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2004-603 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: P20040603 - Date Issued: Tuesday, May 17, 2005 This is to certify that work.requested to be done as shown-.by Permit Number - P20040603 has been completed.. . Tax Map Number: 523400-296-009-0002-019-000-0000 Location: 33 CEDARWOOD Dr Owner: YEKATERINA YEFRv ENKO- Applicant: - TAMARA YEFIMENKO This structure maybe occupied as a: By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY . Single Family Dwelling Director of Building&Code Enforcement. BLDG. PERMIT NO. 2004-603 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 33 ,Ce:dafiwaod Nave for the,following uses: Sing.Q.e Far-ity Dwe.teing l DATE SIGNATU O AMICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby APPROVED ( )DISAPPROVED with the.following conditions: CeAti/tl f,ca tc? oA Oecup�anc'y i:0 .be�izzued . upon c.vrnpte�un oA: 2) 11m6t i:empe feed g.E azz m.�t>6 i.ng C .ba thiLooni c,o, �,d©w bo t6m. za.6h TEMPORARY`CERTIFICATE OF OCCUPANCY ( )$10 0 DEP T: ( )$100.00. received onnrg.F�. 1 ZQ135 4 Z61 Date of Issuance :Director of Bldg. &. C de E orcem,ent THIS TEMPORARY,-CERTIFICATE OF OCCUPANCY EXPIRES , 90, DAYS °F,RQM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed bythe Dieector-of Bldg.& Code. Enforcement-or his designee. .: y�t I TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040603 Application Number: A20040603 Tax Map No: 523400-296-009-0002-019-000-0000 Permission is hereby granted to: TAMARA YF,FIIVTF,NKO For property located at: 33 CEDARWOOD Dr 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: TAN ARA YEFIMENKO ' 35 CEDARWOOD Dr Garage-2 Cars Attached Single Family Dwelling $112,000.00 QUEENSBURY,NY 12804 Total Value $1129'000.00 Contractor or Builder's Name/Address ElectricaUnspection Agency Plans&Specifications 2004-603 2016 SQ FT SINGLE FAMILY DWELLING $303.52 PERMIT FEE PAID—THIS PERMIT EXPIRES: Wednesday,August 24, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queen before thirexpiration date.) Dated at the TOL of u s y, ugust 24, 2004 Ad SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement 4 Building Permit Application, Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid valid building permit. All applicants' spaces on this Rec.Fee Paid 1 application must be completed and must appear on the Reviewed B . application form. Applicant: Kate Yef imenko Owner: Kate .Yefenko Address: 35 Cedarwood Drive Address: 35 Cedarwood Drive Phone#(518 ) 793 - 1030 Phone#(518)793 - 1030 Property Location: Lot Number: / House Number 33 / Cedarwood Drive Subdivision Name: Tax Map Number: 2 9 6.9—2—19 ® New Building: residence /commercial 'Estimated Market Value of Construction:$ 0 2 y u Addition: residence/ commercial If an Addition,what will use of new addition be? u Alteration: residence/ commercial, a No change to exterior size: residence/com71 a Other work(describe ) Check Occupancylnformation 1' Floor 2"4 Floor Other floor Total Below sq.ft. sq.ft. sq,ft. Square Feet ® Single family dwelling 1008 1008 i201.6;. a Two family dwelling a Townhouse a Multifamily dwelling . #of units a Office a Mercantile o Manufactunn a 1 car detached garage LOP 0 2 car detached garage a 3 car detached garage o 1 car attached garage mc 2 car attached garage 1616 BUILDING., ND CODE 616 a 3 car attached garage a Storage building- ' commercial a Storage building- residential a Other What is the proposed height of the structure 25 feet 5 inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of F r C es to be installed N/A Number of Woodstoves to be installed N/A List below the person(s)responsible for supervision of work as regards to building codes: —Ti�arrie- -Address-- Phone i�ambei- Builder Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance.being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: -owner,owner's agent,architect,contractor Project Name: Yefimenko BP# oq' Address: 33 Cedarwood Drive Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building pern-lit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ...... ®yes [jno ❑ 2. Energy Form or CheckMate Energy Gode Compliance Formes Complete.. ❑X yes [:]no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program..... ... ... ..... ®yes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)............ ...... ... ... X❑yes ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... .