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2003-993
TOWN OF QUEENSBURY Fltra 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030993 Date Issued: Friday, June 25, 2004 This is to certify that work requested to be done as shown by Permit Number P20030993 has been completed. Tax Map Number: 523400-226-015-0001-036-000-0000 Location: 22 BAY Pky Owner: STEPHEN & HELEN MARTIN Applicant: LORRAINE & DONALD METIVER This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Single Family Dwelling Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030993 Application Number: a20030993 Tax Map No: 523400-226-015-0001-036-000-0000 Permission is hereby granted to: LORRAINE& DONALD METIVER For property located at: 22 BAY Pky in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: STEPHEN&HELEN MARTIN Fireplace LARAINE METIVIER Single Family Dwelling $200,000.00 46 COOLIDGE Ave Total Value GLENS FALLS, NY 12801-1250 $200,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency DAIGLE, PAUL L. 16 RESERVOIR DRIVE OUEENSBURY, NY Plans&Specifications 2003-993 Loraine and Donald Metivier 1909 SQ FT SINGLE FAMILY DWELLING $229.08 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, December 12, 2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town nsbury 4 Fri• , , ,ecember 12, 2003 SIGNED BY �` for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury Department of Community Development,742 Bay Rd.,Queensbury,NY 12804 (518)761-8256 A permit must be obtained before beginning construction. Permit No.: No inspection will be made until applicant has received a Fee Paid: 1. valid building permit. Form must be completed. Rec.Fee Pai Reviewed y: Applicant: L•�' � i G�a Owner: to m e 1 01 Address: Address: 2.2 � i� Phone#: r�,,J i06, Phone#: �C(7 —„I'ZOG Tax Map Number: /210.I ' - I - � Subdivision Name: (if applicable) Lot Number: /House Number: — /Street Name — OR T Property Location: 4361 a /New Building. esidential Commercial Estimated Market Value of Construction:*QCO two o Addition: es�/Commercial If an Addition,what will use of addition be? �, .o Alteration: Residential/Commercial o No change to Exterior size: Residential/Commercial ❑ Other work: (describe ) Check Below Occupancy Info 1``floor sq.ft. 2°a-floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling I er°1 11el Two Family Dwelling Townhouse Multifamily Dwelling of units Office RECEIVED Mercantile Manufacturing DF G 0 9 2003 1 car detached garage TO�Di nF(�UEENSBURY 2 car detached garage gUILDIN AND CODE 3 car detached garage 1 car attached garage 2 car attached garage 3 car attached garage Storage Bldg.,Comm. Storage Bldg.,Res. Other • What is the proposed height of the structure: 0A2 feet 5 inches Will any second-hand or ungraded lumber be used? If so,for what? No.of Fireplaces to be installed: 1 S•OC% No. of Woodstoves to be installed: List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address Phone No. Builder U.1'- ( jr., 1 u5e-ftloir Pi'�a P, j Q tk'rms&(t 9 3- i oc ' Plumber h6(. i IS nAi�� c J� 1)Dr+'� iq6-532 Mason 06 0 'iceele/ 1 D � '�- `I i t „ 1(1 -Qic`t4 Electrician L 9lu,s �� �i<� ClArOue>Ave} 1-16) a /. 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 Surve by a 'censed surveior;drawn to scale,showing actual location of all new construction. Signature: C� (circle one: owner,owner's agent,architect,contractor) Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: 2 eZZt> f .(-Lek), ut File Permit No.cZa3RCI3 Tax Map No. 2 ..I'/ I / Fee Paid Owner's Name: l,otle 9bi'_A i Uc�f' Address: 22 1 (k ,l,J0 *(.,( 2. INSTALLER'S NAME : CArtalkil eeck.)&b "4 PHONE NO. -7 -04 3 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = *SO Garbage Grinder Installed yes_ / no X Spa or Hot Tub Installed yes_ / no X 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is ft. other Lake CiPor-, Percolation Test: (To be completed by licensed professional engineer or architect) Rate: Igo minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: b poo gallon (min. size 1,000 gal.) Tile Field: each trench 5 5 ft. Total System Length: 2'75 ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: it/Z / depth or thickness 1 feet Bed System Size: — x — Alternative System: a length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. g Signature of responsible person Date �ti '1 on of (1m:ens'bury i3' Sowers :tnt1 Sowni e Disposal Chapter A1�I�c•ttclix (: A1 .$t)IRP'i'K)N Fll,IJI) . sI;PA1tivl'1ON R,FAII.J1lt Ili[N114:N'1'S ' - , ...*:‘, ..,......117trita4 0. --.. ......,‘„.. e...•12„,)_ "--...."4 ' ke � 11\--- r 11111 WEAL Di ���Tx'ft. .\1 r&I u�14. f�q‘ft USnr�� _.. 1. .. • - i 1 . 4 ,..--'1. di ,/ -- ----- ,i .__.... ,_....,._..-1 I) ya. 1eus Gh�AE / :>�' It�.�u�s� G . E�1 l cvavl�PI lc, 1 \ 111./ .0.41/41 ./ c-"- (Mime.g \N...,,.,..... rrf.k +na 1 f`10.L.D j . ; I /y - 7. SIGNATURE &INFORMATION FOR.SS'UN sLr,rr..Nowr` \I', .',••,••••, , Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances i Date ) i I . , 20 0,3, Permit No. . . Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: L ' E' 1 A,..,l c: Stove: wood coal pellet gas Fireplace insert , Address: I(> '` i' .-}t:i '-`i €t'C Fireplace, factory-built: wood a 9i i 7 v,..t t_ . , :0-,19,.'t,t L '). Fireplace, masonry: wood gas . l ' Furnace: wood gas oil Phone: -IA 1= - '}iC{r If non-masonary applicance,please provide Manufacturer Name: Owner: ti a.;� t A„-' = fi?f)y'4�� �:1 �I� ,�-���. r1, y Address: � �� ,��r ,�.-c t:k . Model Number: Chimney Information Phone: ' ''i- 1'2,0,2... (circle appropriate words) Masonry block brick stone Flue tile steel size: inches Exact Address: '24- ✓'t-ti f •%r0-'C.-� of construction or installation Factory-Built Manufacturer name: 6 ;4 lc Model Number: . Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury . Handouts regarding required inspections. Double wall / Triple wall / Insulated /!, Direct venting Chirnney Liner 1 Caaiailfter' pe rtm zt—T'olaanr: coifQueeari,erbury, Mew—Yorlic- . Fire Marshal Code# $Collected $Refunded Received from (refunded to): address: A 173 3389 (190) Public Safety '-"'`a / r A 233 2655 (230)Minor Sales _ DATE /"•! / , i g 1 �y'' � t1 , .. - Tw...,..,..G Om D White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) Queensbury Building & Code Enforcement - Residential Final Inspection '� r, tce No.(518)761-8256 Arrive: am/pm Depart:C' �'� �am/pm r`� Date Inspection request received: Inspector's Initials: NAME: 'e ; \)-RAyp PERMIT#: 63 993 f) ify) LOCATION. aZ D 6'.r- t r�? DATE: If)'��S()H 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 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. 1 Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: / Every level: i Every Bedroom: V Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window lumbing 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 Xarage fireproofing/ hour fire door/door closer / uct work Sealed properly �/ Gas Logs in Sealed or Glass Enclosure Attic access 30 in,x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24" access, 1 sq. ft.-150 sq. ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan Y As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0 [Temporary/Permanent] 1 L:\PamW\Building&Codes\Inspection Forms\Res.Final Insp. form 2.docLast printed 2/12/04 TOWN OF QUEENSBURY BUILDING S CODE ENFORCEMENT a 742 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING (hotel, motel, apt. complex) DATE INSPECTION REQUEST RECEIVED: NAME 04.4101/ LOCATION DATE 5117I PERMIT f 05"--Gt91.3 I TYPE OF STRUCTURE 4) FOOTINGS BACKFILL FRAMING PLUMBING_ INSULATION N/A YES NO CHIMNEY/"B" VENT/HEIGHT PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH J!EATING/HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL _ SITE PLAN/VARIANCE REQ. U FINAL SURVEY PLOT PLAN, IF REQ "h OK TO ISSUE C/O OR C/C Q Residential Final Inspection . 