2. feet Bed System Size: 531 x 71 ` Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) • Number of tanks: ti/A / 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. Signature of esponsible person Date r ' ''I'o wt of (Itit:t".It*Duly *Stnvers :tncl $rwttJ;c I)ispogni (I*ni,l..`r . Aj,)pimtliX (1 1 AII.St)IZVI'l0N IrI Elil) ' SEPARATION Ii:I t11.3I REM I':M'l'S ' • \,,,..........4AK 144 .1- _,.......At 'N• 'mil y). •-\ • Y • 1So�aE GhZAt�E I • , ��;3u'v' llous� G .. 7 (..� ""%\''' .'1\ * j..K'Pl" .....1".1 PON D 0 in ,•� • - j c�►aY i/ i......--^"r.-- --1 ✓ ,�, Sct•t1Gl wkt 4 .1 1N ixwt �,1 • t ,,ttU.t l t . (1.0 •..t)r"I. . .1...,.,..... 1rkoft.Preot t • A • • . w ,.---""-• • / - ••. • ' ',•j":.. 7. SIGNATURE &INFORMATION IMF.•) ` 'k'ONwxsLr.r vl.w"�"'•,•�• , • , • • A 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 e Date `I . �.t` 24 �' � Permit No. �` s�,,,3" 41460 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'Tnformation ("�j' `w (circle appropriate words) Name: - V►\` ► ;� Stove: wood coal pellet gas Fireplace insert Address ' •C . -a—y 44 . Fireplace, factory-built: wood gas -k s•c- I , k, k ( i s ; Fireplace, masonry: o gas Furnace: wood gas oil Phone: 6-1 I 7 ( ' lacr; If non-masonary applicance,please provide Owner: -- \' c,,,-`,, 4� et:„*,,, ., .. Manufacturer Name: Address: t' .0 . l 0 ti 4 c - Model Number: Vic, It , 1: ( ,,,'.4.-r, `; Chimney Information Phone: :`..I` 71 .. S `: .1 (circle appropriate words) Masonry :: ck) brick stone Flue tile) steel size: inches Exact Address: 1.F k 1-t t- AA k 6. 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 Queenshury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner 1 Casrhiez-'a r.Z:Lepa z-tmteat—To grr o1'Qzzc ezz bzwp, New Yoram Fire Marshal Code# $Collected $Refunded Received from (refunded to): . f..'� i �-`''1 a I i l _,.._.: address: .r-"',‘ ---- A 173 3389 (190) Public Safety j ' 7 1 A 233 2655 (230)Minor Sales / t DATE: ',_,.. •1- --4;;.)G ; ' c• tO, yr fii+u- T wn. eG4.4 o2 Cl aw 7 White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: ' a a r �? . —,<... Date Inspection request received: Inspector's Initia . l l NAME: F- �1-K �C'‘ IT#: i_ LOCATION: ( �) VCCA �, C) ATE: ) TYPE OF STRUCTURE: .,f.'''Comments Y / N N/A Chimney Ht./"B"Vent/Direct Vent Location 1// 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 ../l 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 ''A" Gypsum Grade away from foundation 6 in. with 10 ft. f 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 IRelief 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 Detegtors: / Every level: �/ i Every Bey�room: ,/ Outside every bedroo area: By Inter Connected: ,� / Battery backup: ../ 4 Carbon Monoxide Detector / Bathroom Fans,if no window ✓/ Plumbing fixtures ✓/ Foundation insulation ,/ Floor truss,draft stopping finished basement 1,000 sf 4 Emergency egress below grade Basement stairs closed rise>4 inches i Garage Floor Pitched `� IGarage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure I 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 Building No./Address visible from road Final Electrical Site Plan /Variance required / ' Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Residential Final Inspection 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: VA F'F-t-\c\I. PERMIT#: 2—DC3— (0 LOCATION: %yC\ C \E +1. E. RJ DATE: '-( —(S2—()+ TYPE OF STRUCTURE: 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 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 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 Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 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 Building No./Address visible from road inal Electrical Site Plan /Variance required Final Survey Plot Plan dti/) 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/0(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 iJ Queensbury Building & Code nforcement esidential Final Inspection 18)761-8256 Arrive:3 's57rAt e d��tm7pm .,) Date Inspection request received: Inspector's Initial _ 3 - f) NAME: J PilIT#: �, —s k, / (17) LOCATION: r t-`1 ► TE: "7 --a-0 t TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location V Fresh Air Intake N/ 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 J Guard at deck,porches 36 in. or more 1j Exterior Finish Complete i 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 '%" Gypsum Grade away from foundation 6 in. with 10 ft. I i Handrail Termination at Newell Post or Wall i6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade 11. Gas Furnace shut-off within 30 ft. or within line of site li 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 Jj Interior privacy/trim/doors/main entrance 36 in.Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Defectors: Every level: \I i Everydroom: V Outside every bedroo area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures O WHWV--I 7 4 acterk Foundation insulation i I Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade / Basement stairs closed rise>4 inches ✓ 3 Garage Floor Pitched ✓, � �V Garage fireproofing/'/4 hour fire door/door closerIDuct work Sealed properly / 1 � �'�.� '� Gas Logs in Sealed or Glass Enclosure //,// V\° Lye�\� Jt Attic acces- 0 in.x 2 ii x 30 in.(ht.)In accessible area �/ i Crawl Spaces l:x 4"access, 1 sq. ft.-150 sq. ft. vents Building No./Address visible from road 7 Final Electrical .fixii7 Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker ,YJ Flood Plain Certification, if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Resi• - tia nal Inspection Office No.(518)761-8256 Arrive: m/p .6 .a am/pm Date Inspection request received: 6 9\q/0 I 5 pn• Inspector's Initial „, NAME: ^M. � l<MIT#: v�003 -Sot, LOCATION: .� 4111112—...5F—A `,ATE: L.t./j61(0i .(l. p''�'f`'�' TYPE OF STRUCTUR t BUJ 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: t Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window i, \/ 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 Garage fireproofing/3/4 hour fire door/door closer I 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 Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C I 01 Temporary/Permanent J Lk , �� �—� o>ru FRAD • 7Z-04 L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 I Ire. h1c 6.)-7 Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3,/t am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: )'- NAME: PERMIT#: Q a` LOCATION: DATE: [p— g—rJ TYPE OF STRUCTURE: 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 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 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 Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 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 Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan 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) I 1 t, I Okay to issue Permanent C/0(Cert. Of Occupancy) t. ,t F``�. _/ G-C1 L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 s./ '30 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/i Depart: C( am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:-4. NAME: --OFOMA-A) PERMIT NO.: 0 3 "7g LOCATION: CG&(�'�y' -tbk 1�c), INSPECT ON: Cod 14/01/ RECHECK: Comments and/or diagram Soil Type: Sand/ oa ► /Cla Type of Water: unicipal/Well Water . It .1 Waterline separation distance ft. Well separation distance -�- ft. Other wells: ft. Absorption Field: Total length >i ft. Length of each trench s ft. Depth of trenches ft. Size of Stone At. — Seepage Pits: Number Size: x Stone Size: Piping Size Type rows P Tank to Distribution Box Distribution Box to Field/Pit op" it ZO Opening Sealed: Y/N/Partial Location/Separations _ - Foundation to tank ft. Foundation to absorption aI 4-0-ft. Separation of Pits ft. Conforms as per Plot Plan Y—N Location of System on Property: ��� `OLA Front Rear Left Side Right Side 'Middle Front iddle Rear System Use Stat : 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 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. 0 Main Office 176 Doe Run Road-Manheim,PA 17545 Li MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL f, 'ermit No. � Cert. � 76021 Cut-in Card No. .� )wner ,/ y7, ,ocation...,(...L! et even 4Dil-t-e5 A (, nstallation Consisting of "., OW /�)r� nstalled By / e Mg- Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the itroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki spections at any time, and if its .ales are violated,the Company shall have the right t voke rtific )ate 7" O -0 Ll INSPECTOR Member N.F.P.A.,I.A.E.I. V/7 Septic Inspection Report Office No. (518) 761-8256 Date Inspection req rec ived: • e Queensbury Building&Code Enforcement Arrive: pm De m 742 Bay d., Queensbury,NY 12804 Inspector's Initia • NAM '- r/L�'� RMIT NO.: cfa = LOCA N: �V - INSPECT ON: '; �1 RECHECK: Comments and/or iagram Soil Type: Sand/Loam/Clay Type of Water: Municipal I Wel ater Waterline separation distance '.r ft. Well separation distance ft. Other wells: ft. Absorption Field: Total lent h ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: • Piping Size Type Building to tank !r x\40 Tank to mi x c>J tt9 14 +' .!k Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank tLj ft. Foundation to absorption ft. Separation of Pits ft. ,�---�� � LY. 6� \1 Conforms as per Plot Plan —Y N , 1� 1, r ` Location of System on Property: �tAVI ‘ o Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Stati ' �. Approved V— / �`` \\ Partial Approved and needs to be re-ins`pectea,pIea e a 1 e Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FURMS\Septic Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection r-•ues received: Queensbury Building&Code Enforcement Arrive: ,mlp part:14a pm 742 Bay Road,Queensbury,NY 12804 Inspector's Init..l . NAME: �`i`. \ I 'l! \ PERMIT#: ) ( l ) LOCATION: f)�; \ INSPECT ON: h - ( 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 H or Air Supply Test Drain and Vents �e: '�} , .. 