❑yes ❑ ❑ 6. Electrical Inspection Form... ... ... ❑yes Elno ❑ 7. Two(2) complete sets of structural drawings..... ...... ...... ... ... ...... ... ... . %❑yes Ono ❑n/a a) floor plan;b)foundation plan;c) cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built.... ... ... ... ❑X yes ❑no ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ...... ...... ............ ... .. ®yes ❑no [-]n/a 10. Setbacks to neighboring wells and septic systems,including onsite well.... Fx1yes [-]no ❑n/a and septic systems (if applicable) 11. DrivewayPennit... ... ... ...... ... ... ... ... ... ......... ......... ...... ... ... ...... Myes ❑no ❑n/a Date: Staff Initial: L_\SueHemingway\BuAdingTermit.FORMS\Generic CheckhsLdoc January28,2003 Check Residential Plan ]Review: One&Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size , / Door Schedule/Main Entrance 36"Door v Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. V/// 24"(h)x 2 0"(w)min. 44"Max.Heiglit above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK —� Dampproofing/Waterproofing Materials On Plans. Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where 'Required v=R- — tAR e5a t")0-1 oi,J, Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise t Spiral Not Allowed From 2,dStory Smoke Detectors Battery Backup and Proper Location _ Bathroom Fixtures Proper Clearance Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. � L? 1 Safety Glazing Notes For Required Areas sa C t Garage Fire Separation lz - _ Garage Floor Sloped 04 Attic Access tt t it Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access at t,t Carbon Monoxide Detector Lowest Sleeping Level ty i l Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Jl} Job Site Address: 33 Gedarwood Drive (Tax Map# 296 9-2-19) Date: 7/29/04 Owner: Kate Yefimenko Application No. File No. WINDOW SCHEDULE i......1....9: tt. .s�A:'," 'C•z .st�sa �x""x b... Ix-Pig..:}$ C1�7yCh� O�„L1S�}r £o. >n•... «., `'e . .. Window Window Mfg. Window Unit or s# ''T k SQ r Clear 4teaT Special Hardware or Number or Name Model Stock © e no C�assYbess% feat ,�en��g OpegtaIe� ht Instructions Letter on HM Or Type Number VClidt ,��; rit din 'T 1�ts Plan E r 5 c s tsz rr cl.s E� eap + c513 c iy r Call Size ` G q:.•>.l ,l;,' a�ls �c Rg-°gl SfAl -i'ILT- 3 � 171e. 22 Y41; 400 SA S —WASH. 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'f• � .�:::: r... , Glazing. =arg: rf•; '�4,.F^ � ;1. mr•:. .t , �'�:?Y"." ;� .r.;a C>trcf. r� .r A2ir.•� it�i.,✓...• '`y`•' .< g�. .. s.: y s.. L;\SueHemingway\Building.Permit.FORMS\Window Schedule.doc Job Site Address: 33 Cedarwood Drive (Tax Map# 296.9-2-19 Date: 7/29/04 Owner: Kate Yefimenko Application No. File No. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual ``"' Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent ' Opening for in Area Square Area Square Egress Square Footage Footage Feet �(TCY-C-4 �S1 [ 'J, $(o Iq,6� J. G/ ID. �3 1�,74 >'r�Mi� U �Y Iz,-t8 gq 13.0 12. 94- V tJ I (s-- � A 3, n qA2 22. 61 M A-bT�-Q _ ` Z 4 . I � , 14 2.� I q R��v2�oM S4 13 , 2 1 . 3 d 7 C4 ? 2 f• 3 1 L:4SueHemingway\Building.Permit.FORMS\NaLLighLVentil.Calculation.Sheet.doc HIGHWAY Highway Superintendent UEPARTMENT Home(518)798-5127 742 Bay Road • Queensbury,NY 12804 Michael F. Travis Deputy Highway Superintendent Office Phone: (518) 761-8.211 (518)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: L'q 4 APPLICANT NAME: TELEPHONE NO.: ADDRESS TO BE INSPECTED: 3 RETURN ADDRESS: s GG/��2w��� ✓,�21�/L Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24„ ( )36„ Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval ( )Rejected DATE: Richard A. Missita,Highway Superintendent ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) 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 NAME: PROPERTY LOCATION.