2,-j- 02 �� p Office No. (518) 761-8256 Date Inspection request received: • /Z fAlte' Queensbury Building&Code Enforcement Arrive: am/pm\r,D�part. 6 am/pm 742 Bay Rd.,Queensbury,NY 12804/ Inspector's Initials: `J�l�� �j NAME: \� 1 l C_'.`> PERMIT#: C/ LOCATION: 3 �r DATE: - TYPE OF STRUCTURE: c C Comments Y / N N/A Chimney Ht./"B"Vent/Direct Vent Location ,// �^ � Fresh Air Intake ✓ Q 3 inch Plumb Vent through roof 41 1 e- I �� Roof Complete / Guard 30 in. or more @ stairs,decks,patios F� 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. I Platform at all exterior doors ✓� Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. �Handrail Termination at Newell Post or Wall / / 8 inch clearance to sill plate d/ iv(i . ' Gas Valve shut-off exposed/regulator 18"above grade �i Gas Furnace shut-off within 30 ft. or within line of site / Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler / Relief Valve(s)installed ✓ Interior privacy/trim/doors/main entrance 36 in. J Bathroom/Kitchen watertight / Safety glazing �// Window in stairwells safety glazing V. Interior Smoke Detectors: (/ t � /t2 Every level: / Every Bedroom: i I/ �j(t�Qr,(C idj(S I �,✓ Outside every bedroom area: Inter Connected: / Battery backup: /I/ Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures / /l Foundation insulation bvs fA. (A)50(_ Floor truss,draft stopping finished basement 1,000 sf _ Emergency egress below grade Basement stairs closed rise>4 inches //t/' /' hour fire door/door closer � Garage fireproofing L r Duct work Sealed properly 76A-e- p✓�- vb(��S Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"acces , 1 sq. ft.-150 sq. ft.vents Building No./Addr visib fr m r ad Final Electrical '?/`T/ L �� Site Plan /e Varian requi ed / A1G6O /7yg t Final SurveyPlot Plan G 'itVq./ As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if required Okay to issue C/C(Cert.Of Compliance) Okay to issue Temporary C/O(Cert. Of Occupancy) i Okay to issue Permanent C/O(Cert. Of Occupancy) p/,, L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 � ©((/ 4 , . Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: am/ifyigelpartm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 1,6-ia/fe, O PERMIT NO.: 3—77,T� LOCATION: V/ifiele.(ie INSPECT ON: 5 i/6 y RECHECK: /• Comments and/or diagram Soil Type: Sand Loa /Clay Type of Water: unicipal/Well Water 4- - f-6 Waterline separation distance Arn f- ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Z OMNI Length of each trench — ft. Depth of trenches 2— ft. Size of Stone 4-2---- Seepage Pits: Number Size: x Stone Size: Piping Si e Type Building to tank --.� :- © 0 Tank to Distribute Box I. xr0 2-O Distribution Box ield/Pit vt AA Opening Seale Y N/Partial Location/Separations Foundation to tank mb ft. Foundation to absorption 2 ft. Separation of Pits " �� ft. f f Conforms as per Plot Plan '1. N 56ti .__rd U(L/ Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear /6,4 0C System Use Statu • Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 LAKE 61E0R6E PARR15 13AY) No * SEF • R5_Lit tAFFROX.) CU VEI * FIN' 6 it 0 Tw EXi rp6'll 1'rE GAR nE LF 106.45 FED * SEF n6. l' 5E * SEF FOt r- �' EXISTING, STRUCTURE TO SE DEMOLI6INED MU `- - - ' RI F I' S'r" NOl 0 FOOT 5N0 ,------ t I) IP y \ =_=-" ` a I ' ;_.__=__ _ a t- a; -!can �'3` t V `, „ (-,-_-_\ , O� Q WALL __________ = ;IL C', l 2 AB. N N �/. I l', N i, iN OF cUE E vi EP ____ __ ___________ __ ,-t l D STC 1- --_ 4 . o ____ jD mm IOTA a i ;° 2626 ` 2LW 1000 6,AL. SEPTIC TANK L = 5 5- HOLE DST. PDX 1 __ter. 4" DIAM RIe�D PVG V,______---- SOLID DRAIN PIPE ER ----" ` nE1, `- ------ ;'10-FT. RADUS S'l�`43-]�W EXGE 56-FOOT�( 36-FOOT 28 p MAInT PRAINA6� SWALE 1 T 1 PRE FOR STd,RMWATER S C�'� RUNOFF;RETENTION 4" DIAM. RIND 'VG Si; PERFORAT;i. DRAIN PROP / -___ PIPE, 275 TOTAL AND eu( L( — /7��a(�° 12„ DEEP x 4" WIDE #2 5GRUSNED TONE WITS 6" TO 12" SOL COVER kill . Cr i r z MOVE Iy9�3S F�FT _ 44 E EXISTING, SI-ED /tN CI Aft Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ v� Depart: t0 �kj am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: re- NAME: ('NCI l/1C- PERMIT NO.: D --C'/ [ LOCATION: /Q j,k.,;o Cr' INSPECT ON: S- y a�f RECHECK: / / Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches _ ft. 44— /41- 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 Front Middle Rear System Use Status: Ap oved rtial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. JO3 . Main Office 176 Doe Run Road-Manheim,PA 17545 )9,3 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 'ermit No. Cert. NO 76034 Cut-in Card No )wner rY)er-7&7LI/ea 2-2. 6 g-y Ace('y ocation nstallation Consisting of,53 Fry/r?-"A`i Wr-er13-419 72; i G /A) 611-02 /PiS l4°‘ 3 r-44-IS nstalled By P A.5 -Cter, Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is :ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of m g inspections at any time, and if its ules are violated,the Company shall have the right to revok this rtificate. Date 7--e+ INSPECTOR A.6 Member N.F.P.A.,I.A.E.I. t1 Framing / Firestopping Inspection Report --a e.---- -4-d1/' - Office No. (518) 761-8256 Date Inspection request received: 3 6 Queensbury Building&Code Enforcement Arrive: am/ epart• m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials, NAME: Hel vi 2/ PERMIT#: v 3" 99 3 LOCATION: 6 INSPECT ON: 3 S 6 TYPE OF STRUCTURE: 4, Y N NIA COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour ,), Fire wall 2, 3,4 hour 7 11esto p g _... / Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Pr ` , Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: ', / Queensbury Building& Code Enforcement Arrive: am/p art:ii _ c5 Vam/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 1 J 1 6r 42- PERMIT#: 05, 0 ( `'' LOCATION: +Jib k&.l�CO,t � INSPECT ON: `'S�r', r TYPE OF STRUCTURE: 1 Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour F' e wall 2, 3,4hour '/ Firestopping f- ./tr 4A40 ((Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 . P`r`v Rough Plumbing / Insulation Inspection Report 7„,„ I Office No. (518)761-8256 Date Inspection request received: , i Queensbury Building&Code Enforcement Arrive: am/p art: j / am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: C NAME: V\ &'\ 9012. PERMIT#: .— c),;. LOCATION: rl`j 4v2- L j INSPECT ON: "-j TYPE OF STRUCTURE: r2C�G0 Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes iWat r Supply Piping • opper Commercial Copper,CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly i. AKet-)C- e-C--- [Z COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report r2- 105.e., Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p art: ` am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: tik'~ "\" i U PERMIT#: 0-a — ct q BLOCATION: _ . cRec,UJ1C`i INSPECT ON: - ( 0 t TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents /11 % tow- - e Cast Iron,Copper Drain/Vent/Comm. AfiR P 'K/4/°* 4‹. Plumbing Vent/Vents in Place _ �. ��//�� Rough Plumbing/Nail Plates '-U7)/UQ _ (*c>X ei V'�- Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes W ter Supply Piping • / Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check o � �SK C R . Proper Vent,Attic Vent ©�� T Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace uct Work Sealed Properly 1 kirCOMMENTS: • L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque ce' : Queensbury Building&Code Enforcement Arrive: a art:•IELV 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: v"`l T 1 f/ PERMIT#: C crt 3 LOCATION: ZZ I ��4-�tLL(Z�4-7 INSPECT ON: :3(/Q/0<f TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour if ire wall 2, 3,4 hour Firestopping \ Do V—. L Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: l 7 Queensbury Building&Code Enforcement Arrive: am/pp ,,pepart: ' S pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: G' NAME: " viir'✓ ,� PERMIT #: O 3 -qq 3 LOCATION: 1e, �wj 411 INSPECT ON: TYPE OF STRUCTURE: r -, , Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent I 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 Water Supply Piping Cooper Commercial CPVC,Pex One and Two-Family Inset Residential Check/Commercial Check ilor 4.