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2009-095 4E 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. P20090095 Date Issued: Thursday, May 07, 2009 This is to certify that work requested to be done as shown by Permit Number P20090095 has been completed. Location: 13 WINCREST Dr Tax Map Number. 523400-296-013-0001-037-000-0000 Owner. THOMAS & JANE HEISS Applicant: THOMAS & JANE HEISS This structure may be occupied as a: Garage Attached By Order of Town Board TOVt/N OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Direct ui ding&-CodWnforNbrient 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: P20090095 Application Number. A20090095 Tax Map No: 523400-296-013-0001-037-000-0000 Permission is hereby granted to: THOMAS &JANE HEISS For property located at: 13 WINCREST Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: THOMAS &JANE HEISS 13 WINCREST Dr Garage Attached $16,000.00 QUEENSBURY, NY 12804 Total value $16,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-095 286 SQ FT GARAGE ADDITION $30.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, April 06, 2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the own Que b en ,April 06, 2009 SIGNED BY 7 for the Town of Queensbury. Director of Building&Code Enforcement -9 ./... ...-OFFICE USE ONLY............................. �. .................... �J c'- J , TAX MAP N0. PERMIT NO._y V'�5 ' FEES: PERMIT T�RECREATION ENGINEERING � -- (If applicable) , PRINCIPAL ,STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: _ 7`NON'1/gS ,� �j'��SS OWNER: ,ys ADDRESS: ADDRESS: 3 Gl////C�T�_ PHONE NOS. PHONE NOS. c1fe 7Culolf CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: .S"AF PHONE: LOCATION OF PROPERTY: �,� I�Vj/!f/LQ��-7� Jj"VE;r s Jt k ,,/po HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? RYES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: f f• ,1D�"frj 3/tf -.A4 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 d 0 F- PROJECT 0 0 0 a u` w F- 020 z Q ¢ � a Na OLL OF- Q: wZ F- U- a 2 0 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER rp k �6 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:_ i��( mQ FUEL TYPE: B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLANS 14 (/ ARE THERE EASEMENTS ON PROPERTY? /(�Q I acknowledge no.construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or.my' agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey_by.a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and r e to the above. Signed ' Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator• 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ,.___________________ ....... -------------------------------------------- 0 Permission is herebyranted to the above 9 This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. ; : Application: 0 00 00 0 , , 0 , , 0 , 10 s BUILDING & CODES APPROVAL ; ZONING APPROVAL , , , , 10 DATE 0 DATE, QUESTIONS? CALL 761-8256 OR EMAIL Office Use Only codes@_queensburv.net _ VISIT OUR WEBSITE FOR MORE INFORMOTICM 4 jAjCjfAeS Final IL Z i; Queensbury Building & Code Enforcement - Residenti Inspection Office No. (518)761-8256 Arrive: �` am/pm ,Depart: am/pm Date Inspection request eceived: Inspector's Initials: NAME: PERMIT#: L — �� LOCATION: ` _ 'F DATE: TYPE OF STRUCTURE: Comments: Yes No WA 4' Building Number Address visible from road Chimney Height/"B'VentlDirect Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co late/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers _ Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapp2d Ramp Com tp iant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells sg]§A glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batte backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct worts Sealed properly Gas Logs in Sealed or GlaO Eno ure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Tem ora /Permanent LABuilding&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26108 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection quest received: Queensbury Building&Code Enforcement Arrive•. ;l m/p!� epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspectof's Initials: NAME: (i I PERMIT#: C�" LOCATION: <= S INSPECT ON: T OF STRUCTURE: I Y/ N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %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 water shield 24 inches from wall Fire separation 1, 2, 3 hour ; Fire wall 2, 3,4 hour -41 Firestopping 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 /fit._ /2- /rl o 1ll Framing / Firestopping {nspectio Report Office No. (518)761-8256 Date Ins request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm ! �.742 Bay Road, Queensbury, NY 12804 ins or's initials: NAME: PERMIT LOCATIOK INSPECT ON: f TYPE OF STRUCTURE: Q7��=7 Y N NIA COMMENTS: Framing Attic Access 22" x 30" minimum . _ Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 ga e 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bois 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping AAet Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fomu-=\Building&CodesUnspection FomisWran ing RestopoW Irapection Report.doc Revised Jenuary 7,2006 Foundation-Inspection Report Office No.(518)761-8256 Date Ins ! 'on request received: �` ` /J C1 Queensbury Building&Code Enforcement Arrive: G'v am/pgi Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: —`J r� NAME: PERMIT#: C� �� `0 7 S LOCATION: S W r ve S j I) . INSPECT ON: ` l� TYPE OF STRUCTURE: Comments N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM S Foundation Inspection Report Office No. 518 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart' �am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ;, r7 NAME: I PERMIT#: LOCATION: ({/ ,/ 7, INSPECT ON: TYPE OF STRUCTURE: r r 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. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Placet Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: ® � 12 inch width '� LI v �I z— 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM MAP REFERENCES: 1•} MAP ENTITLED, "REVISED MAP OF PART OF THE LANDS OF EDWIN R. WNCHIP KNOWN AS MAPLE HEIGHTS, DATED MARCH 23, 1954, LAST REVISED ON APRIL 27, 1954, PREPARED BY A.J. LANFEAR, L.S., AND FILED IN THE WARREN COUNTY CLERK'S �R Lands Now or Formerly o f OFFICE ON MAY 4, 1954 IN POCKET 12, FOLDER 6. � ` 1 Angel L. Torres 2.) MAP ENTITLED "MONTRAY HEIGHTS SITUATE GLENS FALLS WARREN CO., N.Y. DEVELOPED BY THE MONTRAY CORPORATION," o Book 1474 of Deeds, Page 205 DATED MAY, 1920, PREPARED BY RUSSEL S. BAYLIS C,E., AND Tax aria 296.13-1--48 '� p FILED IN THE WARREN COUNTY CLERKS OFFICE ON JUNE 71 LT v 1920 IN BOOK 5 AS MAP NO. 50. L- LOT 130 (See Map Reference No. 2) NO3*46'W — 0.4'f nj ft NOTES: To a Found Iron Pin O Found Iron Rod 1•} THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN S74 14 34 if (S74-15'W N M 100.059 ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS Post aQd I�pii enc THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN +� White Pine Row Gate THEREON. White P no Row 12.100 2. THIS SURVEY WAS PERFORMED DURING WINTER WEATHER } CONDITIONS WITH SIGNIFICANT SNOW AND ICE COVER, THUS 5.1'f SOME SURFACE FEATURES MAY HAVE BEEN OBSCURED AND ARE 22" silver Maple NOT SHOWN HEREON. P Wood Frame LOT 23 Shed (See Map Reference No. 1) � I HEREBY CERTIFY TO: Water Spigot 1•} THOMAS D. HEISS and JANE M. HEISS on Post Box We Fence i -X--X-X—X-'X-X- X1/� THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE x x IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY I THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. w x Water Spigot on Post x X i � � LX—X`X- �X_ J i .� X o � L.S. L C. 0. 5 ,63 L ands of JCq Thomas D. Heiss and Jane M. Heliss °I �p Book 1164 o Deeds Page 7 W o g -H Tax Map 296. 13— —3?` o I 3 Area 22,599.E S . Ft. o -H q C 0 or 0.519E Acres Concrete Birdbath X o LiL cr a Sundial no.° Lands Now or Formerly of � 20" Red Maple on Poet I Lands Now or Formerly of Robert Whiting and Vary Ann Whiting o 20' Red MapleRobert E. Buckley and Joan L Buckley a Book f267 o Deeds Page 342 Book 893 of Deeds, Page 47 a ,f` g Tax Map 296.14-1--79 Tax Map 296.13--1-•38 Bird Feeder LOT 25 1 o'f on Post LOT 21 (See Ma Re rence No. 1 22.0 (See Map Reference No. 1) Concrete PROPOSED M Steps ADDITION .