Loading...
2003-231 .4tipse.. . TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20030231 Date Issued: Thursday, October 21, 2004 This is to certify that work requested to be done as shown by Permit Number P20030231 has been completed. Tax Map Number. 523400-226-015-0001-010-000-0000 Location: 134 LAKE Pky Owner. DANIEL & CAROL MORGOLIS Applicant: DANIEL & CAROL MORGOLIS This structure may be occupied as a: By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Cj9 ' Director of Building&Code Enforcement 1 0.4 TOWN OF QUEENSBURY 4 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FiF0 ' Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT • Permit Number: P20030231 Application Number: A20030231 Tax Map No: 523400-226-015-0001-010-000-0000 Permission is hereby granted to: DANIEL & CAROL MORGOLTS For property located at: 134 LAKE Pky 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: DANIEL & CAROL MORGOLIS Single Family Dwelling $400,000.00 48 FIELDVIEW LrI OYSTER BAY,NY 11771-0000 Total Value $400,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency MCCALT, CONSTRIJCTTON MINERVA_NY Plans&Specifications BP 2003-231 Single-family dwelling, 2-car attached garage as per plot plan and specifications. $370.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,May 09,2004 (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 T Quee ury• r. ay,May 09,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application • Town of Queensbury Department of Community Deyelopment, 742 Bay Rd., Queensbury,NY 12804 (518)761-8256 A permit must be obtained before beginning construction. Permit No.: c2e0 3 3 No inspection will be made until applicant has received a Fee Paid: valid building permit. Form must be completed. Rec.Fee Paid: Reviewed By: Applicant: 'b u l� ®1 C 5 L L Owner: 1 @/ 14_t�,LO/ 471, ': a r A.) � n3 Fiopy ::: /1-Aek—gI :: er ' ��'"� e8j 7�t :362/9 ( -i4e) 922- 76'69 Tax Map Number: 226 •kg--- ) Subdivision Name: (if applicable) J Lot Number: /House Number: /34-/Street Name OR /�_� ,�/� ^ n Property Location: 13� s„C (ejOez Uk.oz y i �¢IC•[ C9Eoi e, ' !- New Building: Residential/Commercial Estimated Market Value of Construction: cfOO 4°0 a Addition: Residential/Commercial If an Addition,what will use of addition be? a Alteration: Residential/Commercial ❑ No change to Exterior size: Residential/Commercial ❑ Other work: (describe ) O Check Below Occupancy Info 1'i floor sq.ft. 2"floor sq.ft. Other floor sq.ft. Total Sq.Ft. HA, a Single Family Dwelling 76. y 87 Two Family Dwelling • Townhouse Multifamily Dwelling Pj #of unitsU Office Mercantile . ifl Manufacturing 1 car detached garage 2 car detached garage 3 car detached garage G 1 car attached garage I' 2 car attached garage ygo•332 •33Z 3 car attached garage Storage Bldg.,Comm. i • Storage Bldg.,Res. t7 Other � 22D•131 220-Y37 • What is the proposed height of the structure: (7 feet 0inches �° L " .373`S ' yi • Will any second-hand or ungraded lumber be used? If so, for what? No. of Fireplaces to be installed: • No. of Woodstoves to be installed: 0 List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address��,Cads- � Phone No. . Builder 2441.44.44 ys C_CtiOdy , z4 nit e r4e AY.. 578 2s-1 34/7 Plumber pi l?kaje/'� • 47 "ad< t�(pneelich, �J yI?84u D 648 79$504? Mason �com 44a4b44 �nZ 1�i f,F,�i k.m.iY il� DJ f L 61�. rr 0 �i�is_ /»• Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: jag 1�i j i�� / A„ Office Use Lo: : h1n: on / / � 127 A Owner's Name: / .0 & �N alb' r o 6 (1 i7'f )'-6 / /O a< . 0/14oFo6t- ^ 0 Address: y0 t�-IP�Oi_Sibk, p 1,vbe_ ^� ,�°�'/sk 4ys , /1•y1 177/ �,) 'n 2. INSTALLER'S NAME : �Iir Zu, al hi - 1 ga PHONE NO\ ) 267'S6 sZ I 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. oftedrooms x Computation = 'Total Daily Flow 1980 or older x 150 gal/bdrm = 19 1991 x 130 gal/bdrm = 199 —present x 110 gal/bdrm = 3?p Garbage Grinder Installed yes_ / no S Spa or Hot Tub Installed yes >4` / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay if well; water supply _%slope other from any septic-system depth: v absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. . Septic Tank: gallon (min. size 1,000 gal.) __'e_ elDir s.r:Al Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: c x • Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. STGNATTTRF. Rr TN C PMATTl1T\T w-11) DVQAnATQTDT r,nDnc'r\ T L-i____ _____Il C63-(71- r -.OW.- -di . PeCPx. . . ENERGY CODE COMPLIANCE APPLICATION �i TOWN OF QUEENSBURY, WARREN COUNTY 11Ar 4 e rThib BEATING DEGREE DAYS To�N 2Q00 9000 HE F3vi ®F QUz Ai Afasto, Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) `` Cop Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S AME: , PROPERTY LOCA ON: tn ''e 43Y tale, Mre , .lie 616,3.e, y- /28S/S-- PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- square feet 2 Type of heat- Electric Other see igeeLhQ cK Oil Gas R 3. Is building mechanically cooled? V 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 SUBMI1'1'ED: R a: Roof R b. Exterior walls R c. Glazed areas R S 2 � e,,�/ R d. Exterior doors t'(� e. Floors over unheated spaces ll'i'�C2- b R f. Edge of slab on grade(heated building) R — r g. Basement/cellar walls (above grade) 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 CON . COL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Applicant' ig u Date Phone Number 5---,5*--OS ,a ZS7 a? .r9 INSPECTOR'S REMARKS: 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 H iDate 5-.' �'20 `�', Permit No. 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 premise's to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. , Applicant Information j' Fuel Burning Appliance Information (circle appropriate words) ` Stove: wood coal pellet gas Name: x,'' i/ „Tit (" --7v! .f'e ,_„ /,,,i, ii '! Fireplace insert Address: ",';'` r'`.