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2004-412 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: P20040412 _ Date Issued: Thursday, June 09, 2005 to certify that work requested to be done as shown by Permit Number P20040412 has been completed. - Tax Map Number: 523400-295-010-0002-030-002-0000 Location: 1040 WEST MT. Rd Owner: NDG CONSTRUCTION, LLC Applicant: NDG CONSTRUCTION LLC This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling 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 o C EOlt-, 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: P20040412 Application Number: A20040412 Tax Map No: 523400-295-010-0002-030-002-0000 Permission is hereby granted to: NDCT CC)NSTRTTCT10N T,T,C For property located at: WEST MT.RD & MT.VIEW LANE in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: DIAMOND POINT REALTY CORP Fireplace 98 COOLIDGE Ave Garage-2 Cars Attached QUEENSBURY, NY 12804-0000 Single Family Dwelling $180,000.00 Total Value $180,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency NDCT CONSTRTJCTION LLC TIM GRACE 743-8505 959 STATE ROUTE 9 OTJEENSBTJRY_ NY 12804-0000 Plans&Specifications 2004-412 1600 SQ FT SINGLE FAMILY DWELLING $232.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 11, 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 Town of ueensb ; W n day,August 11, 2004 SIGNED BY Afor the Town of Queensbury. Director of Building& ode En orcement AI)plication foi• Permit—Septic Disposal System 7;gwn of QueeI1.S'1i111y�7.1213uyR(i(((I Qrieeitsburv,NY 12804 (515) 701-8256 1. OWNER INFORMATION: i once Use Location of installation: 1032 West Mountain Road ` Filo Permit No. Tax Map No.295.10/ 2 / 30 Fee Paid Owner's Name: Diamond Point Realty Address: 98 Coolidge Avenue Glens Falls, NY 12801 2. INSTALLER'S NAME : Adirondack Ind. Const. Corp PHONE NO, 654-7460 ;,� 1� � 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 1#bedroom(s) and multiply it o)" JOAV© � bedrooms with applicable gallons per beclroorn to equal total daily flor�st0 2`, I�p7N QUF� Year of House: No. of Bedrooiais x ConRLgation = Total Daily Row '1980 or older x 150 gal/bdrin = 1980— 1991 x 130 gal/bdriri = .19 91 —p resent 3 x 110 gal/bdriu = 330 Garbage Grinder Installed yes^ ! no X Spa or Whirlpool Installed yes_ / no X 4. _ PARCEL INFORMATION: .(circle applicable information &indicate measurements) I ulP_1iv 5git-NI'.t�rP LgApid�V toe Rcdroc lc or 1>>iJ�crv_iousMatcrial —DoiiiGsLic.Walcr Suj>h{y solo at what depth at Soberf depilr nrtarici�a - IZollimg loam feel feet well Steep slope clay Greater thalL if svell; water supply slope other 97 Greater .than 9' from ally septic-system depth: absoiptlun is ft. other Percolation Test: (To be cofnpleted by licensed pre fissional engineer or architect) Rate: 1min20sec minute per inch 5. PROPOSED SYSTEM: For Ncw Constmelion: All individual sewage disposal systems most be designed by a licensed professional engineer or architect(unless installed in a Planning 13oard approved subdivision). Add 250 gallons to the sire of llic septic lank and leach Field for cash Garbage Grinder,Spa or Whirilwul Tub. Septic Tank: 1250 gallon (min. size 1,000 gal.) Tile Fiold: each trench 50 f!. Total System Length:__ 150 Fit, Seepage Pit(s): member of NIA size of each: fi. by ft. Size of Stono to be used: 1l N/A / depth or thickness feet Bed System Size: N/A x Alternative System: N/A length and/or size i, HOLDING TANK SYSTEM: (if required) --— — —-- Number of tanks: N/A / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection, please note that pursuant to Section 136-29 of die Code of the Towri of Queensbury, any permit or approval granted which is based upon or is grantee( 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 tliwrDwii of Queensbur §anitary Sewage Disposal Ordinance. lgnature Pf resDonsihIp nnrenn ^ ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family DwelIi Part 6*-Thermal Rating—Component trade Offs 1&2 Fanuly , Multi'Family Dwellings(3 Stories or less) Part.4*-Design by Component Performance,Commerci Bui - Rise ResidentialB yYN pF Z004 *Requires submission of worksheets U�[Oj/I�E.,� APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: l Gross Floor Area- 16 e2 '' square feet 2. Type of heat- Electric . Oil Gas Other. 