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2008-273 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF 0CCUP-A-NCY Penn it Number. P20080273 Date Issued: Wednesday, January 13, 2010 This is to certify that work requested to be done as shown by Permit Number P20080273 has been completed. Location: 38 NEW HAMPSHIRE Ave Tax Map Number. 523400-309-009-0003-088-000-0000 Owner. RICHARD & BONNIE HERMANCE Applicant: RICHARD & BONNIE HERMANCE This structure may be occupied as a: Residential Alteration By Omer of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the �� " ` property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080273 Application Number. A20080273 Tax Map No: 523400-309-009-0003-088-000-0000 Permission is hereby granted to: RICHARD & BONNIE HERMANCE For property located at: 38 NEW HAMPSHIRE Ave 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. Tie of Construction Value Owner Address: RICHARD &BONNIE HERMANCE Residential Alteration $3,000.00 38 NEW HAMPSHIRE Ave Total value $3,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2008-273 480 sq ft residential alteration $48.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,June 19,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of ens ,, u une 19, 2008 SIGNED BY q� for the Town of Queensbury. Director of Building&Code Enforcement r _c) -73 ERRORS & OMISSIONS DATE: 6.- © FT/PT: SALES AGENT: I h ycj &MCA tjc'c BRANCH OFFICE: �� ,,,j p �"?c�/�/� ✓ �IU��t es 1. Errors & Omissions coverage is$ 265.00 yearly AS PER YOUR.STATEMENT OF UNDERSTANDING ERRORS &OMISSIONS coverage due: (Please see attached sheet) Please make check payable to: Prudential Manor Homes PAYMENTS ARE NON-REFUNDABLE Please complete the following information below: Mailing address: 3!�(,NC u)h r e �y Birthday: Home Phone# 7 y3- i�9 Social Security# 6 5- YJ-S�/39- YJ-S�/3 Manager Please Complete: Starting Level: Recruited by: ;- ---------------------------------------- 1 _ �'�;"". I OFFICE USE ONLY �/S i TAX MAP NO. PERMIT NO. FEES: PERMIT RECREATION ENGINEERING (If applicable) ' �___ �liliDudf�# �� SITY.._' x PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE)OF AIVALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: �I C�'1 ✓d L°//t�Jr`net OWNER:�1 G ,� &j2q4,1Cg- ADDRESS: 1jfz 69�/ ADDRESS: 3 yN&-I.j --.,A rr o9 U� PHONE NOS. �/� - O/d PHONE NOS. '? V3 --0/07 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: , SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT zz p F. APPLY TO YOUR z F- LL p O C1 w w rn PROJECT p H OJ � W -j O = _ H LLw � w = F-- O � Z W o C'1 z C'1 H O I- w — z Q Q 07 N rn O u_ 1- u_ a 2 06 SINGLE FAMILY,Q7 TWO-FAMILY (NO.of UNITS ) pe✓Yi ! ]' fI / C t�' v I / TOWNHOUSE e_ J01 C , / BUSINESS OFFICE _ CIL'I'l RETAIL- ; }& MERCANTILE t ,t FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER X , IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COS 3 FUEL TYPE: HEAT TYPE: *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? CVO PROPOSED USE OF BUILDING OR ADDITION:. 0,96 ic e- *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? No I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. l certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that ail work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agr arhbove. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ............................................................ _____._,._, , , Permission is hereby granted to the above This application / proposed action described 10 Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. 01 , Application: ; 1 1 , 1 1 1 , , , , , , , r , 0 BUILDING D APPROVAL ZONING APPROVAL 11 01 DATY S DATE 01 0 0 00 QUESTIONS? CALL 761-8256 OR EMAIL codes(ftueensbu ry.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.gueensbury.net Operating Permit Issued: Yes WNo Occupancy Type: Construction Classification: `V Assembly Occupancy Limit: ;//Y_ Special Conditions: /U Z117Town of Queensbury - Community Development Office - 742 Bray Road, Queensbury, NY 12804 QueensbuN Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: _ Inspector's Initials: Nk NAME: 4-,-Pyo- PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE--.^ f;omments• N a J 4' Building Number Address visible from road F✓ L/ Chimney Height/°B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches i rn Roof Complete/Exterior Finish Complete J sp Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs decks ias more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapp±d Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to silt plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazingI Window in stairwells safe lzin Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battey backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces;18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency ress below gn3de Gas Furnace shut-off within 30 feet or within line of site Oil Fumace shut-off at entrance to fumace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed../Heat Trap/Water TeMp 110 Enclosed Stairs Sheetrocc Underside minimum W Gypsum Basement stairs closed rise a 4 inches Garage Floor Pitched Garage fire roofin /I hour fire door/door closer Duct work Sealed proody Gas Logo in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondin As Built S tc System I Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if re aired Okay to issue C i C or C 10 Tem ora ermanedtl LABuilding&Codes ForrnstBuilding&Codesllnspec ion FormslResidenbal Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Page 1 of 1 n K 0 7-- �" t 0 N 4 � .l y Lv 2 u n CL cs Z-� http://webmail.ao 1.com/3 53 04/aol/en-us[Mail/get-attachment.aspx?uid=1.1993 5486&folde... 3/21/2008, Page 1 of 1 fY 1 L L .fl C <U 7 �L d A� S an Q F iL Z 00 N U Ip N i s ti .11 m s — c d T L A LL http://webmail.aol.com/35304/aol/en-us/N4ail/get-attachment.aspx?uid=1.19935486&folde... 3/21/2008. Page 1 of 1 Ile 'r S �► 1 n C7 W V N Q F nc ;t v L P7 iLk LL v s L w a http://webmail.aol.com/3 5304/aol/en-us/Mail/get-attachment.aspx?uid=l.1993 5486&folde... 3/21/2008 o o Cd P-4 42 01 00 W) m C*� Sher: Richard Her-miance 38 Neekv Hampshire okve OLl"ntiburl 12804 C, 03 4-; F 7' Cd CIO Ooo r Do,r J i 1 e /0-tv j ; I e j r 1-f-PICA-Al UA a pop.5�J'e-c, tq Hev aio,c j, I© Fee prop cifi Liy)e i cv- i c ( zi BclIc J CCeloli- s i Fee m a-i n k v u..S e- a I-1 7,1 fioaoll- Building hermit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Quecnsbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit Pile No,_O L,I_( , No ipection will be made until applicant has received a Fee Paid $ 5'9 0_p valid building permit. All applicants' spaces on this Rea.Fee Paid application must be completed and must appear on the $ Reviewed By;application form. ' Applicant: /brie-5 com ca..74 Owner: ,ei4 e/ f a k Address: t,i r ate /37n, i Address: Pp, awe '¢36 • v r- f 8.o ri✓�! /.02 e 0/ Phone#(g ld )af-, y/g-2,- Phone#( ) - • Property Location: Lot Number: / House Number / it mo.