--,} :•r,, !jf -1 ,I Fireplace, factory-built: wood gas ' . - kJ a J{[( f,-;'s' ;, Fireplace, masonry: wood . gas Phone: ''' 19 `` 1 •';rr/c' Furnace: wood gas oil If non-masonary applicance, please provide • .e. Manufacturer Name: Owner: / �, r'. ;/ /, ."1 _: i . �' Model Number: , Address: ,f/. .: ,,, r• :.�r '. f .,J.µli- 1 1' l , / i.7 177/ Chimney•Information' Phone: .. ' !;r; r.a•, / - /%/- (circle appropriate words) Masonry block brick stone 6 ' Flue . tile steel size: inches . •Exact Address: / :,1� it'',/'1-•,1 J. 1-'. �� • of construction or installation' Factory-Built / ,...f': (---f•1 e.,r , r'i V. /r ',t. `. Manufacturer.name: _„ Model Number: Note: Listed By: Number: Construction/Installation must conform to N.YS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / ' Direct venting Chimney Liner . • . Ca,,erhiez 'sr Deparetmez:t—Tom.-of Queextsibuzy, New Z''or.Ii; l ✓j . { ,.,,� t /`/FPS/.%`/ )F Fire Ma,shal Code# $Collected $Ref tnded Recen ed from (ref ended to) r _ ___,_, :'>: .. ,..., a'-'.-'f ti address: _ :4 173 3389 (190) Public Safety CY , ' A 233 2655 (230)Minor Sales • DATE: ' - -- j V `r"\,, I.,•-._ f,; ( � .:�_.. . ,,$ — T GPI a2 r� 7 a ,awto awry White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dcpt.) . OILQueensbury Building & Code Enforcement - Resid- ,tial I al Inspection Office No. (518)761-8256 Arrive: , pm , t rt: ,0 110 TrIc9.3/ Date Inspection request received: _ Inspector's Initial-. _ NAME: `Cr' PE 4T IT#: LOCATION: Lk L,_. SU G-,- D ' : (*) TYPE OF STRUCTURE: `C Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location >� /O---..._� Fresh Air Intake I, Q,.., 3 inch Plumb Vent through roof minimum 6" ,// _-`�— Roof Complete/Exterior Finish Complete ✓ �1 `-.\1 Guard 30 in. or more @ stairs,decks,patios J . Guard at stairwell at 34 in. or more ✓ Guard at deck,porches 36 in. or more Exterior Finish Complete J/ Interior/Exterior Railings 34 in. to 38 in. J Platform at all exterior doors / Interior Handrails stairs 2 or more risers ,/ Enclosed Stairs Sheetrock Underside minimum %" / Gypsum ✓J Grade away from foundation 6 in.with 10 ft. J Handrail Termination at Newell Post or Wall J 6 inch clearance to sill plate J Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site `J Oil Furnace shut-off at entrance to furnace area J Furnace/Hot Water Heater operating f / 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 J Interior Smoke bettors: Every level: ..I / Every Bedroom: Outside every bedrooma`ea: ,/ Inter Connected: ✓ / Battery backup: 4 Carbon Monoxide Detector ,// Bathroom Fans, if no window // Plumbing fixtures / Foundation insulation ,` 1.,ftTL_____ Floor truss,draft stopping finished basement 1,000 sf / '� �<�� Emergency egress below grade ij ✓ � i` % Basement stairs closed rise>4 inches Garage Floor Pitched ✓r Garage fireproofing/%hour fire door/door closer ✓ Duct work Sealed properly .,� I 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 , / ✓ !1 Building No./Address visible from road ✓ b Ii �/ AA 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/O [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 • • • L _ - 1 — tv — 6-Nfict82_ ( € Mp1zj- ` i ` ',f;. Town of Queensbury Fire Marshal wlww 'na 742 Bay Road Queensbury,NY 12804 "` is. 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions o;specifications' is allowed. n �2 Permit# Aoç 'I_ Schedule Inspection,_ 710 [) Time 2-3U am prn anytime Inspector d- 51/7(t2- Name MIk2 Address 1,E' LD4?1_ rcui 7, a Rough In Final gs-.._ Appliance Manufacturer N Model# t_3 , ' 'F' Direct Vent ?(.1Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments -Floor Protection )( A) �O l ] • Clearances to Combustibles (all sides) X —01 OR t ki-- — Ok XFirestop(s) Vertical Chase — �� �� GO Wall Penetration - ` ' C],eAtank- "-- Vent Clearances to Combustibles V Vent/Chimney Termination r - I iiii Ok h' height mustroof Chimney � t els be 3 feet above o penetration;2 feet above any combustible Y construction within 10 feet - _ 5 j,( -c z/5`-ec red - Gas Shut-Off Valve )CCombustion Mr X Com6y?lion) air -Uvrouy'h u"4 61( Hearth Extension (if any) Y —ki,akg e,)ck Ok r . Mantel ( h.e, ' Height above f/p opening X __ \1(., . Witness Operation Tank Placement (if LP) _ White—Building Dept. �__ 'Yellow—Castcmer Pink—Fire Marshal Town of Queensbury Fire Marshal 1 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/Fire lace Inspection Report Permit# oU�-z,/',g,1 Schedule Inspection 7Ie0 pm anytime Rough In Final Name V Address 131-1 Nr�'ZL�� Inspector K._ 1 �� Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides 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—'I"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake • Clearances to combustibles:4"rear,2"sides/front / IMA:De°C.° LINTEL/'THROAT . Non-combustible material Minimum 4"bearing length each end • Damper installed,minimum 8"above f/p opening SMOKE CHAMBER 1 Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CHIMNEY (� eMinimum wall thickness 4"—solid masonry DK � 3 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 l 1 (>C, M932"14149 any combustible construction within 10 feet J Chimney cap installed I l j7Cii HEARTH/HEARTH EXTENSION �, Constructed of concrete or masonry Supported by noncombustible material er„ive04. 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 -ap Combustibles within 12 inches of F/P opening cannot project more than 1/8"for each inch distance from F/P opening Queensbury Building & Code Enforcement - Residential Fi►61 Inspection VA Office No.