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping • Copper Commercial Copper, CPVC, Pex One&Two Family Insulation/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 COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Foundation Inspection Report )...., -7 Pill Office No. (518)761-8256 Date Inspection requestireceiv'ed: Queensbury Building&Code Enforcement Arrive: am/pm Depart: �/� p377 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: • e-= NAME: `\,` \e-\--7.11 ' J)NPERMIT#: c ,cc, LOCATION: c3 `'1\f\- -' - t( c; �tx'Y-•-_c.- INSPECT ON: 14 -- 7--C,'' I TYPE OF STRUCTURE: -> kn Comments N. Y N NIA st' g {.;fir "VT 1 Pier v/ 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: 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\13uilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report f i / 1 Office No. (518)761-8256 Date Inspection req rec.' : INO Queensbury Building&Code Enforcement Arrive: a► p •-,.rt: I 1 a .m 742 Bay Road, Queensbury,NY 12804 Inspector's Initi• s• _ �/ • i NAME: PERMIT#: r I INSPECT ON: / 1 LOCATION: ' � ( `-r �4 ` 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 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping • Copper Commercial Copper, CPVC,Pex One &Two Family ,'Insulation/Residential Check/Commercial Check Proper Vent, Attic Vent Get +d Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 c}tk.kr Y Framing / Firestopping Inspection Reportt\OIr ti'4Q- a2 /49))) Office No. (518) 761-8256 Date Inspection reque eceiveci: ��\ QIN\ Queensbury Building&Code Enforcement Arrive: a D fMgr 742 Bay Road, Queensbury,NY 12804 Inspector's Initia -e TywzO\: y NAME: PERMIT#: a. 003 - (P LOCATION: L INSPECT ON: 3_ / t TYPE OF STRUCTU E: �- Y N NSA COM1V NT aming <<� Jack Studs/Headers Bracing/Bridging Joist hangers ti Jack Posts/Main Beams -—• Exterior sheeting nailed properly C-73 ,`A\S\ 12"O.C. Headroom 6 ft. 8 in. q Stairwells 36 in. or more �DTE V) \- �t`1 Headroom 6 ft. 8 in. — • Notches/Holes/Bearing Walls 63 Metal Strapping for Notches Top Plate M _. NAE- 1 V2(w) 16 gauge (8) 16D nails each side n Draft stopping 1,000 sq. ft. floor trusses {��. RU� Anchor Bolts 6 ft. or less on center Q \ c V t n - E_ Ice and snow shield 24 inches from wall Q N \ c RusPI Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 411111111110411118 Town of Queensbury Fire Marshal 742 Bay Road V:oc2A44 3 /c Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit# U J Schedule Inspection 3 '- 64,, ytime Rough In Final J( Name -1,(;;-t-►^nCt+Ni Address S ` '4tj F teLOS Inspector +" S i Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides — ) I Below frost line I Cleanout opening-noncombustible cover ✓� �� FIREBOX n v^_ Walls must be solid-no hollow masonry allowed C v- 8"minimum thickness-back/side walls SQ;L i t 0 Joints between firebricks-th"max im iV iJ Refractory mortar used on firebrick 1 Minimum depth 20" Fresh air intake Jl [i f i ( Clearances to combustibles: 4"rear,2"sides/front ?L1 I C 2 LINTEL/'THROAT Non-combustible material Minimum 4"bearing length each endX Damper installed,minimum 8"above f/p opening _ SMOKE CHAMBER Walls must be solid-no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"-solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,1"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"-hearth only Minimum thickness 2"-hearth extension Hearth Extension-16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot project more than 1/8"for each inch distance from F/P opening ' ` Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque r ceived: Queensbury Building&Code Enforcement Arrive: \DID Sam/ m Dep a -1(grn 742 Bay Road, Queensbury,NY 12804 Inspector's Initial : NAME: F PERMIT#: — LOCATION: i Et;E.RQAL R (l INSPECT ON: TYPE OF STRUCTURE: 3 F E‘V 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 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family 7� Insulation/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 COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 ci Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit# v J ,=( Schedule Inspection 31 � ) v am pm anytime Rough In v Final Name - r Address = N"^t 4--R t.Lt)3 Inspector -� Yes No N/A Comments FOOTING -�• �. �' Concrete or solid masonry G' 1i Minimum 12"thickness Extends minimum 6"beyond f/p on all sides (-‘ r.. Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed v� 8"minimum thickness—back/side walls Joints between firebricks—'/.,"max Refractory mortar used on firebrick -t-"Am C j ` ^ 0 _t S Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end 7 ( T c Yn r Damper installed,minimum 8"above f/p opening T ` SMOKE CHAMBER Ck Walls must be solid—no hollow masonry allowed �^ j �� �` r v� a,� 7 Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar ---.,/ p c c w1 f v'1 c,� •i 1 t CHIMNEY Minimum wall thickness 4"—solid masonry c-‘c S = 42 Must be lined with appropriate liner type Clay flue liner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,1"for exterior s '57 t t �� 1— - ^CL Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTII EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot project more than 1/8"for each inch distance from F/P opening Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request r 'ved: /3 '" Queensbury Building&Code Enforcement Arrive:4.;.'iJ P a e a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME: /y PERMIT#: a003 - f (p LOCATION: y`�'teut-44c4 Ie. k� INSPECT ON: 2//,1/5 TYPE OF STRUCTURE: 2 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 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping • Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check f ;VC`,PtV 7. Pci7 =1P-W- Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3-> am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: � 4.- A PERMIT#: #1.3 LOCATION: _ /Y4 C �y..G>. t? INSPECT ON: " 2 C 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 Head or Air Supply Test f / Drain and Vents ,// /v'Pe 5 PSI or 10 ft. above highest Connection for 15 minutes �' ' '�' its ��� Water Supply Piping 44, s�•y L Copper Commercial — if/a/114145 Copper, CPVC,Pex One &Two Family 6-A ' ,/ 1' Insulation/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 COMMENTS: • L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Ck,.8A.,4;(1 ,3,M\f\ Rou h Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ani/ D�epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: eY� NAME: �° `1. � F PERMIT#: 3 :;) LOCATION: INSPECT ON: -// /'`! // / 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 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest 4(JA-1 Connection for 15 minutes Water Supply Piping Copper Commercial L-61 L/A)& Edri.? 4r6SCopper,CPVC,Pex One &Two Family l sulation/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 • COMMENTS: L:1SueHemingway`,Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 7---- \ 1 -L4—)T. V .-.C\---\, 11,Th__. 're:03W 11,-*7 Framing /Firestopping Inspection Report > in 0. Office No. (518) 761-8256 Date Inspection reques ecei c: Queensbury Building&Code Enforcement Arrive: a e rt: a m 742 Bay Road, Queensbury,NY 12804 Inspector's Initi " NAME: i i Fic—'-.',\ti iU ) 3-- - 1- PERMIT#: c� f5 7 LOCATION: J `-i ( I-Pv A)._- ve---6 • INSPECT ON: TYPE OF STRUCTURE: Y N N/A .COATTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers 1 IF; S.kN ' ' -- 'c Jack Posts/Main Beams j����� Exterior sheeting nailed properly 7= k 12"O.C. D ( \ \--\N Headroom 6 ft. 8 in. T Stairwells 36 in. or more Headroom 6 ft. 8 in. ..).-\3(42i Notches/Holes/Bearing Walls cc) c W (,-7 ' 0>\<.' 1 Metal Strapping for Notches Top Plated 1 %z(w) 16 gauge (8) 16D nails each side / Draft stopping 1,000 sq. ft. floor trusses Lam/ N- T7-1- `D 0_ Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour 0.A‘.. 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 . Framing /Firestopping Inspection Report , Office No. (518) 761-8256 Date Inspection request received: • Queensbury Building&Code Enforcement Arrive: am/p part: ' am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: . NAME: PERMIT#: 0-3 -Y1,_ LOCATION: �. C- P,�1 c?v-c}rA Q ( — INSPECT ON: J--pZ , TYPE OF STRUCTURE: V Li N/A COMMENTS F Jack Studs/Headers Bracing/Bridging Vio' t hangers ack 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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report -)VV Office No. (518) 761-8256 Date Inspection request received: Vfn Queensbury Building& Code Enforcement Arrive: 2if am/y,n2. Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMTT#: 0 3 CCO 3 LOCATION: C C-Q)4r\)-CRIAtik-tn_ c INSPECT ON: TYPE OF STRUCTURE: � 7 Y N N/A COMMENTS F ming Jack Studs/Headers Braci,• t .dging k oi"s i� arnger s / / 4ok . rt oKry A4i L.f •ain Beams r✓ l / Exterior sheeting nailed properly k i'tal� pa/ 0f (,k nje rl 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 V2 (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 %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 ' Town of Queensbury Fire Marshal � * 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fireplace Inspection Report Permit# `1 Schedule Inspection i a Wit am pm anytime Rough In Final Name j4(3r 1-i'Y)t)t'J Address `4 3 Chu n Aa' 14 2-0 Inspector VYN-5 P Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides J C Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—back/side walls Joints between firebricks—%"max / Refractory mortar used on firebrick Minimum depth 20" /J�, Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material Minimum 4"bearing length each end `7 . C,01* \ oI IF- Damper installed,minimum 8"above f/p opening SMOKE CHAMBER Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type C. Clay flue liner laid with refractory mortar `< C1 I��' Rue liner smooth surface inside,no mortar `� �l Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for interior chimneys,1"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL t TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot _project more than 1/8"for each inch distance from F/P opening Framing / Firestopping Inspection Report fi Office No. (518)761-8256 Date Inspection request received!- . c, Queensbury Building&Code Enforcement Arrive: 3 t am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: a NAME: j- PERMIT#: i_!71 Vv}� ' I r LOCATION. r 0 h t `U , INSPECT ON: ,/_ TYPE OF STRUCTURE: Y - yN/A COMMENTS Framing Jack Studs/Headers -- / Bracing/Bridging 7 poj e, Jai's/ Joist hangers Jack Posts/Main Beams — So �� �/�� Exterior sheeting nailed properlyp/ 12"O.C. /,� j4c� fJ 4,47 ✓��Headroom 6 ft. 8 in. `"'5 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 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 'Y2 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 request received:7 Queensbury Building& Code Enforcement Arrive: am/ Depart: Sam/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME: !" 1=�.�ti% PERMIT#: 0 3 LOCATION: ;it= 0/{.4c INSPECT ON: a >?) TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs I Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 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 Dra stopping 1,000 sq. ft. floor trusses chor 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 V2 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 request received: Queensbury Building&Code Enforcement Arrive: am/(l p am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials; NAME: ___ 0 PERMIT#: LOCATION: PELT ON: — V3 TYPE OF STRUCTURE: C 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 %s (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Ancho olts 6 ft. or less on center and snow shield 24 inches from wall V Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour /oe_r_4( Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 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 Foundation Inspection Report P P Office No. (518)761-8256 Date Inspection request received: 7-1Di/ Queensbury Building&Code Enforcement Arrive: am/pm` Depart: j l pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: c3 1 D3- gO (P NAME: ��� � ` � '�� '' PERMIT#: �, 9 J)LOCATION: ` ^,;. INSPECT ON:�r : . __ \ I 0 .� TYPE OF STRUCTURE: �( Comments Y _ N/A otings '1 / Piers Mo olithic 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/Walipour Reinforcement in Place Foundation Dampproofing 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 Q ' e) 1,______ ___) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re. --st ceiv a Queensbury Building&Code Enforcement Arrive: - pm Depart: ��,;-0 m/ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi. . NAME: , I rP. ArN \ ' ' IT#: 03-- g V Co LOCATION: I•Qq C l SPELT ON: L7 `j 1—e-)_� TYPE OF STRUCTRE J Comments Y N N/A Footings iers / Monolithic Slab Rein cement in Place V — ., he contractor is responsible for t i 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 i . 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/p n� Depart: 1/O am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:` ' (1)6;;7 NAME: PERMIT#: 03_� LOCATION: 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 Foundation Dampproofing 61_ • Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inc s above footing it poly for wet areas under slab ckfill 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 /V)01 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re est e iv : Queensbury Building&Code Enforcement Arrive: m/p Depart: _ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi • NAME: ' 1 P IT#: 6 3 - LOCATION: / 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 llowing the placement of the Crete. 