3. is building mechanically cooled? r✓yes No 4. Percentage of area of windows and doors Over 17% Under 17°fo 5. R-VALUES FOR INSULATION GIVEN BEL•OW MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED: a: Roof R b. Exterior walls R C. Glazed areas R d. Exterior doors R e. Floors over unheated spaces R f. Edge of slab on grade(heated building) _ R g. Basement/cellar walls(above grade) R h. Basementicellar walls(below grade) R i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Applicant' ggnat7ure' Date Phone Number e�Y INSPECTOR S REMARKS: t Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A perinit must be obtained before beginning construction. Permit File No. - o� No ft4ection will be made until applicant has received a Fee Paid 3, a valid i uilding permit. All applicants' spaces on this Rec.Fee Pai $ application must be completed and must appear on the Reviewed application form. Applicant: �D G tzr>e Owner: ✓�� Address• �'�`� r�-rr lZe,Y i/ Address: 19 �'� Phone#(_._.)3- Phone# �) $UW op�QU�fi 1?00f '�NQ N08U�Y Property Location: Lot Number: / House Number l tv5�- Mr'cs:� r n SubdivisionName: r Tax Map Number: 2-1 S. (ia 2 ' 3c-% �k5,vu 19 -a.cro a. e New Building: resid !commerciai 'Estimated Market Value of Construction: $ o Addition: residence/ commercial If an Addition,what will use of new addition be? C Alteration: residence/ commercial tl No change to exterior size: residence/com'1 v Other wink(describe ) Check Occupancylnformation 1 Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Sin a faatil dwelkin coo 160 a Two fWnfly dwellin o Townhouse o Mulffainily dwelling #of units o Office o Mercantile o Manufaatudu 0 1 car detached pmge OU C 2 car detached pmge 0 3 car detached g=ge 4v 0 1 car attached pmge 2 oar attached 9=ge lq ® Flo e> 0 3 car attached garage e Storage building- aommeraial o Storage building- residential a other What is the proposed height of the structure Z Z feet ine es Will any second-band or ungraded lumber be used? If so,for what? N C) it /Type of Heating System: electric( o gas wood /forc�hotbaseboard/other: ` . C Number of f'tr, laces to be installed Number of WoodsWes to be installed List below the person(s)responsible for supervision of work as regards to building codes: Phone Numb or Builder �i/pC,. C'��tvj��2vcrg.v ��! 2 i �+�' 7c�3•- �SyS' Plumber -camvizr`3 o h �._ Mason z rcL=.S z_.�-7 BIeCfiCiCi811 F-/ -%2' �'LC i.vG'i?��h •�,� t(!Pf-�c'�.�� Declaration please sign below after you have carefully read the statement: To the beat 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 promises and that all provisions of the Building Code,the Zoning Ordinanco 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 r/we shall submit,prior to a Cerdficato 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. Q Signature: �_ owner,owner's agent,architect,contractor !1 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 Emergency Escape Or Bedrooms and Habitable Space / Above/Below grade, 5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Heiglit above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans fFoundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Re uired Ice and Snow shield 24"Inside Exterior Wall/24",Inside Knee Walls �.�--�► Platforms At Exterior Doors Stairway Headroom 6' S'All Stairs 36"Width -g7 Stair Run and Rise } Winder Run and Rise Spiral Not Allowed From 2n Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall 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. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation �/ All Paperwork Signed ;Z ' Application for Permit.—Septic Disposal System 1 o wn of Queensbiuy 74213rryltucrd Queensbw:ry NI' 12804 ( 18) 701-8256 1. OWNER INFORMATION: ti..............................................................................................................................._..... t j Office Use Location of installatioii: West Mountain Road ' File Permit NZ Tax Map No.295.10/ 2 1 30 s, i Fee Paid Owner's Name: Diamond Point Realty .......................................... .............. ..../. ...................................I Address: 98 Coolidge Avenue �l1jv ® Glens Falls, NY 12801 2004 8U�OFQ 2. INSTALLER'S NAME Adirondack Ind. Const. Corp PH O 460 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 1l bedroom(y) and tnultip y_ C OFRY bedrooms with applicable gallons per bedroom to equal total doily lloti+) Year of House: No. of Bedrooms x Computation = Total Dail Flow 1980 or older x 150 gal/bdriii = 1980— 1991 x 130 gal/bdrin — 1991 —present 3 x 110 gal/bdrni = 330 , Garbage Grinder Installed yes_ / no X 13 2'e Z004 Spa or Whirlpool Installed yes„ / no X I'O'r;:! I;.; ` IEEi ISPURY 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) — Topes ,hlry Soil Na till QrQuna W-1lot� Bedrock or h,iiherv_iotis MalerialDgp1,Gstic.Water