- Kate Yefimenko 33 Cpdarwond nriv , QueenSbhi PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- 20016 square feet 2. Type of heat- Electric Oil Gas Other 3. Is building mechanically cooled? yes No 4. Percentage of area of windows and doors Over 17% x Under 171/o 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS , SHOWN ON PLANS SUBMITTED: a: Roof R 38 b. Exterior walls R 21 C. Glazed areas R 3.6 d. Exterior doors R 5.1 e. Floors over unheated spaces R 30 f. Edge of slab on grade(heated building) R N A g. Basement/cellar walls (above grade) R 10 h. Basement/cellar walls(below grade) R 10 i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code _Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED A plie 's Signature Date Phone Number INSPECTOR'S REMARKS: . ENERGY CODE COMPLIANCE APPLICATION O _ TOWN OF QUEENSBURY, WARREN COUNTY 900.0 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) 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 NAME: PROPERTY LOCATION: Kate Yefimenko 33 Cedarwond nr;vP,�„Pang PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- 20016 square feet 2. Type of heat- Electric Oil _Gas Other 3. Is building mechanically cooled? yes No 4. Percentage of area of windows and doors. Over 176/o X Under 171/o 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND,TOR VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R '38 b. Exterior walls R 21 C. Glazed areas R 3.6 d. Exterior doors R 5.1 e. Floors over unheated spaces R 30 f. Edge of slab on grade(heated building) R N/A g. Basement/cellar walls(above grade) R- l o h. Basement/cellar walls(below grade) R l o i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED A plic 's Signat a Date Phone Number INSPECTOR'S REMARKS: i Application for Permit"Septic Disposal System 7 wn of Queensbill')r 7.12IlayRoad Queensburil, NY .12804 (518) 761-8256 1 c �0. 1 R 1. OWNER INFORMATION: ..._...__..............................................._.................................:-......................... ..i Office Use Location of installation: 33 Cedarwood Drive File Permit No:. Tax Map No.296.9 / 2 /* 19 Fee Paid Owner's Name: Kate Yef imenko _..................._...._..... ............I Address: 35 Cedarwood Drive 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate ll bedroom(y) and multiply it of bedrooms with applicable gallons per bedroom to equal total claily flow) Year of House: No. of Bedrooms x Computation Total Daily Flow 1980 or older x 150 gal/bdrin = 1980-1991 x 130 gal/bdnn = 1991 -present •3 x 110 gal/bdrm = 330 Garbage Grinder Installed yes V / no X Spa or Whirlpool Installed yes____ / no X 4. PARCEL INFORMATION: .(circle applicable information&indicate measurements) Topes 0 1 Na urq CE ynd Waloc_ Bedrock or linhcrvious Material _Doincslic_.Walcr Supply 1�7cr[ s[riT(l at lvhat depth (it whut cleptlr nurnieiperl Rolling loans 6+ _ feat N/A feet well Steep slope clay if well; water supply . +%slope other from any septic-system depth: absoiption is ft. other Percolation Test: (To be ca»pleted by licensed professional engineer or architect) Rate: 38 cp*�#-per inch 5. PROPOSED SYSTEM: For New Construction: All individual scwagc disposal sys(cims intlsl be designed by a licensed professional engineer or archi(cct(unless inslallcd in a Planning 13oard approved subdivision). Add 250 Gallons to the siic of the septic lank and leach field for cacti Garbage Grinder;Spa or Whirlpool Tub. Septic Tank: 1000 gallon(inin. size 1,000 gal.) Tile Field: each trench 20 ft. Total System Length:_ 60 _ft. Seepage Pit(s): number of N/A size of each: ft. by ft. Size of Stone to be used: ll N/A / deptli or[liickrress filet " Bed System Size: N/A x . N/A Alternative System: N/A length and/or size 6. HOLDING TANK SYSTEM: (if required) - --Number-oftanks:- N/A VSiza-of.-each:-- ----galloiw-PT-OTAN Capacity: b�rllorrs` - Note: Alarm System and associated electrical work inust bo 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 rospect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance; S1 n tur r ponsible person Date Queensbury Building & Code Enforcement - Re ' t' l inal Inspection Office No.'618)761-8256 Arrive: am/pm part-',--- a pm Date Inspection request received: _ _ _ Inspector's Initia NAME: E IT#: 3 LOCATION: D E: �- TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com fete Guard 30 in.or more 0 stairs,decks patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector _ Bathroom Fans, if no window Plumbing fixtures � (` Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches \ Garage Floor Pitched _ Garage fireproofing/3/4 hour fire door/door closer (`�� co Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certificate , ' uired Oka to issue C/C r C/O . orar ermanent L:\PamW\Building&Codes\Inspection Forrns\Res. Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: 3 -- / t)—D-,� NAME: \j ��M EA C) LOCATION: PERMIT#:_ c �r to 03 Final Survey Plot Plan Approved Denied The attached final survey has been received by the / Dept. of v Community Development. Upon review he surve has b Craig Elfooth, Zoning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCES Q 1. A MAP OF SURVEY OF LANDS OF YURI YEFIMENKO BY W. J. ROURKE SURVEYORS DATED SEPTEMBER 30, 1998 2. TWICW(OOD SUBDIVISION MAP BY VAN DUSEN DA TED MA Y 18, 1965 IRON ROD FOUND q i� 0.64' NORTH OF LINE I I w N LOT 19 y w� e � � O / RON ROD FOUND \% \ � 9 a s W \` NORTHWEST CORNER I O \ OF SHED IS NORTH OF LINE 0.30' J NORTHEAST CORNER A POR TION OF LOT 18 CS Q OF SHED IS NORTH OF �R= 34.69� o�y y�� LINE' 0.57' LANDS OF W L= 55.32 y�# d YURI YEFIMENKO i CERTIFICATION ` SO��SC KO• B % 9 MORTGAGE CORPORATION ITS UCESSOAND/ORASSIGNS AND � NEW CENTURY ABSTRACT AND SETTLEMENT COMPANY LLC ` THAT THIS MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE 00 EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY LOT 17 AND A PORTION �� TIM NEW YORK ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, AS LAST REVISED. O �A OF L 0 T 18 ` 03.1 / I AREA = a 692 f AC. \ % / 00215/05 WILLIAM J.ROURKE LS 49098 Cfj ` 3 00 05.i g* LOT 16 s��'• �w6o HEAP OF SURVEY dop PREPARED FOR LEGEND: • .FOUND IRON MARKER IRON ROD FOUND YEKA TERINA YEFIMENKO O SET IRON ROD WITH CAP 0.48' SOUTH OF LINE O POINT TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK —E— POWER LINE ,��oF�NE ��STONE WALL w` SCALE: 1"= 30' DAM- FEBRUARY 15, 2005 FENCE y4j °G' � ONLY COPIES FROM THE ORIGINAL OF 7741S SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS EMBOSSED SEAL OR INKED STAMP SHALL BE <� 0� W. J RO(AW& ASSOCIATES CONSIDERED TO BE VALID TRUE COPIES o 4 LkwWd Lard Survs)wv • Unauthorized Alteration to this map is a eFv w" s"toga Rood P.Q Box 143# 05-23 violation of Section 7209, Subdivision 2 South Glem►a Fall; N.Y. 12WJ of the New York State Education Law. WILL,►AM J. ROURKE, CENSED LAND SURVEYOR NO. 49098 JOB NO. 1 Queensbury Building & Code Enforcement - Resi ntial Final Inspection Office No.(518)761-8256 Arrive: m/p epart: 2-:A nq m Date Inspection request received: Inspector's Initi s- � r C ((��.,((''�� NAME: RMIT#: O Lt —603 LOCATION: �' ATE: TYPE OF STRUCTURE: _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more a?stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in, or more Exterior Finish Complete �� � cz Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plated\ �� Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazingC� Interior Smoke Detefe'tors: Every level: V/ / Every Bedroom: Outside every bedroom ea: / / Inter Connected: / Battery backup: ✓ Carbon Monoxide Detector _ Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade _ Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in,(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 s . ft. vents Buildin No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if re uir Oka to issue C/C or C/O em orar ermanent L:\PamW\Building &Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 PW :\ Queensbury Building & Code Enforcement - Resi entia nal Inspection p Office No.(518)761-8256 Arrive: m/ art: tj pm Date Inspection request r ceiv d: _ Inspector's Initi NAME: ,^� ��1 Q\ \\� RMIT#: LOCATION: J DATE: TYPE OF STRUCTURE: _ _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete V Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" j Gypsum Grade away from foundation 6 in.with 10 ft. VVII Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area _ Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Vl�::,LC���P -� Interior privacy/trim/doors/main entrance 36 in. tt Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke De ctors: Every level: 11 / very Be room: Outside every bedroo rea. A 0 \Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures ` Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ t t Garage fireproofing/34 hour fire door/door closer >� �}� waeb 5eAtA Duct work Seated properly {�_ Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area - �� Crawl Spaces 18"x 24" access, 1 s . ft.