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Home My WebLink About28711-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30465 Date: 09/27/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 280 THE SHORT LA EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 30 Block 2 Lot 9 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 13, 2002 pursuant to which Building Permit No. 28711-Z dated AUGUST 29, 2002 was issued, and conforms to all of the requirements of the applicable P occupancy provisions of the law. The occu for which this certificate is issued ancy is ONE FAMILY DWELLING WITH GARAGE UNDER, WRAP AROUND COVERED PORCH, REAR DECK AND NON-HABITABLE ATTIC AS APPLIED FOR_ The certificate is issued to JOSEPH & JOANNE SPNTORA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0122 08/12/04 ELECTRICAL CERTIFICATE NO_ 108263 05/06/03 PLUMBERS CERTIFICATION DATED 08/03/04 K & K PLUMBING & HEATING s �Yl t rized Sl attire Rev. 1/61 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) spERMIT NO 28711 Z Date AUGUST 29, 2002 Permission is hereby granted to : JOSEPH & JOANNE SANTORA PO BOX 696 GREENPORT,NY 11944 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, WRAP AROUND PORCH, REAR DECK AND NON-HABITABLE ATTIC AS APPLIED FOR at premises located at 280 THE SHORT LA EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 009 pursuant to application dated AUGUST 13 , 2002 and approved by the Building Inspector to expire on FEBRUARY 29, 2004 . Fee $ 1, 898 . 40 Authorized Signature ORIGINAL Rev. 5/8/02 ,Form No.6 l0 ® + �� d TOWN OF SOUTHOIfD / BUIId)INGDEPARTMENT _ �r r ski TOWN HALL 3 f 765-1802 ,a - f i•. I- lkx@. 13M APPLICATION FOR CERTIFICATE OF OCCUPANCY Kim Thin application must be filled in by typewriter or ink and submitted to the Building Departml6rit-with A. ,-For new Im ilding or new use: "ft4l;} Final.survey of property with accurate location of all buildings, property lines, streets, and unusual natural or -topographic features. - L� Final Approval from Health Dept,of water supply and sewerage-disposal( ). a S 2 y A GS —"4443 Appro�.al of electrical installation from Board of Fire Underwriters: ��. 'Stwom statement from plumber terrifying that the solder used in system contains less than 2)10 of 1%lead. ?. CommerciaLbt}ildine, industrial building, multiple residences and similar buildings and installations, a certifica4,. of Code Compliance from architect or engineer responsible for the building. 6_ Submit Planning Board Approval of completed site plan requirements. Tor emta buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"Land uses: 1 Aceurat1 � rvey of proper[),_howing all property,lines,streets,building and unusual natural or topographic fea fares.. 2. Apro0,erly completed application and,consent to inspect signed by the applicant.If a Certificate of Occupancy is deiue3 the Building Inspector shall state the reasons therefor in writing to the applicant_ C. Fees 1. Ccrtiftcate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, / Swimming`ming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00- 2. Certihc4c of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of Occupancy-$.25 4. Updattd¢Certificate of Occupancy- $50.00 5. TemporaiyCertificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ��a Tff c 5yai2 j Glu4z/ ,/VN - House No. Street ' Hamlet ey# s Owner or Owners of Property: %"S /l 6 'T4— Suffolk County Tax Map No 1000, Section 36 V Block Lot / Subdivision (cB �� /�«c �"> Filed Map_ Lot: Permit No. /2 P)f( Date of Permit. a Applicant: ///,AC/// Health Dept. Approval: Underwriters Approval: -��— Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee'Submitted: $ 2s L l cf 14- 1 / ( plicant Signature �gUFFO(,��oG C2ho y� Town Hall, 53095 Main Road %kt � Fax(631) -65-9502 P.O. Box 1179 Oy O�`F Telephone (631) ?65-1902 Southold,New York 11971-0959 BUILDING DEPARTMENT TOI'VN OF SOUTftOLD CERTIFICATION Date Building Permit No. d �l Owner. fS�>d + . ,v lease print) JJ #x.35 f - I Plumber: 14.L (d b a / ;($iease prin . I certify that the solder used in the water supply system commns; less than '110 of 1% lead. (Plumbers Signature.) Swom,to before me this day of 200q 1 �/1•--c+�=-� I, LYNDA M.BOHN NOTARY PUBLIC,State of New York No-01506020932 Qualified in Suffolk County Term Expires March 8,20 Notary Public, County J LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 108263 ST.JAMES, NEW YORK 11780 Permit Number: (631)265-3075 Block: Lot: Fax(631)265-6057 Section Owner: Joe Santora Agent: Top Gun Electric Address: 280 The Short Lane Address: P.O. Box 1002 Municipality East.Marion NY Cutchogue NY 11935-063 OwnerPhone: License#: 5150E top gun Agent: No. ITEM SIZE 146� ITEM SIZE No. ITEM 49 Switches: SIZE 0 SubFeeds: 0 PoolsAbvBlo. 54 Receptacles: p Ttmers: 0 PooisinGro ' " ln 0 Transformers: - 0 """wr"* _ Pools—Fi�ter-- 0 Dimmers: 4 ACEquipmentCentral: 0 Pools Lights: 59 MediumBaseFixtures: 0 ACEquipmentWlndow 1 CO Detectors: 0Y p FturoescentFixtures: 0 Motorab HP: 0 Dis oset: 0 HID: 0 Generators: 0 Metal Halide Lamps: 0 RangeovenCookTop: 0 Wh rlpoolHotTub: 0 Refrloibnitst 0 DryerElectric: 0 Microwave: 0 WaIklnBox:. 2 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit: 0 CeilingFans: 5 SmokeDetectors: 0 Steam3hower.. 1 DW: 0 Track LightingStrip: 0 BreadWarmers . 1 Laundry: 0 EldctricHeat: 0 GarbageDisp: 4 HeatingEquipMotors: 0 PumpMotor: 0 CentralVac: 0 ExitSigns: 0 Disconnects:' 0 ChandellerLlfts: 0 Emergencysigns: . 0 FuturiOutiets: 0 Elevaickifts: e: LOCATION OF WORK: El basement WFlrstFtoor 0 SecondFloor © Outside ❑Addition ❑ Survey © Netni,`t:onst: t$rnin",'rNew Residence A/C 3-20A 1 -40A 1 -50A &1-30A Mobile Home Outlets Final 5/07/03 /•'Additions jMIEffM OH ❑ UG © Amp: Q9 Phase: ] Volts: 249 Wire CU Conductor 2M #of 1 _ - Temporary ❑ -- Type: Size: Meters: Member I.A.E.l. Electrical Certificate Certificate No. 108263 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Certificate Issued on: 5/6/03 THIS CERTIFIES THAT OU OC DISTRICT INSPECTOR CONDUCTED N INS EC N OF THE Issued to .toe Santora VISIBLE PORTION OF TH ELECT AL INSTALLATION DIS Address: 280 The Short Lane COMPL A T WITESHE URRE NA N NAL East Marion NY ELECTRICAL E. Top Gun Electric P.O. Box 1002 IAEI Certified Inspector Cutchogue NY 11935-0633 Lij1d; AUG729M SL�RErT. (GENERAL SPECIFICATIONS %&�TWAY PLAN Car Sizes: 32vx48'(10.7ftq 4AW Rated Load: 500[bs.(227kg) Rated Speed' 20 fpm(0.1 nips) Travel. 