Sujrt�ly at what depth �- at what depth nrrrnici M Rolling loam feet feet well Steep slope clay Greater tha if well; tivater supply _%slope other 9' Greater than 9' fr•orrl ally septic-system depth: absorption is ft. other _ Percolation Test: (To be conrpleled by licensed professional engineer or ar•clii(ect) Role: lmin20sec_ininute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems iiuist be designed by a licensed professional engineer or architect(unless installed in a Planning 13oard approved subdivision). Add 250 gallon to the size of the septic lank and leach field for cacti Garbage Grinder,Spa or Whirllxwl Tub. Septic Tank: 1250. gallon (min. size 1,000 gal) Tile Field: each trench 50 ft. Total System Length: __150 Seepage Pit(s): number of N/A size of each: ft. by ft. Size of Stone to be used: ff N/A / depth or thickness feet Bed System Size: N/A x Alternative System: N/A length and/or.size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: N/A / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work trust be inspected by a Town approved _— Y electrical hispectioti al;el:cy:---- 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection,please note that pursuaut 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 misrepresettitatiota or failure to stake a material fact or circumstance known by or oil belialf of an applicant, shall be void. I have read.the regulations with respect to this application and agree to abide by iltese and all requirements o£th a of Queensbur anitary Sewage Disposal Ordinance. . 419 0� ignature responsible person Da e ; 04 t/ Rough Plumbing / Insulation Inspection Rep,, Office No. (51 8) 761-8256 Date Inspection request received:_ Queensbury Building& Code Enforcement Arrive: am/pm epart: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT qN LOCATION: INSPECT ON: ( �- TYPE OF STRUCTURE: nn 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 Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Bead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial ®o er,CPVC Pex One and Two-Family I, usul'aon'/-Residential Check/Commercial Check Proper Vent, Attic Vent — Duct/Hot Water Piping Insulation f l VCYK R�-- (/G If required unheated spaces �� Combustion Air Supply for Furnace I )Act work sealed properly/No duct toe U /1 I n�C� �souiD� C.�C,. PP2v��L ►-tee ..,';:C®1VIlVIIENTS: , ,` "��~�►��� LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: �5 NAME: LOCATION: PERMIT Final Survey Plot Plan Approved Denied The attached final survey has been / received by the Dept. of Community Development. Upon review the survey has been Craig Bro ng Administrator Notes: LASueHemingway\Building.Codes.Inspection.FORMSTinal Survey Zoning Administrator.doe Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ gge_V art: �D am/pm Date Inspection request received: - --- Inspector's Initials: _ NAME: /11Dco _ (/) , PERMIT#: r LOCATION: `� , 1 DATE: _ TYPE OF STRUCTURE: _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location pt�+kAIN T6--A- 5 JAJ Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" S t s�S Roof Complete/Exterior Finish Com lete Guard 30 in.or more @ stairs,decks,patios Re,,,YCo6K O K, Guard at stairwell at 34 in. or more [.t/ Guard at deck,porches 36 in. or more � A,u„�(� Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen waterti ht 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 stoppin finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/<hour fire door/door closer 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 s . ft,-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required �j Final Survey Plot Plan C12AKo jbk As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent _ V) Z t,,t/!N& AfPRWAC L:1PamWlBuilding&CodeslInspection FortnslRes.Final Insm form 2.docLast printed 2/12/04 -� Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ i p t: Z' ran/pm Date Inspection request received: _ Inspector's Initials: _ I NAME: 1 ! PERMIT#: + LOCATION: i0 a lulm DATE: TYPE OF STRUCTURE: �5 Comments Y N N/A Chimney Ht./"B" Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Co . lete/Exterior Finish Complete Guard 30 in.or more @ stairs, decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in, or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. !