-Q j Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 1p--fric- f„r.v_e_ Rough Plumbing / Insulation Inspection Report . ) Office No. (518) 761-8256 Date Inspection request received: c, U Queensbury Building&Code Enforcement Arrive: am/ r Depart• Z a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. Q &._ ACj• 41-1-- LOCATION: iqNAME: ° L L% 7��;- PERMIT #: 0 �/► 4�, INSPECT ON: OFS UC 1. C' TYPE TR 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 Plumbingiail Plates v" 1 : >Inch min. Drain Size ashing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercia Cooper,CPVC ex n e nd Two-Family Insulation/Residen eck/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: CCU Queensbury Building& Code Enforcement Arrive: Ai am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �� �GrG1-c •?; old— PERMIT#: 0 3- q 93 LOCATION: P INSPECT ON: TYPE OF STRUCTURE: 1 GI 664Z-4-1 d(9 13,V4g-k e-- Framin y N N/A COMMENTS Jack Studs/Headers V' ,- 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 it 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 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms v./ 24 in. (H) 20 in. (W) 5.7 sf above/below grade 1' 5.0 sf grade l L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 • Framing / Firestopping Inspection Report 'a Office No. (518) 761-8256 Date Inspection req - eceived: . Queensbury Building&Code Enforcement Arrive: a, pm De,art: '4t' a m 742 Bay Road,Queensbury,NY 12804 Inspector's Initia s: A NAME: PERMIT#: 03 " .3 LOCATION: �4yo„a- lr INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anc •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 1V2 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 00 1 ,3� Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pr (2 / Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (��/ NAME: PERMIT#: 0 LOCATION: �� ^ .r Wk),- INSPECT ON: — — TYPE OF STRUCTURE: C'� Comments Y N_ N/A Footings Piers Monolithic Slab Reinforcement in Place ' / c The contractor is responsible providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wailpour 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:\SueHenvngway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 i A i 0 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: / �/ Queensbury Building&Code Enforcement Arrive: am/pm ,�/ Depart/ 1''`5 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: �6-4-- S\c\ � � � PERMIT#: ö3- LOCATION:NAME: P k e, p�r-rc,A,„A. Qp\i- VJp INSPECT ON: TYPE OF STRUCTURE:a S�� v 9-: 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 • , e of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footin ain Stone: inch width 6 inches above footing 6 it poly for wet areas under slab l�k'all Approval 7 . 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 24"TRENCH WDTH / 51-10RYa-"°- VER50N / (TREN64-ES 72"OG.,TYPICAL) "FINSH 6RADIN6 SHALL SE SLOPED AWAY FROM BUILD 6 INCHES IN 10 FEET AND SHALL SE COMPLETED IN A .."iii—IuIIIID ,- �;� THAT MNMEE5 RUNOFF TOWARDS ADJACENT PROPEL IIIIII=III EARTH BAGKFLL Wf-)TOPSOIL COVER 5 O6 lYl'rE EXCESS OF TWAT WHGH ALREADY EXISTS BASED ON y`k MOUNDED FOR SETTLING SOIL COVER k GRADE SLOPES o IIIIII�IIIIII IQ 106.45 FEET "SEPTIC TANK SHALL SE INSTALLED A MNINLM OF 50 ~ MINIM �� THE SHORELNE,DISTRIBUTION BOX AND ABSORP1ON f `� PER PE SLE 4" 7/1LE UN RE ATE SU-DN6 BE AT LEAST 100 reel FROM SHORELINE IIIUhiiiiII "SEPTIC TANK MUST SE AT LEAST 10 FEET FROM TI-E _ FOUNDATION,AND THE NEAREST EDGE OF ASSORPTIO +'��' + • _ MUST PAVE AT LEAST 20 Fct I SEPARATION .�'�4.•,•~ "THE NEW SEPTIC SYSTEM E A REPLACEMENT FOR Al .:04Poj' ' O( 4"MN.DAM.PERFORATED DISTRIBUTOR — r -,I EXISTING STRUCTURE TO SE DEMOLISHED ��' SYSTEM THAT IS PART OF THE DEMOLITION OF TI-E E A 7440:is • PPE,SLOPED 1/16"TO 1/32'PER FOOT. I __ '•�''�'V �' GRUSLED STONE(3/4"TO 1-1/2"SIZE)OR I ——_ `f^II HOUSE ON THE SITE. Bs ',Y 1 �`0.�,:�4ti WASHED GRAVEL. .tom t p _ 50 FOOT sI�OR$UI'E_________ ___ _-- I ;; 6ROU1DWATER,BEDROCK,OR I Ii IMPERVIOUS LATER. ;; I _ __.__„=====c'= , _ _ I' SEPTIC SYSTEM CALCULATIONS U _ j, I_- _r ma �2X'3_ 3- PERCOLATION TEST(SEE LETTER ATTACHED TO PERM —� j �G/" DATED AUEUST 30,2003 FROM DAPEL W.RTAN,P.E.) N ,fi a F NE THE PERC.RATE AS 20 MN,40 SEC.PER INCH.PER µ 6� a NDVDUAL RE567EN(1AL WASTEWATER TREATMENT 51 DESK"iY HANDBOOK(1996),TABLE 5,P110,A 3-BEDROOI 0 • 330 6AL.PER DAY FLOW RATE REQURES 275 LIN Fl �,, WALL ---11-1 se -_ ;ucs. H;l' (1 9 20 ABSORPTION TRENCH FOR A PERG.RATE OF 21-30 M i - L Es __ ° 'o y� ;r CUEENSBUR^f STAIIDARP A350RPT 01 TREf G— ROOF _ _ utw, alloco� EDGE _ STORMWATER RUNOFF CALCULATION`. INSTALL ENTIRE SEPTG SYSTEM PER PYSDOH INDIVIDUAL RESIDENTIAL .5. WASTEWATER TREATMENT SYSTEMS DESI6N HANDBOOK,CURRENT EDITION. o' ro - TOTAL ROOF AREA-2626 SF f 2626 X 1.5-3939 6AL RUNOFF 2LW-3939:LW-1970 1111.,:i:I.,,, 1000 6AL.SEPTIC,TANK L.56 FT,W.36 FT 5-HOLE DST BOX NORMAL GRADE LEVEL - - 4 SOLD DR D PV�GEEROSION CONTROL PLAN 36" 1. SWALE DIMEN.,� y I'EW GRADN6 SHALL ESSENTIALLY MATCH EXSTIN6—� SWALE BOTTOM 1.6" ;"',10-FT.RADLIS $1r43-p_W MAINEXC7gry STOT RE NECESSARY TO RMWATER RU'IOFF GO TN Rq SoPER DRAIN 'f FOR ST E SWALE OT2gplprzr 1> PROTECT STOCKPILED SOILS BY ENCLOSING WITH SIL- C� \./ FOR STQRMWATER < PROFLE OF STORM VV ATER RUNOFF;RETENTON ' 4"DAM.RAID GO CONSTRUCTION AREA ASILT FENCES SHALL-�D INSTALLED XTEfTD FROM4PROPEn N PERFORAT;D DRAIN PROPERTY LINE,INSTALL ADDITIONAL PROTECTIONS TO RUNOFF SWALE PPE,275 HED T' ONE T TOWTITHAL AND SHORELINE AS MAYS BTE REQEUREDP BTLA T E hBLD6 DI a 12"CRDEEUSPX 4"WDE#Z 6"TO 12"SOIL COVER p p PROPERTY INFORMATION TAKEN FROM A MET VER RESIDENc "MAP OF A SURVEY MADE FOR pj��T ,cK LORAINE N. METIVER, STEPNEN MARTIN, JR. s SINGLE FAMILT RESIDENCE $ NELEN M. MARTIN" mrp SY VAN DUSEN $ STEVES 22 SAY PARKWAY. ASSEMBLY LAND SURVEYORS, TOWN OF QUEENS73URY, NEW QUEENSSURY, NT AND DATED 2 DATE. DRAWN 5Y, SCAL AUGUST 7, 2003 9935 F AT NOVEMBER 24,2003 JOHN SGHUMAKER UNL 44E TAX MAP NUMBER 226.15 1 36 cy�� 3 ExON s ABED (J j - I l SAT PARKWAY lnp9 Fir i aDTU)I ` 314^ 336, Permit Number (town use) Town of Queensbury Application for Stormwater Management Permit Under Chapter 147,Stormwater Management, LL 4-99 THIS APPLICATION IS FOR A p Major Project Minor Project 1. OWNER INDIVIDUAL D PARTNERSHIP U ASSOCIATION Q CORPORATION Q MUNICIPALITY U AGENCY NAME l-GrQloe 4 93,44.`4. 1Ylekie - PHONE i ?- �IjO MAILING ADDRESS 22 Pc,t/ CITY ( its , STATE tJY ZIP CODE i2 2. AGENT 0 SAME AS OWNER Pi CONTRACTOR 0ATTORNEY 0 CONSULTANT U CONTACT PERSON NAME L. ' I)0.