(1fr ce 4s • Subdivision Name: Tax Map Number: • "X' New Building: residence /commercial 'Estimated Market Value of Construction:$ A e--e' 0.0 Q Addition: residence/ commercial If an � 0 Alteration: residence,/ commercial Addition,what will use of new addition be? 0 4o change to exterior size: residence I eom'l • 0 Other work(describe • • ' Check Occupancylnformation 1"Floor 2"Floor Other floor Below sq.ft. sq.�, Total q sq.ft. Square Feet. 0 Single family dwelling • o Two famil dwellin O M Townhouee #ofunits d4- , 20S 0 g_ l go - • o Of$oe �-�3 r� O Mercantile • O Maaufaattudtl Q 1 oar detached e D 2 oar detached a e O 3 car detached a e O 1 oar attached ge O 2 oar attached ,e a 3 car attached ge , wandal t o Storage building- ~ - commercial S E P 3 2004 o Storage building.. TOWN OF 0_IEENSBURY residential • BUIL I 'c` \in r,o O er • • ,. . What is the proposed height of the structure a g—feet G' inches Will any second-hand or ungraded lumber be used? If so,for what? /r/0 Type of Heating System: electric/ oil / a /wood / reed hot air baseboard/other: Number of "'""""`"'"" to be installed ._,0_ Number of Madam to be installed 0 List below the s}responsible person(s) -�"p ( for supervision of work as regards to building codes: Name Address �.� Phone Number - -- Builder-- . -5 "Coo., y�laA9 ,re - Plutnber �' Y %vt - I .z Mason Bioctrician Deolnra e please sign below after you have careflilly 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 dote on the described premises and that an 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 A►dmiaistrator or Director of; ding and Codes,an ds Bull_ t s,u ;a by a licensed surveyor;drawn to scale,showing actual location of all no• on,tru-,... Signature: MA i...../.....E _ owner, er}s affi chit?ct,contractor Application for Permit -Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Location of installation: Mai/-fi + ,ryi�¢c Avg Office Use Tax Map No. / / File Permit No. 9-6 9 Owner's Name: /Jo e.J I --rrl-e Fee Paid Address: RO, evx' 3+56 , G'(Z my Ile 2. INSTALLER'S NAME : iM Ye 5 Covv 57YJ c7Z PHONE NO. '`1 t 4F-Z 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 S x 110 gal/bdrm = B BPECEi V D Garbage Grinder Installed yes / no X Spa or Hot Tub Installed yes ,/ noTO�c SAP 4 3 2004 BUILDING AND UFFNSBuRY 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) CODE '-•. a.• S•it ature Groun. Wa a Be•_ock or m•ervio s'Ma erial MIh- an• at what depth at what depth munici•al t 1 Rolling loam 7 feet 3 0 feet we Steep slope clay _%slope other dwell, water supply depth: from any septic-system absorption is ft. Percolation Test: (To be completed by licensed professional engineer or architect) other Rate: * s/i minute per inch '—a� LEs'S7194.1 .1rY„v✓r 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: /23 0 gallon(min.size 1,000 gal) C'sr 2 Loci 5 //LIE r S ft ep1ovax.) Tile Field: each trench SAD Sl7e �4s ''L f. Total Systeni Length: 1®C ft, .F pr c Pe--sr c-ft) 4', f'°''r Seepage Pit(s): number of size of each: ____._-_ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: 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. 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 f ueensbury Sanitary Sewage Disposal Ordinance, 8/7070/L Signature responsible person Date TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 431 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040692 Application Number: A20040692 Tax Map No: 523400-309-009-0003-086-000-0000 Permission is hereby granted to: HAYF,S CONSTI TCTTON('TROT TP For property located at: NEW HAMPSHIRE Ave in the Town of Queensbury,to constrict 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: HAYES CONSTUCTION GROUP 385 BAY Rd Apartments $200,000.00 QUEENSBURY, NY 12804-0000 Total Value 8200,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-692 4230 SQ FT 4 UNIT APARTMENT $592.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, December 22, 2005 (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 own Quee u d ay, December 22, 2004 • SIGNED BY for the Town of Queensbury. �.' Director of Building&Code Enforcement TOWN OF QUEENSBURYte 742 Ba Road ueensb NY 12804-5902 518 761-8201 �� Y ,Q �Y, � ) Community.Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040692 Date Issued: Wednesday, February 01, 2012 This is to certify that work requested to be done as shown by Permit Number P20040692 has been completed. Location: 48 NEW HAMPSHIRE Ave Tax Map Number: 523400-309-009-0003-086-000-0000 Owner: HAYES &HAYES, LLC Applicant: HAYES CONSTUCTION GROUP This structure may be occupied as a: Apartments By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. ° --(P9 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: C:\Documents and Settings\Dan Ryan\My Documents\Hayes Construction Group\Drawings\Building Plans\Apartments\4p1ex\rescheck4-plex.rck TITLE:4-Plex RECEIVED SEP 0 3 2004 COUNTY:Warren STATE:New York TOWN OF QUEENSBURY HDD:7635 BUILDING AND CODE CONSTRUCTION TYPE:Multifamily HEATING TYPE:Non-Electric DATE: 09/02/04 DATE OF PLANS: 8/30/04 PROJECT INFORMATION: New Hampshire Ave COMPANY INFORMATION: Hayes Construction COMPLIANCE:Passes Maximum UA=962 Your Home UA=582 39.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2208 30.0 0.0 77 Wall 1: Wood Frame, 16"o.c. 1836 19.0 0.0 88 Window 1: Vinyl Frame:Double Pane with Low-E 124 0.360 45 Door 1: Glass 160 0.350 56 Door 2: Solid 80 0.140 11 Wall 2: Wood Frame, 16"o.c. 1872 19.0 0.0 101 Window 2:Vinyl Frame:Double Pane with Low-E 186 0.360 . 67 Basement Wall 1: Solid Concrete or Masonry 1592 0.0 10.0 132 Wall height:7.8' Depth below grade:6.8' Insulation depth:4.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 160 30.0 0.0 5 Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or 4 specifications are in com fiance 'th this Code. Builder/Designer Date OA y OF NE11/ � oP��LA, job, r 2 /' z `\.011/O. 0790 R °FESSIONP�' RESclieck Inspection Checklist New York State Energy Conservation Construction Code • REScheckSoflware Version 3.5 Release lc DATE:09/02/04 1'1'1LE:4-Plex Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.8'ht/6.8'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor:0.350 Comments: [ ] 2. Door 2: Solid,U-factor:0.140 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-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 pobls must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature _ 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) w ti:, Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1c Data filename:C:\Documents and Settings\Dan Ryan\My Documents\VISION\Projects\Hayes Construction\4-plex\rescheck4-plex.rck TITLE:4-Plex COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Multifamily HEATING TYPE:Non-Electric DATE: 12/07/04 DATE OF PLANS:Dec.2004 COMPANY INFORMATION: Hayes Constructio NOTES: Garage or Bonus Room not included. COMPLIANCE:Passes Maximum UA=960 Your Home UA=579 39.