�✓h�`�L� �'��— v Platform at all exterior doors Interior Handrails stairs 2 or more risers n Enclosed Stairs Sheetrock Underside minimum %Z" NC 4A0VZ Cvi. V,,� Gypsum Grade away from foundation 6 in.with 10 ft. ��/ I Handrail Termination at Newell Post or Wall %/�L D 6�-- 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade K (2Q/�'�= Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/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: 71 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 fire roofing/%hour fire door/door closer 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 accfss, 1 s . ft,-150 s . ft.vents Building No./Addre vis' le f Final Electrical Site Plan /Variance e u ed Final Survey Plot Plan � rjR6v�� As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Inso. form 2,docLast printed 2/12/04 Framing / Firestopping Inspection Report r Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ m epart: ar pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ►j2C-- PERMIT#: LOCATION: INSPECT ON: zZ o TYPE OF STRUCTURE: Y N lv/a Framing 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 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\I3uilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Engineering America Company— Quick Letter 23 Church Street Sanitoba Springs.NY 12866 (518) 587-1340 Phone (518) 580-9783 Fax _, ir."crrrrar�inrcriri�;,unrrica.cuiri e-mail November 17,2004 Mr, Gury Scott Northeast Development Group lne, 959 Route 9 Quecnsbury,NY 12804 Dear Gary: In regards to our conversation concerning the house being built on West Mountain Road. I have looked at the number of jacks needed on each side of the sliding glass door. While normal construction would generally install two(2),one(1)is structurally adequate for the loads in this particular strueLurc. If'you have any questions rugarding this please give me a call, SincC�gF;y (iaci gy�e"Y'n ettphak;1?{,',;= v RECEIVED E® NOV ?004 TOWN OF QUEENSBURY BUILDING AND CODE � . J nnin nnn_nTel d'7n Tn .6n / T nOu Septic Inspection Report ? Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a e a am/pm 742 Bay Rd., Queensbury,NY 1,2804 Inspector's Initials. NAME: IV060 PERMIT NO.: LOCATION: _ (, j,<L,?>- e v ip INSPECT ON: .RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water kec �Gib 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 Distributi Box istribution B ' to ield/Pit Opening Sea d: 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 Fro' Middle Rear System Use St s: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\I3uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 i Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: �� �� Queensbury Building&Code Enforcement Arrive: am/ epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: -�'�U( 674k PERMIT NO.: ,Gt� LOCATION:l UtD buVw M INSPECT ON: 1� RECHECK: Comments and/or diagram Soil T e: Sari / ay Type of r:QMunicipaV Well Water Waterline se aratio istance ft. Well separation distance Other wells: ft. Absorption Field: Total length /TD ft. Length of each trench ft. W/ C,N V5 ;Lad pG�,D Depth of trenches $. Size of Stone L 012 S Seepage Pits: Number Size: x Stone Size: Piping Si _Type Building to tank Glj Tank to Distribution Box Distribution Box to F ld/Pit N Opening Sealed: Y /Partial Location/Separations Foundation to tank ft. Foundation to absorption �j�ft. ���L ��� Separation of Pits ft. �lu-0.41^7d A Conforms as per Plot Plan I Y N Location of System on Property: Front Rear Left Side Right Side 15A51- 5j DC— Middle Front Middle Rear System Use Status: —41121 ed Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ m Depart-- am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 4�_�_ NAME: ; � ,� PERMIT #: LOCATION: INSPECT ON: 9 TYPE OF STRUCTURE: Y N NIA PVC: R-1, R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction W er Supply Piping Cooper Commercial Coo er, CPVC, Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November l7,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ st received: Queensbury Building& Code Enforcement Arrive: ai e 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C PERMIT#: C LOCATION: INSPECT ON: -0 TYPE OF STRUCTukf. �� r _ Y N IN/A COMMENTS lUF ing Jack Studs/Headers Bracing/Bridging t Joist hangers r�6t217L-f2 J R U1� NAk LC� ^�� Jack Posts/Main Beams v Exterior sheeting nailed properly � 12"O.C. S'�t Ve- Iz 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 ire wall 2, 3, 4 hour dFirestopping 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.