-2t ilk PHONE '741/2 -6ic ce MAILING ADDRESS \ Rem\+d,( \ , CITY e t,, 40,0f. STATE LYY ZIP CODE 12 � 3. CONTRACTOR liSAME AS AGENT NAME PHONE - -MAILING ADDRESS CITY STATE ZIP CODE 4. PROJECT LOCATION FACILITY NAME(if not residential) SECTION Q2t,.IS BLOCK 1 LOT STREET ZONING CLASSIFICATION PROPERTY IS PRESENTLY p VACANT t PARTIALLY DEVELOPED p DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? gt No p Yes, name of subdivision 5. PROJECT DESCRIPTION PROJECT rf a-+Ve i 1, O( G. ne- - ti��1� C( u►n`�l. (f tAPi.c_cQ. ) 'rPylc-ce., PROJECT INVOLVES: p Earthwork/Landscaping p Tree Clearing kl House Construction or Addition p Driveway Construction p Garage Construction p Detached Structure 1.Septic System p Modification of a Stormwater Device p Other L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 1 of 3 1 ` • PROPOSED USE El Residential (seasonal) jg Residential (year-round) p Association p Public El Commercial • PROPOSED STARTING DATE e_ 2cc PROPOSED COMPLETION DATE rod, 2034 DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: 1 0-5% (Level) El 5-10% (Gradual slope) p 10-15% (Moderate slope) 11 Greater than 15% (Steep Slope) IS ANY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? Q Yes O.No (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY l i-i'21 ACRES ( ,Acircle one) TOTAL AREA OF LAND DISTURBANCE: Z.l"9?0+-1 FT2(do not include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: -'1-1' FT2 TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: )74( -t 44_1 . (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: l'Ico.A.C)43 HAS AN EROSION CONTROL PLAN BEEN PREPARED? J'9 Yes, plan is attached p No If no, please contact your County Soil &Water Conservation District for assistance: Warren County 623-3119 7. SITE INSPECTION - s During the processing of this application town personnel may need to visit this site for the purpose of inspecting, *measuring and/or photographing site conditions. I authorize town personnel to conduct such a site inspection yes A no I wish to be contacted prior to any site inspection LC-C y j A no -8. CERTIFICATION I hereby affirm that the information on this form and all attachments submitted herewith is true to the best of my knowledge and belief. As a condition to the issuance of a permit,the applicant accepts-full,legal responsibility for all damage, direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described herein and agrees to indemnify and save harmless the town from suits, actions, damages and costs of every name and description resulting from the said project. SIGNATURE OF OWNER DATE OI� � 1� 7 ��-cvt1 /a2//0216 SIGNATURE OF AGENT/1 jo/d2� DATE lOVA.? INCLUDE WITH THIS FORM: A Site location map A Project plans on $'/z X 11 size paper(Submit 4 copies of anyplans larger than 11X17) A Names and legal mailing addresses of anyco-owners of the property A Attachment A(for major projects only) - -ntrol Report(for major projects only Assessment Form(for major projects only Failure to include any one of the required items will result in an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies. for town use only L:\CRAIG\TEMPLATESISTWATAPPSTOWN STORMWATER APPL.DOC 11/2000 Page 2 of 3 The project is appro d as hown on the attached approved plans and subject to the conditions listed on the attached Sch u A.Approved by on 12/`24 3 Permit Expires 14/2.1g oning Administrator Date CONDITIONS OF APPROVAL 50 t( avkci frc5 on CC71,111,0 I yy 51.(7.3 t n lace r n 0 e- 11. e 0✓vy»^--rc ',,wE c vi 1-4-vvw;r r 9loirc c,h.ht tA_tl Ott slvrbei art s Mc ,( I 5f7•b./,zu� ATTACHMENT A yt1� , � .„.„ ,\ to Stormwater Management Permit Application Permits or approvals required from other agencies Agency Permit or Approval Date Applied Date Issued Adjoining PropertrOwners- - List all parcels within 500-feet Tax Parcel_Number Name . _ _ Mailing Address L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 3 of 3 AeNREScheck Compliance Certificate New York State Energy Conservation Construction Cod REScheckSoftware Version 3.5 Release la Data filename: C:1Program FileslCheck\REScheck\Metiver.rck TITLE:Single Family Residence COUNTY:Warren '-NO C) STATE:New York D HDD: 7635 e`. CONSTRUCTION TYPE:Detached 1 or 2 Family 2003 HEATING TYPE:Non-Electric C 0 9 DATE: 12/05/03 IoWt4 OF QUEENSBURY DATE OF PLANS:November 24,2003 pU1LOING AND CODE PROJECT INFORMATION: Metiver Residence. Bay Parkway Assembly Point Queensbury,NY NOTES: Ceiling I =low roof, Ceiling 2=upper roof, Wall 1=First Floor, Wall 2=Clerestory, Basement Wall 1=Concrete, Basement Wall 2=Framed with Slab Edge COMPLIANCE:Passes Maximum UA=408 Your Home UA=400 2.0%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 1309 30.0 0.0 46 Ceiling 2:Raised or Energy Truss 600 30.0 0.0 19 Wall 1:Wood Frame, 16"o.c. 1520 19.0 0.0 72 Window 1: Wood Frame:Double Pane with Low-E 277 0.340 94 Door 1: Solid 43 0.260 11 Wall 2: Wood Frame, 16"o.c. 383 19.0 0.0 21 Window 2:Wood Frame:Double Pane with Low-E 38 0.340 13 Basement Wall 1: Solid Concrete or Masonry 1320 11.0 0.0 86 Wall height:8.0' Depth below grade: 6.7' Insulation depth: 8.0' 1 Basement Wall 2:Wood Frame 184 19.0 0.0 9 Wall height:9.0' Depth below grade: 0.0' Insulation depth: 8.0' Window 3:Wood Frame:Double Pane with Low E 15 0.340 5 Door 2: Solid 22 0.260 6 Floor 1: Slab-On-Grade:Heated 23 10.0 18 Insulation depth:2.0' Furnace 1:Forced Hot Air,80 AFUE COMPLIANCE STATEMENT. The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer �� KAoMa Date � 1 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la DATE: 12/05/03 TITLE: Single Family Residence Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. I Above-Grade Walls: [ ) I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/6.7'bg/8.0'insul, R-11.0 cavity insulation Comments: [ ] 2. Basement Wall 2:Wood Frame,.8.0'hU0.0'bg/8.0'insul,R 19.0 cavity insulation Comments: Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2:Wood Frame:Double-Pane with Low E,U factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ].Yes[ ]No Comments: I ] I 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 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:0.260 Comments: [ ] I 2. Door 2: Solid,U-factor: 0.260 Comments: Floors: [ ] I 1. Floor 1:Slab-On-Grade:Heated,2.0'insulation depth,R 10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I ' Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,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 I leakage must be sealed [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I 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 I 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-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R 6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] 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 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. [ ] I 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. I 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. I 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 provisions of the Building Code ofNew.York State,the Residential Code of New York State or I 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 {rn•�ln+entt Tdn+Wn+n Cva+nma• [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the j levels in Table 2. Table 1: Mimmuum 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 Pipe Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range( ) 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) Project Name: Ki Vi BP# Address: 22J6��1 �CIYIG�Cwt 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 permit to the Town of Queensbury Building 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 ... ... ... ... ... ... ... ... ... ... ... ... . ❑✓eyes [—]no ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete .. [Oyes ❑no ❑n/a (2 copies) 3. Energy Gode Inspector's Report from CheckMate Program... ... ... ... ... .. [✓]ryes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)... ... ... ... ... ... ... ... []yes ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form... ... ... .