16'OMKIMUM(4.9m) T-7' i Ph" PowerSuPPIY' 115VAC,6DHz,20AMP --Ii'- Min. I Hainway 110M 314 hp,110 VM 60 Hz,single phase .L 1 Wive: 801reductimilrelicalwoungear COnUWL' AuMiniocpLrshbuMonewaridlandingcontro[buaDns fteorpaintablelamiriatepanels InferkirlIMM: Wallpanels-Wh 2K4 StUds Ceffing-Whitara-pairdablelaminatepartell for WS) Pit Smch I Dimensions we to Floor-Sldel flowwah Way powder coat midge finished Walls. L-Kjbtfng-SurfaceffmimtedWwkhon-cf wach Left hand car shmi,right hand car opposite. Doors: AluminurFrsusmcar""Cowa-hudizWfmi.sh Two kcassElecinclSh1eirderlocks provided for HOISTWAY ELEVATION fi.Fxfi• hoismaycloars(doors"ers) Aa;ess Panel Other Standard Features TelephoneJack Manual loweringdevice Final and aftimate knitswitches —————————— S"rope saiety Emergmysmpbudon in car with audible alarm T-8" 31"vvidetintsholdramp I Overhead I Clearance Optional Features: Harldrail RecessedielephonecabinetwfthslainiessstDolcover Liljhloaklamirimcarpanels KeyLdcowals 16'4r r., , Maximum Travel Dimensims and speakagam we a4ec to constant charge Offimd nake)due m cordm*evolving codes and product apipliartiors- Elmlor configurations and dirnemons are in wzardance Wth Access Industries' interpretation of lim standards Set forth by ASME and the ADk Please,cansuft A� Indumes for noon speak infurnAm pertarung to your projem including any deviation �A� rRIE-S,INC[ Women relerenad standards and those of any load miles m laws. 4001 East 1311th Street All dimensions,illustrations and specifications campy Wth product design as of date Grandview, MO 64030-2637 of publication arid are subject.In change without nice. Phones 816-783-3100 Fax:816-763-4467 )DGMDG06-370 Safes:800-669-9047 Dream Elevators -The Windsor Elevator Page 1 of 2 Pack to"Our Elevators'Main Pace The Windsor® _':.r: Got a closet? You've got space for the compact Windsor ' _ Home Elevator. The Windsor Home Windsor Product Elevator has a compact Features design that allows it to fit Windsor Equipment where other elevators can't.A great choice for List and F home remodeling. Specifications The Windsor Residential Elevator is the compact home elevator ideal for new or existing homes,town �Y homes or condomrhiums - k `.when space is ata premium. 'Simplicity po 'Sim lici Is incorporated to Request Our Free be design of the Windsor, Product Brochure but does not sacrifice your design options. Download Technical Eff se Of space Specifications Thi or irlcorpiprates several mechanical features, which allow it to fit . to asraall�isttwayjn a ew or existing home. The winding Featured on dr[ system i§ ohtaiy9ed�v thin the hoisiway at the top of the Home Again'with trak'si I tich a tniilajes?ithe ayeed fpr a costly machine room,which takes Bob Vila. UPI al mile livtiigpp.pac6_Anotherlfeature that sets the Windsor apart fr016 ,'�r horji¢elevators is the elimination of the need for a pit,which cur insta, 3606 lime and c-mhs Automatic push button controls at each Sponsored Links 13niiingrnean that.14is Windsor Fel adential Elevator is always at your seance when you..need n Tlie,gihdaor Residential Elevator uses slandarolliouseholdidoors equipped with elevator interlocks,which allow them only to be ope'nad-when rhe car is at the landing,ensuring your va° tai saieiy enri peace ofemmd Easy-to-use car controls include a keylock and emergegcy siop bution. An optional telephone can be added to the cab, detGom dreamHome ensunng your sarety and peace of mind is never compromised. Built to Last Every feature of they Windsor Residential Elevator is engineered with quality,efficiency,andsafety foremost.The Windsor meets the stringent requirements of ANSI At 7.111 Part V for residential elevators.The Windsor car,which is rated to lift 500-lbs., rides on two steel rails and is raised and lowered by two 1/4"aircraft cables with a 7000 lb. breaking strength. The elevator is alsoy quipped with an emergency brake. Regular, 110V household current Powiers this elevator.These features, combined with the Windsor's space-saving-design, make it the ideal elevator for new home or retrofit construction./ rwnu- —siaYe• Demanding homeowners throughout North America and the world, demand the quality, reliability and selection of residential elevators from Access Industries -one of the America's leading residential elevator http_//www.dreamelevator.com/contents/products windsor.html 8/29/2002 Dream Elevators-The Windsor Elevator Page 2 of 2 manufacturers. Home j Out Elevators J Start Plalmi [Elevator Central I News&spotlight I Links I Dowries ds I Contact us [View a Text-0nly Version of this Page] ®2002 Access Industries.Ali rights reserved. http://www_dreaznelevator.com/contents/products windsor_html 8/29/2002 Windsor&-Access Industries Page 1 of 2 Windsor@ Fits virtually any new or existing home - including yours[ That's because it was designed and engineered for those unique residential applications Click here for more where space is at a premium and simplicity is information on the desired. Its streamlined design Windsor takes up as little space as a standard closet and will fit nicely in the corner of a room Designed with the beauty of your home in mind, the Windsor uses standard interior doors which you select to blend with your decor. These doors are equipped with elevator � t � interlocks that allow them to be opened only when the car as at the landing. The unique, compact design of the Windsor Residential Elevator makes it perfect for new and existing homes and condominiums. It requires much less space than other elevators because it requires NO pit, NO machine room, and NO space above an S' high ceiling (overhead clearance) The compact design reduces installation and construction costs. The installer doesn't have to cut through ceiling joists to create overhead clearance space in an attic. Excavation for a pit is not required, and a machine room adjacent to the hoistway does not have to be constructed to house the drive system and controller. The interior has standard white laminated wood panels. Reverse the panels for painting. Light Oak laminated panels are optional. You can lay the floor covering of your choice over the metal floor. All metal is powder coated for a durable finish. A light with manual switch is standard. Hall station buttons are located at each landing, and http://www-accessind-com/Windsor-hin 8/29/2002 Windsor®-Access Industries Page 2 of 2 fully automatic control buttons are inside the car. An emergency stop button and alarm are standard. A gold tone finish scissors gate serves as the elevator car door. Perfect for condominiums because of its low cost and fast and easy installation. Standard Equipment and Specifications . Car Size: 32"W x 48"D x 75-1/4"H (762 mm x 1219 mm x 1911 mm) interior . Rated Load: 500 lbs (267 kg) e Speed: 20 fpm (.10 ms) . Travel: 16' (4.87 m) maximum . Stops: 2 stops (in-line) . Overhead Clearance: 7'8" (2.33 m) minimum . Power Supply: 115 VAC, 60 Hz, 20 amp . Motor: 3/4 hp, 110VAC, 60 Hz, single phase . Drive: 80':1 reduction helical worm gear I Home I About Us I Careers 1 Architect Support I Contact Us I I Stairway Lifts 1 Vertical Platform Lifts I Inclined Platform Lifts I Elevators 1 @2001 Access Industry wehmaster@accessind.com httpJ/www_accessind.com/Windsor.htm 8/29/2002 Permit Number d ' 6 9 M. ECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECc/reck Soihvare Version 3.3 Release I c Data filename:Untitled TITLE:SANTORA COUN'T'Y:Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE:07/15/02 DATE OF PLANS:070902 PROJECT INFORMATION: SANTORA RESIDENCE EAST MARION,N.Y. COMPANY INFORMATION: EAST END DRAFTING&DESIGN 5130 MAIN BAYVIEW RD. SOUTHOLD N.Y. 11971 a NOTES: ENERGY CALCULATION ----------- COMPLIANCE:Passes Maximum UA=546 Your Home=481 11.9%Better Than Code Gross Glazing _- --------- / Area or Cavity Cont, or Door Perimeter R-Value R-Value U-Factor UA Ceiling I:Flat Ceiling or Scissor Truss 2359 30.0 0.0 83 Wall 1:Wood Frame, 16"o.c- 2803 19.0 0.0 135 Window 1:Wood Frame,Double Pane with Low-E 24 0.330 8 Window 2:Wood