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 i Framing / Firestopping Inspection Report 3—/0 Office No. (518) 761-8256 Date Inspection qu st ree •v : Queensbury Building&Code Enforcement Arrive: and part: i a 742 Bay Road, Queensbury, NY 12804 Inspector's In'tials• ✓ 9 NAME: j PERMIT#D LOCATION: ) _ INSPECT ON: TYPE OF STRUCT0RE: Y N N/A COMMENTS raming J k.Stud /Headers _ Bracing B ng �� J ` � 0 ,t ngers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Deport C Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ D part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: s V PERMIT #: 0 LOCATION: INSPECT ON: —�' — C�' TYPE OF STRUCTURE: �� Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbft--Vent/Vents in Place Plumbing/Nail Plates 1 % inch min..Drain Size Washing Machine Drain 2 inch min. rHeail:,or:Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cle pout every 100 feet/change of direction ater Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report 16— 10 Office No. (518) 761-8256 Date Inspection reque t received: /A Queensbury Building & Code Enforcement Arrive: arn/ part. clr 4mlpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: 0 4 LOCATION: CT'\ K'j, INSPECT ON: TYPE OF RUCTURE: SZ;�_C) Y l�r N/A rami COMMENTS iig Jack Studs/Headers /01�60l �_ -V e, Bracing/Bridging Joist hangers Z ,1(4" 61kep 6K V6 Jack Posts/Main Beams Exterior sheeting nailed properly l Headroo0m 6 ft. 8 in. Ub i"t> ��C✓ Stairwells 36 in. or more 6— A>5 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate i L 1 1/2 (w) 16 gauge (8) 16D nails each side Cp /4 Draft stopping 1,000 sq. ft. floor trusses t Anchor Bolts 6 ft. or less on center ��� vl ^ f Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 31 4 hour F`;,i°estopping 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 J 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.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report t/ Office No. (518) 761-8256 Date Inspection re t r c ved: oC� Queensbury Building& Code Enforcement Arrive: p epart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initi fV DG NAME: PERMIT#: LOCATION: /040 WUbAt 7LA2L INSPECT ON: 00 - TYPE OF STRUCTURE: -4) —1) Y N ;v/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more / Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate '�GG c 1 %2 (w) 16 gauge(8) 16D nails each side 04— Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ` (� e and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 t' ooP� . Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req s re iv Queensbury Building& Code Enforcement Arrive: a p D part i a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: N D C=, PERMIT#: -LmLi-LA IZ LOCATION: INSPECT ON: tp—Z-77-nLA TYPE OF STRUCTURE: Framing x 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 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 6 ` Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque t received: Queensbury Building&Code Enforcement Arrive: am/ I. Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:_ NAME: _ PERMIT#: LOCATION: _ — INSPECT ON: TYPE.OF STRUCTU : 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, M rials for this pu e orysite. ndation/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. L:\SucHemingway\Building.Codes.InspectionTORMS\Foundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ r e' ed• G Queensbury Building&Code Enforcement Arrive:an Dep rt: am/ 742 Bay Rd., Queensbury,NY 12804 Inspectors Initial ac NAME: �-�— ,RMIT#: LOCATION: _ 11/�� NS. N: ^-7 dt TYPE OF STRUCTURE: Comments ---- ___ Y N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. i Materials for this pu_pr ose on site. _ Foundation/Wallpour Re inf enient in Place oundatio Dampproo ng 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 A® ✓ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart• U am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: _ (,o INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete, Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing 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. LASucHemingway\Auiiding.Codes.InspectionTURMS\Foundation Inspection Report.doc January 28,2003 1 � Foundation Inspection Report Office No.