-150 s . ft. vents Y 01 Building No./Address visible from road Final Electrical Site Plan /Variance required Ov 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:1PamW\Building&Codes\Inspection ForinslRes. Final Insp. form 2.docLast printed 2/12/04 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ r ceived, Queensbury Building & Code Enforcement Arrive: m/p E art: t� m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Init as. NAME: r fpv— PER ' IT #: =4L; � LOCATION: 3 �voo� � , INSPECT ON: TYPE OF STRUCTURE:— 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 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 nsu a Residential Check/ Commercial Check Pro er Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: 1�2)Zy LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Date Inspection re Office No. (518)761 8256 p q st r cei Queensbury Building&Code Enforcement Arrive: a pm pa am/ 742 Bay Road,Queensbury,NY 12804 Inspector's Initial d NAME: � � \ �1'Q� �, PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plum 'ng Vent/Vents in Place ugh Plumbing/Nail Plates Head or it Supply Tes Drain an en s. 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial / Copper, CPVC Pex ne &Two Family Insulation/Residen a 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 C0I1VIMENTS: L:\SueHemingway\I3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 --2 Ri-- 2 / 0 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req st r ceiv d: Queensbury Building&Code Enforcement Arrive: a pm D a 742 Bay Road, Queensbuiy,NY 12804 Inspector's Initi s; n NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y -N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents ,✓ �� '�' Cast Iron,Copper Drain/Vent/Comm. ��, � Plumbing Vent/Vents in Place \� l oug lumbing/Nail Plates d or Air Supply Test ,\-Iol Drain and Vents 5 PSI or 10 ft. above highest 'IV, Connection for 15 minutes Water Supply Piping Copper Commercial Qopper, CPVC,Pex One&Two Family sulation/Residential Check/Commercial Check �, 1L 'Zw� -✓�%� Proper Vent, Attic Vent Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CONVINIENTS: l L:\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r uest r eiv d: Queensbury Building& Code Enforcement Arrive: m/p part: 'am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: ( � � NAME: _ �, � PERMIT#: Q LOCATION: INSPECT ON: TYPE OF STRUCT Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire w , 3, 4 hour \ Xestopping ` 4;K— 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 LASueHemingway\Building.Codes.Inspecti on.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report r Lj Office No. (518)761-8256 Date Inspection request received: GT Queensbury Building&Code Enforcement Arrive: am/pr}� Dep am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: / wl�r� v NAME: PERMIT#: O ION: 'aj 66 eLvbd . INSPECT ON: U T E F STRUCTURE: Comments Y N N/A ootings ier Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Re ort Office No. (518) 761-8256 Date Inspection reque t re c ive . f� �-�f Queensbury Building& Code Enforcement Arrive: p a a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Init I NAME: � PERMIT #: a LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place r� , Rough Plumbing/Nail Plates LIZ 1 % inch min.. Drain Size /" Washing Machine Drain 2 inch min. / Head or Air Supply Test ,r Drain and Vents 5 PSI or 10 feet above highest r connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Fazi vy Insulation/Residential Check/ Comme cial Check Pro er a Attic Vent Duct/Hot Water Piping Insulation I If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed properly/No duct to e COMMENTS: LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003 -7 Framing / Firestopping Inspection Rerecei ort Office No. (5,18) 761-8256 Date Inspectio requ st ed: Queensbury Building& Code Enforcement Arrive: _aiTd epart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's I itials: NAME: 0— PERMIT�� r !�� PERMIT#: 606 LOCATION: 6 ;, 0,k INSPECT ON: (/ TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 1er Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 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 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:\SueHemineway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: _arn/pIp Depart: 10 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: tZ� NAME: &I\ ��0. ��U J , eIN�a,.SPECT RMIT#: OA6 LOCATION: cZ _ ON: --� TYPE OF STRUCTURE: Framing Y N N/A COM MENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anc or Bolts 6 ft. or less on center ce and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. 