Frame,Double Pane with Low-E 14 0.330 5 Window 3:Wood Frame,Double Pane with Low E 17 0.330 6 Window 4. Wood Frame,Double Pane with Low-E 82 0.340 28 Window 5:Wood Frame,Double Pane with Low-E 37 0.340 13 Window 6:Wood Frame,Double Pane with Low-E 36 0.340 12 Window 7:Wood Frame,Double Pane with Low E 36 0.290 l0 TOWNt 0$ SOUTHiOLD PRO'F'ERTY D CARD `WRIER STREET o VILLAGE DIST.1 SUB. LOT R11 k Z14 Z-9 ,WkP.' � '! N E ACR. I Lard ; l . )� W+ P��p r Sf7 (J�9 S W TYPE OF BUILDING SEAS. VL. � FARM COMM. CB. MICS. Mkt, Value LAND IMP. TOTAL DATE REMARKS �d /A . - a Ti,e. Ta Q 0o Lrft 76COY 7 11 llable FRONTAGE ON WATER foodland FRONTAGE ON ROAD eadowland DEPTH ouse Plot BULKHEAD ital "'14 c 222N WARREN A. SANMACH SR. Consulting Engineer &Planner PO Box 1033 7675 Cox Lane Cumhogue,New York 11935 Y 631-7734-7492 September 17,2004 Building Department Town of Southold — 53095 Main Road Southold,NY 11971 Re: Santora Residence 290 Short Lane East Marion,New York To whom it may concern This letter is to certify that the garage-fust floor of the Santora residence conforms to the J hr fire separation requirement of New York State Building Code.The walls,ceiling,girders, and all combustible elements are covered with type"x"fire rated sheetrock All penetrations am caulked with 3M 2-hour rated fire caulk WarrenA Sambach Sr. 140FESSia A.•� rF` z x ti l� r gr Permit Number AESeheck Compliance Cerfificate CheckedRY/Date -1995 AMC -RF-ScheckSoftware Version 3.5 Release la !C Data filename:C:\Program Fiies\Check\REScheck\Santora.rck TIME:Santora Residence L CITY:Southold ,STATE:New York 13DI1.5572 'CONSTRUCTION TYPE: Single Family DATE:01130103 DATE OF PLANS:01-29-03 PROJECT INFORMATION: Santora Residence East Marion,NY. COMPANY INFORMATION: I East End Drafting&Design 5136 Main Bayview Rd_ Southold,NY-. 119-11 NOTES: All vpindows to be Andersen High Performance units with Low E Glass COMPLIANCE:Passes Maximum UA-4059 Your Home UA=2130 47-5%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 2359 130.0 0.0 93 Wall 1: Wood Frame, 16"o-c. 28030 19.0 0.0 1648 Window 1:Wood Frame:Double Pane with Low-E 24 0.330 8 Window 2: Wood Frame:Double Pane with Low-E 14 0.330 5 Window 3:Wood Frame:Double Pane with Low-E 0330 6 Window 4: Wood Frame:Double Pane with Low-E 82 0.340 29 Window 5: Wood Frame:Double Pane with Low-E 37 0.340 13 Window 6: Wood Frame:Double Pane with Low-E 36 0.340 12 Window 7: Wood Frame:Double Pane with Low-E 36 0.290 10 Window 8: Wood Frame:Double Pane with Low-E 16 0.330 5 Window 9. Wood Frame:Double Pane with Low-E 6 0.300 2 Window 10:Wood Frame:Double Pane with Low-E 31 0290 9 Window 11: Vinyl Frame:Double Pane with Low-E 6 0-330 2 Door 1:Glass 169 0.330 56 Door 2:Glass 52 0330 17 Door 3:Solid 20 0.400 8 Door 4:Solid 18 0.400 7 Nall 2:Wood Frame, 16"o.c. 653 19.0 0.0 A Door 5:Glass 21 0.330 7 Poor 1:All-Wood Joist/Trass:Over Unconditioned Space 2109 30.0 0.0 70 Opor l Slab-On-Gradc:Unheated 125 10.0 96 Insulation depth:2-V C_,OMPLIANCE STATEMENT: The prop9sed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application_ The proposed building has been designed to meet the 1995 MEC requirements m REScheckV-ersion 3.5 Release la (formerly MECchec�and to comply with the mandatory requirements listed in the RESchacklnspcaiqn Checklist. n � Builder/Designer Date Cpl. Saw 09� I Mheck Inspection Checklist Y99 `MEC Mc&xkSofavare Version 3.5 Release la DATE:01/30/03 TITLE: Santora Residence Bldg. Dept- Use I Ceilings: [ ] I- Ceiling 1:Flat Ceiling or Scissor Truss,R-30-0 cavity insulation Comments: I Above-Grade Walls: j ] 1. Wall 1: Wood Frame, 16"o_c.,R-19-0 cavity insulation Comments: [ ] 2. Wall2: Wood Frame, I6"o.c., R-19.0 cavity insulation Comments: I f Windows: [ ] 1 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.330 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] I 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor: 0.330 J For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ I No Comments: [ ] 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Pages_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 4_ Window 4-Wood Frame:Double Pane with Low-E,U-factor: 0340 For windows without labeled U-factors,describe features: # Panes Frame Type Thermal Break? [ ]Yes[ ]No Compnents: [ ] I 5. Window 5:Wood Frame:Double Pane with Low-E,U-factor:0340 J For midows without labeled U factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 6. Wind w 6: Wood Frame:Double Pane with Low-E, U-factor:0340 For v4adows without labeled U-factors, describe features: I #Partes_Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] I 7. Window 7:Wood Frame:Double Pane with Low-E,U-factor: 0290 For,MOndows without labeled U-factors, describe features: #Paries_Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] I 8_ Widdow 8:Wood Frame:Double Pane with Low-E,U-factor: 0330 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ] 9. Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.300 For Windows without labeled U-factors,describe features: I #Pages Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 10- Window 10: Wood Frame:Double Pane with Low-E,U-factor: 0.290 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes [ ]No Commem: [ ] 11_ Window I L Vinyl Frame:Double Pane with Law-E,U factor:0.330 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I { Doors: [ ] 1. Door 1: Glass,U-factor.0.330 Comments: [ ] I 2. Door 2: Glass,11-factor:0.330 Comments: [ ] { 3. Door 3: Solid,U fictor 0.400 I Comments: [ ] I 4. Door 4: Solid,U-factor:0.400 Comments: [ ] 5. Door 5:Glass,U factor: 0.330 Comments: I Floors: [ ] I 1. Floor 1:All-Wood JOistffruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: [ } 2. Floor 2: Slab-On-Grade:Unheated,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 IL OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 fL I Air Leakage: [ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly 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: [ ] 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 identified so that compliance can be determined_ [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5- Ducts 5_Ducts outside the building must be insulated to R-6.5. I Duct Construction: [ ] I All ducts must be sealed with mastic and fibrous backing tape_ Pressure-sensitive tape may be used I for fibrous ducts_ Duct tape is not permitted_ [ ] I The HVAC system must provide a means for balancing air and water systems_ I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system_ A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock- Heating and Cooling Piping Insulation: j ] I HVAC piping conveying fluids above 120°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Mininuan Insulation Thicknessfor Circulating Hot Water Pipes- fusulation Thickness in Inches by Pipe Sizes Heated Nater Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.2511 1.5"to 2.0" Over 2" 170-180 OS 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 HVACPipes. Fluid Temp_ Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 125"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 15 2.0 Low Temperature I20-200 OS 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling systems CbMed 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) Applicant/ _ 'Gaya.,,,-�/$�*roi Rev ArchiiccL Date CngiliceF. LyalA _- — S Ubn1fued 19 Sl"'T1.1 i District. 