(518) 761-8256 Date Inspection reques received: Queensbury Building&Code Enforcement Arrive: am/p Depart m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 000"1 lh& LOCATION: U,.7 _ INSPECT ON: TYPE. OF STRUCTURE: Comments N N/A ootings Piers Monolithic Slab Reinforcement in Place ✓f� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pu_pr ose on site. Foundation/W allpour Reinforcement in Place Foundation Darnpproofing 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 Backfrll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\SueHcmingway\Bui Win g.Codes.Inspection.PORMSV-oundation Inspection Report.doc January 28,2003 r r-' 4 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: an,/-l�� Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: V NAME: PERMIT#: � — I Q LOCATION: n b}NSPECT ON: TYPE OF STRUCTURLY Comments Y N N/A F trigs Piers Monolithic_Slab Reinforcement.in Place The contractor is responsible for providing protection from freezing for 48'hours following the placement of the concrete. Materials for this purpose on site. `;.;;Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation./Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHcmingway\Building.Codes.Inspection.FORMSII-oundation Inspecdon Report.doe January 28,2003 �Q NG FN N.E. Development West Mountain Garage Right Code Calculations May 25,2004 by Engineering America Company 23 Church Street Saratoga Springs, NY 12866 (518)587-1340 Roof snow load calculation N.E. Development West Mountain, Garage Right Ground snow load 85 psf Flat roof snow load, pf pf= 0.7xCexCtx I xpf where Ce (Exposure factor) 1 Table 7-2 ASCE 7-02 Terrain category, B Partially exposed Ct (Thermal factor) 1 Table 7-3 ASCE 7-02 All structures except below category I (Importance_ factor) 1 Table 7-4 ASCE 7-02 Category II Therefore, flat roof load, pf= 59.5 - psf Sloped roof snow load, ps ps= Cs x pf where Cs(Sloped roof factor) 0.95 for: 8/12 pitch roof Ct=.1 All other surfaces Therefore, sloped roof load, ps= 56.5 psf r . : Footer/Foundation Design N.E. Development West Mountain Garage Right Soil type Sand, SW Load bearing value, psf Table R401.4.1 2000 psf Footer Design Framing type Conventional light-frame Stories 1 Min. footer width Table R403.1 12" Actual footer width specified 12" Foundation Design Max wall height 9' Max unbalanced height 7' Min.found.wall width Table R404.1.1(1) 8" poured Actual foundation width 8" poured Foundation Vertical Rebar Table used Table R404.1.1(2) Vertical rebar required #4 at 56"oc Rebar specified #4 at 56"oc N.E. Development West Mountain, Garage Right Window Schedule ID Mfgr. Size Type Tempered Low E Rough Open. Glass Vent Egress Open. Glass Req'd Req'd Clear Open: W x H 1 Andersen 2817 Basement No No 2' 8-5/8"-x 1' 7-1/4" 2.60 6.71 NA - NA 2 30510 DH No Yes 3'2-1/8"x 6'0.7/8" 13.75 7.61 7.58 33-7/8"x 32-1/4" 3 2852 DH No Yes 2' 10-1/8"x 5'4-7/8" 10.48 5.88 NA NA 4 2832 DH Yes Yes 2' 10-1/8"x 3'4-7/8" 5.98 3.39 NA NA 5 2852-2 DH Twin No Yes ' 7-15/16"x 5'4-7/8' 20.96 11.76 5.86 29-7/8"x 28-1/4" 6 3032 DH No Yes T 2-1/8"x 3'4-7/8" 6.87 3.85 NA NA 7 6068 Patio Yes Yes . 6'x 6' 8" 1 29.80 1 17.85 17.85 28-1/8"x 75-3/8" 8 lAndersen 24510 DH No I Yes 2'5-5/8"x 6' 0-7/8" 1 11.97 1 6.71 1 NA NA Jotes: *1 - Windows shown are Andersen double hung unless otherwise specified. *2 - Contractor to verify rough openings with manufacturer's specifications prior to framing rough openings. *3 - Should the contractor or client change the window manufacturer to one other than that specified the specs shall be submitted to the engineer for review prior to ordering the windows N.E. Development West Mountain, Garage right LIGHT VENT SCHEDULE Code(sfl Room Actual(sfl Code Egress Actual Egress Open Area(sfl Glass Vent Window ID Glass Vent Egress (sfl Window ID Egress (sfl W x H Dining Room 137 10.96 5.48 7 29.80 17.85 NA NA NA NA Great Room 205 16.40 8.20 (2)2, (2) 8 51.44 28.64 NA NA NA NA Master Bedroom 193 15.44 7.72 5 20.96 11.76 5.70 5 5.86 29-7/8"x 28-1/4" Bedroom#2 149 11.92 5.96 5 20.96 11.76 5.70 5 5.86 29-7/8"x 28-1/4" Bedroom#3 157 12.56 6.28 2 13.75 7.61 5.70 2 7.58 33-7/8"x 32-1/4" C�m Q N O LY Zt, CYO W � a�iv ? O m - 3 4 6 8 12 3 4 6 8 12 3 4 6 8 12 on on on on on on on on on on on 'on on on on 12 12 12 12 12. 12 12 12 12 12 12 12' 12 12 12 1.0 50 10°\ 37.50 - 150 0.8 0.6 \r' All All \ All Other Surfaces \ Other Surfaces Other Surfaces CS �� \ 0:4 Unobstructed' Unobstructed , \ Unobstructed \ Slippery Surfaces Slippery Surfaces Slippery Surfaces \ with R-e 30*(5.3**)fot, \ Unventilated Roofs \ \ 0.2 yr R z 30*(3.5**)for i \ Ventilated Roofs i \ \ *0f-h-ft2/Btu \ \ 0 **K-OM - I 0 300 660 900 0. 30o 60° 900 0 300 600 900 Roof Slope Roof Slope Roof Slope ! 7-2a:Warm roofs with C1<1.0 7-2b:Cold roofs with Cj=.1.1 7-2c:Cold roofs with C1=1.2 FIGURE 7-2 tE ) GRAPHS FOR DETERMINING ROOF SLOPE FACTOR C,FOR WARM AND COLD ROOFS(SEE TABLE 7-3 FOR C1 to m N —, .. f.+.:L. .. r. h,r.M e* '4 M. e 1 r. aA '•-C„Y- .f:L x.: lfr 1^9:, �.....d.KIf�;M.,C}G., v. .k i�(< r �.�,. .'F7 TI is N f`r tk .. +V .. .�' . ... .,. t�: ,:.-�...., -'1' >..,.�... ....�. +.'f.......> f �yl.., „,4�,., � ..