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2117 30.0 0.0 74 _ _ Wall 1:Wood Frame, 16" o.c. 1836 19.0 0.0 $g Window 1:Vinyl Frame:Double Pane with Low-E 124 0.360 45 Door 1: Glass 160 0.350 56 Door 2:Solid 80 0.140 11 Wall 2:Wood Frame, 16"o.c. 1872 19.0 0.0 101 Window 2:Vinyl Frame:Double Pane with Low-E 186 0.360 67 Basement Wall 1:Solid Concrete or Masonry 1592 0.0 10.0 132 Wall height:7.8' Depth below grade:6.8' Insulation depth:4.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 160 30.0 0.0 5 Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or speccations are in compliance wit is Code. Builder/Designer Date C 1,11 I" rT rQ� t, 1 m I °O o O. 079 06' <e," R°FEs s�oNP rI'EScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1c DATE: 12/07/04 TITLE:4-Plex Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.8'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor:0.350 Comments: [ ] 2. Door 2:Solid,U-factor:0.140 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-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% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 , and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) S -`hhss ` fit-tr O Multiple Dwelling, Hotel, Motel Apartment Final Inspection Repo Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: �J NAME: if' e.S PERMIT# 0/fr. LOCATION: SATE: Y N NA COMMENTS: Chimney Height/ "B" Vent / Direct Vent Location Plumb Vent Thru Roof Minimum 6" eQr/ red Roof Complete Exterior Finish Complete / Finish Grade 6" In 10' Drop Interior/Exterior Railings 34 Into 38 in. / 36" Landing, I 3c 07 Decks, Porches Exterior Handrails, Balconies, Landing 30" Or More Interior Handrails Balconies / Landing 30" Or More Interior Handrails Stairs 1 or More Risers Guardrails 42", Ballisters 4" Minimum Spacing C 10Se Vestibules For Exit Doors > 3000 sq. ff. !' Doors 36" / Lever Handles Headroom 6' 8" on Stairs 007 Bathroom / Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom, Interconnected Battery Backup Carbon Monoxide Alarm - lowest sleeping level Bathroom Fans / Plumbing Fixtures Complete Foundation Insulation • Fire Separation, 3/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour/Fire Door 3/4, 1 1/2, 2 Hour Handicapped Accessibility/ Handicapped Parking/Signage Gas Log In Sealed or Glass Enclosure Gas Valve.Shut-Off Exposed /Regulator 18" Above Grade Gas Furnace Shut-Off Within 30 ff. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace / Hot Water Heater Operating / Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap /Water temp 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed Furnace In Separate Room / Protected (In Garage) Light Ventilation per Room /Safety Glazing Attic Access 30" x 20" x 30" (H) / Crawl Space 18" x 24" Final Electrical Site Plan/Variance Required • Final Survey Plot Plan /Flood Plain Certification, if Req. As-built Septic System Layout Required Building /Apartment Number on Building or Driveway Build Access All Sides by 20', Driveable Surface 20" Wide Okay To Issue Temp CIO or Permanent CO (circle one) Okay To Issue C/C L:\B&C APPLICATIONS-OFFICE USE\MULTIPLE DWELLING.doc (0 k_e, Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am! m kpiartc:1p !1 ` am/pm Date Inspection request received: d K Inspector's Initials: /f, f? NAME:' e6- iQC� PERMIT#. -� LOCATION: _ ` ,r � -r,—c- , DATE: TYPE OF STRUCTURE: r 460c4— , Commen r , Y Fdo i�/A I' 4" Building Number Address visible from road __. Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers ��■ Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches illi Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 0 k- 1- , 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade �. ca&-2--- Interior privacy I trim/doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Win,,ow in stairwells safety gl ing Interior Smoke D-,ectors/Carbon M1�noxid= Detectors �— Every level: Ev Bed m: Outside every bedroo rea: Inter Connected: Battery backu+: 1/141 1. k) I Attic access 30 inches x 22 inches x 30 inches(height),in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification - PP ...._______ ________. Floor truss,draft stopping finished basement 1�000 sq.ft. " Emergency egress below grade C)b " Gas Furnace shut-off within 30 feet or within line of site i Oil Furnace shut-off at entrance to furnace area 0�--Z ci A-5 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap!Water Temp 110 J ` Enclosed Stairs Sheetrock Underside minimum Gypsum n ��7"� Basement stairs closed rise>4 inches O d"� Garage Floor Pitched Garage fireproofing/3/.hour fire door/door closer l-�" ' '_ Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical (�;.,�.r.�'y�-� Final Survey Plot Plan • � f":1N\11\-/L1)-44rC:--54--.)12-1, Arc Fault Breaker in Bedrooms ��,Flex Gas Pipe Bonding ,A. ram.--(_t `_)l�- . As Built Septic System/Sewer Dept. Inspection Sticker `, _ Site Plan /Variance required g,f` i i Flood Plain Certification,if required Okay to issue C/C or C/O(Temporary l Permanent] I/ ) t . L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 ueensbury Building & Code Enforcement - Residential Final Inspection 1-3F-L---- Office No. (518) 761-8256 7/?�X G(2 Arrive: am/pm Depart - k am/pm Date Inspection request received: Inspector's Initials: NAME:'l Co,s'f'vC tcA, 6rc)L{ PER T#: O - 10 LOCATION: Rau, ( Ci.Ai,Q •e l ►re-T, DATE: _ TYPE OF STRUCTURE: Comments: LW No WA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location it; 0 • -ecir_Y t,-�t4-�Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches V �'�``� �— Roof Complete/Exterior Finish Complete Platform at all exterior doors 0 �1 E Ex� Handrail 4 or more risers ^ Guards at stairs,decks,patios more than 30 inches above grade C3VZ� `sir 4 Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more - Handrail Termination at Newell Post or Wall ` Interior/Exterior Railings 34 inches to 38 inches V Deck Bracing/Handicapped Ramp Compliant t5 -, L��.