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 LASucHerningway\Building.Codes.Inspection.FORM S\Franning Firestopping Inspection Report.doc January 28,2003 i I Septic Inspection Report Office No. (518) 761-8256 Date Inspection t •ece e _ Queensbury Building&Code Enforcement Arrive: ° a part: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia S ,{''� NAME: P IT NO.: L — a LOCATION: rc. PECT ON: — RECHECK: I 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. 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/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft, Separation of Pits ft. Conforms as_per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle ont Middle Rear System Use S atus: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:LSueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection re t re ved• /0 2 0 Queensbury Building&Code Enforcement Arrive: `• art: � a 742 Bay Rd., Queensbury,NY 128.04 Inspector's Initials: r� NAME: o')L' P IT NO.: �i DD "LOD3 LOCATION: '-) IN ECT ON: 1 D D ; RECHECK: Comments and/or diagram 0, ob Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench c D ft. Depth of trenches ft. Size of Stone 1� Seepage Pits: Number Size: x Stone Size: � i Piping Size Type �F,� V- Building to tank F r Tank to Distribution Box ` Distribution Box to Field/Pit ; 'Tt> Opening Sealed: Y/N/Partial c.� Location/Separations Foundation to tank Foundation to absorption — ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: NX Front Rear Left Side ght Side % ��V- 1��QF� Midd/Fro Middle Rear System Use Z�-3pproved ll�� l Q Partial Approved and needs to be re-inspected,please call the BUw1g&Codes OfficeLjb-O\ \t�bl Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 ID- Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pt1 a De742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: a(G-- NAME: ojy- k PERMIT#: ��d LOCATION: 3� C° c�crL�ov�����PECT ON: ` c ��SL TYPE.OF STRUCTURE: I 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 R ' foreement in Place ._Foundatiion.Dainpproofing +----Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing itpoly for wet areas under slab _ ac fi�,� proval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueIleiningway\Building.Codes.Inspection.PO WSW oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p' Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: PERMIT#: �� LOCATION: ? 3 C�p C ti � l�i�t INSPECT ON: q12 eje TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Watei proofing 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 ) -3 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: � � Queensbury Building&Code Enforcement Arrive: am/ / Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 04 - ' LOCATION: _ I1�TSPECT ON: _ C:�1 — 1 7W TYPF,OF STRUCTURE: Comments Y N/A o6tings Piers ,Monolithic Slab Reinforcement in Place Iz— The contractor is responsible \ providing protection from freezing for 48 hours following the placement of the.concrete, Materials for this pu_pr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FORMN-oundation Inspection Report.doc January 28,2003 E Archon Snow Loads INPUT DATA: Ground snow load=70.0 psf Type of Roof is Hip or Gable Roof slope angle=26.5 Deg. Importance Category=H Exposure Category=B Structure is Partially Exposed Rc `C E I VE® Roof thermal condition is Warm Roof Roof surface is not slippery AUG 0 '1 2004 FACTORS: TOWN OF QUEENSBURy BUILDING.AND CODE Exposure factor(Ce)= 1.00 Importance factor(I)= 1.00 Thermal factor(Ct)= 1.00 Slope factor(Cs)= 1.00 Unit weight of Mrow=23.lpcf Ground Snow Load=70.0 psf SNOW LOADS: Gable or Hip Roofs. Balanced Loading: Uniform load over entire roof.=49.0 psf Unbalanced Loading: No load on one side of roof. Uniform load on other side=63.7 psf 49.0 psf 63.7 psf 2.1 ft 2.8 ft Loading 1 Loading 2 Gable or Hip Roof 02/06/2004 . 14:55 5187937237 GREAT ESCAPE MAINT PAGE 01 SEISMIC REVIE fK SUMMARY PROACT: Kate Yefimenko . LOCATION: 35 Cedarwood Drive, Queensbury ZIP CODE: 12804 ITEM Value BCNYS BCNYS Code Section Page No. Site class Table 1515.1-1 317 (default to site Class 0) D Section 1615.1-1 316 SS (short period) .29 Figure. 