(518)761-8256 6\ —.Naive: pm De rt: , a Date Inspection request received: Inspector's Initi s: /� I ocii y44,Z, NAME: f^)\`cal e COL\ P�' IT#: LOCATION: L. Lc� e-c\SE'c 7l\L,s \cam, / .SATE: r TYPE OF STRUCTURE: l 1 y Comments Y N /N/A 4._. Chimney Ht./"B"Vent/Direct Vent Location f (] 6kRp�E H� �roofminimum 6" �p Fresh Air Intake / 3 inch Plumb Vent through r Et3 Roof Complete/Exterior Finish Complete > 4-.,'-'t3t — _ '''R'C ` ,C Guard 30 in.or more(a�stairs,decks,patios c� � 5 Guard at stairwell at 34 in. or more � �`� ��� \d 127AbEA-\cDpSV Guard at deck,porches 36 in. or more l� �t� Exterior Finish Complete ------1:------1--> e 6‘) Interior/Exterior Railings 34 in.to 38 in. li_______ - Platform at all exterior doors Interior Handrails stairs 2 or more risers zj ‘4 ,�_� Enclosed Stairs Sheetrock Underside minimum W' ✓ A«%% b 0t,. 6.� Gypsum � O Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall � '� ��� ��� 6 inch clearance to sill plate '.// _ � �i_�j �`e f� Gas Valve shut-off exposed/regulator 18"above grade 2. t"�J`5� \R � Gas Furnace shut-off within 30 ft. or within line of site / Oil Furnace shut-off at entrance to furnace area f Furnace/Hot Water Heater operating � Low water shut-off boiler � � Relief Valve(s)installed/Heat Trap/Water Temp 110 f ` E � L� p� ��. Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight i � �Ll. __ Safety glazing/Windowin stairwells safety glazing/ / / d� iC� � � Interior Smoke Dete ors: Every level: / Every loom: C..\0 �j SF:;, _NA t 4� Outside every bedroom ea: / N 'cckInter Connected: / Battery backup: `��-0 . Carbon Monoxide Detector Bathroom Fans, if no window 0 ��vie GJ' 1 Plumbing fixtures �� kZ 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/%hour fire door/door closer '-Q, ..,1:- �` Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure / , JJJ 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 t� Final Survey Plot Pla n© ,, As Built Se.tic S stem/Sewer De et.Inspection Stickerr----- Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent J L:\PamW\Building &Codes\Inspection Fornis\Res. Final Insp. form 2.docLast printed 2/12/04 111%4 Town of Queensbury Fire Marshal �,. 742 Bay Road ; 6+> / Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney/ irep ace Inspection Report Permit#00 'Z7I Schedule Inspection b z5 Off am pm ytime Rough In Final— Name G Y 1 �O L Y Address LQ &7kJ-U Inspector� Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides 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—'A"max Refractory mortar used on firebrick 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 Damper installed,minimum 8"above f/p opening SMOKE CHAMBER Walls must be solid—no hollow masonryalowed Minimum wall thickness 6"including liner, Firebrick lining laid with refractory mortar j �J CHIMNEY / L (� �!Z /j Minimum wall thickness 4"—solid masonry,/ Must be lined with appropriate liner type N// ge Clay flue liner laid with refractory mortar‘/� �h ;�jtllgJj Flue liner smooth surface inside,no mortar �' �tk �Lv�� y toz Minimum masonry thickness between flues 4" cTA Minimum clearances to combustible "for J W L C( t Yu O U 1 interior chimneys,1"for exterior Termination height minimum 3 feet above highest/ , `l CC{j,.alititge4 I 6 Nlet°t/'64 . point of roof where it passes through,2 feet above • any combustible construe on within 10 feet ‘ ‘TilLi+'1/i j�/}: O y�.�Ft Le Chimney cap installed / J HEARTH/HEARTH EXT.F CTSION ��Q)9kcir of( Constructed of concrete or masonry✓✓ / Supported by noncombustible material�/ ,17 TM. IA,? i ceci y CA-7 — [t'a)79-6 No combustible material on underside {Ilrr Minimum thickness 4"—hearth only Q 2(,f n�, r 7 Zq I/ C l 'j i/1;1 6:k Minimum thickness 2"—hearth extension / C•/` C`�` ` �J , Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,musty extend 20"front,12"sides MANTEL/TRIM w „ 1 / I I „ (� No combustibles within 6"of F/P opening �'lI l t�' (,�II�' Combustibles within 12 inches of F/P opening cannot \ project more than 1/8"for each inch distance from `) !n F/P opening • V 1 k "fol ` U i 1 e7 >retiV 4-7 i Septic Inspection Report Office No. (518)761-8256 Date Inspection re• re•eiv's . _ Queensbury Building&Code Enforcement Arrive: am/p ri •.rt: a . 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi':_.' `,-- — — W - ei NAME: 6.2,,--44- rS P.r 1 IT NO.: v LOCATION: /. y(.g-f ��/����c• / /�SPECT ON: /,� OD/ RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance VN � V VI ft. ���� �, Well separation distance ./ ft. '�7 `' � �'� '`— �z: � Other wells: eft. Absorption Field: Total length "1'..__ft. Length of each trench to✓ ft. Depth of trenches _ ft. Size of Stone i yA Seepage Pits: Number Size: x Stone Size: • Piping Size Type • Building to tank k�a ,�`, Tank to Distr' ou \-)‘) 9 ' `c .J;A\ 'Ns:,Distribution Box field/P. 21 i q %. '- F"1± _ 1 L 1_\2\YS Opening Seal : artial Location/Separations Foundation to tank \ ft. a� a y .— ti ` ' �c Foundation to absorption .b ft. Separation of Pits ft. \ -sS7\%''�13 r•'T- �? � pa� Conforms as per Plot Plan Y V �ti�i t� . ,...--. Location of System on Property: n •-7--- � ic7.,_,,ck-, ,kii kb,,, _5 NiA Front Rear Left Side Right Side Middle Front Middle Rear \ _` �� `C__—,. . S istem Use Statu . Approved C C--. N Partial Approved and needs to be re-inspected,please call the Building&Codes Office l�� Disapproved L:\.SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 • Rough Plumbing / Insulation Inspection Report` Office No. (518) 761-8256 Date Inspection request received: 3 / /6Lit Queensbury Building&Code Enforcement Arrive: 1!3 4 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: O)--1 S PERMIT #: LOCATION: /3i/ LA-b 7 7 INSPECT ON: 9 Q TYPE OF STRUCTURE: / Y N N/A PVC: R-1, R-2,R-3,R-4 Drain/Vents/ Cast Iron, Copper Drain/Vent/Conun. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 'A 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 Coo er Commercial Co CPVC,Pex One and Two-Family (1nsulatii/Residential Check/ Commercial Check L' 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 Repoitdoc November 17,2003 „ Spray Polyurethane i 1— ' George R.McKinney 270 River Street -., Warrensburg,NY 12885 • 1 Phone: 518-623-3268 • Sealant& Thermal Insulation Spray Polyurethane Foam/Sealant Insulation Information Data Sheet Unbelievable Savings Receivable: Very Safe To Use: -May be slightly higher to install,but the -Contains no urea formaldehyde. cost is offset by the constant monthly payback -Does not give off toxic fumes after application Through lower heating cooling. -Contains no carcinogens. -Savings of 50—60%over Fiberglas. -CLASS 1 FIRE RATED. Insulation every year. -To seal with an average of up to 1”,instant Seamless, Rigid Insulation: Savings of up to 40%within the 1st year of -No joints or seams to leak air or water Installation through air infiltration. -Product will not settle. -Will easily pay for itself in 2-3 years of -Adds structural strength&stability. Initial installation. -Solid nature inhibits insect penetration. -A Possible Tax Advantage of up to 25%. -Seals cracks from unwanted dust,gas,and odor penetration. Environmentally Friendly: -Reduction in energy&fossil fuel requirements. Water and Moisture Resistant: -NO CFC's or VOC's. -Undamaged,closed cell foam will not absorb -NO adverse impact on ozone layer,doesn't Water or allow water to penetrate. Contribute to global warming. -Water Vapors can pass through,allowing wall -May be safely disposed of in landfills or recycled. To breathe. -Finished product is chemically lifeless(inert). -Will not smell when it gets wet and will not create bad odors within house walls and attics. Controlled Air Infiltration: -Moistures from cooking,laundry,shower,etc. -Virtually eliminates drafts and provides for Will not lead to wood rotting,paint peeling,and Comfort,even in heat. Deterioration of roofing and ceiling material, -Forms a seal to eliminate leaks around studs, Meaning comfort and energy conservation. windows,door framing,and also fills in voids where air leaks to allow the conditioned air to Self-Adhesive: remain in the home. -No fasteners needed. -Provides for better humidity control. -Adheres chemically&mechanically to wood, -Minimizes areas where air can infiltrate. Metal,plastic,etc. Outstanding® Factor Performance: Light Weight -*(R)=Resistance to heat flow. The higher the -Insulation does not sag. R-Value,the greater the insulation power. -Very high degree of strength to weight ratio. -The best per inch of any available insulation -Adds very little weight to ceilings or roofs. Material used in residential construction(7.14). -Excellent sound proofing,averaging 5 decibels -Fits more insulation in a tighter space,which Per inch of product. Will save you money in reduced lumber cost. -Performs equally in hot as well as cold temps. Reactivity Times (approx.) winter/spring/summer -Cream Time(seconds): 1-3 / 3-4/ 4-6 -Rise Time(seconds): 12-14/ 14-18/ 18-24 -Tack Free(seconds): 7-9 / 9-11 / 11-13 -Cure Time(hours): 4 HOURS FOR ALL S` .X, r 4 �� ce,..,1„,,,,\ George R McKimrey lJ 125 River St, } Warrensburg,NY 12885 f 518 623-3268 Sealant&Insulations Email:hirfoam@yahoo.com Product Information SWD 250 b is a low viscosity,two component,closed-cell,HCC 141b blown spray applied rigid polyurethane foam system. This product is ideal for use with all types of urethane spray applied foam dispensing equipment. APPLICATIONS., • Stud wall insulation/air seal. • "ENERGY ART' wall"outsulation"/air seal. • Spainsulation and structural support • Bathtub liner insulation and structural support • Freezers/Coolers FEATURES/BENEFITS • Superior Insulation Properties • Light Weight: Highest R-Values/Inch(7.14) High strength to weight ratio. More insulation in less space. Adds verylittle weight to ceiling. Saves energy and building material costs. Lower transportation costs. Performs equally in hot and cold temperatures. • Cost Effective: • Seamless Insulation Slightly higher initial application cost No joints or seams to leak air or water, is offset byconstant monthly payback Reduces dust,gas,and odor or noise penetration. through lower heating and cooling Stops air infiltration. bills. • Monolithic: • Safe To Use: Solid,one-piece construction. Tested and Approved by Increases structural stability. "Underwriters Laboratories". Contains no urea formaldehyde. • Self Adhesive: Does not give off toxic fumes after No fasteners needed. Attaches both chemically application. and mechanically to wood,metal,plastic,etc. Contains no carcinogens. Saves material and labor. Insulation in walls won't sag. • Environmentally Friendly: Reduces energy and fossil filel require- • Water and Moisture Resistant: ments. Undamaged,closed cell foam will not absorb No CFC's or VOC's. No adverse im water or allow water to penetrate_ pact on ozone layer. Water vapor can pass through,allowing wall to No contribution to global warning. breathe. Maybe safely disposed of in landfills If it becomes wet it will not smell and create bad or recycled. odors within house walls and attics. With proper Finished product is chemically inert. ventilation,it will dry with minimum loss of insulation value. SHELF LIFE: Six months from date of manu- facture in unopened containers when stored at 50-80°F. .'1 JM : Gs \ vAfLtY Lw, A �.FO Al .,/- , :.../4 - -- , ,. --u-n = i,-, 7 45.. George R IvlcKirrney �� 125 River St. Cl r ��`— ., Warrensburg,NY 12885 LJ • \ (518)623-3268 • (� -�.,, A..el\1. Email:hirfo t#yahoo.cortt Sealant&Insulations RELATIVE INSULATION VALUES: (Based on initial values) k-Factor R Value/in Thickness Sprayed Rigid Polyurethane Foam 0 125 714 1" Glass Fiber 0 25 4 0 2" EPS Board .0.25 _3.57 *7 114" Foam Glass 0 35 .2.86 2 3/4" Fiberboard 0.36 2 78 .2 7/8" Expanded Petlite 0 39 2.56 31/8" Vermiculite 0 48 2.08 3 3/4" APPROVALS: UL 94,94HB,94HBF,File#E112714 UL 723,Class II,File#7332 UL790,file-#R-9303: Class A Roof System ICBO Report#3182 for Roof Construction California Bureau of Hume Furnishings and Insulation REG.No.CAOT030(AZ California Fire Marshall Listing No.040175-1321:10 WIILP-21929E-6(1970),MUF-83671A(1993) HANDLING PROPERTIES OF SWD 250b: (Based on regular grade formulation at 75'F.) "A"Compound `B"Compound Viscosity,cps.......................................................150-500 400-800 Specific Gravity.............................