`� Grade away from foundation 6 inches with 10 feeti'l 6 inch clearance to sill plate v Gas Valve shut-off exposed/regulator 18 inches above grade A l'' �_,�� Interior privacy I trim/doors/main entrance 36 inches --�t� (k, �, moors Bathroom/Kitchen watertight y�� Safety glazing/Wi in stairwells safety ing �� Interior Smoke D ectors/Carbon noxi Detectors Every level: Eve Bedr m: / Outside every bedroom rea: Y Inter Connected: Battery backup: :23 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / ^ �� ` \i J Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:1W sq.ft.vents Y - )* )-("-3- ( '----- Bathroom Fans,if no window V; _ Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade j V ie Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating 7 C� Low water shut-off boiler f Relief Valve(s)installed/Heat Trap/Water Temp 110 ( ' V:/ Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum ��/// Basement stairs closed rise>4 inches Garage Floor Pitched V Garage fireproofing/3/4 hour fire door/door closer /° Duct work Sealed properly ,/ Gas Logs in Sealed or Glass Enclosure, Final Electrical ``-T� v.//(4/ Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding -Li As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0 E Temporary/Permanent] 0 L:\Building&Codes Forms\Building&CodesUnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008 - . . g-(D Septic Inspection Report Office No. (518) 761-8256 Date Ins ection requ' r: -d: Queensbury Building &Code Enforcement Arrive: `1,-Ga a 1pm 'epart: -‘,kr0 am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: G P • 1'IT NO.: i I� LOCATION: N '�t(,�C� Are. I I.E -{�� CT ON: �� Q� RECHECK: Comments and/or diagram Soil Type: :and o..• ay Type of Water: M .n' '.- Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length i 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 Ii" Lj 1-- � Tank to Distribution Box ` Distribution Box to Field / Pit / /-'?" �- �� V Opening Sealed: Y Nr End Cap N Inlet/Outlet Pipes &Baffles Y N `/\ L \ Location/ Separations I D '� 4 Foundation to tank ft. Foundation to absorption AIL ft. Se•aration of Pits AM ft. Conforms as •er Plot Plan AWAY N En•ineer Re••rt and As-Built maw N Location of System on Property: ' ' i Front Rear Left Si•- fight Side Mi ont Middle Rear E S stem Use Status. ' e.roved '-artial Approved and n s to be a-' cted, lease ca 'n lc Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc - • (2 : 00) 2 - urs,.,e7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection re' • et ed: Queensbury Building&Code Enforcement Arrive: . 0:f p epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:'t- a NAME: kFi•-ireS PE'4 IT#: (21 / ' 7 Z LOCATION: )J ,S/,'r e _ IN:PECT ON: &= 7—C�" TYPE OF STRUCTURE: Comments Y N N/A Footings wi, tJ bE�\� 1J\T— MonoIithic Slab Reinforcement in Place The contractor is responsible for `ice providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date Inls cti request received: Queensbury Building &Code Enforcement Arrive: am/pc�D part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspe or's Initials: -�r NAME: A'llLO PERMIT NO.: d `0 LOCATION: �'-l� t4 '4'd'r'- _ .c� ", � � j�l�� rTv INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance _ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length 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 Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _ Y N End Cap Y_N Inlet/Outlet Pipes &Baffles _Y_ N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. P J z/ Conforms as per Plot Plan Y N A' 1� Engineer Report and As-Built Y_ N - Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Ap oved rtial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Reportdoc f—� /100 fr‘f -7 Septic Inspection Report Office No. (518) 761-8256 Date In ppckrvieguest received: Queensbury Building &Code Enforcement Arrive: am/ De rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspe is Initials: , NAME: • PERMIT NO.: LOCATION: r -e 1/�, INSPECT ON: , RECHECK: Comments and/or diagram Soil Type: Sand / Loam/ Clay Type of Water: Municipal / Well Water Waterline separation distance ft. 1R Well separation distance ft. �� _ Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length tv ft. T &V j G U SC 1,,P Length of each trench ft. Depth of trenches eft. Size of Stone 127 Seepage Pits: Number Size: Stone Size: 6C/a# Piping Size Type Building to tank IL Tank to Distribution Box CJ�.1 ( �� ` o Distribution Box to Field / Pit Opening Sealed: N End Cap AN Inlet/Outlet Pipes &Baffles _Y_ N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built _Y_ N Lp& G- v `1 ?ftC)v Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Stat s: oved artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved • Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Reportdoc acier loeftr)z . C L-7 ,. Septic Inspection Report Office No. (518) 761-8256 Date Inspection equest received: Queensbury Building &Code Enforcement Arrive: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: 41/4.7c.„) PERMIT NO.: LOCATION: G SG.-gif INSPECT ON: • r RECHECK: Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. • Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: Stone Size: Piping Size Type </'(Building to tank Tank to Distribution Box / l� Distribution Box to Field / Pit (� Opening Sealed: Y_N End Cap _Y_N Inlet/Outlet Pipes & Baffles _Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y Engineer Report and As-Built _Y_ N Autpoukd 60-Co , )4 f Location of System on Property: Front Rear Left Side ight Side Middle Front Middle Rear System Use Status: Approved f Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc /D—/Z ? cD Septic Inspection Report Office No. (518) 761-8256 Date Ins nj ectioequest received: Queensbury Building &Code Enforcement Arrive: `1.- O am/pm „Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: --J c fj�/ g NAME: a PERMIT NO.: C/ r� LO CATION:0N: c�tiP'�f INSPECT ON: _ --22 _6:1 RECHECK: Comments and/or diagram Soil Ty - / Loam / Clay Type of Water Mu 'cip / Well Water • Water' aration distance ft. Well separation distance ft. � 6 �VAX" v ti).t7e (/.)( Other wells: ft. c _ Well Casing Length 50' + / - Y N N/A �A t) .-r "g'.,. - Cc_67-4-/t) C) Absorption Field: Total length -(/� ft. Length of each trench Ste' ft. �� D� Depth of trenches Z.- ft. ,/ Size of Stone 7/ Seepage Pits: Number Size: x Stone Size: � O- --c) � vT ('ov( i Piping Sine Type i Building to tank rli( 6'6 / 6 Tank to Distribution Box GL �j � 35" Distribution Box to Field / Pit // Ix ul Opening Sealed: VY_ End Cap Y _ Ex,0c)' A4L ,,c.jV C4/005. Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank /0 ft. Foundation to absorption ft. Separation of Pits / ft./ Conforms as per Plot Plan I Y ,Pu Engineer Report and As-Built _Y N ,06\fri \.� 6 ' A fPRovA ice( 5ct5, Location of System on Property: Front Rear Left Side Rig .- Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved • Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc ;. (d- -?- (\'' Septic Inspection Repos Office No. (518) 761-8256 Date Ins ection req - �� I Li 0 Queensbury Building &Code Enforcement Arrive: 11:00 aart: a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. NAME: 144/tel ` PER NO.: ® �`� LOCATION: ,0 rC INSPECT ON: 7 11+10r RECHECK: AA Comments and/or diagram Soil Typ: 9 it oam/ Clay Type of Watei . ci•- f ell Water Wateriin seeparation distance M'- ft. Well separation distance ft. '13 & F Other wells: ft. Well Casing Length 50' + / - Y N N/A \1i`0 t3 �-c-\ Absorption Field: Total length '711::>t7 ft. 3/' Length of each trench H 5-dft. �F\�� Depth of trenches 7—� ft. �1 � Size of Stone .A'� �z z, Seepage Pits: Numbers ��\ �`� Size: x Stone Size: Piping Size Type Building to tank IA" c-ii y0 Tank to Distribution Box " i ) �� Distribution Box to Field/ Pit �� h, 77,.; l� uc`\�� Opening Sealed: �(N End Cap _N Inlet/Outlet Pipes &Baffles _Y_ N Location/ Separations Foundation to tank V t ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan . Y Engineer Report and As-Built _Y_ N Location of System on Property: Front Rear Side Right Side Middle Front Middle Rear S stem Use Stat . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc fl1OL/JL1 Rough Plumbing I Insulation In pection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: k) i c am/pm 742 Bay Road, Queensbury, NY 12804- Inspector's Initials:&AI) NAME: :61 �5 PERMIT #: LOCATION: - Ali re 1 INSPECT ON: .1 TYPE OF STRUCTURE: `" Y N N/AJ Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air ad O"P.S.I or 15 minutes 'Insulatio / Residential Check/Commercial Check- yv r Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: f_ `ct tAf Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 (7_,, yr,- Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: (ptl US l Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 6,1) NAME: l449" "e S Co►-sk-ry l., Gf-eici PERMIT #: U Lf 4 9 Z LOCATION: Nevi ,,.r5,. (t-e.- INSPECT ON: ,�//o ' TYPE OF STRUCTURE: kr I Y N/A] l,oughP,lurbing'J Nail Plates ;, .r Plumbing Vent/ Vents in Place ` '" 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain /Venter` -- _-- „ p 1 Airy-'/ Head �<J a , g_o:� 5 P.S.I. or 10 ft. above highest connection for 15 minutes _ Pressure -- . ,, y..* Supply Piping - Air/ Head L : - - `' 50 P.S.I for 15 minutes 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 properl / No duct tape COMMENTS: j\$ 1ZT) 1 °. P1 <VX'>& 143171,,,, „,,,,-„,._:,,,_a,„„.:, 1\--tLcc t13 1VW,„ i)-KYT(7 --5 ,_._ Z 2-)(- 0_C — M t ,. ,::``: K) : p4 A ,, l HYNJs.tiF .,-: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ( ��i d . �4 Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 6g.t1) NAME: WI 5 Ca'` e RMIT #: G`1- le 2- LOCATION: N P2(1 ;' ,(1; i INSPECT ON: 0-1///CS TYPE OF STRUCTURE: 1 P Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes ))'E Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent; Attic Vent (k/ Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: k-A-5-1MA-t- 73c) eix.ci\'IP F1-0-z,-0 145C- 1)2__Xt- .1----- Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: t2 \,cam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: __ l NAME: kOr ,� PERMIT#: 4 "6 l� a LOCATION: tAr0415G4 AZ INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 '/2 inch minimum Drain Size Washing - hine Drain 2 inch minimum Cleapefit every. 10 feet I change of direction P'eessure Test Drain /Vent Air/Head c _ 5 P.S.I. or ft. above highest connection for 15.minutes -- - est ;. Water Supply Piping Air/Head " 4 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check Tyvek or Similar Exterior Sealant • Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape 7kz'kiR& v_4 f COMMENTS: KI.-a01) V r`( SX WP/ J '� : 13Ak kiL)14A•-•iitf•-- Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15;2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart:/_.1cc am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: (�— NAME: /1 e ' PERMIT #: - 12 LOCATION: I`I -7-ft- sL C _ INSPECT ON: TYPE OF STRUCTURE: ram , Y N N/AJ Rough Plumbing / ail Plates umbing_Venty/Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test / Drain /Vent i7 ;'a Air/Head A +;� 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test l Water Supply Piping PPy P g � 1 1 , ead '' I' • 50 r.S.I for 15 minutes `- ulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rik - — tokyk-toQ, Rg-A-1\--( Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 (earI/ ��S /1-3 _,..//i fi�� , Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins action re• �f' ` ► ► - Queensbury Building &Code Enforcement Arrive: Qc a %• - • - : - a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. e NAME: r PE,-. IT #: LOCATION: fp Alec...) Ra7„061t;ic-e._ INSPECT ON: il' - 3-=O . ' TYPE OF STRUCTURE: Y N /A Rough Piumbin Nail Plates i �`�`�IA �,� Plumb' ant/Vents in Place " t. 1 Y2 inch minimum Drain Size '' -tik Washing Machine Drain 2 inch minimum / � � �� Cleanout every 100 feet/change of direction C Pressure Test �R=V-CX P� �rs 'n /Vent - t�CA 5 Air ead _ 5 P.S.I. or 10 ft. above highest connection for 15 mlkk. . - Pressure Test "�', ' - Water Supply Piping - - Air/Head 50 P.S.I for 15 minutes Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent - Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reporkrevised Nov 17 2003, revised February 15,2005,revised January 7,2008 /0-/Z. Wic-5--- b/i . Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �" � NAME: Waye-5 PERMIT#: LOCATION: �1 ��,- ,5kr-e. A' e_ INSPECT ON: - TYPE OF STRUCTURE: MT 2- Y N , N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air. •ead 0 PS. •r 15 minutes Insulation /Residential Check/Commercial Check T e 7'-;- ithilai Exterior Sealant Proper Vent, Attic VentY \i Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace ' Duct work sealed properly/No duct tape ,_.. 14 COMMENTS: R-- --2-,, eikiod-(_M --°`'�,,.,��+ 1.Y%' .a Ix 1l lb— t Ct k"A.)