- Gat� 1 a 23.1 15.1' 10.0 f Covered Cedar Row Porch w M Garage 45 4 ...,° Water One Story spigot Wood Frame House on Post 22.0' No. 15 14.1'f ��tetd,RAP'• One Story ;n One Story Wood Frame House N Wood Frame House- No. 13 No. 11 t� Water Meter a 46.5' 21.2'f � M M M L � � -=- - It -_- _ _ _ .. _ - - ............::::: - • _ __- Z ............_......._......._.................... ................. : ..........:.. Covered Concrete r� .. = ; . :-- Porch and Step :�U, Asphalt �� i� :::::: StatueWalk �-, _._......:.._.........._..._•.._.................._.................. ::........_. ...................... ._. ...............................:. ........._....- _. _.. ......-..... ............ _. .............................._•.............:.- Pw� ...................................r.-.................................. .................................... ......_...............:.......... ..............._......................... •s.:':i:eiii ............. ........................ ......................._.......... 11 .... L w ............................... ._.............................. r ................................ .................-................ nu .................................... ................_..........:..... • ..........._..................-........ ..................................... it O it ............. .........................._........ M *� ..............................v:a::: ............_............ to ..........it ......,.........--....... • \r ...... -::.:.::: ss':'r:::iit :ii'-:::::�ii:3: t iii?::.... -J ........................................... ................................. ...................................... ............................e......... ..........-... it ................... .. ...................................................:.....:.......:..:...';;F.: Q .:::::: IV 503646'E — 0.5'f '�� Lamp o Found Iron Plpe Stone Pillar To a Found Iron Pie Post =::a ou .........�..:-:.._ w Lam P In Concrete P _....................................... o E 100.00 ,:;:_ ...::....::: ::: Sign .. ...................::::...:::. Curve ...................... . 20 MPH :................ _ ..... .......... ........_.. .. .. ..................., ... ... ... . ......�................... .. «.. .._.... _. ...........,._....................._.................._....... :.:. :.: :.. -:::: p ant.. 2..�tl....0f...... 2 :.:.:.. .R _: - . <. ... ...... .:::.:.......... : _ ::: Utility Pole APPROV Application ZONING REQUIREMENTS AND VARIANCES UIIGHT: A ,� 2009 ZONING DISTRICT - SINGLE FAMILY RESIDENTIAL (SFR-1A) CURRENT MINIMUM LOT SIZE - 43,560 SQ. FT. (1 ACRE) PRE-EXISTING LOT SIZE - 22,599E SO. FT. (0.52± ACRES) Zoning Administrator TOWN OF QUEENSBURY CURRENT MINIMUM LOT WIDTH - 150' PRE-EXISTING LOT WIDTH - 100' MINIMUM FRONT YARD 30' EXISTING FRONT YARD - 51.6'f MINIMUM SIDE YARD - 2C3' Sy r C� s EXISTING LEFT SIDE YARD - 10.0'f PROPOSED LEFT SIDE YARD -- 10.0' THOMAS DL. HEISS andM. HEISS LEFT SIDE YARD VARIANCE EQUII�ED..•. I Q.o RELIEF EXISTING RIGHT SIDE YARD - 21.2f MINIMUM REAR YARD - 20' EXISTING REAR YARD -- 130.2'f , 3CALB: PROPOSED REAR YARD - 117.8 f111 - 201 MINIMUM PERCENT PERMEABLE - 65% APPLICANT: EXISTING PERCENT PERMEABLE -- 84.97o± ti} '='- TOWN OF QUEENSBURY PROPOSED PERCENT PERMEABLE - 83.6%± TH OM AS D. HEISS �-}, N ,Ar WARREIV COUNTY, NEW YORK 13 WINCREST DRIVE JANUARY22, 2009 QUEENSBURY, NY 12804 c� �o Ton�n�Fu�A5�ac1Ar�.5 cS 2 GILBPRr RDAD UNAUTHORIZED ALTERATION OR ADDITION TO THIS T A 5 .� I2 b• DOCUMENT IS VIOLATION OF SECTION 7209. •� 5AI?ATOG PIING , NY $ 6 MAP NO. 296. l 3-l-.37-A SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. C� (�L.S. PH.