[2tye ❑ ❑ 6. Electrical Inspection Form... ... ... [Jye E:]no ❑ 7. Two (2) complete sets of structural drawings... .. ... ... ... ... ... ... ... ...... ... . ayes 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. ... ... ... ... [v]yyes Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure ... ... ... ... ... ... ... ... ... ... .. yes Ono [—]n/a 10. Setbacks to neighboring wells and septic systems,including onsite well... . Oyes Ono [n/a and septic systems (if applicable) 11. DrivewayPermit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... [y]iyyes Ono ❑n/a �n b �3 Date: Staff Initial: L:\SueHemingway\Building.Pemut.FORMS\Generic Cliecklist.doc January28,2003 81 � deck Residential Plan Review: One&Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. i1.—Stamped l/ Plans: 90 Wind Floor Loads 40 sf \` Design Loads On p 70 Ground Snow Load Sleeping Areas and Attics 3 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. V Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height 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 v/ Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where / Required 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 + Spiral Not Allowed From 2nd Story ' rJ Smoke Detectors Battery Backup and Proper Location V 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 N PV 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 NOTES LAKE 6F:OR61E (NARRI5 SAY) * SEPTIC SYSTEM TO 5E INSTALLED In ACCORDANCE WITH "TOWN OF IAPPRpXJ QUEEN55URY On-517E 5EWA6E DI5P05AL ORDInAnGE", GURREnr 24" TRENCH WIDTH SNORE- VERSION ( TRENCHES 72" OC., TYPICAL ) * FINISH 6iRADIn6 SHALL 5E SLOPED AWAY FROM BUILDING LINE 6 INCHES In 10 FEET AND SHALL BE COMPLETED IN A MANNER _ THAT MINIMIZES RUNOFF TOWARDS ADJACENT PROPERTIES IN + 5-06-11'13'E EXCESS OF THAT WITCH ALREADY EXISTS BASED ON NATURAL- EARTH SAGKFILL WI?N TOPSOIL COVER GRADE SLOPES o MOUNDED FOR 5ETTLI1`16 PURPOSES. TIE L 106.45 F>5 * SEPTIC TANK 5NALL SE INSTALLED A MINIMUM OF 50 FEET FROM THE SHORELINE, 05TR5UTION Box AND ABSORPTION FIELD MUST ;o PERMEABLE 6iEOTEXTIL.E UNTREATED 5ULPN6 BE AT LEAST 100 FEET FROM SHORELINE PAPER OR 4" NAY/STRAW COVER. -�,. ''"�''` � C'1 * SEPTIC TANK MUST 5E AT LEAST 10 FEET FROM THE HOUSE N 'Z FOUNDATION, AND THE NEAREST E06E OF ABSORPTION FIELD -, MUST HAVE AT LEAST 20 FEET SEPARATION r ' EXISTING STRUCTURE TO BE DEMOLISHED 4" MIN. PIAM. PERFORATED PISTREUTOR I * THE NEW SEPTIC SYSTEM 5 A REPLACEMENT FOR AN EXI5TIN6 O PIPE, 51..OPEO 1/16" TO 1/32" PER FOOT. SYSTEM THAT 5PART OF THE DEMOLITION OF THE EXI5TIN6 Zf CRUSHED STONE (3/4" TO 1-1/2" SIZE) OR '- — �II HOUSE On THE SITE. WASHED GRAVEL. ____-- - ----- E 5ET6P,GK- - ---------------------------- --- GROUNDWATER, BEDROCK, OR IMPERVIOUS LAYER. ---= SEPTIC SYSTEM GALGULATIONS PERCOLATION TEST (SEE LETTER ATTACHED To PERMIT APPLICATION `Q DATED AU6L5T 30, 2003 FROM PANEL W. RYAN, P.E.) DETERMINED THE PERC. RATE AS 20 MN, 40 SEC. PER INCH. PER NYSDON Q ' INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEMS ;1 Q DESIGN HANDBOOK (1996). TABLE 5, P.110, A 3-BEDROOM NOISE WITH 330 6AL. PER DAY FLOW RATE REQUIRES 275 L.IN FT OF o° ABSORPTION TRENCH FOR A PERC. RATE OF 21-30 MINANCH. WALL ;o LINES �J �., n ROOF v 3 STANDARD A550R 'T ON TRNG�I �, 'r ED6E __ N STORMWATER RUNOFF CALCULATIONS INSTALL ENTIRE SEPTIC SYSTEM PER NY500P INDIVIDUAL RESIDENTIAL- WASTEWATER d TREATMENT SYSTEMS OE516N HANDBOOK, CURRENT EDITION. coo' `V TOTAL ROOF AREA - 2626 5F U Q ; 2626 X 1.5 - 3939 GAL RUNOFF -- --- 2LW - 3939 ; LW - 1970 1000 GAL. SEPTIC TANK L. - 56 FT, W - 36 FT 5- HOLE DIST. 5OX NORMAL GRADE LEVEL 4"SOLD DRAIN PIPE EROSION CONTROL PLAN 36" SWALE DIMEN. - NEW GRADIN6 5NALL E55ENTIALLY MATCH EXISTING SLOPE OF LAND EXCEPT WHERE NECESSARY To ALLOW PROPER DRAINAGE AND TO SWALE BOTTOM 6" 56-EDDY X 36-Fool 10-FT. RAMS �8014�-11-w MAINTAIN 5TORMWATER RUNOFF CONTROLS DRAINA69 SWALE �T PROTECT 5TOCKPLED SOILS BY ENGL05IN6 WITH SILT FENCIN6 FOR 5Td,RMWATER 3 F R O� I F- O F 5 T O F-M\„/A T�r RUNOFF;RETENTION [u 5LT FENCES SHALL 5E INSTALLED AT THE EASTERN EDGE OF THE +-- �/ I VY > '� 4" DIAM. RI640 vG CONSTRUCTION AREA AND SHALL EXTEND FROM PROPERTY uNE To Ur lOFF 5 W A J.. o PERFoRAT DRAIN PROPERTY LINE, In5TALL ADDITIONAL PROTECTION TO THE LAKE PIPE, 275 T TOTAL AND 5NORELINE AS MAY BE REOURED BY THESLD6G DEPT. a IT, DEEP X 4" WIDE #2 CRUSHED 501L OVER SIT • -A� 3 FpTFR �, PROPERTY INFORMATION TAKEN FROM A MST VAR RSIDNG "MAP OF A SURVEY MADE FOR �K LORAINE N. METIVER, 5TEPNEN MARTIN, JR. 3 SIN&L-E FAMILY RESIDENCE NE-EN M. MARTIN" 22 13AY PARKWAY, ASSEMBLY POINT SY VAN DUSEN $ STEVES . , - - � ' TOWN OF QUEEN55URY, NEW PORK LAND 5URVEYOR5, f DATE: DRAWN e'Y- SCALE: 7 - 20' 0" OUEEN51BURY, NT AND DATED AU61U5T 7, Z003 �`�3S FEET ' NiOVEMBER 24, 2003 JONIN SGNUMAKER UNLESS NOTED TAX MAP NUMBER 226.15-1-36 RECEIVED ExISTm6 s�ED ON 5LA5 SAY PARKWAY »09 FEE DEC 12 2003 ® T 33.6¢ F,FFT TOWN OF QUa:ENSdURY SHEET �-16-IZ-49- BUILDING,AND,CODE 1 OF 1 E DRAWING FLE METIVER.VWF DEED REFERENCE: MALCOLM C. CANNER TO LARAINE H. METIVIER, STEPHEN MARTIN, JR. & HELEN M. MARTIN DATED: JANUARY 4, 1985 BOOK 667 PAGE 933 -T4kUN ,Ozw DE �ANEI MAP REFERENCE: MAP OF LANDS PROPOSED TO BE CONVEYED BY FRANK S. HATHORN SR. DATED: OCTOBER 18, 1962 BY: GLEN B. COULTER CRU5HED 5TONE DRIVE O GARAGE /�2.3 1' �I( 89.83 i __N78D 05„w ,q an D us eh Steves Land Surveyors 169 Haviland Road Queensbury, New York 12804 '518) 792-8474 New York Lic. No. 50135 LANDS N/F OF B & B VENTURES, LLC 1315/268 PROPANE TANK AREA 24,421 sq. ft. 0.56 acres "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY NAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB-DMSION 2. OF THE NEW YORK STATE EDUCATION LAW.' .0%, OcTita FROIA Me GFJ:IdY pF TrU°-.O T� 'All tD "IT" AN OF.SGl-1 or TNC 1:4, SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES" 'CERTIFICARONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED N ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW VOW STATE ASSOCLA71ON OF PROFESSIONAL LAND SURVEYORS SAID CERTWICA IONS SHALL RUN ONLY TO THE PERSON FOR MOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 7I7LE COMPANY, GOVERNMENTAL AGENCY AND LENDNO INSTITUTION LISTED HEREON. AND IC, T„t .V5+4Ntt5 Or TNt ttN[)d+3 ui 7fTUFi•'.ir - 116- 83' N84°24'24"W O N �/ c C0 LAND6 Nlk- Ur' ROBERT ROHNE, et al 1094/255 Map of a Survey made for CAMP LEGEND: OIPF = IRON PIPE FOUND 0I.BOLT = IRON BOLT FOUND OIRS = IRON ROD SET/TO BE SET = UTILTY POLE # = LAMP POST - X = METAL FENCE 4 W r w � z r J O N RO LU •�//./�J �✓ Z. to o +� DOCK EOWGIE � z?PFR DECK u gOA TttOUSE LOWER cr, vrn-� �--� DOCK A, •�A LORAINE H. METIVIER, STEPHEN MARTIN, JR & HELEN M. MARTIN Town of Queensbury, Warren County, New York PUMP tTOU5E DOCK "-20' S-1 U 2 5-06-04 HOUSE LOCH TION SHEET 10F 1 1 10-29-03 SHOW PROPOSED HOUSE/SEPTIC METIVIER C 1061 NO. DA TE DESCRIPTION DWG. NO. 03200 I U C\ n •i 9-1-33/226.15-1-36 NOTES 12 a FILE COPY SVIN6 PER CONSTRUCTION CONTRACT �— VENTING WALL FLASHIN6 AT ROOF -WALL TRANSITION, TYP. 12 O CLASS A, 30-YEAR ASPHALT SHIN6,LE5 5 OVER 15-L5 FELT UNOERLAYMENT, TYR m N 11' r 1� NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER NOTICE FOAM INSULATION MUST BE COVERED BY A 15 MINUTE THERMAL BARRIER TOINNOFQt1EEHS8t►RY BUILDING D�IRTMENT &uw our amw 12 °� wwNh our c aoimienb a Codes OWNER -BUILT FIELDSTONE RETAINN6 WALL --- • EXTERIOR DECKI1`16 AND RAILINGS SHALL BE OF CEDAR, OTHER DECAY RESISTANT WOOD, OR SYNTHETIC MATERIAL THAT 15 IMPERVIOUS TO WATER DAMA6E. • DO NOT 5CALE OFF BLUEPRINTS; USE DIMENSIONS 61VEN AND CALCULATE OTHER DIMENSIONS BY USING TP05E SHOWN. • INSTALL DOUBLE ROW OF ICE ff WATER BARRIER UNIDERLAYMENT UNDER ROOF 5HIN61.