—M114 til iv !r Rough Plumbing Insulation ReporLrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 446--- /a 77/0Ko. •, , Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart 0�"`am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 0-4 °' ,l NAME: 'l PERMIT #: /_ LOCATION: Pn iiI INSPECT ON: IIIWA . TYPE OF STRUCTURE: Ni. ' Y i 6� N/A Rough Plumbing / ail Plates lumbinq Ve ents in Place —N/ 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes- Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COM , i‘gf t r ( ril 4:T.'' V I:45:CriLl' MENTS: kt ‘s)fiL 47E5- ,. ,, „,,,.. „,,,,,,- ,, ,,, , , ,.._ ,,, ,,,,E <-'.iztr ca/ttb„„,..,..:?,,, <iet4 ,72 ,40-. .. gr-K-;-'j-% . t`{, r�j'''gj[jY�) (yam . f4}-,,� e1/4 y�) t{gyp^{. y. iLi- Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 --2,- 9 Ver4,e Rough Plumbing I Insulation Inspeq ' n Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm • part: \A() am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: f NAME: e--5 PERMIT#:• f '- LOCATION: IV ,54 it . A i� INSPECT ON: -Qs' * ) TYPE OF S RUCTURE: Y N NIA ] Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 IA inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test pply Piping Hea 50 P.S.I for 5 minutes Insulation /R idential Check/Commercial Check Tyvek or Si liar Exterior Sealant ent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: 1R . 1 .D ka‘K)-(c) QCWLJL30 ¼ Rough Plumbing Insulation Report,revised Nov 17 2003, revised February 15,2005, revised January 7,2008 vow\ n Noolv Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request ec: v-•: 7-0 Queensbury Building & Code Enforcement Arrive: kV-AD a p ' 'art: d J�� am/Air 742 Bay Road, Queensbury, NY 12804 Inspector's Initials � NAME: 1 1 c5 G<? - PERM #: LOCATION: N w-ve INSPE ON: qa-//07( TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum V/if Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent CE -Head "P.S.I.if 10 ft. above highest connection for 15 minutes sure Test er Supply Piping A' lead 0 P.S.I for 15 minutes 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 / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Ins.ection re., - -•- . -E Queensbury Building&Code Enforcement Arrive: ►, �. .- .•.., : 742 Bay Road, Queensbury,NY 12804 Inspector's Init'.- �A,k ppr NAME: f r`I c (oti,S r✓cam-, A-- PERMIT#: LOCATION: U N P.Z,v ( c-.-p ;r.P . Ore__ INSPECT ON: ) TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum 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 ''A(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center e and water 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 ''A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade /0 ' 0 0 rn . 6 ka di,c. Framing / Firestopping Ins ction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: / 1 ton am/pm 4/11)742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1f ` NAME: -'S PERMIT#: C `__ LOCATION: P, 1-'iA, l ivv P#A- INSPECT ON: 0 TYPE OF STRUCTURE: ‘14K5 I N/A .2 COMMENTS: Framing ttic ss 22" x 30" minimum �� Jack Studs/Headers C //tv A- Bracin /Bridging V `��.- U )144,-.6--c— Joist hangers / e3Q Jack Posts/Main Beams V Exterior sheeting nailed properly 12"O.C. VA)0-A ' 7 -hcY A--I rZ Headroom 6 ft. 8 in. Stairwells 36 in. or more c c Yee Exterior Deck Bracing Headroom 6 ft. 8 in. !"1; �'► i ..4 Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate �-'" 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall i -, Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDlsuitding&Codesvnspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: "2-/'2 "0 Queensbury Building&Code Enforcement Arrive: am/pm Depart:. am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ‘ L) NAME: ;)-P S u 57 0 f f 2 PERMIT#: C)`$'`4 - LOCATION: f 1-/a ,-, �51 , j <' tSPECT ON: �/ /C>S TYPE OF STRUCTURE: ..ki° Y N N/A COMMENTS Traming Attic Access 22"x 30"minimum V Jack Studs/Headers Bracing/Bridging q-L6AditAi Joist hangers ^ r Jack Posts/Main Beams Exterior sheeting nailed properly (� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more erkl Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate W '4v 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses �--0-.NA" %."1_ Anchor Bolts 6 ft. or less on center 91-2-1` 5- -- Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour 14 '- v� ��C ppin Firesto y g VVV�� Penetration sealed ' ` )v 'N 16 inch insulation in cavity min. l.L..W — 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 f- 3 tAë/ e& 2)i ///% Foundation Inspection Report - /-3 Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1 • am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ...1(z-lam NAME: 1 r ' PERMIT#: (U�2 .-/- LOCATION: •11.r. ; i.,„ 'h.jre . AZ. INSPECT ON: TYPE OF STRUCTURE: Comments .----- x /N NIA,F Footings '!Co 7:52i. / 1 Monolithic Slab / Reinforcement in Place Z The contractor is responsible for ✓ , providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ` Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ft-OL II -t E2)/Y YY/07 -13111 Foundation Inspection Report Office No.(518)761-8256 Date Insptionquest received: Queensbury Building&Code Enforcement Ariive am/pN Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 9 c PERMIT#: () 1 ` 67 a LOCATION: r f e A s/e 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. : en: s or' is p .S- - site. Foundation/Wallpour Reinfo�=ni•nt it ace Foo ,rg Dowels o Keyway in place Fo I dation D: r•pproofmg Foun.F: : ` aterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\roundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2 - 4' .. 7AJ - -,', S/4 // Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 7s(1. _am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4 NAME: , dc 5 PERMIT#: C.1 V.....‘"?a 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 Footing Dowels or Keyway in place F6' -/511 e,41 )oGL- _— Foundation Waterproofing / S (y 'Drain Daylight or Sump CO Footing Drain Stone: ��-- 4 i �C)T f 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval=; • == = ram b-o Plumbing Under Slab PVC/Cast/Copper C7 R 0-r i'iC j 7 j1 Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Form\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque ve Queensbury Building&Code Enforcement Arrive: \s-tea m t: = • 742 Bay Road, Queensbury,NY 12804 Inspector's Initi • NAME: aS PERMIT#: (Y/ 4-2E LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N /A Framing COMMENTS ss 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. • Headroom 6 ft. 8 in. j.2 101- Stairwells 36 in. or more \ ._1 _ WNW Headroom 6 ft. 8 in. r-, '-2 Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate \)- ts c,-c)C3-VZ• \u 1 '/z(w) 16 gauge(8) 16D nails each side v'\ Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour 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 I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 411111bili, TOWN OF QUEENSBURY oro742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 MEMO TO FILE HAYES&HAYES APARTMENT COMPLEX REVIEW SEPTEMBER 24,2004 Items that need to be done: 1. The entire building needs to be provided with a sprinkler system. A sprinkler system drawing must be provided to this office for review prior to installation. A note needs to be put on the drawings that the sprinkler system will be installed in conformance with the NFPA Standard,13R Standard. 