-.K. u r9....,.,.. t?:�. ... .,..�. ..�.FM1 r. hr .A+� x,th. im .r-r,+x r' 'df�. v�1ror. „%y�. r.iv.+,.. +>1.5 :Fa•.a.rG,,...,,ye asr.r e'^��,rrr....c':r-�: x_ .l btv.�MJ rY. n n..�.,.n J at� '.(€ ,.'f.....�... ,... .. .. _� .r. .... ..... TABLE 7-2. EXPOSURE FACTOR,Ce Fully Exposure of Roof* Terrain Category• Exposed Partially Exposed. Sheltered A(see Section 6.5.6)• N/A 1.1 1.3 B (see Section 6.5.6) 0.9 1.0 1.2 C see Section 6.5.6) 0.9 1.0 1.1 D(see Section 6.5.6) 0.8 0.9 1.0 :F{ Above the treeline in windswept mountainous areas. 0.7 0.8 N/A r In Alaska,in areas where trees do not exist within a 0:7 0.8 V. a!, 2-mile(3 km)radius of the site. - F� The terrain category and roof exposure condition chosen shall be representative of the anticipated co during the life ofthe structure.An exposure factor shall be determined for each roof of a structure. +t A ?004 :1 `. TOWIV OF QU �y F *Definitions SUIL®Ilvo ANU C® URy _: 3 PARTIALLY EXPOSED.All roofs except as indicated below. 't FULLY]EXPOSED.Roofs exposed on all sides with no shelter**afforded by terrain,higher structures,or trees.Roofs • , ��� - tl that contain several large pieces of mechanical equipment,-parapetsthat-extend.aboae_the__height_of-the-balanced_MQW-._.____�____ load(hy),•or other obstructions are not in this category. t SHELTERED.Roofs located tight in among conifers that qualify as obstructions. "Obstructions within a distance of 10h°provide"shelter,"where h° is the height of the obstruction above the roof level.If the only obstructions are a few deciduous trees that are leafless in winter,the"fully exposed"category shall be used except for terrain Category"A."Note that these are heights above the roof.Heights used to establish the terrain r '' category in Section 6.5.3 are heights above the ground. ' TABLE 7-3 ur THERMAL FACTOR,Ci s i z Thermal Condition* Ct All structures except as indicated below 1.0 Structures kept just above freezing and others with cold,ventilated roofs in 1.1 w, which the thermal resistance(R-value)between the ventilated space and the Z3 !- heated space exceeds 25 F°•hr-sq ftBtu(4.4 K•mW) Unheated structures and structures intentionally kept below freezing 1.2 - 4SN�'n�.'. . Continuously heated greenhouses** with a roof having a thermal resistance 0.85 (R-value)less than 2.0 F°-hr.WBtu(0.4 K•mW) *These conditions shall be representative of the anticipated conditions during winters for the life of _ the structure. lt=; **Greenhouses with a constantly maintained-interior temperature of 50 OF (10°C) or more at any. point 3 ft above the floor level during winters and having either a maintenance attendant on duty at all times or a temperature alarm system to provide warning in the event of a heating failure. a s TABLE 7-4 IMPORTANCE FACTOR, c, /,(SNOW LOADS) R^N� Category* #,._., I 0.8 ptfi7(;. IL 140 Y IV 1.2 '= *See Section 1.5 and Table 1-1. t STATE Cf NEW ti-0111K COIJ?M CIF KARW+) 1�'�=r z�c ' \=' '•'r'=��M>l11TS/ of I6 VounV of y1armn, Bolts of rbiu York 00 WFiMV CLRTIFY U14 WMvIlnq M the SK'Ird% to my aft1eft we goes ob CM prvp3rt/sh®wn On L-11 Ir�p htv�"an . �Ccwdy 7reasc.wr ,;�� DEED :LINE (SEE NOTE N°1) rf WEST MOUNTAIN ROAD. NI-MO N 899- 19`-40 E 170.od \I.R.S;� N 890 9` 40'E 120.08 � S 8 � POLE 91 11 -1- - E 101.61 01 t i TJ t oZo 61' PO I M NI-MO REMOVE 1 1 25' S 206-10'-00" E POLE 89 _ ` ti EXISTING ,� - M!N ET SETBACK 83 DRIVE 121_�� C { MAPLE - t OFPROPOSED COMMON -� I. ACCESS DRIVEWAY TO APPROX. HWY. 1 I l SERVE BOTH LOTS EASE. LINE =+- I (SEE NOTE 2) 1 I PROPOSED SLOPE GRADE \ 1 O \. HOUSE AWAY FROM I 00 PROPO ` ♦` / N LOCATION STRUCTURE I N tV tIO'MIN. LOT(D O -x 1 20'. PROPOP A SEPTIICSTANK `-'•00¢ AO• MIN. SIDE \ O 2 .rI (. I STY. \\ // 3 NZ j I"BENT _ MIN. SETBACK I LOG HOME r y - - p PROPOSED r I.P.F. o d LEACH r 'r N FIELD It T 1qN. ZM? N 820-59'-40"I,t�RAW l�' r S.Opo ' I.R.S:p ! i ! .. ll � 7 !� ► rI e t er REScheck Compliance Certificate Checked By ate New York State Energy Conservation Construction Co e REScheckSofiware Version 3.5 Release Id -~ Data filename:Untitled.rck PROJECT TITLE:N.E.Development TOWS� . BU�LDII� QgNp.4�VSCODE�URY COUNTY: Saratoga STATE:New York HDD:7244 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:05/25/04 DATE OF PLANS:May 25,2004 PROJECT DESCRIPTION: West Mountain Ranch Garage Right DESIGNER/CONTRACTOR-- Engineering America Co. 23 Church Street Saratoga Springs,NY 12866 COMPLIANCE:Passes" Maximum UA=371 Your Home UA=335 9.7%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 1635 30.0 0.0 57 Wall 1:Wood Frame, 16"o.c. 1641 19.0 0.0 83 Window�1:Vinyl Frame:Double Pane with Low E 180 0.330 59 Door 1: Solid 21. 