000 SeGkiioll Projec( Subd"IS10l Location: o C / Name: Sin'FI .°. separate Require 2x1.1�ies�inlr I '[ 1Jo .. ;rv-D l ( a_7A.i -y.jF;`:u 1 } Project Description: t �t AGENC4VERMM Peruni R.G: )U1REB Foo, rL+ t,',A, NG YES Numb F } SufPoll: County HLit, ClewYork- State D. E. C. ✓ �.�o} .To N&mTmgtees — — - Town Zomig Boa'd approval. Town Planning Board approval: _ _ _ CL Flood Plane Elevation??? � Flood 'Lone: No tga 44 bb / Ir r Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 07/12/02 Receipt#: 0 aT.ransaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Total Paid: $10.00 a9 "1 t� Name: Santora, Joseph Po Box 696 Greenport, NY 11944 Clerk ID: JOYCEW Internal ID:59605 -7 765-1802 BUILDING DEPT. ,INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: j 001, � DATE IZAO 2 INSPECTO 765-1802 BUILDING DEPT. . i , /INSPECTION , [/FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL I [ ] FIREPL C & CHIMNEY REMARK �- 1 � i , , � 1 DATE INSPECTO i� a {b, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG.�J � [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ^ C �- 4 DATE �f /a ems- INSPECTOR l� ?7// 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION ISTROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY I REMARKS: I DATE INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG- [ ] FOUNDATION 2ND [ INSULATION [ l FRAMING [ ] FINAL i { [ ] FIREP C & CHIMNEY REMARKS DATE o!e' �/ INSPE4� 2 f 765.1802 BUILDING DEPT. I INSPECTION f [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING 1 = [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION a ofT C REMARKS: d { � g i DATE INSPECTOR s IL �. - - �z A- FIELD INSPECTION REPORT JKAXE COVIN NTS FOUNDATION(14v) h - -s— V � ------------------------------------ C FOUNDATION(2ND) 141 or � i�r }/� .y�— �T�i_�'. (,y..��Ij'•�C�' �. �� C."j�� lei °R Itlll loll Ilt \\II\(; ,� f'•` /f / � , r I a 7, INSIILATION PER N.Y. G l.�%fy._•�/r fj /rte'`+ STATE ENERGY CODE ��"' � �� /,1',' ..•-�-^ �il ` FINAL ADDMONAL COMMENTS O -- m I - x -- z cn r .y o � U "� TON4W Ce S61UTHOLD BLIILDIN4aPERMIT APPLICATIQN CBECYLIST BUILDINGI)EBARTMENT Do you have or need the foll ing,before applying 7 TOWN HATE Board of Health 4 - SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey. PER1bIIT NO. c2� / Check Septic Form N.Y.S.D.E.C. Trustees i Examined 20 a3 Contact: J o56-PH S�kl-+TC ZA } Approved FACY '20-9.;—L Mail to: Fb .r.")Lo f Disapproved a/c Y L K PP 1�/e tL Phone: . dmg spe p ctor CO 3 aAPPLICATION FOR BUILDING PERMIT Date 20 b2- "# INSTRUCTIONS I a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 � sets of plans,accurate plot plan to scale.Fee according to schedule. i b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or fE areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the ' Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. JoS�t-t S�i.,,�ro�r>r (Signature of applicant or name,if a corporation) Po 6g ca. r-A Y i M LI`i (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ")osr� i (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ice/a (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. o c� 1- Location of land on which proposed work Will be done: Is-iE SNo�-Y ti•-�P� LASS f�..- House Number Street Hamlet County Tax Map No. 1000 Section Block o 2- Lot o`) Subdivision 1.o-#� PEZi3t.c -eoF�- C�t Fau�s Filed Map No. G2- oto Lot 4e) (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constriction: a. Existmg use and occupancy v c-A,....c R-c o 1 s oEa b. Intended use and occupancy_ SjjN_1 ;LF_ FAv� k -; V->'-rtZL_,F-rC, z-tio 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4- Estimated Cost Fee P-C' E4 (to be paid on filing this application) 5. If dwelling, number of dwelling units t Number of dwelling units on each floor If garage, number of cars A ! 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /A 7. Dimensions of existing structures, if any: Front IRear Depth I Height Number of Stories Di6risions_of same structure with alterations or additions: Front i . Rear 9 Depth /> Height r /Al Number of Stories e .. 8. Dimensions of entire new construction: Front �`�,-�. Rear 5 I' Co' Depth 7o'-(o" HeightNumber of Stories 9. Size of lot: Front '77. z3' Rear �_)- z3' Depth 303' A-ria. 10. Date of Purchase Name of Former Owner 8� I 11. Zone or use district in which premises are situated R-L-to 12. Does proposed construction violate any zoning law, ordinance or regulation: ,-L. 13. Will lot be re-graded _ Will excess fill be removed from premises: YES 114_Names of Owner of premise :V'a. sc �cza Address?Q, � &-)6, &V+ -�Qjul?hone No. G Name of Architect EAST Address eb aox tU-6,SouT r .v- Phone No &3,-7US - IN-2— Name B-ZName of Contractor bra Pu : Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) 5�� I Sty,.,-ro2c being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the aw nx�IZ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,• and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this- day heday of J 20!p� No ublic cant IArtaine osa NOTARY BLIc,state of New VG& No.01LA6059257 _ Qualified M Suffolk coun commission Expires May ,20�. a J,am imilkr ,:with hT$'Sr A9QS FOR APPROVAL AND CONSTRU4ZION IRWE SEWAI DISPOSAL SYSWS SINGLEAHIILY I?EStSI€ IfCE anfd� nnbrdE }b� fh1e cq ih° [dol ffi therein die _ ��T,<CQPN`TYDE- TMEN1 DOPIMAL HSEitVdC S -,pew i./rI �a F.a{NIIf (,.1' L �+y f' F i4i Y'L�� 4 �� 'a.. �'r•� w-.L 43 g. 6 J�Jdi E�fi 4.�•�rp�Y:�}fF'J`4,•t•{ v' . i'i PS� �-S_9L.li61�h��.:J�'�': �+E v-\�1DATE � I The locations of weks, and cesspools shown-bereon are lrom'- Reid.observatiops F'rORr,YAXM a`�°10 09S Ad arr frbrn Bala o6ta ed from others. g 3 ES A €?M$�."A'iEOFAPPROVAL LOT o LOT DWELIOG 1 Pu"° waE®r 1 /P' water 1 LOT ® DWSL D�,/IIG I Pu"c water 1 /�G.83`27'45' E. 77.73' { SURVEY f lJF PROPERTY c7 1r F A T EAST MARION TONIN OF SOUTHOLD SUFFOLK COUNTY, N Y. " 1000 - 30 - 02 - 09 0 ?_ m SC 1" - 40` W N MAY 1 2002 m m MAY l3, 2002 Z.prop:.hse. J N LOT JUNE to, 2002 [prop- hse.,pool LOT 9 L-ar DWELiMG I weer J CERT FEED ME ? JOS,�PH.SANTORA -S XA"NNE SANTORYi WXt 8 � - alp NOTE, Br Yt. LOT NUMBERS.ARE REFERENCED ,TO, Is 16� 1' MAP OF PEBBLE BEACH FARMS' NE FILED'IN THE SUFFOLK COCINTY CLERK'S rrrr� i OFFICE OK.JUNE it,-f975 AS MAP NO. 5266 E�'� sKeef 1 E - _ w{ia3er. .in t f P v++EL f =• «, ` _ANY ALt TERATIOtI OR ADDITION TO'TtkS 5l�VEY !S A IdQLATIOAI ".a.. t. : OF SECTION 7209 OF THE tdEW YORK STATE EDUGCTION LAW. '• a ,w EXCEPT AS PER SECTION 7209 - SUBDNtSION 2 ALL CERTFrM* NS = �ffFON AREYALP F� TFHSMAP A!