'als for this purpose on site. undation/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 Foundation Inspection Report Office No. (518)761-8256 Date Inspection req -st rec. •. l d ° Queensbury Building&Code Enforcement Arrive: a pm A Depart: m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial•: NAME: 1/o ff nioP/ Lie°A/ PE' IT#: �O 3` 20 6 LOCATION: 93 l Love e. /Qd INSPECT ON: .th a_ IC//5/o.i TYPE OF STRUCTURE: v Y" Comments Y N N/A XFootings Piers Monolithic Slab �� Reinforcement in Place �� J The contractor is responsible for b \ 012 providing protection from freezing for 48 hours following the placement Z of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing 0lam f Foundation/Waterproofing �1 ` r D o-C Z Type of Dampproofing/Waterproofing , W Footing Drain Daylight or Sump Vb J� i� Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval i -k6V C) Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior be_ c 2 1 O � %j R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 4 UL I-tlti-000.5 15;1.5 I'IHLI 1N I LK bU 1 LUtkS L 11J MI DIU ere OG 04+ - r.YJG 4. Ak— A yO- r ACO HANDRAIL AS PER M.Y.$ CODE • REFERENCE . W.INDER STAIR BUNK HOUSE SHEET 159 CLEVERDALE RD. QUEEHS8URY, NY TIM McLAUGHLIN DATE: 10/8/03 PROJECT II: TJY252 REVISION No. INC. NO. MEN k DRAFTING:=VICES -DOAN Err; 'UM TJ14252 2 CUFTON PARK. NY (518)3E3-7948 SCALE: 1/2" _ TOTAL P.02 . , o --qc 0 rmit Number D O, REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Co e RES checkSoftware Version 3.5 Release 1 Data filename: C:\Program Files\Check\REScheck\tjm252-HOFFMAN-Bunkhouse.cck TITLE:HOFFMAN-LAKE GEORGE COUNTY: Saratoga STATE:New York HDD: 7244 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric ' F DATE: 04/12/03 DATE OF PLANS: 04-08-2003 0� ='j ) ' zv. PROJECT INFORMATION: ; r •' BUNKHOUSE 159 Cleverdale Road Queensbury,NY COMPLIANCE: Passes Maximum UA=421 Your Home UA=385 8.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 2303 38.0 0.0 62 Wall 1: Wood Frame, 16"o.c. 1854 19.0 0.0 111 Windows: Wood Frame:Double Pane with Low-E 300 0.350 105 Door: Front Entrance: Solid 23 0.200 5 Door:Rear Entrance: Solid 23 0.200 5 Basement Wall 1: Solid Concrete or Masonry 1538 11.0 0.0 97 Wall height: 7.8' Depth below grade: 7.0' Insulation depth: 7.8' 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 Co Lion Cod- requirements. When a Registered Design Professional has stamped and signed this page,they are tte's.' _ -.. .'A ` to ilif//her knowledge,belief,and professional judgment,such plans or j specifications are in co liajn}�e 1 Aky . ` d-•04 ?� _ jj /ry /�(�) Builder/Designer _ . _ Date it / p i %-)t1 /Y,. flg 11 OF 10 '' . _ �_ �~� -___' ' . , . / � � � ` ` � ``` ` � / .- /1 .`^ <` / | // ^/� � , / / ! /� ��� .�/\' ' | ' , / |� | .1 Table 1: Minimum Insulation Thickness for Circufating 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. "to 2.0" Over 2" 170-180 0.5 1.0 l.S 2.0 140-160 0.5 0.5 1.d 1.5 100-130 0.5 0.5 d.3 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) 1 Q)o-3- o rmit Number D ( 17 REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Co e REScheckSoftware Version 3.5 Release 1 Data filename: C:\Program Files\Check\REScheck\tjm252-HOFFMAN-Bunkhouse.cck TITLE: HOFFMAN-LAKE GEORGE COUNTY: Saratoga STATE:New York HDD: 7244 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric , '. DATE: 04/12/03 DATE OF PLANS: 04-08-2003 1-s (0 U; PROJECT INFORMATION: BUNKHOUSE 159 Cleverdale Road Queensbury,NY COMPLIANCE: Passes Maximum UA=421 Your Home UA=385 8.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 2303 38.0 0.0 62 Wall 1: Wood Frame, 16"o.c. 1854 19.0 0.0 111 Windows: Wood Frame:Double Pane with Low-E 300 0.350 105 Door: Front Entrance: Solid 23 0.200 5 Door:Rear Entrance: Solid 23 0.200 5 Basement Wall 1: Solid Concrete or Masonry 1538 11.0 0.0 97 Wall height: 7.8' Depth below grade: 7.0' Insulation depth: 7.8' 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 Co t• on •. Cod• requirements. When a Registered Design Professional has stamped and •signed this page,they are lttt • .',\''•y` !at''�',:/her knowledge,belief,and professional judgment, such plans or specifications are in comttlian,1 �1 t',*i o4 � Builder/Designer . ,A bc -, ____.— 111'( Date //? ;�C g / / I 6 .4t. 0sov?, • 7 f REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 04/12/03 TITLE:HOFFMAN-LAKE GEORGE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 7.8'ht/7.0'bg/7.8' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Windows: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Doors: [ ] 1. Door: Front Entrance: Solid, U-factor: 0.200 Comments: [ ] 2. Door:Rear Entrance: Solid, U-factor: 0.200 Comments: 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 and glazing U-factors 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. t [ ] 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. [ ] 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. "101,1 I g 0 4 8 18 32 48 METERS O 20 40 80 1B0 FEFr / j 4 e b r� o J.r; .