2. The fire partition tenant separations and draft stopping must continue above each apartment within the attic area. Therefore, one truss lining up with each separation wall between each unit must be sheeted with sheetrock or plywood or OSB in order to meet this requirement. / 7e4,0e` ci- -5Xr E ,b cn. (,.,4//.� r.,JCet4 d / C/.4 DcJ�`r✓L 3. We have no light and ventilation sheet for each apartment. 4. The stairs must have a seven inch rise, eleven inch tread. Handrails and guards are required. Guards must be at 42 inches in height. 5. There must be a sound transmission system between each apartment meeting an STC rating of 50. 6. We need all structural calculations for this building. Note: Tenant drawings are not adequate. We must see calculations that go along with ground, snow load, wind load,and floor load as well as seismic. ) 3 jYs 4I Afro-J s P(�r� 'cf Cr4 "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 P observed, or believe I saw evidence of, Site 581111afistics i ° s houses, wells, trees, fences, etc., St .- ' 'rlmerlt. I also represent that ( have TAX MAP PARCEL: 309.09-3-86 i 1 d the stances set forth on the diagram." XNAWW MW SITE AREA: 0.54 ACRES (23,438 sf) I q! p STONE DRIVE ZONING: MR-5 ---J BUILDIN I r r E jAi 6 FT. STOCKADE FENCE 1 aw n ALONG REAR PROPERTY LINE ' • - RATE: tmin s..�/rn (FOR TYPE B BUFFER) Site Utiliza tion i NO�fE: TEST__�3 AT H" ��N A BOTTuw Z BUILDING AREA: 2 280 sf = 9.7% l 5oe•�,,,° 1250 GAL. SEPTIC _ N _ 2 .4a' w _ TANK (TYP.) 1 PARKING LOT. 3,508 sf = 15.OX � } c x > PATIOS/PAVEMENTS: 710 sf = 3.OX I N m PERMEABLE AREA: 16,940 sf - 72.3X (30X REQUIRED) _ o ....._ c.� -..... u-eooc soe•�s za° REQUIRED PARKING: 1.5 per UNIT = 6.0 SPACES I w soe`4s'r7'w `� 1 1 - ` ' 80."7�+•• � � ...._ PROPOSED PARKING: 6 SPACES �O p 1004 � ee.ae' I I _ I I ' N -_ \ BUILDING HEIGHT - 28' (40' MAXIMUM) I Exil"M sass POOL I e Pr. x s fr. x + fr. f 1 8 .8 o 0 0- EXISTING TREES/FOREST ' DEEP. 1 TO REMAIN (FOR TYPE B BUFFER) Building Setbacks >; 6,LO s I ft. ❑ r I I I PROPOSED REQUIRED 0.15 acres aII ❑ ❑ � �I I I c� FRONT (N.H. AVE): 39.3 t 30.0 AC C REAR: 22., f 10.0 0I L _PLEX ' �EXISTING FENCE NO OM SIDE (NORTH): 80.8t 10.0 (n TO BE REM,7,/ED ❑ av�c Ts fz SIDE (SOUTH): 63.8't 10.0' �AE '2 sic/in 61 I 1_ �o OSTORY - � WOOD FRAME .»- HOUSE ' .E I I N GRADING EROSION & SEDIMENT CONTROL NOTES I \PF -~�t I ---• �` "� I I m 1. DURING AND UPON COMPLETION OF GRANNG AND EXCAVATION WORK, CONTRACTOR ~ I - 1 1 = SHALL INSTALL TEMPORARY EROSION CONTPOL DEVICES IN AREAS OF CONCENTRATED WI o I LOT 2 FLOW AND SLOPES STEEPER THAN 20%. USE BIODEGRADABLE BURLAP OR A SIMILAR ae.as' I I r� 23,438 sq. ft. PRODUCT AND KEEP IN PLACE UNTIL VEGETi1TI0N IS ESTABLISHED. Noe•4e'»•E I 0.54 acres O ; -�-- 2. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS \ ` - I A ASPHALT PAVED POSSIBLE TO PREVENT EROSION, AND EV£ y BARE EARTH AREA SHALL BE < " 132.88. \ PARKING LOT SEEDED AND MULCHED BY OCTOBER 1st. •E O1 L I 3. THE CONTRACTOR SHALL COMPLY WITH T•E NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF ® THE SOIL AND WATER CONSERVATION SOCi rf- 0 Nt _ IRF- 4. SLOPE GRADE AWAY FROM BUILDING MIN►NUM 5X FOR FIRST TEN FEET. 0 ' - -- __._ . (LAYING GRADES SHALL BE CONSTRUCTED TO PROMTE DRAINAGE AWAY FROM BUILDING HAAfPSD --- OWN AND TO COLLECTION AREAS INDICATED.. R AVE *AV E z � Lighting 8' x 10' SITE LIGHTING WILL BE PROVIDED BY BUILDING MOUNTED EXTERIOR RESIDENTIAL LIGHTS. A MINIMUM OF ; F.C. WILL BE PROVIDED PATIO typ. (ELEV. 98.67 ) AT WALKWAYS AND PATIOS. THE LIGHllNG RATIO WILL BE LESS THAN 4 TO 1. SEE BUILDING LAYOUT FOR SPECIFIC LIGHTING FIXTURE INFORMATION. sH LIGHT typ. 3 loc's 01 TE P LAN o © o otes 00 242.�5 Landscape•.- ,,r •• .- PORTFOLIO L # (WALL MOUNT;D60 WATT) 1'= 20' - ... . : _ Y - ION •; :_ - #.: NO,�-: �1'T 'IS A VIOLATION OF SECTION 7209 SUBDIVISION v - NO WELLS EXIST WITHIN THE REQUIRED SEPARATION 1. THE CONTRACTOR SHALL INSTALL`' TOPSOIL IN LAWN AREAS. 2 OF THE NEW YORK STATE EDUCATION LAW CONTRACTOR SHALL PROVIDE FINE :;i i:DING AND REQUIRED SOIL FOR ANY PERSON, UNLESS ACTING UNDER THE DISTANCES AS SET FORTH IN APPENDIX 75-A "WASTEWATER DIRECTION OF A LICENSED PROFESSIONAL TR'ATMENT STANDARDS" FOR THE SYSTEM COMPONENTS AMENDMENTS. ENGINEER, TO ALTER THIS DOCUMENT IN ANY ~ 2. AREAS SHOWN AS LAWN SHALL L{; SEEDED AT A RATE OF 5LBS WAY. IF AN ITEM BEARING THE SEAL OF AN GRADE ELEVATION 2'-0" WIDE INDICATED ABOVE. ENGINEER IS ALTERED, THE ALTERING ENGINEER 98.5 AT PERIMETER EAVE TRENCH PER 1000 SF. PLACE STARTER t=E1�'tIIZER (5-10-5) AT 40LBS PER SHALL AFFIX TO THE ITEM HIS SEAL AND THE 1000 SF AND MULCH AREA WITH, ST SAW. NOTATION "ALTERED BY" FOLLOWED BY HIS 3. PLANTING SOIL FOR BACKFILL OF SEW PLANTS AND PREPARATION SIGNATURE, THE DATE OF SUCH ALTERATION, t4 4-PLEX OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL; 1 PART AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NOTE: (FIN. 1ST FLOOR 100.0 ) COMPOSTED MANURE; 1 PART PEAT MOSS; AND FERTILIZER (5-10-5) I GRADE SHALL SLOPE MIN. AT A RATE OF 1 LB PER 20 SF. REVISIONS 6 INCHES IN FIRST 10 FT. •- AWAY FROM BUILDING. PROVIDE LIGHT typ. 4 loc's 4. MULCH FOR AROUND TREES AND SHRUBS SHALL BE COARSE REV. DATE DESCRIPTION e MIN. 27 SLOPE AT ALL OTHER • PORTFOLIO MODEL #24226 SHREDDED BARK MULCH FREE OF WOOD CHIPS, LEAVES, OR OTHER LOCATIONS. (yyliEL,. MOUNT; 60 WATT) UNACCEPTABLE MATERIALS. 4 8/2/04 PLANNING BD/CT MALE COMMENTS 3 6/1/04 REVISED PLANS FOUR PLEX s a aa . � ENGINEERS STAMP: a s++ _ sH sc sH � 0 o a o : - APPLICANT: i 2FT X 2FT X 4FT DEEP s �s - c1 2FT X 2FT X 4FT DEEP - IV DRYWELL. SURROUND WITH - DRYWELL. SURROUND WITH NOEL D'LABONTE III P.O. MIN. 1 FT. OF #2 STONE AND MIN. 1 FT. OF #2 STONE AND P 0 BOX 3436 FILTER FABRIC , GLENS FALLS, N.Y. 12801 OF WEgy y0 FILTER FABRIC . � -• -� � !