•---•-. 3 22-124.-..• 1.15-3 22 Ratio for hang Partsby Volume..........................................30..........................,...........50 Lab Reactivity Profile: Winter Intermediate Summer Cream Time,sec....................................1-3 3-4....................4-6 Rise Time,sec.....................................12-14 14-18.................18-24 TackFree Time,sec................................7-9...•-...._............. 9-11 -11-]3 Cure Time @ 75`F,hours...........................4..............................4........................4 PH's tCAL PROPERTIES OF SWD 259b: Prope.7v Procedure Values Density,pot*nominal.............................D-1622 1.5..........1.9 Compressive Strength,psi.......................D-1621 12-15......22-25 Tensile Strength,psi.............................D-1623.61-......•.•....-...... 45.......-._60 "Shear Strength,psi................................C-273.61 30 ........... 40 Closed Cell Content,%..........................D-2856-70 95.............95 kFactor,(Initial) C-177-85 ....................0.125 0.125 (Aged) C-]77-85. .. 0.147 ------_0.147 • „ ,14. •si • •. . - - ' . • •"!, ••••',-, •,', - "r"' JY • • • ; • • PL1 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: f? o Queensbury Building&Code Enforcement Arrive: 0. 1;'f am/pm Depart: m/p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ro, NAME: 7O4-S '�} PERMIT#: LOCATION: f 4/ �i 1-I'G& 1� 1-G-j 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 Connection for 15 minutes Water Supply Piping • Copper Commercial Cn•per, CPVC,Pex One &Two Family isula .• /Residential Check/Commercial Check (VW/L (VC�At z'vX Proper Vent,Attic Vent c IA 2e G,) + icAi-�j- Duct/Hot Water Piping Insulation tiX r,:,,,„ e rec.,/)e/ If required unheated spaces Combustion Air Supply for Furnace Wes CecL at/4A( Duct Work Sealed Properly COMMENTS: • • L:\SueHemingway'Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 -;/111111ftii Town of Queensbury Fire Marshal 0 ea/I/4 I'd F477 " 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Masonry Chimney /Fireplace Inspection Report r Permit# V 2.3 1 Schedule Inspection t l"2-17 0 7 am pm`anytim• Rough In k Final Nam LA/JCQ Ere 50�A1 r fA&2ss Lake Per/rev/ Inspector A'`°'rl` ��w"`�l 9 Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides 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—`A"max Refractorymortar used on firebrick Minimum depth 20" Fresh air intake -- Clearances to combustibles:4"rear,2"sides/front LINTEL/THROAT Non-combustible material �(I Minimum 4"bearing length each end r/`, Damper installed,minimum 8"above 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 typip, 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 SugpQrted 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 FiP 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 g o enin CCJJ «ll P Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ ��f, Depart: ( pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: J" — NAME: V YkC-ic, PERMIT#: Z;5 LOCATION: (4/6- ARI<1uA-r INSPECT ON: 0 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 e 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: r1)3' .am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ( �1 NAME: ,�J PERMIT#: �3 ,._23/ LOCATION: b( i�1 6�€ INSPECT ON: / d�G TYPE OF STRUCT Y yuA COMMENTS Framing Jack Studs/Headers Bracing/Bridging G4'J ����f ���� 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 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 KkU Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm De art/a,a5tm/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: )V\ 1 76GA PERMIT#: QT z3 1 LOCATION: .Lp j Nve-,12,(ya-5 L INSPECT ON: (t /6- 7 TYPE OF S fRUCTURE: 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 scRE(70. evecif Nusr • of the concrete. v// / Materials for this purpose on site. V l`C,6� 'r'bi/C 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 , a en V Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request receiv d: Queensbury Building&Code Enforcement Arrive: am/p DepartZ:/ nipm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: i.\\i1 Y O), 'CS t4 \\e PERMIT#: O33 1 LOCATION: \"6 �€�'cG�('� C.- INSPECT ON: TYPE OF STRUCTURE: " �'� VVV Comments • Y N N/A , y: ings Piers • • Monolithic Slab Reinforcement in Place:Z/ The contractor is responsible or providing protection from freezi • for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place a Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump CK.C.