� COPES 7t7ERE0F ONLY a ` SAP MAP OR COPIES BEAR THE AFREssED SEAL. THE SURVEYOR OF NE6y WHOSE SI6NaTURSAPPEARS bvwom ADO1lI0/wALLY TO CvwP y WtiH-SAP LAM TET�I 'AiTEREUBY'' F4 MUST BE USED BY-AW AMD ALL SWtYEYORS UT�tG A COPY OF ANOTI E1 SURVEYOR'S MP. TERMS SUCH 'NSPECTED •AAV ' BROUq*T - TO - ,DATE -ARE NOTAW COMPLb4HCE WITH T!E LAN. 63/1 65 _ F Z IJ 765 - 1787 P Oi } 4E4 = MU sq. ft S '` . i € 7T i nO 175 9 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and wiff abide b tfie condiflons: set forlh therein and on the permit to coostruct. The locations of wells and cesspools shown hereon are frpm field observations and or from data obtai7ed from others: r= LOTO15 99 water l `' SUNG ( pub water ) LOT ® DWELLING f Publk \ pWELLING ( public water ' �� N.83.27145" E. 77,73' -� SURVEY OF PROPERTY 333 Flm 357 A T EAST MARION TOWN OF SOUTHOLD COUNTY N. Y. LK SUFFO r W 1000 — 30 — 02 — 09 SCAM Y' = 40' W N MAY Z 2002 o m MAY 13, 2002 ( prop. hse, J � Qi �' LOT � JUNE J0, 2002 (prop. hse.,paot) ra OCT. 1I, 2002 (conc. foundation l I g OCT. 17 ZOo2 �a.ozl:E.f - LOT _ Lor DIMELLING I Polls wrier J d go N. m: CERTdF P T8• a7 s JOSEPH SA t IOFxA e JOANNE SANTORA ° U% Xh t o 00 o O s. 4 2� 30.8 ,xl NOTE, 8.. W- TT,23 l n'/� E LOT NUMBERS ARE REFERENCED TO, '�a S. / LANE " MAP OF PEBBLE BEACH FARMS- e FILED IN THE SUFFOLK COUNTY CLERKS Wr Q OFFICE ON JUNE 11, 1975 AS MAP NO. 6266 / C N '5 I � , c 6 slreel ° THE Wier jn ties-. ( Public p wa,er . VAO�T,for I 1 t pow 1 i t Pub . ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION nr� -- OF SECTION 7209 OF THE NEN YORK STATE EDUCATION LACY. EXCEPT AS PER SECTION 7209 - SUBDMSION'2, ALC CERTIFICATIONS HEREON ARE VAL(D:FOR THIS-MAP AND COPIES THEREOF ONLY !F r SA/D MAP .OR COPJES BEAR THE JMPRESSED_SEAL OF THE SURVEYOR ; - `- WHOSE SIGNATLHE APPEARS HEREON. ADDITIONALLY TO COWLY,WITH,SAp,LAN TER1I 'ALTERED BY ' - .moi N.Y.S. LIC. NO MUST BE USED BY ANY AND ALL SURVEYORS V77J2 IG A COPY C- g� OF ANOTHER SURVEYOR'S MAP. TQW SVCN'4AMPBCTED "Alm 045; ry C� BROUGHT - TO - DATE -ilk COLIPLfAN;E*7TN RE LAW. - 5020 FAX (65th 765 - 179 _ P. 0. BOX 909 ARE4 = 23;898 SQ ft. �UTHOLDVEL ER N.Y. S TREE 1971 4 SCDHS REF. / am famlllar with the STANDAR'OS FOR APPROVAL AND CONSTRUCTION OF SU43SUfFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES and will abide by the conditions set forth lhere/n and on the permit to construct. o 2- The The locations of wells and cesspools shown hereon are from field observations and or from data oblak7ed from others. { LOT LOT 14 \ DWELLING l public water ) ( Public wafer 1 LOT 16 DWELLING ( P DWELLING ( Public waiter J N,83.27'45" E• 7�'73 SURVEY OF PROPER T Y 336 rNDA .T EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y o 1000 — 30 — 02 — 09 SCALE' Y" = 40-' A Y 1, 2CO2 N `E y�OK s *C4Cn MA Y /3, 2002 ( prop. hse. ) Lo�A�eA t y N ti JUNE l0, 2002 (prop. hse.,pool) OCT. Il, 2002 (conc. foundation ) OCr. l7 2002 JUL Y X22, ?_004(F/NAL) LOT /'8 A LOT O o ' LOQ' �� DWELLING l public water J a � �'., DWELLih'G l y;.bllc wat,:r 1 sA t•�' g+ 34.0' `+! HSF• Awns 2 Sry.FR �ER1 GAR• UN: ''t � Q . C'&RTIFIED TO+ JOSEPH SANTORA JOANNE SANTORA � � V 1 1 QGA � 00 � • y 57 r cn 1 ELBGt'1 SOS 30.8 f.R 30.8 NOTEt M �p LOT NUMBERS ARE REFERENCED TO, .T60 " MAP OF PEBBLE BEACH FARMS' FILED /N THE SUFFOLK COUNTY CLERK'S wM � OFFICE ON JUNE 14 I L T5 AS 1.1 :'' .NO. 6266 F I O R T THE r,31.6 Street water jr, ( Public � Dpubtic waiar l VACANT G sof NEW j, D P�ac waler I ,�N� METZC'P1. ANY AL TERA TION OR ADDI v•iG 1 TJ ?7�.o'S SURVEY 1S A VIOLATION O� F OF SECTION 7209 OF TME ` -,'r A TE :: li%d TIO 1 !. .4 W. sic EXCEPT AS PER SECTION 720--r W r�;. `"�<l 2. ALL CI.r,`:,,PCA-TIONS HEREON ARE VALID FOR TJ J: Cvt SES 7 r rZ c EDF ,ONLY IF SAID MAP OR COPES BEA.!? Tr.`: ,: �`r?,ESSED SEAL OF T1 IE SURVEYOR WHOSE SICUATU?E APeiLAr, ; ADDITIONALLY TO COI,.-LY 41Tia S,40 LAW TCE i ! °AL7E;t?O OY ' / N.Y. MUST BE USED BY ANY AND ALL SMVEYORS UTILIZING A COPY OF ANOTHER SURVEYW5 .'. !¢�, Y ;;.IS SUCH ' 'BROUGHT - To - PA rE -,a, Nu r by cv;�Pl .+oic w/TH rt LA w. ECaNIC s ORS, P.C. 1631) 765 - 5020 FAX (631) 765 - 1797 P. 0. BOX 909 1230 ET AREA = 23,898 5q, ft. SOUTHOLD,/EnER S1971 02 - 175 7 7 "1 1 -1 AUG 2 7 2002 L 6F S01 IT401 1) 7 FRONT ELEVATION: AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRAPE = 11'-44' TOTAL LENGTH = 47'-6' TOTAL SQUARE MET OF EXPOSURE - 539.33 SO, FT. RIGHT ELEVATION - INCLUDING REAR ANGLE: AVERAGE HEIGHT FROM FINISHED FLO0 R TO FINISHED GRADE = W-9i TOTAL LENGTH - 60'-5' TOTAL SQUARE FEET OF EXPOSURE = 348.5205 SO, FT. REAR ELEVATION - MINUS ANGLES: AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE - 4'-819 TOTAL LENGTH = 40'-575' TOTAL SQUARE FEET OF EXPOSURE = 191.87 SQ. FT. LEFT ELEVATION - INCLUDING REAR ANGLE: AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE - 5'-9Y,' TOTAL LENGTH = 6l U TOTAL SQUARE FEET OF EXPOSURE = 348.5205 SO. FT. z ALL ELEVATIONS: 0 AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE >_ TOTAL LENGTH = 20B'-9W TOTAL SQUARE FEET OF EXPOSURE = 1428.41 SO, FT, BUILDING COMPLIES WITH NYS CODE 705.1 G 1 fT1 LA_j It < I L-I Ju 11 U) LLJ 1' It 11 1 m Tl IJi1!It it ii it ]I I it,11: ! k '[I 'I ,,I t 1: 1 1'I ti 1j '1 114 it it i j11 Y it! OWNER CONTRACTOR IS TO ENSURE THAT ALL I Ll . WATER IS TO BE CONTAINED ON SITE. 0.4 z E Lilt ' ,11 it! J I 1 1 L 11 Itill, -I It ' 111, itI�IIid . IA, 11 'Lfl- t z PLUMBING (87' FROM PROPERTY LINE) Lt j�� f ALL PLUMBING WASTE EXISTING EUEVAMON III FRONT OF HOUSE WATER LINES NEED I,It TESTING BEFORE COVERING I it j III ELEVATION 0 PROPERTY LINE (0.0) W PROVIDE '/A HR. FIRE z THERMAL SHnrK PREVENTINr PROVIDFARTI L -SCALD AND/OR (mad swell) U, m ELEVATION 0 GARAGE 3IAS (-12-) RATED SFFIA',tAl 107; To DEVICES AS To PART. 902.1l (Ir 1W PART. 717.3 (P 0 N.Y. STATE BUILDING CODE. z N.Y. STATE BUILIJINU ct))E. 0 Z' FRONT ELEVATION RQIL. DO NOT PROCEED WITH PLUMBER CERTIFICATION VERIFY ALL DIMENSIONS FOR, AND CONDITIONS PRIOR i� W FRAMING UNTIL SURVEY ONLEADCONTENTBE C TO CONSTRUCTION W% X OF FOUNDATION LOCATION CERTIFICATE OF OCCUPANCY FRONT ELEVATION: Ow Did 5;w AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE ll'-4Y47 DO HAS BEEN APPROVED. SOLDER Usrm !m ;-viTER 803-2002 rn TOTAL LENGTH - 47'-8" < eki Ill TOTAL SQUARE FEET OF EXPOSURE 539.33 SO. FT. STI'Pit (;Ys tv"'JOT , , - _r CMA PROVIDE OPENINGS FOR ql 2110 of 1% -,'EAD. pyo er EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF IN copper tubing is used wrt 08-07-02 N.Y. STATE BUILDING CODE. for water distributing system; pil sl be V-0" of types I< or L only PROVIDE SMOKE-DETECTING UNDERWRITERS CERTIFICATE ALARM DEVICES REQUIRED AS TO PART. 721.1 III BUILDING CODE. APPROVED AS NOTED ELEVATIONS C" DATE 2 21kal Ill r- ELEVATEX1858. ev: HEATING NOTIFY BUILDING DEPARTMENT AT APPLIANCES 18-AS 75.9-1802 9 AM TO 4 PM FOR THE REQUIRED By PART. FOLLOWING INSPECTIONS: 111-3 (e) (4) OF 1. FOUNDATION - TWO REQUIRED sl l N. FORPOUREDCONCRETE STATE BUILDING CODE. I ROUGH - FRAMING & PLUMBING & INSULATION 4 FINAL . CONSTRUCTION MUST OCCUPANCY OR BE COMPLETE FOR C.O. J11 ALL CONSTRUCTION SMALL MEET I Of 13 USE IS UNLAWFUL THE REQUIREMENTS OF THE IN Y WITHOUT CERTIFICATE STATE CONSTRUCTION & EIIIIIII COIEI. 'NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN I FIDNETRUMNOR ERRORS % 54-ey6l PW %41 ItlA1.L+ 11 Foot 4+ W � A �- _ - - z _ -- -- _ - - - - T T T I .I i I'~ .11 ''�, 11 II .VIII ;j11llI' � y. II. I,Il I .:II 'II . .' �I�IJ�I�I L..4i�!I -Il 4.iulll�l{,I!'�I, itlr . ,1•fl ; J4;I-,.I��, = u�Ii�,,il.l l.FIk LII `'J_'all!11111ii 1. 1 {411 , �;:1_ li l' �+'t, E �i�,AL . – l �l It t.l{ !ia• I;- �.�J ir�l �lt 1.!1 L111 – LI�! �IYII .�, I .i�,. ;l �.11 u',iuI aril _ _ _– " �.!II! ll' it �lu L'I �1� �1I � 1i� i.t'i 1! 