-ES AT ALL EAVES, AND A SIN6iLE ROW CENTERED ON ALL VALLEYS • DO NOT 5CALE OFF BLUEPRINTS. USE DIMENSIONS 6iVEN AND CALCULATE OTHER PMEN50N BY USIN6 TP05E SHOWN • MAINTAIN 6" MINIMUM CLEARANCE FROM FINSH GRADE TO ALL UNTREATED LUMBER OR FINISH WOOD MATERIAL5 • SLOPE 6RADE AWAY FROM BUILDIN6 6 INCHES IN 10 FEET. TYPICAL, FOR DRAINA6E. FINISH 61ZAOE SHALL AL50 BE SLOPED TO FACILITATE U5E OF ANY 5TORMWATER RUNOFF 5WALE5 OR CATCH BASINS THAT ARE SHOWN ON THE SITE PLAN • DECIc5 30" OR MORE ABOVE &RAPE REQUIRE RAILINGS CONFORMING TO RCNY5 116UARDRAIL" SPECS. TOP OF RAIL 36" MIN. ABOVE DECK VERTICAL BALUSTERS SPACED 50 AN OBJECT 4" IN DIAMETER CANNOT PASS BETWEEN BALUSTERS • HANDRAIL-5 ARE REQUIRED ON STAIRS OF 2 OR MORE RISERS. RAILS SHALL CONFORM WITH "&UARORAIL" SPECS IF TOP TREAD 15 30" OR MORE ABOVE GRADE NOTICE SMOKE DETECTORS ARE REQUIRED IN BEDROOMS, ADJACENT TO BEDROOMS, AND ON EACH FLOOR LEVE INCLUDING CELLAR OR BASEMENT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED ON ALL LEVEI ALL SMOKE DETECTORS MUST BE BATTERY BACKUP. CARBON MONOXIDE DETECTOR REQUIRED OUTSIDE LOWEST SLEEPING LEVEL. aCO3-993 RECEIVED DEC 0 9 2003 TOWN OF QUEENSBURY T( NO ANth�OEy FV4-iChS.... 4 SIN61L_E FAMIL-T RESIDENCE 22 SAY FARKWAT, A55EM5L-T POINT TOWN OF QUEEN55UfZT, NEW PORK DATE: DRAWN BY: SCALE 3/16" a 1'0" NOVEMBER 2 _ ONN 5CHUMAKER UNLESS NOTED KF 17y �rn k �O o S�IEET 1 OF 7 0 ) DRAWIN6 FILE : METIVER.VWF Irl HANDRAL REQUIRED ON ONE SIDE OF 5TAIR TO GRADE NOTE5 EXTERIOR DECKIN6 AND RAILN68 SHALL BE OF CEDAR, OTHER DECAY RESISTANT WOOD, OR SYNTHETIC MATERIAL TI,AT 15 IMPERVIOUS TO WATER DAMAGE. • DO NOT 5GALE OFF BLUEPRINTS, U5E DIMENSIONS QVEN AND GALGULATE OTHER DIMENSIONS BY U51N6 THOSE SHOWN. * INSTALL DOUBLE ROW OF ICE ff WATER BARRIER UNDERLAYMENT T UNDER ROOF SHIN6LE5 AT ALL EAVE5, AND A 5ML-F- ROW .C— CENTERED ON ALL VALLET5 DO NOT SCALE OFF BLUEPRINTS. USE DIMENSIONS 6iVEN AND GALGULATE OTHER DIMENSION BY USING THOSE SHOWN • MAINTAIN 8" MINIMUM CLEARANCE FROM FIIYSH GRADE TO ALL UN -TREATED LUMBER OR FIfNSH WOOD MATERIALS * SLOPE GRADE AWAY FROM BUILDING 6 INCHES IN 10 FEET, TYPICAL, FOR DRAINAGE. FINSH GRADE SHALL ALSO BE SLOPED TO FACILITATE USE OF ANT 5TORMWATER RUNOFF 5WALE5 OR GATGH BASINS THAT ARE SHOWN ON THE SITE PLAN " DECK5 30" OR MORE ABOVE GRADE REQUIRE RAILINGS CONFORMING TO RGNYS "GUARDRAIL" SPECS. TOP OF RAIL 36" MIN. ABOVE DECK, VERTICAL BALUSTERS SPACED 50 AN OBJECT 4" IN DIAMETER CANNOT PASS BETWEEN BALUSTERS * HANDRAILS ARE REQUIRED ON 5TAIR5 OF 2 OR MORE RISERS. RAILS SHALL GONFORM WITH "GUARDRAIL" 5PEC5 IF TOP TREAD 15 30" OR MORE ABOVE GRADE. METVEi;z F- SIN6LE FAMII-1' RESIDENCE 22 5A' PARKWA', ASSEM5L-T POINT TOWN OF QUEEN55UR'', NEW ' ORK y n DATE: DRAWN EY: SCALE 3/16" a 1'0" NOVEMEER 24, 20 �JONN SGNUMAKER UNLESS NOTED NCO ram? A 066 <; SHEET F G'O A 2 OF: 7 DMETIVER.VWF O N ■ a0 N 9- d- Ful im 4068 271011 SHEET 7 G 87-1/2" 5'4-1/2" 3'O" SHEET 6 A 7110-1/2" 5- " 7110-1/211 5- " 710-1/2" ---------- --------------- -- -------------------- -------------- — ---- (3) 2X12'S --- --------------------------- _ 2 m 3066 N' SATN ` PORGN �O NI m� 21011 916-1/211 4141' 34-3/4" 34-3/4" �1 MASTER BEDROOM 5068 H3 �l i® ®I ®( - -------------- ------------------------------------ --------------- -------------------- (3) 1-3/4" X 16" LVL'5 ABOVE 3068 ¢ SD O BEDFOOM 2 GLO N4 SD 2666 30Fy8;� V ;N �m ~ 414-1/211 STAIR (SEE SHEET 6) 11'217 (2) 4068 1016-1/21, 5-X1,11, 67-1/2" 4110-1/211 8- / " 410" 8 x (3) 2X121S (3) 2X12'S 3068 �JD BEDROOM 3 0 266 =► v OZ H5 066 F0 rFF V_ 0 2= 4068 o BATH 0 068 51911 10'8-1/2" 20'0" 0 1/211 52'011 N 164" NIGH WALLS DIRECT -VENT GAS m FIREPLACE SHOWN 61-114" NIGH WA m N N; 00 DINING FR N2 GREAT ROOM H2 ,� _ in C 37" CASED OPENING � KITCHEN lV 5KF5T ,� O H1 N� (3) 2X55 (TYPICAL c 4 ALL EXTERIOR WINDOWS AND OORS) ' O ' I N ' m �I 916- 10'8-1/2" NOTES GALLED ® 0 RT W)WINIDOWS * WINDOWS AND PATIO DOORS SHOWN ARE ANDERSEN GLAD UNITS WITH GLASS. ROUGH HEAD HEIGHT FOR ALL FIRST FLOOR WINDOWS S SHALL. SHALL BE 6'10-1/2" ABOVE SUBFLOOR. * EXTERIOR DECKING AND RAILIN68 SHALL BE OF CEDAR, OTHER DECAY 4tcm RESISTANT WOOD, OR SYNTHETIC MATERIAL THAT 15 IMPERVIOUS TO WATER DAMAGE. * ALL WOOD FRAMNG SHALL BE NO.2 OR BETTER 5PF EXCEPT THAT ALL FRAMING IN CONTACT WITH GROUND OR WITH MASONRY MATERIALS SHALL BE NO.2 OR BETTER 5YP PRE55URE-TREATED (P-T) LUMBER. * ALL FLOOR AND WALL FRAMING SHALL BE 1611 OG UNLE55 OTHERWISE NOTED (UON). ALL WALLS SHALL HAVE SINGLE SHOE AND DOUBLE TOP PLATES. ALL NON -DIMENSIONED WALLS SHALL BE 3-1/2" (2X4) CONSTRUCTION. * DO NOT SCALE OFF BLUEPRINTS, U5E DIMENSIONS CdVEN AND CALCULATE OTHER DIMENSIONS BY U5P6 TH05E SHOWN. * ALL EXTERIOR WINDOW AND DOOR HEADERS ARE NOTED ON TP15 SHEET. O * ALL INTERIOR 2X4 OR 2X6 NON -BEARING WALLS SHALL NAVE (2) 2X6 0009 HEADERS, HEADERS IN INTERIOR BEARING WAL1-5 SHALL BE AS SHOWN ON THE PLANS * MEGHANOAL VENTILATION 5 REQUIRED IN ALL BATHROOMS AND POWDER ROOMS WITHOUT OPERABLE WINDOWS AND 5 RECOMMENDED FOR TP05E ROOMS EVEN WITH WINDOWS. * EXTERIOR DEGK(5) 30" OR MORE ABOVE GRADE REQUIRE 6111ARDRAIL5 WHICH ARE 36" HIGH (MIN) AND HAVE VERTICAL BALUSTERS BETWEEN WHICH AN OBJECT 4" IN DIAMETER OR LARGER CANNOT PASS. * EXTERIOR STAIRS TO GRADE REQUIRE HANDRAIL(5) WHEN 2 OR MORE RISERS ARE NEEDED. HANDRAILS SHALL MEET "GUARDRAIL" SPECS. WHEN STAIR BEGINS 3011 OR MORE ABOVE GRADE. * SMOKE DETECTORS MUST BE HARD -WIRED WITH BATTERY BAGK-UP AND MUST BE INTERCONNECTED 50 THAT WHEN ONE ALARM 5 ACTIVATED, ALL ALARMS ARE ACTIVATED. * A CARBON MONOXIDE DETECTOR 15 REQURED ON THE LOWEST LEVEL FLOOR WHICH CONTAINS SLEEPING ROOMS * SAFETY GLAZING SHALL BE U5E1) WHERE REQUIRED BY SECTION 9306 OF THE RCNY5. * DESIGN WIND SPEED 5 INTENDED FOR 5TRUGTURAL MATERIALS ONLY. FINISH ITEMS SUCH AS WINDOWS AND ROOF 5HN6lLE5 CARRY A WARRANTY FROM THE MANUFACTURER WNIGN DEFINES WIND SPEED RESISTANCE WHICH MAY OR MAY NOT MEET 90 MPH STANDARDS * FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH RCNY5 AND MANUFACTURERS INSTRUCTIONS. OUTSIDE AIR 5NALL BE PROVIDED FOR COMBUSTION WHERE REQUIRED, AND MINNUM CLEARANCES FROM FIREPLACE TO COMBUSTIBLE FRAMING MATERIALS SHALL BE MAINTAINED. Non -COMBUSTIBLE HEARTH MATERIAL SHALL BE INSTALLED WITH MIN. DIMENSON5 DETERMINED THROUGH RCNY5 BASED ON FIREPLACE OPN6. * SEE SHEET 4 FOR WINDOW AND DOOR 5GHEDULES * ALL HALLWAYS AND STAIRS MUST NAVE 36" MIN. CLEAR FINISHED WIDTH p * THESE PLANS ARE IN COMPLIANCE WITH THE NEW PORK STATE ENERGY m CONSERVATION 0ON5TRUCTION CODE AS REFLECTED BY THE SYSTEMS DEFINED ON THE RE5CHECK COMPLIANCE CERTIFICATE ATTACHED TO THESE DRAW!N65. GD CARBON MONOXIDE DETECTOR (SEE NOTES ABOVE) SD SMOKE DETECTOR (SEE NOTES ABOVE) DESIGN LOADS I TOTAL FLOOR AREA FLOOR LIVE LOAD 40 PSF 1909 SQ.FT. HEATED SPACE FLOOR DEAD LOAD 10 PSF 395 SO -FT. PORCHES GROUND SNOW LOAD — 70 P5F WIND SPEED 90 MPH 2304 50.FT. TOTAL FIRST FLOOR L FIRST =_OOR P�>r ME TVEIZZ RESDEN�E 5IN6ILE FAMILi RESIDENCE 22 SAT FARKWA'', A55EMJ3,L1' POINT TOWN OF OUEEN55URY, NEW '(ORK DATE: DRAWN BY: SCALE: 3/16" a 1'0" o NOVEMBER 2 N SG4UMAKER UNLESS NOTED O t t < �r uj k Sa i 14 SWEET 3 OF 7 DRAWING, FILE l� ` MATIVER.VWF a 0 O o UA a r- O w a � 7-- sty a �N Quw aim aka mc� � a LL M w� N r-w a w cn lV a ccL < N a 111J�-w LU 0 W3440 CI �i=� wQ dx 0 � a �Q0A41Q 11— QaZ to U) v- > Cl 3 0 IL CJL A !p E N �} � va U- �� " x s N O 0�3 UA O N w c cK w OO a 3 cn cn va=wiz n 0 -A �� d �� x w o DL > oo ciCIL n/ SCHEDULEj DOOR SCHEDULE UA UA ROOM NUMBER ROOM AREA PAYLI6HT VENTILATION EGRESS OPENN6 COMMENTS 8% JAOTUAL 4% ACTUAL —A Nl 233 SF 18.64 SF 146.55 5F 9.32 SF 1 7,07 SF 3.51 SF cci H2 757 5F 0.56 5F 75.42 5F 30.28 5935.34 SF 5.86 5F POOIZ f UP ER ASS NOT INCLUDED IN "ACTUAL " H3 228 SF 18.24 SF 30-46SF 9.12 5F 17.67 SF 5.86 SF P4 135 5F 10.80 5F 20.32 5F 5.40 SF 1.78 SF 5.86 SF W H5 155 SF 12.40 SF 20.32 5F 6.20 SF 11.78 SF 5.86 5F O� CDQ Q -A Z J v SEE FLOOR PLANS FOR ROOM NUMBERS (ONLY RCNYS HABITABLE SPACE 15 INCLUDED) ROOM HI CONSISTS OF KITCHEN AND BREAKFAST AREA AS ADJOININ6 ROOMS ROOM H2 CONSISTS OF 6REAT ROOM AND DIl`NN6 AS ADJOININ6 ROOMS ADJOINNG ROOMS MEET REQUREMENTS OF RCNY5 R303.2 NOTES • WINDOWS AND PATIO DOORS SHOWN ARE ANDER5EN GLAD UNITS WITH LOW-E INSULATING 6LASS. ROUGH HEAD HEI6NT FOR ALL SECOND FLOOR WINDOWS SHALL BE AS SHOWN ON SECTIONS • ALL WOOD FRAMN6 SHALL BE NO.2 OR BETTER SPF EXCEPT THAT ALL FRAMING IN CONTACT WITH GROUND OR WITH MASONRY MATERIALS SHALL BE NO.2 OR BETTER 5TP PRESSURE -TREATED (P-T) LUMBER. • ALL FLOOR AND WALL FRAMING SHALL BE 16" 06 UNLESS OTHERWISE NOTED (UON). ALL WALLS SHALL NAVE SINGLE SHOE AND DOUBLE TOP PLATES. ALL NON -DIMENSIONED WALLS SHALL BE 3-1/2" (2X4) CONSTRUCTION. • DO NOT SCALE OFF BLUEPRINTS; USE DIMENSIONS 6dVEN AND CALCULATE OTHER DIMEN51ON5 BY U51N6 TH05E SHOWN. • ALL EXTERIOR WINDOW AND DOOR 4 EADER5 ARE NOTED ON THIS SHEET. • ALL INTERIOR 2X4 OR 2X6 NON -BEARING WALLS SHALL HAVE (2) 2X6 DOOR HEADERS, HEADERS IN INTERIOR 5EARIN6 WALLS SHALL BE AS SHOWN ON THE PLANS SAFETY 61-AZM SHALL BE USED WHERE REQURED BY SECTION R308 OF THE RCNY5. DES16N WIND SPEED B INTENDED FOR STRUCTURAL MATERIALS ONLY. FINISH ITEMS SUCH AS WINDOWS AND ROOF 5PIN6iL E5 CARRY A WARRANTY FROM THE MANUFACTURER WHICH DEFINES WIND SPEED RESI5T ANCE WHICH MAY OR MAY NOT MEET 90 MPH STANDARDS THESE PLANS ARE IN COMPLIANCE WITH THE NEW PORK STATE ENE:96Y CONSERVATION CONSTRUCTION CODE AS REFLECTED BY THE SYSTEMS DEFINED ON THE RE5CHECK COMPLIANCE CERTIFICATE ATTACHED TO THESE DRAWINGS. GD CARBON MONOXIDE DETECTOR (SEE NOTES ABOVE) 5D SMOKE DETECTOR (SEE NOTES ABOVE) DESIGN LOADS TOTAL FLOOR AREA FLOOR LIVE LOAD 40 PSF 917 50.FT. FINISHED SPACE FLOOR DEAD LOAD 10 P5F 601 50.FT. BONUS SPACE GROUND SNOW LOAD — 70 PSF WIND SPEED 90 MPH 1518 SQ.FT. TOTAL SECOND FLOOR SEGOND FL-001R FL -AN METVEi� �ESIDENG� 5IN6,ILE FAMILY RESIDENCE 22 6AY PARKWAY, ASSEMBLY POINT TOWN OF QUEEN513URT, NEW PORK DATE: DRAWN BY: I SCALE: 3/16" a Pull NOVEMBER 24,2003 1 JOIN 5rPJMAKER I UNLESS NOTED r j m i` 4OF7 DRAWING FILE MATIVER.VWF 21011 31011 L 91011 27'011 SHEET 6( A 21011 81411 SHEET 7 8'411 I ' ' OI----------------- ®a - -----------------------------! ------------------------------- - - -_ F.S. a � I 0 2X6 5EARIN6 WALL WITH P-T SHOE, DOUBLE TOP PLATE, 7/1611 APA-RATED EXTERIOR N o a SHEATHING, AND R-19 °o INSULATION — 4" DEEP 6RDE9. POCKET F-- POCKET, 6" W BY 12" H, N o TYPICAL OF 2 A _ _ (3) 2X12'S (DROPPED) (2) 1-3/4" X 71-7/8" LVL'S 15710" > l0'1O-1/211 CCL SD — 4" DEEP 6,IRDER POCKET x S�AIR OPENING ABOVE I POCKET, 8" W BY 10" P. TYPICAL OF 2 A ------, m A--�---- (4) 2X1O'S (DROPPED) : _ _ 4" THICK REINFORCED ONGRETE SLAB OVER 6-MI - MO TUBE o BARRIER OVER 6" Mli COMPACTED a GRAVEL OR CRUSHED STONE x oN a GONTPUOU5 8" DEEP B 18" WIDE r- r CONCRETE FOOTING WTH (2) N0.4 x REBAR F.S SMP50N PX68 CONGEALED FI.-ANGE HANGER F.S. 'o N F-- N Q 0 6X6 P-T POST ANCHORED TO 1211 DIAM. CONCRETE PIERS ON 8" DEEP BY 1811X 181, GONG. FOOTINGS, TYPICAL OF 6--� — (3) 2X6 P-T BEAM SMP50N HU668 CONGEALED FLANGE HANGER L;_, o 5ASEMENT;� N �a N 1 _ (4) 2X1015 (DROPPED)— 4" DIAM. STE I. -ALLY COLUMN ON 10" DEEP X 24" X 2411 CONCRETE 00TIN6 WITH (3) N0.4 REBAi� EACH WAY, TYPICAL OF, 5 2X6 5EARIN6 WALL WITH P-T SHOE, DOUBLE TOP PLATE, $OLIO BLO6{c11`16 I sn AT MID -HEIGHT, AND 7 1611 APA- `6 RATED SHEATHING - ONE SIDE -- -------- ------------------- ----- ---------------------- 3068 --------------------------- ---------------------------------- I ---------------------------------------- -306@ Q'9" I 10'O" 91cV 2X6 PRESSURE -TREATED SILL 0 2X4 NON -BEARING WALL WITH R-11 PLATE, SHIMMED LEVEL AS CL - INSUI.ATION BETWEEN STUDS, WALL FINISHES BY OTHERS REQV. WITH P-T SHIMS, "' r- 8" POURED CONCRETE ANCHOR TO CONCRETE WITH a FOUNDATION WALL ON MEGNANGAJ_S 1/2" X 12" STEEL BOLTS AT co in 8" DEEP X 161, WIDE 72" OG AND WITHIN 12" OF N o GONG. FOOTING WITH PLATE SPLIGES AND CORNERS J� (2) N0.4 REBAR, TYP. ------------------------------------------------------------------- SIMPSON U66 HAN6 - ca; ca -2X8 N0.2 5YP (P-T) I ~ ' JOISTS AT 16t1 OG' XI iX m 'm SHE T 6 201011 121017 201011 ro N O m NOTES • EXTERIOR DECr-116, AND RA)LIN66 SHALL EE OF CEDAR, OTHER DECAY RESISTANT WOOD, OR SYNTHETIC MATERIAL THAT 15 IMPERVIOUS TO WATER DAMAGE. • ALL WOOD FRAMING SHALL BE NO.2 OR SETTER SPF EXCEPT THAT ALL FRAMING IN GONTA(,T WITH GROUND OR WITH MASONRY MATERIALS SHALL BE N0.2 OR BETTER 5YP PRESSURE -TREATED (P-T) LUMBER. • ALL FLOOR AND WALL FRAMING SHALL BE 16" OG UNLESS OTHERWISE NOTED (UON). ALL WALLS SHALL HAVE SIN61-E SHOE AND DOUBLE TOP PLATES. ALL NON -DIMENSIONED WALLS SHALL BE 3-1/2" (2X4) CONSTRUCTION. • DO NOT SCALE OFF BLUEPRINTS; USE DIMENSIONS 60EN AND CALCULATE OTHER DIMENSIONS BY U51N6 THOSE SHOWN. • SMOKE DETECTORS MUST BE HARD -WIRED WITH BATTERY BACK-UP AND MUST BE INTERCONNECTED 50 THAT WHEN ONE ALARM 5 ACTIVATED, ALL ALARMS ARE ACTIVATED. • A CARBON MONOXIDE DETECTOR 15 REQURED ON THE LOWEST LEVEL FLOOR WHICH CONTAINS SLEEPING ROOMS • INSTALL DIAGONAL GROSS-51ZII)6N6 AT FLOOR JOIST MV-SPAN • ALL FOOTIN65 TO BE INSTALLED 4811 (MN) BELOW FINISH GRADE, STEP AS NECESSARY • INSTALL DO1.15i-E JOISTS UNDER PARALLEL PARTITIONS ABOVE AND UNDER HEAVY ITEMS SUCH AS WATERBEDS. ETC. • FOOTINGS ARE DESIGNED FOR AN ASSUMED 501L BEARING CAPACITY OF 2000 P5F. CONCRETE SHALL BE MIXED TO ACHIEVE 3000 P51 COMPRESSIVE STRENGTH AT 28 DAYS • INSTALL BITUMINOUS DAMPPROOFIN6 ON EXTERIOR FACE OF FOUNDATION UNLESS BUILDIN6 DEPARTMENT DETERMINES THAT WATERPROOFING 5 REQUIRED. WATERPROOFING SHALL GON515T OF EITHER A 2-PLY HOT - MOPPED FELT, 55-L5 ROLL ROOFING, 6-MIL POLYETHYLENE, OR 40-MIL POLYMER-MODIFED ASPHALT. ALL JOINTS SHALL BE LAPPED AND SEALED. DAMPPROOFIN6G/WATERPROOFIN6 SHALL EXTEND FROM FOOTING TO FINISH GRADE. • SEE DOOR AND WINDOW 50-EDULE5 ON SHEET 4. Sp SMOKE DETECTOR (SEE NOTES ON SHEET 3) PE516N LOADS FLOOR LIVE LOAD 40 P5F FLOOR DEAD LOAD 10 P5F GROUND SNOW LOAD — 70 P5F WIND SPEED 90 MPH FOUN3ATION �-AN SIN6ILE FAMILY RESIDENCE 22 SAY PARKWAY, ASSEM5LY POINT TOWN OF QUEENSPURY, NEW YORK DATE: DRAWN 5T: SCALE: 3/16" - 1'011 NOV�MSER 24, 2003 JONN 56PUMAKE9 UNLESS NOTED i 9.