--C 4(6 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 ` z Permit Number MECcheck Compliance Report Checked By/Date Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb Data filename: Untitled TITLE: DANIEL AND CAROL MARGOLIS COUNTY:Warren STATE:New York ° t� HDD: 7635 " �' 1S. CONSTRUCTION TYPE: Detached 1 or Family Vet) HEATING TYPE:Non-Electric 7Y a,- DATE: 04/27/03 r0WA, 2003 DATE OF PLANS: 3/20/03 �ll5 U� 9 PROJECT INFORMATION: CO©� V LAKE PARKWAY, QUEENSBURY, N.Y. COMPANY INFORMATION: McCALL'S CONSTRUCTION COMPLIANCE: Passes Maximum UA=731 Your Home=700 4.2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat Ceiling or Scissor Truss 1919 38.0 0.0 58 Ceiling 2: Cathedral Ceiling(no attic) 355 30.0 0.0 12 Wall 1: Wood Frame, 16" o.c. 3946 21.0 0.0 174 Window 1: Wood Frame,Double Pane with Low-E 665 0.390 259 Door 1: Glass • 189 0.390 74 Door 2: Solid 40 0.100 4 Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.8'bg/7.6'insul 1857 11.0 0.0 117 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 66 30.0 0.0 2 Boiler 1: ,90 AFUE Air Conditioner 1:Electric Central Air, 10 SEER 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 Proposed New York State Energy Conservation Construction Code requirements. Builder/DesignerpJC Date I- 2'i Or.� MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb DATE: 04/27/03 TITLE: DANIEL AND CAROL MARGOLIS Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.8'bg/7.6' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe,features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.390 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Door 2: Solid,U-factor: 0.100 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: ,90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. • Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned iittics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. • [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] 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. c 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 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts . Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 '0.5 0.5 1.0 . Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature Q120-200 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) BUILDING PLANNING R306.2-FIGURE R3072 R306.2 Kitchen.Each dwelling unit shall be provided with a SECTION R307 kitchen area and every kitchen area shall be provided with a TOILET,BATH AND SHOWER SPACES sink. R307.1 Space required.Fixtures shall be spaced as per Figure R306.3 Sewage disposal.All plumbing fixtures shall be con- nected to a sanitary sewer or to an approve private sewage dis- R.sui 2. d posal system. R307.2 Bathtub and shower spaces. Bathtub and shower R306.4 Water supply to fixtures.All plumbing fixtures shall floors and walls above bathtubs with installed shower heads be connected to an approved water supply.Kitchen sinks,lava- and in shower compartments shall be fmished with a nonabsor- tories,bathtubs, showers,bidets, laundry tubs and washing bent surface.Such wall surfaces shall extend to a height of not machine outlets shall be provided with hot and cold water. Iess than 6 feet(1829 mm)above the floor. WALL WALL 1 �41N. WALL 4. { N-41N. WALL_ir a... �4IN. WALL 12IN.—►�r-- 1me_ Jr I I T in wal 0 301N. IITUB / \ WC 301N. 211N. MIN. CLEARANCE r LAVATORIES —11"— 24 IN.CLEARANCE IN FRONT OF OPENING - SHOWER • 4 WATER CLOSET\ OR BIDET WALL •15 IN._ • WALL 15 IN. r 1 m . lis al 15 II 21 IN. 21INT CLEARANCE CLEARANCE WALL • I. - MEMEMEIMIt WATER CLOSETS WALL For SI:1 inch'25.4 mm. • FIGURE R3072 MINIMUM FIXTURE CLEARANCES COPY MINIMUM FICTURE CLEARANCES 15' 4'ION. 4'WIN. vv 2'1411 4'19N 15'MN. SHOWER ----":5 4---"N,...___:.- 24" CLEARANCE IN. . 7 m ?\...,51 . FRONT OF OPENING 21° II1N,CLEARANCE O LAVATORIES a 21° MIN.CLEARANCE • 0 WC AND TUBS 24' 30'16N. ber by MECcheck Compliance Report Checked By/D to Proposed New York State Energy Conservation Const tion Code MECcheck Software Version 3.3 Release lb Data filename:Untitled TITLE:DANIEL AND CAROL MARGOLIS COUNTY: Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/13/04 DATE OF PLANS: 3/20/03 R C \I R` PROJECT INFORMATION: O C 7 1 2004 LAKE PARKWAY, QUEENSBURY, N.Y. COMPANY INFORMATION: TOWN OF OULENSBURY McCALL'S CONSTRUCTION BUILDING R.`'U CODE COMPLIANCE:Passes Maximum UA=753 Your Home=682 9.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1919 42.0 0.0 54 Ceiling 2: Cathedral Ceiling(no attic) 355 42.0 0.0 9 Wall 1: Wood Frame, 16"o.c. 3946 21.0 0.0 174 Window 1:Wood Frame,Double Pane with Low-E 665 0.390 259 Door 1: Glass 189 0.390 74 Door 2: Solid 40 0.100 4 Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.8'bg/7.6'insul 1857 14.0 0.0 106 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 66 42.0 0.0 2 Furnace 1:Forced Hot Air, 90 AFUE Air Conditioner 1:Electric Central Air, 10 SEER 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 Proposed New York State Energy Conservation Construction Code requirements. MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb DATE: 10/13/04 1TiLE:DANIEL AND CAROL MARGOLIS Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-42.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-42.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.8'bg/7.6'insul, R-14.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor:0.390 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Door 2: Solid,U-factor:0.100 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-42.0 cavity insulation Comments: • Heating and Cooling.Equipment: [ ] 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. Vapor Retarder [ ] Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] 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% I 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. f I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) JAMES E. HUTCHINS, P.E. Consulting Engineers PO Box 220 - 12 Circle Avenue, North Creek, NY 12853 (518) 251-4210 (Phone) (518) 251-5329 (Fax) hutchins@localnet.com September 8, 2004 03-007 Mr: Doug McCall 1485 County Route 29 North Creek, NY 12853 Re: Margolis. Queensbury (T) Dear Doug: At your request, I met you at the above site on September 1, 2004. The excavating contractor, Andy McNally has provided "as built" location of the wastewater system components. I have revised the original site plan to reflect these conditions. I have enclosed three sets of drawings. Please see that the homeowner receives a copy of the site plan. Should you have any questions, do not hesitate to call. Very truly yours, Ja J - . E. Hutchins, P.E. SITE LOCATION 'Y S.g, `,,,^ , - is o3/s °fix$ e^t � �v::k .