1143 1 -L�I ,11, � �;t1 ' 1171 _IrJj CONTRACTOR 'IS T0, 'EN ENSURE . Il Illi i� l�lr.,i Lf�; R / CO U` ,ALL "NkA'7gR IS TO �BE 'CONTRINE'D ' ON .SITE. � �I � � � { r � • ' � ' I i� � I I � . . � � �! �I � � � N Q Z a m 0 0 Y O � n W W V a ' - ELL— UZ: Z Z f9 – 4 � e — — ,_ — _ — — —' tXISTING NATURAL GRADE W 4–d y . ._ — .-� — _ — _ _ -- - _ — _ _ — — — — T _ .� ._ _.. _. — r _. � - - � � ._ � — � — _ ..._ (at property III , PROVIDE RETAINING WALL AS REQUIRED BY GRADE Nam RIGHT ELEVATION Y ALL-DIMENSIONS AND CONDITIONS PRIOR' TO CONSTRUCTION RIGHT ELEVATION – INCLUDING REAR ANGLE: AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE = 5'–gW 803-20Q2 TOTAL LENGTH - 60'-5' axpm W. TOTAL SQUARE FEET OF EXPOSURE = 348.5205 SQ. FT. 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PROMDE s e' FIRE-RAMFP m c I � SLAB POURED TTIME OF GE AND ALL OTHER FLA ( j 'ikUF1 e /^• �` Y-•' <N CjY of UNEXCAVATED N J CPJIJNEEG SPER NYS CODE xI 6IUI WORK. / w COMPACT SOIL O xN MINIMUM 3" SLOPE 2T f g ' SHOWE - R z Q - RAIN t0" DIA. HB&O 2x8 CCA-16 . x8 CCA-16"oc . „ 3'_3 BECK _ (2)1-3/4"x 17-7/S• (2)1-3/4 x 11-7/e" al�x VE iF PER OOLUMNI "f---� r"'"—`—E m LVL GIRDER _ - LVL GIRDER ¢a 11-7/e', (2)l SPACED(2)1 °x11 j" LVL GIRDER r — _ - GIRDER CVL GIRDEfl SPACED AND WRAPPED - L wF ' " PLYWOOD wA WPLYWOOD w/ �" COX PLYWOOD ABOVE I r _ _ _ _ (2)1j"04' LVL DROPPED GIRDER •p I I I I I 10" DIA. HB&G _ 'x fPERMACAST COLUMN - - - - c I T T T 11 -T -7 - r rt, 2 1-3 4 x 11-7/8' „ Iiia PROVIDE 79' HiGH , QNCRETE 31v I LVL GIRDER A4 ICAL PLATFORM 3DS FIR RATED vFRIFY ?' CH'.. AMD � ...- w I " FFURNACE AREAAREA M>H SELF q 0 HINGES , 'WRxmlirpEOUL'�NTfl m MO SN x m I �zy � DM 4 W P''a x'yi -w eRSl00E Mew. OF VERIFY!M1t DIMEt#aIW)S I ANUPACNRERs SPEaFlOAnaNs �'� '� LTi LOO 5F'_ 6je AND'CIF/A/JiCC M'S ODI)F. ASOVE FURFIACEAS pPROVgp NSE OCODE. PRONOE A/B' FlFE-RAiFD (2�I�VL4aR ER -(2)1,LVL 4GIRDER 7/8 2 I 4SUEETROC ON WALLS k ... -- 2 4I GCA-19 m V, URNACE 6 SD eE E EYA ED PROVIDE 3UPPOR NR g CEILING'AS PER NYS CODE 6 0 t, F ., N A WNIMIiM DP TR' Aetw>: HSAgm F1IAUINC A. SHOWER w L- 218 F BISf]AEMi sllb NE1DHf. RECUIRED. `5 ` V0.' �� PRPtOE CONCRETE PIAiFORFL m Cf tlRAIN L y Be I 10" DIA, HB&G -" vim'"'-,4,yyF+' yy ` vmiFYMASONRY nE�IH SIZE TA�M� 0 U¢ PERMACAST COLUMN - y✓L'V"' �,/',� !� C ad I' AND NEIGHF WRN GWNER. (2)1 j'xl le' LVL GIRDER CONFORM 70 MM& CODE .T-11 I SPACED AND WRAPPED 3)yk 3 ' S ' o n /+ ' f-3j1B CCA-16"oc - wf' 1�' CDX PLYWOOD ABOVE - — _ _ WASTED a .v B'-9 10 QIA: HB&'G � A. _ 1-1/4:,�?-?/11' _ _ -p., __{2)txT4 LVL DRQPPED GIRDER PIPE I D W ~f7r �� _ i L •'. yF 7 ,t"".,' y y4ERM'AOABP'COLUMN I w/� .�' PLYWOOD ;/ m (2)1-3/4%LVGIRDER7/8' vL401fl0ER7/8" I �.I y . A �. w/ �i' PLYWOOD w/ 3'." PLYWOOD PROV% ./ / ,\ \ ,' 3 I ' CI SWEE Di 01 M WALS h� m m '. � 5a' FIR -RA � 11CE14ND AS PER NYS CODE 1CQLUMN ABOVE ray '. o A li w N VERIFY ALL' DIMENSIONSk 01 / 6" p,0. SLAB 6 x 6 WWM o Iw GARAG W14 o < n. 0 AND CONDITIONS PRIOR m w o m 6" P.C. SLAB W/ 6 x 6 W4NA ^Iv TO CONSTRUCTION . f i Q w m UNgXCAVATED - �6 po 'p a COMPACT SOIL < ' m �Iz�l MaEG Nv 803-2002 D' I /// x , NT' IN, F x 'oi m '^ 5-'a SI, MINIMUM 3" SLOPE _� <O� DRAWN Br: CMA 4 r .1 y. "x .I� PROVIDE S/8' FIRE-RATED N �II°x' J CHECK ED BY: " y� ry`I, ,t ',I, sNEEta AS E MYS O ,F w I,." ^ 0Ix I CONCRETE APRON IS TO BE �! b CEIONO As PER NYR GLIDE x a"""GC'»""" - i¢ 'POURED AT TIME OF GARAGE ITT, `iN, � DAM,� " I o. WORK.SLAB AND ALL OTHER FLAT >' ' WASTE' I Qf3 07-02 PIPE x8 A- e'o - I sCa.E: RR& 10" DIA. Hx BLVL (2) 1e&U sHEET {2) try x'BXe" LVL (2), 13'A" x $)¢' LVL (2) 1%",ix z 9)FZ" LVL _ I PERMACAST COL MN 6t � A41v � A41v A41v A47v - -vim 13ASEMENT 'WINDOWS ARE TO BE SET AT 8'-0' AFF (MATCH FINISH HEIGHT OF GARAGE DOORS)' I � � PLAN ADJUST FOUNDATION HEIGHT •_4'---'B't 1 ` C B AS REQUIRED A 7'---- 7-111 6 � . 11"-syy n'-9%' 54'-10'^ lr-g —11''S7Q GARAGE DOOR FOUNDATION WALL IS 70 BE 12" ABOVE SLAB HEIGHT j,r 3'-117 '^-'+ 7� � s ALL OTHER WALLS ARE TO BE 6'-4"' ABOVE SLAB HEIGHT E5'-97[{6 - 6 of : 13 W fi Fwr4 ION PLA,N e 2,359 SQ, FT. LOWER FOYER, GARAGE;& STORAGE , , 3'"'117x16 4' 61-6' 5� - 7'4' 3 3•'B+e i'_71i= ' 72iB 7i J16 7`101/4'' - - (2)1"x�ttr LVL (2)1rx 11a." ,LVL , - DROPPED GIRDER (LEDGER) DROPPED GIRDER (LEDGER) (2)1-j}"x14" LVL FLUSH BEAM, SPACED AND"WRAPPED WITH COX PLYWOOD ABOVE (2)1-2"X 11-P LVL DROPPED GIRDER PACKOUT AS REQUIRED TO COVER A COLUMN CAPS PROVIDE FIBERGLASS OR PLASTIC COMPOSITE RAIL SYSTEM BEA ipp „ AS PER OWNERS SPECIFICATIONS AND NYS CODE. - - 'u (2)13"x 9F LVL GIRDER WRAPPED IN lx PINE (2)11)"x 9}" LVL GIRDER WRAPPED IN ix PINE (2)1i_'a 9j" LVL GIRDER WRAPPED IN 1x PINEPACK OUT WITH PACK2x "' I . . . . UT NTH 2x AND A PACK OUT WITH IS 5 rt�R ARCH ilSi S CH AS SHO%V�� '00" I�l - r w — — _ _ i— — _ _. — _. _ — _ _ _. — — — — — — — — — — — — — — T — — — _ _ — _.._ — _ — — — — PERMACAST COLUMN - - 10" DIA. U � P l z 3 �Y I 10" DIA, H— 10" DIA. HB&G p / _ x i \ PERMACAST COLUMN- - gE PERMACA5T COLUMN It PERMACAST .n n 603E% 2 m I \+ n P�RDSNDE (2) 1-�"x 14' LK UNDER 7 .' < M w �Z I n . pROMOE FIREBREAX SHEATHED !2 910ES1 ¢ I ��Jt, - t,,y BEARINo WALLS W 00RMERS i DHT2015 DHT2015 ' � a 3 FIRST FLOOR WINDOWS IN'PORCII ROOF AS REWIRED S NTS CODE. O I OHT2815 �� q L / o TW2032 TW2032 TW2842 p J/� x ARE TO BE SETLLJ DHT2815 ':,, DHT2B75 � z m AT 6'-70-1Q' AFF D ^ ' , i z I 0 ,.}l.' - 7W2842 7W2842 !2) i3l' = 914' LVL (2) IV x 97i" L11. `.� (2) IV . 914' L14 �� w � I DBL 2k6 PLATE g a I - W140xi4^-18 me : _ � iv —"—s (2) -" . 2V LVL - (z) 1W = W LW o TRANSOM WINDOW FIRST FLOOR WINDOWS ® 10'-i)6' AFF 5j,6 ARE TO BE SET 7• W- C. _ m a AT 6'-10-§" AFF ., DBL 2%6 PLATE °i q I I T-934' I `-134 x'' $ ¢ J �I 10" DIA. HO&G t� J PERMACAST COLUMN TRANSOM WINDOW ¢ a U I 5 2680 m MSTR BATH. ma Pk J. I ' °` $ T` 9 �' I pBPQ DE FIREBREAK SNEAIHED (2 9 (� xT k 'MASTER BEDROOM � nq 4 a ,y I �$,DO � ® i �,^��' t 1 °' I IN PORCN ROOF A9 REWIflFP BY NYS OWE. - y ,_ _ IE� �4 q� die Sip 0p• i "� , i � 1 ,"y w O� �,1 � ® � 2880 ry I ry 1 '�.h°� PRONDE BLOL'%INC FOR' 1 a I I ' m I � TONEL BARS AND ACCESSOIIIES. ' f SIYa I LWAOON6 YATIi OWNER. ' \3()80 . V 16-1"-76'ac— —_ ® 1O'-116" AFF _ . I I T 334 L �•_V _ J 334' /D m a, o z rcm y ,f I x N a TO" DIA. HB&G ,yamZ � NI I1 PERMACAST COLUMN - t � I �I � o Wi40x74"-i6"Oc m ® 3 10" DIA. HB&G ISI'-' . 10'-1.16" AFF PERMACA5T COLUMN BLOCKING yn �x'IIt .1fiRIFY ALL DIMFA)SIONS O YM I N O.I N b 1/. I N, AND�FRONRFLEN'IS NIM IND OPli A60VE N Q I N '-7y4" '-4• —B _7T4 •_2' II MANIIFACfi1RER4 SPECIFICAt10N5 v��i N I 6QIE. _ DO, �` rp PRONDE 2) 1-L"'F 14' LYL UNDEN - b mI� I W I w WffFi OPENING 92E W 1w 2 '-1 7'�il x > BEARING WALLS OFiDO6MER5 mG� O ,:VIE iIEMTH HEMT AN I- -! TL I z I a I 5 o f SPECIFlCA11ONS WITH OhT1ER. K ��-- 3 q a 1 �p a SUPERIOR PREFABRICITEO �j (.� 3 , 3 , , m o xf= rO d I I 3080 O I t; :D ^'+a Gly BURNING FIREPLACE 2680 0+ m I Z u)I N °' 1�e VERIFY FRMING gMEN5pN6 W- -W D40 x y . a: r rp I `V 7 AND SPECIF]i YORK GAMER. I dI (w � F/L 3 pp DE aa m W m Iwai W N liT m O VERIFY ALA, DIMFMSIDIIS 'O O O �¢5 m M V 0. . 04 0.