-5/6.587.3149 PAT S 18.5f37.7251 FOUNDATION RALE FRAMING NOTES w ALL CONCRETE MUST REACH 3000 PSI AT 28 DAYS A ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD FOR SLABS WALLS, OR BETTER, * TOP OF FOUNDATION MUST BE MIN, OF 8" ABOVE GRADE X ALL FOOTINGS AND PIERS MUST BE ON UNDISTURBED # ALL SHEATHING MUST BE APA RATED SOIL 48" BELOW GRADE OR BELOW LOCAL FROST DEPTH, X GRADE MUST SLOPE 6" IN 10' FROM ALL SIDE OF BUILDING A( ALL STUDS, JOIST, & RAFTERS 16" O,C, UNLESS OTHER WISE STATED, TRUSSES SPACED ACCORDING TO FOOTINGS AND PIER SIZE BASED ON 2500 PSF BARING X SAFETY GLASS TO BE PROVIDED IF MANUFACTURES SPECIFICATIONS, CAPACITY, ONE PANE IS MORE THAN 9 SQ, FT, ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE GLASS IS 18" OR LESS FROM FLOOR MUST BE TREATED, A FOUNDATION MUST BE PARGED MIN, OF 12" BELOW GRADE GLASS 18 WITHIN 5' OF TUB OR SHOWER AND DAMP PROOFED OR WATER PROOFED TO TOP of ATTIC ACCESS 30"X22" NOT IN CLOSET A HEADERS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS FOOTING WHICH EVER SOIL CONDITIONS DICTATE, WILL DOUBLE 2X10 WITH 1/2" PLY WOOD FILLER UNLESS STATED X GARAGE FIRE CODE 5/8" TYPE X GYP, BD„ ON WALLS AND CEILING TYPE X GYP BD COMMON W OTHER WISE, W UNLESS OTHERWISE NOTED SLABS WILL BE 4" THICK WITH , .. ON HOUSE SIDE ON 0 ON ALL, 6"X6" WELDED FABRIC, PLACED ON TOP OF 6 MIL POLY 3/4 HR, FIRE RATED DOOR SYSTEM WITH SELF CLOSING HEADERS WIDER THAN 6'0" WILL BE (3) 2X10 WITH 1/2M t OVER 6' OF COMPACTED GRANULAR FILL, HINGES IN WALL COMMON WITH HOUSE, FILLER UNLESS STATED OTHERWISE, w ICE AND WATER BARRIER COVERING 24" HORIZONTALLY FROM ALL FOOTINGS WILL HAVE 2 PCS. OF #4 REBAR AT BOTTOM, OUTSIDE EDGE OF EXTERIOR WALLS X ALL OPENINGS WIDER THAN 4'0" MUST BE SUPPORTED * ALL STAIRS SHALL HAVE CLOSED RISERS AND BE EQUIPPED WITH BY 2 JACK STUDS ON EACH SIDE, ALL PIER FOOTINGS WILL HAVE 2 PCS, OF #4 REBAR IN EACH HANDRAIL PLACED 34" TO 38" ABOVE NOSING DIRECTION, start addition roof ALL CONCRETE WALLS WILL HAVE #4 REBAR SPACED APPROX, �.--�"-�"-"under existing soffit 48" APART,BARS SHALL BE VERTICAL AND TIED TO FOOTING PINS NOTES FROM DESIGNER W indow Q Door 5�h�d�t, shtg, with CSC � rubber roof IF WINDOW SCHEDULE IS CHANGED VENT,LIGHT,AND EGRESS MUST BE RECALCULATED 12 ,r windows by owner, door therma-tru split jamb fire door + - #4 REBAR TO DOWEL FOOTING TO WALL 48 O.C. Structure should be reviewed by a licensed engineer, 2)<10y ROOM UNIT R.D. QTY, 1 Designer is not responsible any alteration to plan or 6 01 c, FOOTING DRAIN IF NEEDED MUST BE 4" PERFORATED PIPE s•tructu�ral catcutations, All demensions of existing ADDITION 2 6 X 1 0 provided b owner 3 vin l sof laCSand�� IN A MIN. OF 12" OF CRUSHED STONE, SLOPED 1/8" PER FOOT loullding must be field verified Do not scale, ADDITION 218" X 6'8" 2'9" x 619 3!8" 1 2x6 16" o,c, vinyl soffit' TO DRY WELL OR DAYLIGHT, x 1/2" ANCHOR BOLTS MUST BE PLACED 48' O.C. AND WITH IN DESIGN LOADS 2x4 16 o,c, with, a osb 12" OF ANY CORNER AND A MIN. OF 7" IN THE WALL, and siding to Match FLOOR LIVE LOAD --------- 40 PSF FLOOR DEAD LOAD ------------ 10 PSF EXISTING GROUND SNOW LOAD -----_ --50 PSF GARAGE _..w.�w.:_,.__�. ��av,:4_._,�� - 6, WIND SPEED --------------- 90 MPH 90 Min, f Ir rating on 7 walls common with existing structure o reinforced 5' --- 2, cone, stab .. S' conc, frost watt, parged 12' below grade, dam proof to footing • 8'X16' cont, p f voting with 2 rows of #4 rebar SECTI❑N B—B IL—J • SCALE 3/9 =16#0' prop&, lole, 10 7 All do • .. ► • • +• + '• a it •.s '. :. • dJI �. •- start addition roof under existing soffit r shtg, with RIGHT ELEVATION rubber roof LEFT ELEVATION SCALE 1/4'=i'o' I2 _ -'-•—" SCALE 1/4'=110' BACK ELEVATION SCALE 1/4'=100' (,,�' 1 U16// Q,�, 2x6 sub facsfa, 6' atum. f ascia, and 2x6 16" oz. vinyl soffit 2x4 16" o.c, with, a Oslo and siding to match EXISTING GARAGEJ 11 EXISTING GARAGE EXISTING GARAGE 8' 90 Min, f Ir rating on walls common with 1 existing structure 2x4 treated plate with J-botts 6' o,c• 2'8' fire door reinforced 5' -- 2, •,, conc, stab 4.. 12' 17 • 8" conc, frost wall, parged 12" below grade, dare proof to footing 6'-6' 6'-6' • •4 • ',, 8"X16'' coat, f voting with 2 •'.' rows of #4 rebar 13 U 5" stab compacted earth =t y. T 13,113 . 0 13' ' X N ' ' SECTION A—A SCALE 3/8'=1'0' 60-68 60-60 . • e • Q , • ,q:�j -4- A , , �. , ' , , • , , , • 8'-1' jig 7'-geIt 61-If 22' --- 11'-90 8'-3' 2' 22' L+ FLOOR PLAN FOUNDATION PLAN SCALE 1/40,100' SCALE 1/4'=1'0' drawn by Kevin Havens date T11M HEISS 02/14/09 scale 13 WINDCREST, QUEENSBURY NY page GARAGE ADDITION 1 of 1