1615(1) 318 S, (1 second period) .095 Figure 1615(2) 319 Fa(site coefficianf—short) 1.4 Table 1615.1.2(1) 320 F (site coefficient-4 sec.) 2.4 Table 1615.1.2(2) 320 Sme (short period adjusted) - 0.41 Equation 16-16 317 Sr,, (9 sec, period adjusted) 0.228 Equation 16-17 317 SDS (short POW) .273 Equation 16-18 320 Sp, (? sec. period) .152 Equation 16-19 320 Seismio Use (3roUP . I "fable 1604.5 287 Seismic Des.,p Category Table 1616.3(1) 324 (short perlad): B Seismio Design Category Table 1616,3(2) 324 -(I sec. period) C 'SEISMIC DF-SIGN.CATEGORY This categoFy determines the (most seuera of above two) design analysis and whether MEP c systems must be braced. Analysis Procedure Used Simplified SoCtibri.1.6 16.6 326 Building Components Subject To Section 1621 345 Seismio Design. Requirements: Architectural C Section 1621.1.1 & 345 Mechanical I p _ 1.0 Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 02/06/2004 14:55 5187937237 GREAT ESCAPE MAINT PAGE 01 SEISMIC REVIF N SUMMARY PROACT:Kate Yef imenko . LOCATION: 35 Cedarwood Drive, Queensbury ZIP CODE: 12804 ITEM Value BCNYS BCNYS Code Section Page No. Site Gla;Ss Table 1Q15.1.1 317 (default to site class 0) D Section 1615.1.1 316 Ss (short period) .29 Figure 1615(1) 318 Si (1 second period) .095 Figure 1615(2) 319 Fa(site coefficlant—short) 1.4 Table 1615.1.2(1) 320 F (site coefficient-4 sec.) 2.4 Table 1615.1.2(2) 320 Sma (short pedod adjusted) 0.41 Equation 16-16 317 Smi (1 sec, period adjusted) 0.228 Equation 16'17 317 SD, (short period) .273 Equation 16-18 320 SDI (1 sec. period) .152 Equation 16-19 320 Seismic Use Group I Table 1604.5 287 Seismic Desi 9 Category' Table 1616.3(1) 324 (short period).. B Seismic Design Category Table 1616,3(2) 324 -(1 sec. period) c .SF-ISMIC DES113N.CATEGORY This category determines the (most severe of above two) design analysis and whether MEP C systems must be braced. Analysis Procedure Used Simplified section.1.616.6 326 Building Components Subject To � Section 1621 345 5eism;c Design Requirements: Arehltectural C Section 1621.1.1 & 345 Mechanical Ip = 1.0 Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM, Page 10 of 10 D - � Pe N er r ao L REScheck Compliance Certificate Checked By/D e New York State Energy Conservation Construction C de REScheckSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\04087072804 Yefimenko.rck PROJECT TITLE:Yefimenko Residence y COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:07/29/04 DATE OF PLANS:July,2004 PROJECT DESCRIPTION: Kate Yefimenko 33 Cedarwood Drive Queensbury,NY �Of NEW DESIGNER/CONTRACTOR: � 0 A Jarrett-Martin Engineers,PLLC 12 East Washington St. Glens Falls,NY 12801 COMPLIANCE:Passes ,07 ,��r� Maximum UA=366 Your Home UA=308 15.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1008- 38.0 0.0 30 Wall 1:Wood Frame, 16"o.c.. 1075 21.0 0.0 50 Window 1:Wood Frame:Double Pane with Low-E 115 0.280 32 Door 1: Solid 41 0.330 14 Door 2:Glass 36 0.140 5 Wall 2:Wood Frame, 16"o.c. 1075 21.0 0.0 54 Window 2:Wood Frame:Double Pane with Low-E 125 0.280 35 Wall 3: Solid Concrete or Masonry:Interior Insulation 648 10.0 0.0 68 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 616 30.0 0.0 20 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:08/18/04 PROJECT TITLE:Yefimenko Residence Bldg. Dept. Use . I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I ' Above-Grade Walls: ] I 1. Wall 1:Wood Frame, 16"o.c.,R 21.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R 2.1.0 cavity insulation Comments: [ ] I 3. Wall 3: Solid Concrete or Masonry:Interior Insulation,R-10.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor:0.330 Comments: [ ] I 2. Door 2:Glass,U-factor:0.140 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R 30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number [ ] I 2. Boiler 1:Click here to select Assembly,80 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I 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. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-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: [ ] I 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/offheater 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 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. ra t' 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) GENERAL NOTES: G-1 ) BASE MAP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED BY OWNER. (33-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW FORK AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO / INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR CEDARWOOD DRIVE ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM tiVAS CONSTRUCTED (NO DESIGN CHANGES PERMITTED WITHOUT PRIOR APPROVAL OF ENGINEER AND APPROX. APPROVAL AGENCY). G-4) CONSTRUCTION OF NEW PIPING, TANKS AND LEACHING SYSTEM SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. DRAWING NOTES: Q ® C1 —1) HOUSE FILL MATERIAL NOT TO ENCROACH ON LEACHING SYSTEM FILL. PARK 13OUNDARY, Q TEL LINE TEL ONE LINE p ADIRONDACK Z 6p�XWER Q S J WASTEWATER DESIGN INFORMATION: Iry0 20 gJGK � 20 6 DESIGN BASIS ROUND POND &C.C. 33'_g,. 