� �". MD CLFARMCE AS PER. �I- �It b O I 1D" DIA. HS&G - -- 6 ryy}Yy'S�� CDDE, ELEVATOR N PERMACAST COLUMN I YRC DU 9OE A c� rI pE AB PEIt NYS OODE ' J J Ity' 3' O f m �JJ D ILII \\ GREAT ROOM + �� I D e y <C g .4x. JZ- 334. -1` 4'_27 . =I r' f ya S34` 1 1'-61e. WI4OX14"-16"Gc J U o r ! cyil \ ' A -'C� g _ O 10'�ilb" AFF XT ., ¢ FWT5018 N aI FWH50611 ASR - _L2)1 'x 11 " LVL DROPPED GIRDER (z 1N' = Wt' tw — 2 1- xT4 LVL FLUSH,-BEAM SPACED ANO WRAPPED WITH_ • „Q w " g _ 'oI.LplpyD9BFZ w-_.! 4- .�X 77� -4YL.:RR9EAE2GJSDE>i ga 1° o.- a '0I °' ,�Q (2)1� 115 LVL DROPPED GIRDER p$pp ' OFFICE !, x -o x x om t r3I% m 334 ° U- m N I qq N�IE. t` 70" DIA. HBh,G �° 3 S 4 fO a M i a ` - VERIFY'OALI, AIMENSIONS N ' PERMACAST COLUMN ' =e " w x'I - AND' CONDITIONS PR10R —f � ^� • ;< .I a I a� TO CONSTRUCTION ,D - < �L � .„,# Q % a 00 PRWEC� N0: , N o ¢ w k' — — -1= _ ;� s J4$0000• a wZ 803-2002 - DBAWN'BY: `o DINING AREA I 9� dntE — o2 ti - $ mm � I m� CMA O = r3 PRONOE CAiS IN W/�L1-5 �s 8 _ a w I CHEORM Ely, .� - ® n IWRIER NE°Ims.° KITCHEN LAUNDRY m b' I n a . . b (VERIFY LAYOUT HIT! I MER) f0 N ' N ROOM tl 't I�. x I M1E:, — — — — --• PANTY a - 08=07-02 - ,} 33'-03'4 m _ `412` 7_ 7117 C2) 13i' x 914' Lot — — ( tdi" x914' 0100 ( til" x uY! L z) 1#1",r Bh' Lvl, 4 �3L• — ^ 10" DIA. HB&G SHEEc 11DH xis PERMACAST COLUMN /// DHT3815 DHT2015 DHT2015 DHT2015 s YW3852 '� TW2032 TW2032I F1 TW2032 °' . �erne�lJ . , ,ylow FIRST FLOOR WINDOWS FLOOR ARE TORE SFT VERIFY FINAL KITCHEN LAYOUT WITH OWNER PRIOR TO COMMENCEMENT OF FRAMING, TO ENSURE AT 6'-70-Xz" AFF PLAN , WINDOW AND ,VENTING LOCATIONS., A DBL 2X8 PLATE TRANSOM WINDOW sHEEr No. 'rll6 54'-10 . 7 £S'-97/16 . " Qf . i FLOOR PLAN tip � 2,359 SQ. FT. HEATED LIVING SPACE PLUS;GARAGE, PORCHES AND DECKS „ e B A \ - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,� PRptl 4E FIREBREAK SNEAM43(2 9 //Iyer 0' IN PDRCH ROOT �\ m LLJ v .. U z < I ALL DORMERS ARE., '� '1io ALL DORMERS ARE 75 11 TO BE BUILT +7�� (3) 2x12 RAFTERS EL�1 TO BE BUILT ON ' ` (3) 2X12 RAFTERS I \+rf W/ (7) 114":SPACERS,, i w/ (2) 114" SPACERS Fm c o r i v.o It W o W,1 p UNFINISHED ATTI S `-"o a _ * P ” •p '� 58 `?A.-? - z� ,N J „.'. . FOYER ' ab SHELF : '� � I :O a sD C ,`�$ '� "OnI OPEN TO BELOW - - 0 4$ at I ,lW WALL HEIGHT 9'-IA WA�L MFJW - - - - - -- - - - - - - - - - - - - '° — - - - - - - - I Y] fO / T / \ ALL DORMERS-ARE ALL FORMERS ARE _ TO BE BUILT ON TO BE BUILT ON (3) 2KT2 RAFTERS / (3) 2%12 RAFTERS W/ (2) 11f" �SPAOERS sR i 3 w/ (2) IV SPACERS fi NOTE' a u u z I VERIFY ALL DIMENSIONS ou, m AND CON OI TIONS PR10R,' - o: \\ z TO CONSIIRUCTION V \ 803-200 DM" BC ' CMA + cwEO10rO Sf; v DATE' 08,'D7-02 I VNFIN ISHED SNEE RR: I \ - � - - _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - ARIL 'ptkh+ PLAN E11E1R NO: --GB' UNF�IT NISlf6D /4�lLr � t' 13 FLAN -I,I ' I'll / vp.v, ,:n ,r-- i n . . , 1, .111 ,.. u „ _ -i.- n " . l: a i. , ;, ,.. p• . . i:. „ 1:111 - 11 1•• iV 11 a '.�,, 'i. r I , . - r I .. I -r „l• a .,\ 1 1 i _ pl r c .. �' 'I .1 .I' . .. - ., n ., II .. ,i : I. - ., i, > l i.' ', " ". . , .l n , I - 4 . . « 1 a i, r r, n _ -, .,, . - li ., _ ..h r _ ly . 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I I �� 1 � P�flGmBE FlqQBRSAx 6YfEAAiHEB (2310E5) I - 11 I Te'•a_"�• :,.} IN,CORCH.FOOF AS'REOVIAM BY NYS COBE I - III : t � I I ' I . I I I / . I � � . t � � I I, n G L I� - :,I I , r LLJI I (�1 P T I • K .. n - I „ r - .,i a I � � � I I , I , � 2 1 1 1 - � , 1, I � I Ir � I � , I I , - I � , '9 ,I 't��L I I : i. „ �, . R I . ., - , , ALL DORMERS ;ARE ,ALL PQ MERS'ARE" - _ , TO BE BUILT ON TO Be BUILT ON. 1 - '-11 rB• (� 2xi2 RAFTERS . (3), 2k12 "RAFTERS w/ 2 119""SPACERS - _ w/' 2) 119"`1%PAOERS f� ' + `-. I I 4 W - - —' — _ —, - II — _ ._ - - -, - - - - - - , — • \, ' "e I�\I � � I I , i m I I � I � � � � I L IL I - - i „ 111 w � _ " , , oNr. 9NI I � ' ., I .. I Is x 1-3/4% le Tt�l� I >s,' N, 11 x - " w, Y o ti L: I =— 104: 'fg o ' ' 9 It I I - INNI{11 I IIIA NII \ \ I . 1.� - _ " 6 -E I ,w-I I I I'I I .i �; ' ' � I I I I I 11 � ';' � I, I ��I 4 . I m ,, , - .,, - , - -. _ T � ' I f r I taka. IN I A L . 61 I L , 1, I ' l ,� I I I I - - � I I t' , i . I — — — -- - - i ` „ I , ` , ALL DORMERS ARE • ' ALL DORMERS ARE' - - TO BE BUILT ON TO BE BUILT ON _ '" — C, f3) 2x12 RAFTERS 1 w/ (2)1)¢" SPACERS I .. • w/ (2) 119` SPACERS j ' ! o $ I NPFtl,,An CiIMt�pNt�J R 1 il h \\ \ '� o� � To CONSTRUCINQN IT , ., I l -. ��L - N N � I PRCWGCT W p M ' "� , � „ . ' '� I '� A y j�K„ j�K -I� O� n . . 5�0 fr VA 'Tll \ \ tW tV - I - q - M A" m, r��,} .. I / / �,./ _ I OMECkBO B'hµ'Y1i 1, I I r �/ I R .-©? I zt- V / I T`�k" 1 0 1 / L \ I , rm T� ; �v � . „ I I � i . ' R"OOF y�pg,¢�� ., - _ - PRWIOE FlRLERW( S_m' '7 W [[2 Sd7ES) - ' - - IW'Cgigl-ROOF AB R,IREB YY NYS'IXIBE., B. A d I .. - I . ': , . 58, .. , _ " - .. , r ;. , L, I ROOF FRA11rI NG PLAN C , 1 , I' 1 1 � . — I I I l I I I . I I I � I I I � _'_:�I�"l L�L" "�� 1,I � . " , , r L I L I !� ,:' �' 4, „ , . I „ a; BUILDING CONSTRUCTION NOTES: GFNFRAL. I NI ur strud ins,walk alkali comply aI the New York State Building Cuastructal Code ,,it will,the relief rtm...r,do any governing dcpnnmems,as will;u+lhe n.•quircnen6 of awheritics Imvingjunadiction. B 2 All walk shall lumpily wnh file New York State Fnergy Code A A. II nhnli he the contmctots res'ponsatility fo submit the,ix,design,and type al"nrechanmal systems which stall bo used m sulTcient detail as required by the Building Department B. Insuble all ducts and piping as required by code, rT� C All windows,door sills,openings,eh.shall be caulked mrd wencher stripped W 3 Promdc aresknake dctecwr on each floor,including basement, Provide snake decants as Oil sleeping.reds. All detectors mew be dread) wined lin the cledncai systcm ol'the home. U 4. 6rglncer is not responsdde for the supervision Of construction. General Contractor most venly all dora asters and continuous'befbrq ,onsundmn or fabrication Engincc is not responsible for nny changes wifhout la initial prior approval r��yyy 5 Do not scale dunking, \0 h "file rngincer shall he responsible fm the content ofthese drawings only. He shall it.,be Ield responsible Colley materials, workmansWp, means ofnethods ofe,sstntetion. T he engmeershall not he held responsible for the design or installation of material..and equip.sat He'tocul.Plumbing,Hcatng,Vcudatmr,Air Conciliating,ur any other systcm not specifically cautioned at facts,clr,.iag,, 7. Elcctncconsmmooa is to .'of 1Ice the National Fleme Colic,New York Sun,Code,mW LfPA L��, 1 �4I1 8. Plumbing t.Id cool',)....lin file Counry and Local Health Depadmenl require cut,,mid N\'S Code 4 All heal pmducwg equrpmcnl shall be wswllad in ulmodrace wish Not S Code and manufacturers specircalions WW z 10. All electrical and mechunmul egnipmeal.s it,be elevated m F'FMA regtiromenls and NYS Code us retuned Q "I1, 'Lmutuuon of Pmfsrooaral Liability Fr 13ry accup.alee and use of these plans the owner/budder/agem agmes lin lama the Inability of East End Dndirng and Design,and choir drafLaen due m aegl vl,act.,ofertoa such Ilia the total aggregate liability o'Enna End Droning&Design,and there dmllsnhn shall not exceed Ilke total fee furscrvmn rendeed an this prowl 1 12. All ufaur floor plans and elevations ate prnmiled under federal copyright law No pian inlay he reproduced or recansarwchd without wrnien"hers,... Cn of 13 011 Cantrnctur amt vcWy any site specific 1egwemema fur the construction sad.as flood zone rcquircmenls,etc. C a 14 Acceptance