• � ' (T/GRATE 94.5 ) 8 RAD. 98•0' �--4 SIDEWALK 98.0 gg,0 8 RAD. (T/GRATE 94.5 ) DRAWING PREPARED BY: (ELEV. 98.5't) S PROJECT LOCATION DANIEL W. RYAN, P.E. n- � - - :::: c �' 6" CURB a 97•0 - - - - - 10 KIMBERLY LANE i S 97.0 F i 96.0 M QUENSBURY N.Y. 12804 4 � o co790 / 95.0 r 300rn ARc�Ess 95.0 ASPHALT PAVED l CEiVED I I I I 18 typ. o PARKING LOT GRASS LINED SWALE/ RM RM 1 1 RETENTION AREA 5 » I I I o Sip Q 3 2004 1 I1 [3 I I 2 _I (16'x30'X1.5' DEPTH) I I I I SLOPE 98.0' SLOPE I ND COD AS NOTED / eTV Rd �� DATE: 611104.: •E 6 I I Luz �► o ` J 3 97.0 „ I _ d; DRAWN BY: NL I t / I I 1 •�---I I CLIENT NAME AND LOCATION RAISED BED I GRASS LINED SWALE/ t \ RETENTION AREA 8'RAC '� � � 8'RAD. (16 x30 x1.5 DEPTH) \ SLOP •97.0 SLOPE SLOPE •97.0Sit LanG�sca Schedule DRAWING TITLE I ce,i tinkb 28' min. ,,,.,r.r ; S/TE PLAN DE NA7ION BOTANICAL NAME COMMON NAME SIZE �--- (ASSUMED ROAD ELEV. 98.5 ) ---� INS SPIREA BUMALDA ANTHONY WATERER ANTHONY WATERER SPIREA 3 GAL. a �' a j SH ILEX GLABRA SHAMROCK COMPACT SHAMROCK HOLLY 24-30" I Sc PPUNUS C►STENA RED LEAF SANDCHERRY 4-5' HT. DRAWING NO. 4 UNIT BUILDING LAYOUTPS SPIREA JAPONICA LITTLE PRINCESS LITTLE PRINCESS SPIREA 3 GAL. . F SCALE 1"= 10, CB BERBER►S THUN. CRIMSON PIGMY CRIMSON PIGMY BARBERRY 3 GAL. AA THUJ4 OCCIDENTALIS AMERICAN ARBROVITAE 4-5' HT. 4 DWG 1 OF 3 RM ACER RUBRUM RED MAPLE 6' HT. MIN. SITE LOCATION MAP F RECOMMEND ALL ACCESS APPROXIMATE & C T OPENINGS CONCRETE OR STONE FINISH GRADE.FINISH GRADE BE RAISEDMISSED TO 6 BELOW MARKER ABOVE ALL BURRIED COVERS RECOMMENDED. Li O INLET BAFFLE 12" MIN. COVER OVER ;;3" ALL STRUCTURES z #1 DISTRIBUTION BOX O BY FORT MILLER OR p� 4i 3 EQUAL c- o � � MI SLOPE LIQUID LEVEL 0 1/4" PER FOOT MIN. SLOPE 0 O c 1/8" PER FOOT °� N 00 0 0 ALL OUTLET INVERTS cP000� TO BE SET AT SEPTIC TANK PEA EXACTLY THE SAME GARAGE BY FORT MILLER O EQUAL INLET & OUTLET DISTRIBUTION BOX GRAVEL ELEVATION. (USE OF SPEED LEVELERS � HOUSE BAFFLES NOT TO SCALE ENCOURAGED) D o M INSTALLATION OF DISPOSAL FIELDS � � a. 5 M 0 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, c% W J AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. 4- P=4 z DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND O O SEPTIC TANK AT LEAST 10'-0" — MINIMUM 2x WIDTH ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND W 50' FROM WELL AND 10' MIN MAXIMUM 4x WIDTH CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 3 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS FROM HOUSE 20'-0" FROM BASEMENT WALL OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. TIGHT JOINT 4" PIPE MIN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, ON SLOPE OF 1/8" /FT. THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED 00 0 00C' AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN _____ PROVIDE 3" SAND OR 00000 SMEARED SECTIONS OF TRENCH. ------------ ----�-----_--- PEA GRAVEL UNDER TANK �� ------ _ SEPT� �� TANK 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING Q TILE FIELD PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE GRADE 1 D /FT. NOT TO SCALE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND W DISTRIBUTION BOX (SEE NOTE 4) OTHER WASTE MATERIAL IN THE STONE AND PIPE. ._ q. O o AND TO THE SEPTIC TANKS 5 ELAI'IONSHIPSTHE PIPELSHOWN ON THIS RAWI G,BE LAID AT THESMAINTAINI G STRAIGHT =d CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED ,;�iNTS 0- OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID E 10' MIN. DISTRIBUTION PIPE 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES. PROPERTY STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL = LINE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY 10' MIN. FROM THE DISPOSAL FIELD. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLI= CRUSHED STONE SHALL BE PLACED AS 7, REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR z , NECESSARY TO ACHIEVE A STABLE FOUNDATION. TO SPREADING FILL MATERIAL. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE SEWAGE DISPOSAL LAYOUT DEPARTMENT OF HEALTH STANDARDS. NOT TO SCALE NOTE •2'-0" 4'-0' 2'-0" 1. TILE FIELD TO BE 100' OR MORE FROM ANY LAKE SWAMP DITCH OR WATERCOURSE AND 10' IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 15X MAXIMO' CROSS SLOP' OR MORE FROM ANY WATER LINE UNDER PRESSURE. 2 OF THE NEW YORK STATE EDUCATION LAW ON SLOPED SITES FOR ANY PERSON, UNLESS ACTING UNDER THE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX OVERFILL TO ALLOW DIRECTION OF A LICENSED PROFESSIONAL 2. FOR SEWAGEFOR SETTELMENT ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 ENGINEER IS ALTERED, THE ALTERING ENGINEER PVC WITH CEMENTED JOINTS. SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE \ \�\\ \\\, s ,/\/ / // /� SIGNATURE, THE DATE SUCH ALTERATION, /ice �% AND A SPECIFIC DESCRIPTION OF THE ALTERATION. AWAY FROM SEWERAGE SYSTEM. N 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL o EARTH UNTREAIED BUILDING PAPER, REVISIONS WITH CONTOUR LINES. ~ Flu" OR GEOIEXTILE. to REV. DATE DESCRIPTION 2" IN. 4' PERFORATED 6'-0" ABSORPTION TRENCH MIN. SEE TYP. DETAIL LATERAL 4 8/2/04 PLANNING BD/CT MALE COMMENTS s ' O 00 �0 OD N 3 6/1/04 REVISED PLANS FOUR PLEX DD K 15 - 0 3/4" TO 1 1/2" ENGINEERS STAMP: Z CRUSHED STONE 1 =•+1 1 6 -0 O OF NFL 2'-O' MIN. :� _. . N ��PoPN\EL W. Ryq�O,p MAXIMUM SEASONAL HIGH = GROUNDWATER ELEVATION EXCAVATE EXISTING SOILS PRIOR TO REPLACEMENT. 610 ° o goes CAREFULLY SELECT FILL MATERIAL. WELL GRADED LOAMY SAND DR WELL STANDARD ABSORPTION TRENCH SECTION R -SSIONP`' GRADED LOAMY SAND GRAVELS CONTAINING A MINIMUM OF 10% SILTS OR NOT TO SCALE CLAYS. NO ORGANIC MATERIALS AND NO SOLID OBJECTS LARGER THAN THREE INCHES IN DIAMETER. VERIFY IN PLACE PERCOLATION RAIE BETWEEN 1 TO 5 MINUTES. COMPACT SOIL IN 6 INCH LIFTS. BARRIER MATERIAL SCALE: AS NOTED MODIFIED SOIL SYSTEM DETAIL 180 MAX. ._IIII I ( II (Ii �_ _ , , . DATE: 611104 SEE TYPICAL ABSORPTION TRENCH DETAILS FOR NOT TO SCALE DRAWN BY: NL INFORMATION NOT SHOWN _ 2' MIN. (.b��00 SLOPE 6' MIN. CLIENT NAME AND LOCATION On ono 00� �0 SEPTIC SYSTEM DESIGN (1) - "4-PLEX" BUILDING o cPNO DRAWING TITLE oCbo0DOc 3 4' PERFORATED PVC LATERAL, DESIGN FLOW - FOUR 2 BEDROOM APARTMENTS = 110 GPD X 8 880 GAL/DAY. SLOPE 1/16'-1/32" PER FT. SEPTIC TANK - USE ONE 1,250 GAL. TANK FOR EVERY 2 APARTMENTS (4 BEDROOMS EACH TANK) NOTES: DETAILS ABSORPTION FIELD - EXISTING SOILS IN AREA OF ABSORPTION FIELDS ARE WELL DRAINED 1. END OF ALL DISTRIBUTOR PIPES MUST 8E APPLICANT: SANDS WITH PERCOLATION RATES LESS THAN ONE MINUTE PER INCH. PLUGGED UNLESS INTERCONNECTED. NOEL D'LABONTE III THEREFORE REPLACEMENT SOIL SYSTEM REQUIRED WITH PERCOLATION RATE 2. ALL LATERALS TO BE OF EQUAL LENGTH. P.O. BOX 3436 OF 1 TO 5 MINUTES PER INCH. - FOR 880 GPD TOTAL DESIGN FLOW & 1-5 MINUTE PERCOLATION RATE 367 L.F. OF GLENS FALLS, N.Y. 12801 ABSORPTION TRENCH IS REQUIRED. SEPARATE INTO TWO SYSTEMS TO FIT LOT. STANDARD ABSORPTION TRENCH PROFILE DRAWING NO. - EACH DISPOSAL SYSTEM (WITH 4 BEDROOMS) = 410 GPD DESIGN FLOW & 1-5 MIN. PERCOLATION RATE REQUIRES 184 LIN. FT. OF ABSORPTION TRENCH. D AW I N G PREPARED NOT TO SCALE DANIEL W. RYAN BY: , P.E. 10 KIMBERLY LANE DWG2 OF 3 QUENSBURY, N.Y. 12804