0.160 3 Door 2: Solid 19 0.150 3 Door 3: Glass 40 0.330 13 Basement Wall 1: Solid Concrete or Masonry 1403 10.0 0.0 110 Wall height:7.6' Depth below grade: 5.6' Insulation depth:7.6' Window 2: Vinyl Frame:Single Pane 13 .0.500 7 Furnace 1:Forced Hot Air,85 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 asp g they areattesting Aat qe mq/hisa2 knowledge,b[o! t and professional judgment such plans or 92m26ons are in comp!! \ ^Code ± . / Wi ^ � \ G ad I�elS�J � ��\� ® �� Date \ 0, a Z . �� . . ����� 3 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id DATE:05/25/04 PROJECT TTI'LE:N.E.Development Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R 30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/5.6'bg/7.6'insul, R-10.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] I 2. Window 2:Vinyl Frame:Single Pane,U factor:0.500 For windows without labeled U factors,describe features: . #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: 1. Door 1: Solid,U factor:0.160 Comments:Front Door [ ] I 2. Door 2: Solid,U-factor:0.150 Comments: Garage Entry [ ] I 3. Door 3: Glass,U-factor:0.330 Comments:Patio I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,85 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. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ) I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R 2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),.mastic-plus-embedded fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.-(500 Pa). [ ] I 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. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls:. [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I 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. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated dimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF 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 toll' Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 15 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 RVAC 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 LO 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 A 1.0 -1.5 1.5 NOTES TO FIELD (Building Department Use Only.) `off (L--f F-�4.T ����.}� ,�C�G3�/,r�� t�s�7-,.d�g•�.1��" `i�-d�tn 4�*'�a 17 '131 (S QP Iz 6VVX7 wi I t:l gy n '. Cw. `D 3 I _ I;. jvt -- - c` - . . - -'j ----------------------------- V+ /3 b Z 6 6 F 4 I ._-_----.. . .._.-.-- t , = Mom O N Z a Z L1✓ 0 West Mountain Road I I utility pole ( I with guy �..p- N 89'-19'-40" E 120.08' S 82_.28�'20"iron pipe found I I E utility pole I I 101.61' with guy utility pole I \\ lot 1 I \ 1.00± ACRE S 204-10'-00" E 26.83'� z \ o U \ N lot 2 I 1 \ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP lands now or formerly of J \ N BEARING A LICENSED LAND SURVEYOR'S SEAL IS A I \ C VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE Tara A. LoDue I H NEW YORK STATE EDUCATION LAW. I 55.6' ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED ' SEAL SHAM BE CONSIDERED TO BE VALID TRUE COPIES. grovel drive chimney THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN house ABSTRACT .OF TITLE OR TITLE REPORT AND IS, THEREFORE, CENTER OF 25' WIDE COMMON SUBJECT TO ANY EASEMENTS, COVENANTS, OR RESTRICTIONS ACCESS DRIVE TO SERVE BOTH OF RECORD OR ANY STATEMENT OF FACTS SUCH DOCUMENTS LOTS 1 do 2 AS SHOWN ON WOULD DISCLOSE. REFERENCED MAP. stepsLA N Nf•`' .DM REFERENCE DIAMOND POINT REALTY CORP. TO NDG CONSTRUCTION LLC. 'S 00—59.—10 W 24.43 --1 DATED 11 SEPTEMBER 2004 AND RECORDED IN THE WARREN N 82'_58,_ COUNTY CLERK'S OFFICE ON 14 SEPTEMBER 2004 IN LIBER iron pipe found W ut" pole 1406 OF DEEDS AT PAGE 78. , 125.0cy with y guys MAP REFERENCE / Jiron pin found MAP OF A PROPOSED SUBDIVISION OF THE LANDS OF RICHARD / K. METMER do SANDRA E. WOLF DATED APRIL 4. 2003 AND N / FILED IN THE WARREN COUNTY CLERK'S OFFICE AS MAP B-220 Jo 0 /-- occupation line (debris) PREPARED BY JOHN F. GRADY, LAND SURVEYOR. w / TAX MAP REFERENCE lands now or *fterly of TOWN OF QUEENSBURY: 295.10-2-30.2 3 Martin L & Vernd C. Myers j (I shed \y stockade fence iron pin found — N 82,`�f 0" W 61.95 iron pipe found / o 6 0 REcEj,,,f ED 2 lands 4ow or formerly of MAY Neil L. do Joan Lavigne 2 4 2005 s Q 6�OF � / �G AND � — COpE g m `S URVE D BY MAP OF A HOUSE LOCA ION F oil NDG CONSTRUCTION { LC Flew suer DAVID F. BARRASS COMPLEX: 0' 30' 60' 90' LAND SURVEYOR 1/3/05 DAVID BARRASS 5 MAPLE STREET TOW of Qu w COUNTY 1 6 OS a L.S. 49363 CORINTH, NEW YORK NEW 04-