4'x15 WOOD DECK 4'QJ SOIL PIPE NEW YORK STATE DEPARTMENT OF HEALTH o �1 � ro iv6o O� ROVN° PONd"R m 02 Y @ 2% SLOPE (MIN.) TOWN OF QUEENSBURY J / YEFIM�ENKO RESIDENCEd d �x ,< �� WOOD FRAME POTABLE WATER SUPPLY LOCATION 3g tr o % HOUSE 2 1 ,000 GAL SEPTIC TANK IIEW POTABLE WATER SUPPLIES FROM MUNICIPAL WATER MAIN. D1 SWE R CRONIN � � \ qTo 1`10 KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER �° z °BAKER RD D(�T 4"0 EFFLUENT PIPE ` t� � �� ) DISPOSAL SYSTEM. ( —@ 1 % SLOPE MIN. ' -- I)ESIGN FLOW 14'-0 3BEDROOMS X 110 GPD/BEDROOM = 330 GPD PEGGY _ °ry"— P _ `VA MIN. (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED, NO GARBAGE GRINDERS °� , ( ) I —0' 4 D—BOX V (o—�� (MIN.) D1 iR SPAS/ HOTTUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) i 17; / SHEI MAN AVE I,•� �/ \ �� / / I t APPROX. HOUSE FILL SEPTIC TANK RD � '(, MATERIAL LIMIT; OWNER _ �_� 4"0 DISTRIBUTIO PIPE '000 GALLON (MIN.) CAPACITY REQUIRED LU��"E '' �� NOTE: Ci 1 0, �; @ 0.5� SLOPE (MIN.) PROVIDE 1000 GALLON SEPTIC TANK - �0 DIRECT CONTRACTOR ON FI L AROUND EAST, WEST AND C1 NORTH SIDE OF HOUSE N 1 A ' _ SEPTIC TANK EFFLUENT FILTER T LOCATION PLAN D1 PROVIDE (1 ) MODEL A1801 -4X22, "ZABEL" RESIDENTIAL FILTER. SCALE: N.T.S. SURFACE WATER DIVERSION SWALE; i ELJEN IN—DRAIN I LEACHING SYSTEM (CUT AND FILL) GRADE TO DAYLIGHT L' - 30 GPD = 0.9 GPD/SQ. FT. = 366.67 SQ. FT. REQ'D • '` � (5-10 MINUTE/INCH PERCOLATION RATE SOIL) I (�P T CHAMBER LATERAL (TYP.) �66.6/ SQ. FT. - 7 FT WIDE TRENCH = 52.4 FT MINIMUM OF ELJEN IN—DRAIN TRENCH REQUIRED. ' \I �9T•F• l ? f_ROVIDE LATERAL (3) — 20 FT. LONG EDGE OF CUT AND r �JEB IN—DRAIN LATERALS TO BE (5) UNITS LONG EXISTING TREE LINE" FILL SYSTEM EFFLUENT DISTRIBUTION \� G?AVITY DOSING/ DISTRIBUTION FROM SEPTIC TANK. ..SUBSURFACE INVESTIGATION: TEST PIT #1 ' 0 — 3" BLACK SANDY LOAM TOPSOIL 3 — 19" REDDISH BROWN FINE GRADED SAND 19— 40" LIGHT BROWN FINE GRADED SAND ' 40" BOTTOM OF HOLE (REFUSAL — HAND AUGER, COBBLES) NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER TEST PIT #2 0 — 3" BLACK SANDY LOAM TOPSOIL 3 — 20" REDDISH BROWN FINE GRADED SAND ' "I have seen or observed, or believe I saw evidence of, 20— 70" LIGHT BROWN FINE GRADED SAND -,uch as houses, walls: tees, fences, etc., 70' BOTTOM OF HOLE �3 it : ass the aF:_� set rl tr ir ' grate " NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER SICN sURE DATE PERCOLATION TEST #1 TEST DEPTH: 28" - "1 have seen or observed,or beGetrees eeS fenc�eis SOIL. LIGHT BROWN FINE GRADED SAND ects such as houses,wells,t s,etcn STABILIZED PERCOLATION RATE OF 38 SEC tl shown on this document• !"al aIj-esrset forth on th vd189! ." \ PERCOLATION TEST #2 personally pa r�red the ;�Ist O TEST DEPTH: 28" - 2 SOIL. LIGHT BROWN FINE GRADED SAND '' DATE LEGEND: STABILIZED PERCOLATION RATE OF 39 SECO S. 5 GN�TUt1 EXISTING / BY OTHERS: 10,00' (existing features denoted by lower case lettering) � / \ 03/20/04 REVISED PER OWNERS REQUEST TSM NEW PROPOSED IN THIS DESIGN: PROPERTY LINE: — — 07/27/04 AA SUBMITTED FOR PERMIT TO CONSTRUCT TSM DATE REV # ISSUED/ REVISIONS BY TEST HOLE: DRAWING: PERCOLATION TEST: ,��OF NEW SITE PLAN C y DRAWING # MCALEr PLAN �P •(H A. NOTE REFERENCE TAG: NOTE: S- : SEE GRAPW_- SCALE GRAPHIC SCALE ��`' �. PROPOSED WASTEWATER SYSTEM D1 SEE DRAWING # FOR NOTE 20 0 10 20 40 80 ' YEFIMENKO RESIDENCE Eiii CEDARWOOD DRIVE DETAIL # 07 TOWN OF QUEENSBURY, NEW YORK DETAIL REFERENCE TAG: (9�:SEE ( IN FEET ) :DRAWING # FOR DETAIL SCALE: 1" = 20' RECEIVED _ JARRETT MARTIN ENGINEERS, PLLC SECTION CUT DIRECTION AUG 2 4 2004 KENNETH A. MARTIN PROFESSIONAL ENGINEERING SECTION LETTER TOWN OF QUEENSBURY P.E. # 74334 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SECTION REFERENCE TAG: D1 BUILDING AND CODE COPYRIGHT @ 2004 GLENS FALLS, N.Y. FAX: (518) 798-1864 SEE DRAWING # FOR SECTION ONLY COPIES OF THIS DRAWINGWI I1A BLUE SEAL SHALL BE CONSIDERM TFUE JULY 2004 PRO# 04-087 SHEET: 1 OF 2 AND VALID ALTERATION YALICENSED ED ENGINEER DOCUMENTAWFLILr FILE:F/04087071904 YEFIMENKO WW DESIGN.DWG PLOTTED/REVISED:08✓20/04 2:30PM BYlI LICENSED ENGINEER IS UNLAWFUL