�',e "t •f,.l �' •�-_ t' sfL�. ,,' LAKE WATER SUPPLY44 Y" f ail* t h 7 -gf /�j/ V• ti 1 Y .Pam ,. 3•. ,,p i QD 20, -•"'�' } .t :+fit '4. ••:Jl" $` • t: y 4Y E , 1, 1 ! j w c t,. a, • i i 1 j J � L ' AREA f 0.41 +i ACRES 3 * 17, 761 SO. FT f oG'K Q r 1 ' GARAGE DECK i+ 1 SLAB ON GRADE / I j e Ap 1•1,. 5 26JA -•--` �___ � *.. • HOUSE LAKE WA TER SUPPE Y of 6`BLACK TOPSOIL ! � 16' TO � i 6 -40 RED BROWN $AND, SOME SILT 1 i BASEMENT { s 4(r-6V GRAY STAND AND SILT, COMPACT i PROBABLE SEASONAL HIGH GROUND WATER 0 42" c ; f1LATIE 10,22' - i"/ 6 MMIUTES 21 G � t f i LOCATION MAP c fi 2 S�Q I 41 I 117'± t i -- __ TE$Y HOLE `-_ 10' MIN 10' MIN 1' LAKE WATER SUPPLY ~ t i SITE PLAN LEGEND MAP REFERENCE 1„ = 10 ® PROPOSED 4' PVC SDR 35 HOUSE SEWER a0v3-�3' 1/4" PER FOOT MINIMUM SLOPE FOR COMPLETE PROPERTY LINE INFROMATION SEE "MAP OF A SURVEY MADE FOR DANIEL J. 8 CAROL L. MARGOLIS" PROPOSED 250 GALLON PRECAST CONCRETE SEPTIC TANK BY: DAVID J. BOLSTER, LLS DATED: MAY 16, 2002 fJEH 918/04 REVI p_FQA A WLT CONDMOM REVISED MAY 24, 2002 TO SHOW BUILDING SETBACK LINES © PROPOSED 4" PVC SDR 35 EFFLUENT SEWER REV: BY: I DATE: NoTE: 1/8" PER FOOT MINIMUM SLOPE WASTEWATER SYSTEM SCALE PROPOSED ''RECAST CONCRETE EFFLUENT PUMP CHAMBER DANIEL & CAROL MARGOLIS • DRAM: z.x.NL I.J PROPOSED 2" PVC SCH 40 (100 PSI OR SIMILAR RATED) FORCE MAIN TOWN OF Q EENSBt3RWA►RREN COLTNTY, NEW YQRK DRAWING NO.: © PROPOSED 'RECAST CONCRETE DISTRIBUTION BOX 03-007 r`h` J"ES E. HUTCHINS, P.E. PROPOSED =LJEN IN-DRAIN (2 LATERALS C 36' EACH) DA P.0. SOX220, 12 CIRCLE AVE SHEET -L_ DATE MNTED: NORTH CRANK N.Y 12853 OF---2 2-3-03 I c SITE LOCATION .. .y y.`+�,,� i r• ... � 1� e� � $r^y., •t��;, ��t w':-�x i a 1 v5 � t - `s•t ti'.' '",ar: ant 'f c '^ 4�, . •R ;le y.x;'- ,as•' _:d �;K,�#., l l��Te y 4P� ;{...•A• r>< i•s`rf t`' ��*t f !rs i!Y' ;�rt, I iY t.a• fs'Ef r� � � �. K �'3*>i k +. .p ::G ?- {.... • '.v Y« rtl • t '�, >~: 4 :;r: � T -C s � �i' t��t•:+. a.1J k'•�F'ya• s a is ;'S r 1 { '�,d' •. t ' ` a 'LAKE WA - T R PP • ram E SUPPLY , ytati a F % t4Iv°"" ' w . �'. i' i 3 t ° J '' r�'' �• ;•F h?ri..' y F7f .z'��V 1 .�' !. }.jam r T >r.l3y'�p• ' 31P' �r'�!x-. Y i '" � 'r"3� r'a Jt r., jr,'� z >f4R�/Ffi ' �✓1T -if*t 7'.•.: LLJ t � �k = +-F°qv r ,�yt. .,�"•`�a. �y � .1 < '"-r7x f.k aL. • I _' lH `�A4 SrrS.; �- �Y.'1. f r� � R'* ��, .l' (f}£•I W. y,E5 ♦ .,,Ft P .F .,.d� sN •�1(h i y • N' 'r•;A 4 ,car tyt' . •V I •r= }.r'!'�Y•:yT,y,Fy N:i ' �� p ,r�$' �:&t G� _.�a.(fit ..4_.`r-�C - f,�„�;f r� 4 a !� � yam. f I( tit• i S~ - ��^.eK:- - Y r"" y Y i C 7- DE SETBq_k � .' 7�'Ef ! fina, t✓stiYy.:r wt {} !.`' - _ ' .fir •�"Y , K-: } II y _ t •s ,71 � I A • L N`E i1• 'J-r' a {{ r AREA 0. 41 ACRES ' .{ 17 761 + T. ra �. ` s < • _ .wc;" _ 14 t�a�it A .etc. .4 y�• � >�" . ,��c ^ zr N DO •Y� 1 7d• fi'i 1 ty 5 GARAGE �0 DECK SLAB ON GRADE / y� Fit TZ +1 I I �'* � 7! c'4 yfc tw4 .' kct7 �... ..sue i .:`� �.; • -. r,1 *s+•�hti r stix j,l a �. 'N.:= - t y' �' I i i +1 ♦ t'. •6 lye i %. t y i tj i y R'.� n J ' I -• l , V.. � .1 .P .i � ! N•n•5��7 SOIL TEST DATAlrx ; , _ HOUSE L A KE WA TER SUPPLY TEST HOLE I ; • k 10' MIN 0"- 6" BLACK TOPSOIL TO FULL 6 40" ` BASEMENT RED BROWN SAND SOME SILT I --I ,:'`a F ' "` X • �: NT 40 -68, GRAY SAND AND SILT, COMPACT W � Z'1 ey r �• t y .� t PROBABLE SEASONAL HIGH GROUND WATER @ f 42" PERCOLATION @ 22 i 1 6 MINUTES Qf ( • q s u+ 1 Q _ F. 4 ' ! 2 0' MINI'' ' F 1 I TO FULL h I I BASEMENT 4.•f Y. LOCATION MAP .. L/NLr � ► I 117' t 3• TES`f HOLE RED ' MAY 10, MIN ! rows, BUILDIN 2003UEENSBU AND Epp RY - E LAKE WATER SUPPLY PRELIMINARY , SITE PLAN LEGEND f NOT u _ PROPOSED 4 PVC SDR 35 HOUSE OUS SEWER MAP REFERENCE 1 - 10' vf;° PER Fool MINIMUM SLOPE l FOR COMPLETE PROPERTY LINE INFROMATION SEE "MAP OF A SURVEY MADE FOR DANIEL J. 81 CAROL L. MARGOLIS" ® PROPOSED 1250 GALLON PRECAST CONCRETE SEPTIC TANK BY: DAVID J. BOLSTER, LLS DATED: MAY 16, 2002 REVISED MAY 24, 2002 TO SHOW BUILDING SETBACK LINES C) PROPOSED 4' PVC SDR 35 EFF;UENT SEWER REV: BY; DATE: NOTE I/13" PER FOOT MINIMUM SLOPE WASTEWATER ��� �" i�' •SYSTEM ow Q PROPOSED PRECAST CONCRETE EFFLUENT PUMP CHAMBER i DANIEL & CAROL MARGOLIS M WN: I 1 Q PROPOSED 2' PVC SCH 40 (100 PSI OR SIMILAR RATED) FORCE MAIN WARRENTOWN 'OF QUEENSBURY cNECK�o: J.E.M. -N COUNTY,I , NEW YORK CAR w—o NO.: M Q © PROPOSED PRECAST CONCRETE DISTRIBUTION BOX �� ► 03 -007 ► � .J"ES E. HUTCHINS, I'.E © PROPOSED ELJEN IN-DRAIN (2 LATERALS Q 36' EACH) Wil �* ATE P.0. BOX 220, 12 CiRCLEAVE. we,w _w� DATA PRMTS: 3 NOR . . '�: TX cat N..Y. 1285.3 of 2-3-03 SUITABLE BACKFILL HOLES 5 & 7 O'CLOCK (COBBLES, ROCKS TO BE REMOVED) FINISHED GRADE •• —• 4" TOPSOIL AND SEED 24"1 USABLE FILL -NOTE- TOPSOIL ' " =''' WITH A PERCOLATION RATE THIS DESIGN UTILIZES SHALLOW ABSORPTION ;.x. r... EXISTING GRADE 15% MAX SLOPE GREATER THAN 1" / 5 MINUTES TRENCHES(ELJEN IN-DRAIN). CUT ALL TREES, STUMPS 4" 0 PERFORATED PIPE 10-17" �.. ,• �, i i, \ ,� \� \� SUITABLE BACKFILL AND OTHER VEGETATION AT GRADE AND REMOVE. GEO-TEXTILE COVER � • � -• i.