� s«r _ Plan Scale of�a*w r F�_ 40 Ft. � bbsn.oA os,d s717?f.. 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C, NeJatl Y c k"v P 8 7. 17 J01,ck f Pume d 9. 7,2094 l a ftw X.Y. 3IlaL -fie ,E3 p own of F 2 " .Nat .d try d�. �tawcc ✓t�Rua�ss• 8a t4"64d .Viol a� a .�e of JuneCIr , 2 � • B Iyww.•'1 («&+•d 5 so[�7 ) .yWe YtJialfl < : ! &W Route 40 �- R Q. S*41 ,Y owcl ,ya6d :Fw�oat t. J.a�.w. " Y v ao+s AM�wc+e 2 M 7 0 8(ft) W/ a. x'w Y&& 8aG�odlo. a. a CAD Fik . PYoN2�t�ffnon ,F* 4 _ l Jun D3 Contours r4fl�EAR90' - ReKisiar�s �,r , t�/t a 0 4 8 f6 .32 48 A&7ERS O 20 40 80 160 fELFT .flan Scale 1" 40 Ft. or 1:480 / .a )1a5 4 E arYs ,y f ao- --`\ o,os 12 P cowl40 .,o er saorr sills 6 3 a� taco•Awuw..t 2, Grovel Drive Shoulder ' is Ex. Grade 14 1 tas q ---.__ t x f ? 2 Q1�1 r �° �? '� . r swole 0 111xJ t HOUM f / _ Proposed Gra vet Drive r, rypical Cross Section i f h Not To Scole lux 1 E \ °, Criteria: + �r ? .Qck Ss 110 _ / Ct 11Jx4 114 x 7 � 1gg �j i�tl '�6y7f ( 1 Ei F/bw�+OtrOorn$• Measured PsM. Bats: 11-15 A*?/! n OftIn Pero. Rate.• 21-30 A4ii4o 0.6 matron Rate: Regalr f Arse 5500 _ t _ t � \ �•• '_r-- \+ °� \ �; � $ Trenchltti: • 2 F4 Trench 40VM• 50 Ft. f W 1 tw*er of Tiwwhe�s• 6 .�gritrc To 7k \ ` } f i4fb9 /�l'bVU+O"MOC 6 �'9• Ft. FIN la1"WWkWW t Average Dtl: 1.5 Ft. 14, max. PAW 1r NFWP Aim � I � 4 f / Top 8 44 x 62 ` I t f i / 40 roxin9ate VO/unfe: 200 C.Y. ---A- 1 i Fill volume nwAm no o#owanm for Ca+►ttrvctor shot/ Vroerrfy o!1 drown s. > ?uontities> and AW conditions • r to constmotevn and •n 117m 1 j �; Po r+aport ay dra+cnspancles: of ,� / \ i x k, . I _fir02 \\44 t � e Items / P / �--Lill' of 7�\ l i` // •.\ ,' // / fed Daft POO 000C.-O p f 1!Y / • F { ! OTJ/ 1 d/?7/ot3 A_t1►- Tyr„ /1r A, AM/Mr offd / t r z \ � A24fAW air of p_W .ns o*qw#%#Ono MW*VWft A�ww /rr a alb isms Ej�© o J� 1 / 6 M awi��/ ow s fat i Q P' 1 I .1r •r•W mo f W 1�' D0`1�i°' • Perooitot/or► Tas# floto a cre► b L4*0 ar" Ar dw otl�r 1 �i /I/ Loco an f / Hole Date fth Rate and r M w✓ !� � ! / / /` d 3AWAO / / rl Pf 1 B/?7/Gt3 f®" t0 A7/In ` f � PT 2 e/27/W 24" 12 Alln/In IsaO' / 112 x 7 Gra ding T Plan K I • • f w � 112x6 �-� I glen A f. ffoffm A UU V1810B . ds of ! I G vim«. 4 44sm 4e R.A2 M. ..+ to ff:r" t JSAW09teft �Repyted .tlo.�ad �4.4�Co..d Town Queers n CO., N. Y: � ssrAwl, sw eol ydl ,N.t A. 11 d uaU 5.. �. . A LANDS RTN ETT SURVEYING �ri�`P ww y y et d p*,ems a yook". � 3ft route 40 - P.O. Box 91 - Melrose, New York 17.121, 1' 0 8(+s,j Jrir► .��Ir�► es�i�rt Phor�i, 13 Cgoyright®2WJ ChdAW E. lft toot mW AlMrwm! ?. • Fill - S # off oasq,n CtilSeM Scat Ttets �p r /.,,. tau- , . ,-,;, �� .®1 ///1"'Q✓�`L �1C� 10' 4' 8' 1» Control Wiring and E/ectricol Service to Control Panel in 3" House, Use 1 1/2" Conduit Septic System Notes- • Pit Concrete bVStributron 1. There ore no existin water su / Stainless Steel Float 8oX G✓rmm 7 0utlet or &&W 9 ppy or sewage treatment 24" Access Covers 24" Access Covers Support focilities within 200 feet of these proposed facilities except `� pp Bracket Seal All Joints With as shown. seal ✓pints with Non-shrink Grout Aron-shrink Grout 2. No roof, floor, footing, cooling water, or bockwash drains Qi 1.) shall be connected to the sewage treatment system. (-D flow Baffle J. Direct storm water runoff and al/ surface discharges owoy D CA (• from the wastewater treatment system. h 4. No vehicular parking or traffic shell be allowed on any portion 1000 Gallon Precast Concrete Lift Out Adopter n"�Outlets of the wastewater treatment system except as shown. • - Seamless Septic Tonk, Grimm 5. Design, construction, moteriol stondords, and ins Or Equal { P/on K®w I ��� 9 inspection requirements shall comply with current applicable New York 4. State Deportment of Health, and New York State Dopartment 3" �" finished Crude of Environmental Conservation regulations. Plan View Plan View s.-rz. A. apt,�is at 6. Use the moteriols and specNootion noted on these plans Removable cower �,,,e E7erotion unless o/ternotives are accepted in writing by a licensed Location Stake Finished Geode � Baf:0:0j r� S�ttomi� design professional. Location Stake Finished Grade O tier ' Fill System Notes: .� 4' solid PVC • . Pipe O IX min. I. Site Preparation 2" sOR 2s PVC ° • . ° • •'L • o. Vehicular traffic over the fill area is prohibited prior 12 x. • . $. . . . . 