� 4 4 r y e 5 OF 7 DRAwlN6 FILE : 0) MATIVER.VWF NOTES d- ao I 5� „ MN., TTP. (2) ROWS OF ICE $ WATER 5ARRIER ' INSTALL 22" X 30" AGCE55 PANEL I AT ALL EAVES BETWEEN TRUSSES A50VE LOFT 2X8 RAFTERS AT 16" OG INSULATE A50VE PANEL 2X6 GEILIN6 JOISTS LAPPED 2X8 LEDGER BOLTED TO WALL TO RAFTERS STUDS 32" Or,. MAX 24" Mln., TTP. BOLT LEDGERS) TO WALL AT 24" PG i LU26 HANGERS AT LED6ER5 DISPLAY LOFT (3) 1-3/4" X 16" LVL'S WITH 2X6 PLATE TOP AND BOTTOM R-30 FIBERGLASS INSULATION BETWEEN CEILING JOISTS, TTPIGAL, (INTALL 6—MIL POLY, MOISTURE 5ARRIER AT CEILING BEFORE APPLYIN6 FINISHES VINYL TRIM FASCIA OVER 1X6 PINE FASCIA OVER 2X6 5U5-FA5CIA. SOFFIT TO BE COVERED WITH CONTINUOUSLY VENTED ROLLED/PRE-FINISHED VINYL 3/4" APA—RATED SUSFLOOR OVER 2X8 JOISTS AT 16" OG, TYP., INTALL DOU6L.E TRIMMER AND HEADERS AT STAIR OPENIN6 MASTER 5EDROOM ! \ 11 STAIR (2) 1-3/4" X 11-7/8" LVL15---1 DOUBLE 2X6 TOP PLATE, TYPICAL 2X6 EXTERIOR WALL, 16" OG, WITH 7/16" APA—RATED O55 OR PLYWOOD EXTERIOR SHEATHNG COVERED WITH 5ULDIN6 WRAP AND SIDING MATERIAL TO 5E SELECTED 5T OWNER. (INTALL 6—MIL_ POLY. MOISTURE 5ARRIER AT INTERIOR FACE OF STUDS) R-19 FI13Ef26L.A5S INSULATION BETWEEN STUDS, TYPICAL R10 RIGID INSULATION WITH WEATHERPROOF COVERING AND METAL DRIP GAP, EXTEND INSULATION 24" MIN. BELOW GRADE 5ASEMENT �---— FOOTIN6 STEPS BEYOND UIL DING SECTION A GLO HANDRAIL REQUIRED ON ONE SIDE OF "ENCLOSED" STAIR — STAIRS SHALL 5E OF THE CLOSED RISER TYPE AND SHALL EITHER 5E ENCLOSED ON BOTH SIDES WITH FINISHED WALLS OR SHALL HAVE HANDRAILS ON OPEN SIDES WHICH CONFORM WITH RGNTS "60ARDRAIL" SPECS (4) 2X10'5 2Xto RIDE- 2X4 KING 2X8 RAF- 2X6 CIBL 11 SIMP50N I (3) 2X105 2X6 DEGh J015TS AT POF (3) 2X8'S DISPLAY LOFT STAIR SECTION 5UIL-PN6 55G70N 13 61REAT 5ASEMENT I • ALL FRAMING LUMBER 15 N0.2 OR SETTER 5PF UNLE55 OTHERWISE NOTED (UON) • NOTGHIN64 ORIL.LI116 OR GUTTING OF FRAMIN6 MEM13ERS SHALL 5E IN ACCORDANCE WITH RGNTS. NO SUCH MODIFICATIONS TO TRUSSES OR EN6PEEREO LUMEER (LVL, ETGJ MATERIALS SHALL 5E ALLOWED WITHOUT WRITTEN APPROVAL OF A LICENSED ENCdNEER • DE516N WIND SPEED 15 INTENDED FOR STRUCTURAL MATERIALS ONLY. FINISH ITEMS SUCH AS ROOFING AND WINDOWS HAVE MANUFACTURERS WARRANTIES WI-IGH DEFINE WIND SPEED RESISTANCE WINCH MAY OR MAY NOT MEET 90 MPH STANDARDS • DO NOT SCALE OFF BLUEPRINTS. USE DIMENIONS CAVEN AND GALGUL.ATE OTHERS 5T USING THOSE SHOWN • FOOTIN65 ARE TO 5E INSTALLED 48" MIN. BELOW FINISH GRADE, STEP FOOTIN65 AS NECESSARY • FINSH GRADE SHALL SLOPE AWAY FROM 5Ul-DING 6 INCHES IN 10 FEET, TYPICAL • FOLLOW MANUFACTURERS INTRUGTION FOR METHODS AND MAT'L.5 TO 5E USED WHEN "LAMINATING" MULTIPLIES OF LVL 6aROERS • SEE 5ULDIN6 SECTION SWEET 7 FOR ADDITIONAL NOTES AND DIMENSIONS • INSTALL BITUMINOUS OAMPPROOFING ON EXTERIOR FACE OF FOUNDATION UNLESS BUILDIN6 DEPARTMENT DETERMINES THAT WATERPROOFING 15 REQUIRED. WATERPROOFIN6 SHALL GONIST OF EITHER A 2-PLY HOT -MOPPED FELT, 55—L5 ROLL ROOFING, 6—MIL POLYETHYLENE, OR 40—MIL POLYMER —MODIFIED ASPHALT. ALL JOINTS SHALL BE LAPPED AND SEALED. DAMPPROOFIN66/WATERPROOFIN6 SHALL EXTEND FROM FOOTING TO FINISH GRADE. • THESE PLAN ARE IN COMPLIANCE WITH THE NEW TORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AS REFLECTED BY THE SYSTEMS DEFINED ON THE RESGHEGK GOMPUANGE GERTIFOATE ATTACHED TO THESE ORAWIN65. DESIGN LOADS FLOOR LIVE LOAD 40 P5F FLOOR DEAD LOAD 10 PSF 6ROUND SNOW LOAD 70 PSF WIND SPEED 90 MPH UU.I�NC SE�GTONS A METVER ECG 51N611_E FAMILY RESIDENCE 22 SAY PARKWAY, ASSEMBLY POINT TOWN OF QUEEN55URY, NEW PORK NOVEM13ER 24, _1,O�Q PRAWN SG HUM KER I SUhL�SS NOTEDO„ �F. �.)r rvt_ y KEITil yol uj 2 -t� 6 7 5 c1� SHEET E IONS 6OF7 MMEATfVER�WF LEAVE 6%AP IN ROOF SHEATHNG AT PEAK FOR RDGE VENT INSTALLATION / OPERATION NOTES I• N CL 0 1'4-1/2" 5 5 �WW W z (3) 2X8 HEADER 11 ROOF -WALL VENTED FLA5HIN6 2X8 LEDGER BOLTED TO WALL STUDS 32" OC. MAX 2X6 BEARING WALL, WITH SOLID BLOCKING AT MD -HEIGHT 2X8 RAFTERS AT 16" 0C v- 1'6" -1/2" 5 2X6 CEILING JOISTS LAPPED TO RAFTERS 2X6 FIRESTOPPIN6 2X6 SEAR G WALL, WITH SOLID BLOGKING AT MD- T, SHEATHE ONE SIDE WITH Fl 6X6 TREATED P05T ; 7/16" A, A -RATED 5HEAT4N6 ap o CO 2X6 DECKING OVER 2X8 P-T 3/4" APA RATED 055 5U5FLOOR OVER 2X10 F OR JOISTS JOISTS AT 16" 0G, TYPICAL AT 16" G., TYPICAL AT PORCHES PORGN GREAT ROOM ��-- (3) 2X6 6lRDER — 2X6 PRE55URE-TREATED SILL PLATE, SHIMMED LEVEL WITH TREATED 5HM5, ANCHOR PER NOTES ON 5HEET 5 — 8" POURED CONCRRETE FOUNDATION WALL, DOWELLED TO FOOTING, STEEL REINFORCING NOT REQUIRED INSTALL 5TUMINOU5 TAR DAMPPROOFIN6 ON OUTSIDE OF o-�p WALL FROM TOP OF FOOTING TO FINISH GRADE 4" THICK CONCRETE SLAB WITH 6X6 10/10 WWM, OVER 6-MIL MOISTURE BARRIER, OVER 6" MINIMUM COMPACTED r --- NON -ORGANIC, FILL. BASEMENT • L CONTINUOUS 8" DEEP X 16" WIDE CONCRETE FOOTING WITH (2) N0.4 RE5AR, TYPICAL AT PERIMETER CONTINUOUS 4" FOOTING DRAIN, SLOPED PER STANDARD PRACTl( E5, DRAIN TO GATGH 5A51N OR OAYLI6PT BACKFILL SHALL NOT CONSIST PREDOMINENTLY OF CLAY OR LARGE STONES, DO NOT BACKFILL FOUNDATION UNTIL FLOOR FRAMING AND 5HEATIN6 ARE GOMPLETE 30-' EAR CLA5S A SIN6LES OVER 15# FELT UNDERLAYMENT OVER 1/2" APA-RATED 055 OR PLYWOOD ROOF 5HEATPIN6 (SPACED FOR EXPANSION PER MFR. RECOMMENDATIONS PRE -FABRICATED COMMON TRUSSES AT 24" Or. PER 7RU55 FABRICATOR'S SPECIFICATIONS. FABRICATOR SHALL PROVIDE CERTIFIED CALCULATIONS AND DRAWINGS FOR 70 P5F GROUND SNOW LOAD. CALG5 AND DW615 SHALL SE DELIVERED TO THE J05-5ITE AT TIME TRUSSES ARE DELIVERED UNLESS OTHERWISE REQUIRED BY THE 13ULDIN6q DEPARTMENT. 2 ROWS OF ICE ff WATER 5ARRIER AT EAVES, TYPICAL, 5HALI- EXTEND 24" MN. 5EYOND INSIDE FACE OF WALL SIMPSON H2.5 ANCHOR AT ONE SIDE OF EAGH TRU55 R-30 F6ERGLAS5 INSULATION BETWEEN TRUSSES, TYPICAL (INSTALL 6 MIL POLY. MOISTURE BARRIER AT CEILING OF RAFTERS PRIOR TO INSTALLING CEILING FINISH) VINYL TRIM FA5CIA OVER 1X8 PIPE FA5CIA OVER 2X6 SUB -FASCIA. SOFFIT TO BE COVERED WITH GONTIPIUOUSLY VENTED ROLLED/PRE-FINISHED VINYL DOUBLE 2X6 TOP PLATE, TYPICAL 2X6 EXTERIOR WALL, 16" OG, WITH 7/16" APA-RATED 055 OR PLYWOOD EXTERIOR SHEATHING COVERED WITH SUILDIN6 WRAP AND SIDING MATERIAL TO BE SELECTED BY OWNER. (INSTALL 6-ML POLY. MOISTURE BARRIER AT INTERIOR FACE of STUDS) 9-19 1`I13ER61LA55 INSULATION BETWEEN STUDS, TYPICAL 5 KITcNEN 2 LAYERS OF P-19 INSULATION A64NST RIM JOIST, TYPICAL BASEMENT 2X4 INTERIOR WALL, 16" OC, WITH PRESSURE -TREATED SILL PLATE. FRAME 1/2" AWAY FROM INSIDE FACE OF CONCRETE WALL. COVER INTERIOR WITH 6-MIL POLY. MOISTURE 5ARRIER RAT BASEMENT RII ATION BETWEEN STUDS, TYPICAL • ALL FRAMING LUMBER IS N0.2 OR SETTER SPF UNLESS OTHERWISE NOTED (UON) " NOTCHIN6, DRILLING, OR CUTTING OF FRAMING, MEMBERS SHALL BE IN AGGORDANCE WITH RCNY5. NO 5UGH MOOFCATION5 TO TRUSSES OR EN6 F-ERED L IvIIBER (LVL, ETC.) MATERIALS SHALL 5E ALLOWED WITHOUT WRITTEN APPROVAL OF A LIGEN5E0 ENGINEER • DESIGN WIND SPEED 5 INTENDED FOR STRUCTURAL MATERIALS ONLY. FINISH ITEMS SUCH AS ROOFING AND WINDOWS HAVE MAPUFAGTURER5 WARRANTIES WHICH DEFINE WIND SPEED RESISTANCE WHICH MAY OR MAY NOT MEET PO MPH STANDARDS • DO NOT SCALE OFF BLUEPRINTS. USE DIMENSIONS 6NEN AND GALGULATE OTHERS BY USING TH05E SHOWN " FOOTINGS ARE TO 5E INSTALLED 46" MIN. BELOW FINISH GRADE. STEP FOOTIN66 AS NECESSARY " FIN5H GRADE SHALL SLOPE AWAY FROM 5(.ILDING 6 INCHES IN 10 FEET, TYPICAL " FOLLOW MANUFACTURERS IN5TRUGTON5 FOR METHODS AND MA7L5 TO BE USED WHEN "LAMINATING" MULTIPLIES OF LVL &IRDER5 • SEE BALDING SECTION SHEET 6 FOR ADDITIONAL NOTES AND DIMEN5ION5 " INSTALL BITUMINOUS DAMPPROOFING ON EXTERIOR FACE OF FOUNDATION UNLESS 5JILDING DEPARTMENT DETERMINES THAT WATERPROOFING 5 REOURED, WATERPROOFING SHALL CON515T OF EITHER A 2-PLY HOT -MOPPED FELT, 55-L5 ROLL ROOFINCI% 6-MIL POLYETHYLENE, OR 40-MIL POLYMER -MODIFIED ASPHALT. ALL JOINTS SHALL 5E LAPPED AND SEALED. DAMPPROOFIN6i6✓WATERPRO0FIN6 SHALL EXTEND FROM FOOTING TO FINISH GRADE. • THESE PLANS ARE IN COMPLIANCE WITH THE NEW PORK STATE ENERGY CONSERVATION GON5TRUGTION CODE AS REFLECTED BY THE SYSTEMS DEFINED ON THE RE56HECK COMPLIANCE CERTIFICATE ATTACHED TO THESE DRAWIN65. 0E56N LOADS FLOOR LIVE LOAD 40 P5F FLOOR DEAD LOAD 10 P5F GROUND SNOW LOAD — 70 PSF WIND SPEED 90 MPH �Ui1��INC S�GT01� G METIVEF-.. 51N6L-E FAMIL T RE510ENGE 22 5A' PARKWAY, A55EM5L1' POINT TOWN OF QUEEN55URT, NEW PORK DATE- DRAWN BY= SCALE. 1/4" - l'O" NOVEMSER 24, 2003 JOITN 5CHUMAKI=R I, UNLESS NOTED POYCEITN�d IL �aP fa x • �j� �i �c 05s752 5HIEET 7OF7 5UIL. )1N61 55G710N G DRAWING FILE : l MI:TIVER.VWF