�i. BANDING STRAPS 4" PERF. PIPE `� REMOVE ALL LEAVES, LIMBS AND BOULDERS ABOVE 10-17" '� " GRADE, DO NOT SCARIFY, ROTOTILL OR REMOVE ROOT IN-DRAIN UNIT '``` : GEO TEXTILE STRUCTURE BELOW GRADE. NO HEAVY OR RUBBER r...` COVER FABRIC 10-17" '"• :'z CONCRETE SAND '.:,. . ..._ �. .. ,;x��`' 30" MAX `''� ''• l TIRED EQUIPMENT ALLOWED IN ABSORPTION FIELD :►; ^S • :!`?` ••....: " MIN. .a.,'.. •?,:: _.L. ,•.,:,. - r, 4' ,, ,;�, ; , <;.. AREA. CONSTRUCT DIVERSION CONCRETE SAND SHALL �:, .�,•:......a,,�.,�:r,;;�;.,. .� �.:.y�.;+ �.,. :k• .�,;-.:;. .,: .. DITCH OR BERM NYSDOT 36" ' + UPGRADE OF FIELD TO ROUTE CONFORM TO •. •` '''`�' ,r: SURFACE RUNOFF SPECIFICATION 703-07 6" •r�' •3 >; �.�,, •;� ,`; ��•; .: ' •<� .,, �;..:. �,� " �� AROUND THE FIELD. PLACE FILL WITH PERCOLATION 6" MIN. `` ..,� ,� �,, ,...��r,�::. t(''�:�:�.-�. ,.Y w .. r �.` 6 MIN. RATE EQUAL TO OR GREATER H :s•.y..: }: �. 4' MIN. SEPARATION � • '�'''' ' "• TAN IN SITU USEABLE 3 MIN. � r.t •• .�: •....,; r �: ;4..; .. . , ., . 3' TO IMPERVIOUS STRATA, BEDROCK :<<.. ,�;:� �:;� : - { • ,:.._; ,... ,;� ,,� .' �.' .:s• .�>�,;,;�,,;;�, �'r�=�ta SOIL IN THE ABSORPTION FIELD AREA. MAXIMUM IMUM A OR SEASONAL HIGH GROUND WATER �)3' TO IMPERVIOUS STRATA, BEDROCK, DEPTH OF FILL = 30". STABILIZE FILL WITH TRACKED 3' MIN. 6" MIN. GRADING EQUIPMENT. RUBBER TIRED EQUIPMENT NOT OR SEASONAL HIGH GROUND WATER EXISTING GRADE ALLOWED IN ABSORPTION AREA. ELJEN IN-DRAIN SECTION - =- - =-- _ __ ___ _-- . CONSTRUCT IN --------------- --------------------------------- ELJEN IN-DRAIN FIELD SECTION- PROVIDE SOIL AS NECESSARY FOR COVER OF GRAVITY (N.T. S. ) SEWERS, SEPTIC TANK, EFFLUENT PUMP CHAMBER, FORCE MAIN AND DISTRIBUTION BOX LOCATION MARKER 12"* FINISHED GRADE ZABEL FILTER ' SANITARY TEE 2" FORCE MAIN DESIGN DATA (SCH 40 PVC OR SIMILAR - 100 PSI RATED) FROM EFFLUENT PUMP ASSUME 4 BEDROOMS (BR) AND A DESIGN 77—IJ �40 'I CAULKED JOINT (TYPICAL) PERCOLATION RATE OF I" / 6 MINUTES " TO u 3" MIN 60" 36 ASSUME 1.6 GALLON / FLUSH TOILETS AND 6' OF SAND, PEA 6" MIN WALL 3.0 GALLON / MINUTE FAUCETS / SHOWER HEADS GRAVEL OR 3/4 TO 1�.--- ,: ' ' ' THICKNESS FOR DESIGN FLOW = 4 BR X 110 GPD / BR 1-1/2" AGGREGATE POURED IN PLACE PRECAST CONCRETE DESIGN FLOW = 440 GPD DISTRIBUTION BOX ELJEN IN-DRAIN 4' ABSORPTION RATE = 1.0 GPD / SF WATERTIGHT SEAL ALL ABSORPTION AREA = 440 GPD / 1.0 GPD / SF COVERS, JOINTS AND ABSORPTION AREA = 440 SF PENETRATIONS 7 PRECAST OR POURED CONCRETE SEPTIC TANK USE ELJEN IN-DRAIN TRENCH DESIGN 4' . TRENCH LENGTH = 440 SF / 7 SF / LF I I I(INLET OUTLET TRENCH LENGTH = 62+ LF USE 2 LATERALS Q 36' CONCRETE SEPTIC TANK ELJEN IN-DRAIN 46 (NTS) I 1 NOTE: �L USE 1250 GALLONS FOR 4 BEDROOMS 4" SOLID PVC SDR 35 - USE 1000 GALLONS FOR 3 BEDROOMS OR LESS HEADER Q 1/8" / FT. MINIMUM SLOPE DOWN SLOPE NOTE: - INSTALL ZABEL AI800 RESIDENTIAL WASTEWATER 16" EFFLUENT FILTER IN OUTLET TEE ABSORPTION FIELD - PLAN - GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR SIZING SEPTIC TANK. (N.T.S.) ... AN OUTLET GAS DEFLECTION BAFFLE AND A TWO r; _ COMPARTMENT SEPTIC TANK IS REQUIRED WHEN A - GARBAGE GRINDER IS INSTALLED - INSTALL TEE.IN TANK INLET AND OUTLET AS SHOWN - FIBERGLASS, POLYETHYLENE, OR STEEL (STANDARD UL-70) ' �y. UNITS MAY BE SUBSTITUTED AS OUTLINED IN INQIVIDUAL "T" WITH VALVE AND DRAIN <� OUTLETS ..,r 25„ RESIDENTIAL WASTEWATER TREATMENT SYSTEMS - DESIGN COVER 2' 0 EXTENSION " TO HANDBOOK - 1996 PUBLISHED BY NYS DEPARTMENT OF HEALTH. TO GRADE LATERALS INSTALLATION SHALL BE AS RECOMMENDED BY THE NYSDOH DESIGN HANDBOOK EXPLOSION PROOF JUNCTION BOX, INSTALL CONTROL PANEL IN HOME ►; 2" FORCE MAIN ---- INLET " GATE VALVE JPRECAST CONCRETE 9 UNION I SEPTIC TANK - PLAN - PRECAST CONCRETE BOX AND COVER PUMP Y _ — _ PUMP ON BLOCK PUMP — — — PUMP OFF 6' MINIMUM •..� °►�: +v. •:.:...�- .., AS REQUIRED }. s ;ram M .r ? . . .:.. PRELIMINARY 6" GRAVEL NOTES 13" 11 1120 NOT FOR CONSTRUCTION - SEAL ALL OPENINGS WATERTIGHT 7" - SET ALARM 6" ABOVE "PUMP ON" - INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN HOUSE - USE 1000 GALLON SEPTIC TANK FOR PUMP CHAMBER M•�•~• , -.. . .,r - PUMP SHALL BE GOULDS WE0312M , 230VOLT, 1750 RPM SUBMERSIBLE TO PUMP 20 GPM @ 20' TDH - 12" OF SAND, PEA GRAVEL, REV: BY: DATE: NOTE:- INSTALL GOULDS S10015 CONTROL WITH ALARM LIGHT AND FLOAT SECTION - OR 3/4" TO 1-1/2" AGGREGATE -SC&E: SWITCHES AS REQUIRED WASTEWATER SYSTEM AS N07 - PROVIDE "T" WITH GATE VALVE TO DRAIN DISTRIBUTION BOX ` DANIEL & CAROL MARGOLIS DRAw": z.N.bt;- - CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP(S) (N.T.S.) TO" OF UEENS$URY cl�caED: J.E.H. N PUMP DETAIL WARREN CO TY, NEW YORK DRAWM NO.: " EFFLUENT NOTE. "ISO (N.T.S.) - USE SPEED LEVELING DEVICES TO BALANCE FLOW 14 ,TAMES E. HUTCHIHS P.E. 03�7 DAT Py P.O• BOX 220, 12 CIRCLE A ICE. sit DATE PRINTM. ' J ' NORTH CREEK, N.Y. 12853 OF 2-3-03 s 1 141 4 Lu C RUSNf0 S TON t _ F ! >bus ' 1M - - r - - � tj ` ( d flit 6 SIM 4. r a 1 � ` ► i � t 1c 6 f f ` ! f ' f RECEIVED - r MAY 5 2003 { 1 r f TOWN OF QUEENSBURY -,•_ DING AND CODE f r 1 „'we.lc?eEp Iql UP13, P, jL.. . - AN DMI E L - CJSs 8n' I �� a ;,j 3 L t , jo 33ll@P,Adary AA^ ^aa i aI IOL L •, ��f SCALE: ir 01 APPROVED BY: DRAWN 11 DATE: REVISED LLS DRAWING NUMBER �1 ,�� �bliKJl7f y pp �pW o y 0 N V M W > ,om Q ..,� - a I pD j W44 � D v Q y = Z C*4 - k A � �rct .00 , I 1179 _ � / �• IO _J � � Z a ONN ;1 •h J'7 '� �: O to^ H - cAINp RIND • 31W1 3LL • •gNafLL If SQNMA 11 SY - b NN <W W Z � 4 W aZ SU. J < N W!L -C o ui Lo .. �w �= V y� < a�3 A O O w N N H 1 O U LA. OOOO m W Z-i t��, z= z � Wwa W W Bit Ss��C 2`G Qs ~ Z O 00�� VCL mON�W � O8NwJ uj � V WvZ vI JO W ON Z a zw�U w vat zaLL. N a a ri m LAJ w a w 4J Z U �++- 0 p � o�o� z�`2cw); � � � � oNmrl3oz � §w W " �"6 a wWtnao N t � ffi .. y� W LL: � vi N 3 < O ��wo�i a(L►-CLaa a: rr O 000 •t.:g O LA J N