6" Min. • �or oar vel to fill placement. Cut trees outlet- Pia pl greater than 4 inches in nd Inlet � In/et: " l 4" 4" PW At 4„ CIP or 4" Out/et: 2" Sch. 40 PVC diameter as flush with Section View ground as possible. Dv not remove Sch417oF'Lri^ 3" Liquid Level 1 X Mn Sch. 40 PVC stumps. Trees less than 4 inches in diameter must be At 2 X n• At 1 X Min. ��� w ' Ho stumps. removed or cut flush to the ground. Baffle Seal Joints With Distribution Box Detail b. The ground surface may be plowed with a chisel plow or check Va/ve Non-shrink Grout ftt to Sea/e mould board plow with the furrow turned up-slope, or left Baffles undisturbed. " Se01 A07ts With `3 8 Non-s)Wnk Grout H' h Pump On Mercury F/oat Switches 2. Fill Placement Pump Off o. fV material will be o homogeneous mixture with no stones 3" 1250 Gol'on Precast Concrete larger than 4 inches and with on rn ploce percolation rate Seorn/esA Septic Tank, Grimm • 3" between 6 and 30 minutes per inch. Or Equd •_ b. P/ace fill on the up-slope edge of the fill ores. AIinil'mre • traffic on the down-slope edge. c. Move fill into place with a small track bulldozer: Kee X Clean Sand Cost-in-Ploce Conc. Submersible Sewage Effluent Pump o minimum of 6 inches of moterio/ bento .Sect/On View Or Pev (dove/ ,3" Clean Sand Goulds WE05H 112 HP, minimize Coin beneath the traC s Compact h Slope to Pump Single Phase, 115 Volt fill moterro/ in o6 tr to 12 the lifts t �o produce the ru/rt�d Or Pea Grove/ g final percolation rote. Septic Tank Detail Not to Scale Section View Septic Tank - Pump Station Detdl Not to Scale Note: Provide Audible and Visible Alarm at Control Pone/ Plug conduit at control panel to prevent odor. M&E OF AM I ERL&S AND PIPING ORWIFS ITEM MATERIAL SLOPE Building Sewer to Septic Tank 4" Sch. 40 PVC 1/4" per ft. min. Septic Tank to Pump Chamber 4" Plastic 1/8" per ft. min. PumpChamber t Distribution " _ Mound for settlement2 Sch. 40' Pt�' o st /button Box Distribution Box to Disposal System 4" Plastic 1/8" per ft. min. 12, r"a'r BacAW11� Grade `-Bockfil/-/ s" ?' Leach Field 4" Perf Plastic 1/16" per ft. max Plastic Pipe sha// meet ASTM standards for use in Septic S terns. Untreated Building Paper � "'�' Untreated Building Paper � °pO OpO°Oq °O° °Op°O70.0 2' min moo �<P 2' Min. ;� 10' 6' O.C. 10, p flow f' min. Existing a Oct �- ° Swale " 6 Topsoil over 0 0 0 0 0 0 0 c Geode o s" 3"f Min. Gravel/ °0 0 0 0 0 °°o°o o a o° °000� e o0 o into Ex. Geode y Loam Fi// Perforated Stone Envelope" Perforoted PVC Pipe PVC Pipe clop - 1 112 j Stone En velope" Prop. �oO`e Ex Grade f Max. Slope, clean crushed _ :o 24" Trench fi stone or washed clean crushed A// Sides grovel stone or washed 1 Longitudinal Section „� grove/ Bedrock or Trenches Ex. Grode• 15 Groundwater, Mox. impervious material Absorption Trench Detail Goss—Section Typica/ shallow Tivnch System Not to Scale C' yss—Section Shallow Absorption Trench Not to Scale N4F£.• Not to Scale Note: See Design Criteria for actual number of /otera/s required. Do not instal/ trenches in wet soil. Roke sides and bottom of trench prior to placing grovel. End of all distributor pipes must be copped oftsfewa ter Trea en t System PoWls, Jean At Hoffman 4SV bd visjon ft. n. s v"&* 4 YeA&M 7209 � t� New York Y..W&&s.. 2 f a. x.x Ylri. a ...or... AND Not to il. 1l1hIE SURYLY Ei Ond PLANNING w�..d ROu10 40 — P.O. SW 91 - MobVft ANr York 12121 3 sd4.r X.t �► a 21u(td 96... R'�%'' 1 3 SRy..d ewac Y..f.1 >'......�t 16 y rr... 1ta8(wJ 0 lk4 { 74. U 7 Job Site Address: 159 Cleverdale Road, Cleverdale NY Date: 9-23-03 Jean M. Hoffman G , J go Owner: Application No. File No. WINDOW SCHEDULE v.z..' : . , .; .,g.. p gVSpeci c tl?Ps <k ..i. ., .. ,.P Y Window Window Mfg. Window Unit or R ugh : ,, o gh SQ FT'. SQ,FT. SQ FT, Clear Clear Special Hardware or Number or Name Model Stock Op'eltg Opentng Glass/Visib Vent Egress/Clear Opening Opening Height Instructions Letter on Or Type Number Width ' , 'll[e le g width In In)aches Plan Call Size '� Li pp ; jn hes A Anderson DBL Hung244DH28502 5'4" 5' 0" 18.18 10.60 5.30 28.56 26.70 B Anderson DBL Hun,g244DH2850 2'8" 5'8" 9.09 5.30 5.30 28.56 26.70 C Anderson DBL Hung244DH2030 2' 0" 3'0" 3.32 2.10 2.10 20.56 14.70 D Anderson Transom 244FX2816-2 5'4" 1'6" 4.08 N/A N/A N/A N/A A. -THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES „ a .t 3 21/3 Ci n'z 15.3Q'. Y of ¢ 34 24 16/35", Tempered 1 A _ rin er ;g n v ,< `'; 6` a i ' Yar r - - , , �s 1) . t "*,-7�`^ '..� PAg�< j :^� 4 9F g, 3 .' .5 ..1 , S is 11 r16" giro Glazing L:\SueHemingway\Building,Permit.FORMS\Window Schedule.doc . • Job Site Address: 159 Cleverdale Road Cleverdale, NY Date: 9323-03 Owner: Jean M. Hoffman Application No. File No. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual ( Sq.Ft Remarks Room Room 8%of Room Light 4 of Room Vent Opening for in Area Square { Area Square \ Egress Square \ Footage Footage Feet ' \\ ' TR-Bed 239 19.12 27.07 9.56 15.9 5.3 � LP-Bed 208 16.64 27.07 8. 32 15.9 5.3 ml ' A. In 223 17.84 27.07 \ } 8.92 � 15.9 5.3 . � , . LG-Bed 223 17.84 27.07 ' 8.92 15.9 5.3 Gath Rm 961 76.88 79.02 38.44 68.5 18.35 , f w � . . eASu memi,gwayBaa g.P_ ORMS\Nru&ev : a.Sh kc