of these drawings does not akilbai,the right to Mild w.hent the autheri7nhonol9rwal governing,agenecs,such w m J Town Building Departments,DIIC',etc. iv W m 12" SOFFIT C'OOF COMPLJANC'I, 12" SOFFIT I L lght Regwmnlents: Ihabitable space cxecpl for kaebeas hill have natural hghl equal to 8%of floor area, " ❑ ® "� T 2. Vemilauak Regoneaert,, B, A Habitable space axccpa kitchens and bulhmmue sludl have adbrml ventilation equal to 4sa uffloor inch,or ro alechmicai vemiletion Providing nvr(2)air chmiges Per hor. u t ❑ ❑ B. Kitchens ua above,or 150 CFM mcchamcal vcatfujia, C Relhraoms as above,or 25 CFM oweb,icul ventilator. f, F D All fans shall extent,directly to exteram It m �r O D W 3. Secondary Foils(WoWuws) shall he 4 s,.rc lice mmnnum wi0r a minimum Aimension of I8"and a rnamm xwsill[,eight1Ls A m O N (31`42"snake finished flour N N m 0--4i IN N ru � 4 SWarwclls shall be 36'wWah nunintum,2'-8"ilea[ '� N is El ❑ DANDRRAILATIVESYSTEMCOLUMN GENERAL NOTES: o t DECORATIVE COLUMN PROVIDE FLASHING AS REQUIRED Th p '3 AND RAIL SYSTEM 12" SOFFIT (SEE DETAIL) COLUMNS FINISHED WITH STUCCO TO MATCH CHIMNEY CAItFEN Ice 12" SOFFIT 'RY _ � 12 S IT 2 5 I Pmvide doublejonsts under all partition walls unless ndlerwise noted Pmvide typical energy con.has interior/pmiitit as � m C Fireplace-provWe supprtl lir.bamth ns required. ///''''''�� y.• ¢ Sill planes aro m be 2"x o"treated 40 year CCA with sill scale., _ ¢' K Prokidesdl scaler-below termite shield, �y� /�� Z 1 .� > Wu11..are m be q'-1-1/8mtkil cru.anted V+4 F41 ' /"1 " D tY :".x 6"- Ifi"oil exfennr walls W 2 hFl } 2"x 4"- 16"oil interior walla-unless noted nlberu•Ise_ m A 11 wall studs are In be 112 or better Douglas Fa n All oilier IYammg menders ore ro be 112 or blank Douglas Pu or ahorwa a noted, - A 12" SOFFIT 12" SOFFIT Prodb structural metal Losrequiredall lluah structural loading carrying conditions. Opcltol lnlfeel 1211-ya"x')-y" LVL herdom-unkys olherwge nnled, Lab'halt tialll,foci pipes. Na' e v suMla , 1/2"ells, roofshemhmg.(5 ply) 7,16"ooh coonskin,wall shemh...g VERIFY ALL DIMENSIONS Pmvide fire hlm:king nn all wells a required, AND CONDITIONS PRIOR TO CONSTRUC71ON CONCRETE PRWk-CT 1107 O Stkaogth= 3.000 PSI at 28 day ASTM C-94 ready mix concrete 803-2002, m `y All footings,foundations,etc.shall rest on undcstwbed sad. DALIWIN BY. N Forcing,shall be 36"bcloa finished grade-minimum, an m.dashubcJ at](4000 too) CMA• All findings Trienniums shall be Located, Cs1EClgm W.. - ProvWc rwnforcing buttress'nn any wall over20'lung,2'-0"below final grade , (2'-0"x H"with 3-R5 retro or 16'x 8"concrete fraung) Damp proofing-Provide plastic over an. WiE: 08-07-.02 ELECTRICAL. -.T l4,rr; I - Keep bons 5"minimum front franc edge of hnSHFYT mlE: x to rough Opening. „ Elecme consauctinn Is to cartoon to file National Elcch w Code,New Ymk Soh Building Cade,and LIPA Provide rule smoky de.c1nr on arch floor,fncluding basement. Powide smoke dotettors,in all sleeping nam. All doleet rs an to'bc doicedy wand in the ROOF OQ f—, 24" SOFFIT electrical)syshrkoffile home. R I' FLAN PLUMMINO; C B A Supply pipes in walls(for mdets)at T'tram plywood Plumbing.s To coniball to the county and local health department rcgihmmcnts and Now York Stale Code Itclmalc all wall"Wilke th.nugh real at neaki buuse,sad spiny to mulch ow rshingle colo, '9HELh' Na} ROOF PLAN 10 of 13, r , V WTI 0 CONTINUOUS RIDGE VENT 12 1-Y'4" x 14" LVL RIDGE BEAM /F W 2x12-16 oc RAFTERS }" COX ROOF SHEATHING ►r'^r1• 15# FELT Z 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES - O HURRICANE CLIPS �zvs / zx4 sTRONc BncK 0�r��ERRI� 2x6 SUB FASCIA 2x8-16" oc 0 9'-1 2x8-16 c 9'-1 " AFF B LTED L 1x8 w/ 1x2 FASCIA— LL WRAP IN ALUMINUM R-30 INSULATION ""►►►.--..JJJyyy�� 12" CERTAINTEED VENTED VINYL WAINSCOT SIMULATE LL1 DBL 2x6 PLATE r-====�sr ii_-i uu i__n 2x6-16" oc WALL STUDS-- Ili iiuii """ iil UNFINISHED ATTIC Illus FOYER UNFINISHED ATTIC A- OSB WALL SHEATHING • III I Inui i 0111 I nl //� TYVEK HOUSEWRAP " --j""I __.�iu l__+_�II Al7n --t uu II PROVIDE FIRE BLOCKING CERTAINTEED CEDAR IMPRESSIONS = Ilul Iwn III B41E ' Inns _I nI III IN ALL 9' AND TALLER WALLS PROVIDE FIREBREAK SHEATHED (2 SOFS II Y 1 -1 MII T 1 R -f -111 °1 lou 1 IJlui ii r IN PdtCH ft00F AS REQUIRED BY NTS CODE. PROVIDE FIRE BLOCKING IN ALL 9' WALLS ii i__i__nnl L__a__A I __i__�u 84 TE:ALL DORMERS ARE UNFINISHED AT R-19 INSULATION PROVIDE (z) t-J'. la• LVL UNDER TO BE BUILT ON BEARING WALLS OF DORMERS (3) 202 RAFTERS 3'-O%' BEARING KNEE WALL HEIGHT - w/ (2) 1)Q" SPACERS IF $'i' COX SUBFLOOR - GLUED 1, HAILED (2Pq K OUT LWITH VL I 2xE AND ARCH DAS SHOWN IN Ix E W140x14"-16"oc. - --____-_- W140x14"-16"oc. 2x6 SUB FASCIA ----------- 1.8 w/ 1x2 FASCIA— 2x6 SUB FASCIA w/ 1x8 FASCIA - WRAP IN ALUMINUM H� - WRAP IN ALUMINUM H °' 24" CERTAINTEED VENTED VINYL WAINSCOT SIMULATE LAUNDRY OFFICE ELEVATOR FOYER MASTER BATH 24" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING z DBL 2x6 PLATE IIC/D JJ� R-13 INSULATION 11 O 2x6-16" oc WALL STUDS IN AU INTRIOR WALLS I I CERTAINTEED VINYL BEADED WAINSCOTING (OVER %4" x 3 SPRUCE LATH) fs- �" OSB WALL SHEATHING TYVEK HOUSEWRAP I PROVIDE FIRE BLOCKING PACK OUT & WRAP GIRDER AND FALSE GIRDER yy CERTAINTEED CEDAR IMPRESSIONS IN ALL 9' AND TALLER WALLS COVERED PORCHW I1 10" DIA. HB&G „ PROVIDE FIRE BLOCKING IN ALL 9' WALLS It PERMACAST COLUMN ' R-19 INSULATION - a R-19 INSULATION I I R-30 INSULATION �" COX SUBFLOOR - GLUED & NAILED II 2x6 SHOE �'4` x 6° MAHOGANY DECKING (FASTEN w/ SS SCREWS) �wy NA CDX SUBFLOOR - GLUED & NAILED --- '-- tj/,j A rW77" z'2 If RIM JOIST - W40 x 14" - 16" oc FLOOR JOISTS WI40x14 16"oc. W14Ox14"-16"oc 2x8 CCA-16'oc N 2x10 CCA HOUSE BEAM WOLMANZED 33"x 11j;" PARALLAM GIRDER rr..11 ��yy�� /y �-' g PROVDE N O FlRE-RATED F++1 FSI In ® LVL GIRDER w/ 2xz CCA LEDGER PACK OUT WITH $x AND ARCH AS SHOWN ' 12513"x14 LVL FLUSH BEAMSHEETROAS E WALLS k n SPACED AND WRAPPED (2)1-3/4".IGI11-7/a' 3$• ou STEEL cowMN cEluNc As PER NYS CODE / Y COX PLYWOOD ABOVE LVL GIRDER '- j.l S w/ �4' PLYW000 1'-0' x 7-0' x 1'-0' (2)13"z 11P LVL DROPPED GIRDER CONC. FT3 (TYP.) R-19 INSULATION 2x6 CGA SILL PLATE w/ TERMITE SHIELD & SILL SEAL v O n INSULATE STAIRWELL AND PROVIDE Fl RATED < SNEETNOCK li WALLS 8 €�u LONER FOYER WALLS x 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" oc WILING As PER NYR CODE 4" Box IDBE STEEL COLUMN 69 W . - w/ Y,' WALLS � 10" DIA. HB&G v ON a v PERMACAST COLUMN CONC. FTC (TIP.) az�� VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR „ GARAGE �g�pg GA AG TO CONSTRUCTIpN 6" P.C. SLAB W/ 6 x 6 WWM 6" PC. SLAB W/ 6 x 6 WWM P90VECT Npi 2x4 KEYWAY 8" PC FOUNDATION 803x2002 . 14" DIA CONC. fIL4ED SONIA VIBE PIER DRAWN Rj; ON ON 2-O'v 2'-0'x V-0' FTO. 16" x 8" PC FOOTING 16" x 8" CONCRETE FOOTING TO BEAR ON UNDISTURBED SOIL CMA MINIMUM OF 36" BELOW FINAL GRADE MIN 3'-0" BELOW FINAL GRADE PROVIDE MIN 6 MIL VAPOR RETARD (INSURE SOIL BEARING CAPACITY) CHECKED BY: BEAR ON UNDISTURBED SOIL OR APPROVED SUBSTITUTE OVFx PRav1DE CONTINUOUS Y.' TIE poo FROM INSURE SOIL BEARING CAPACITY PROVIDE #4 REBAR COMPACTED 4' MSI STONE CONCRETE PIER nIRWGN FIBERGLASS TOP AND BOTTOM UNEXCAVATED UNEXCAVATED �� COWMN i0 INTOP E OF ORDER FOR CONTINNTIN UOUS TIE DOWN OF WALLS AND (2) COMPACT SOIL COMPACT SOIL PROVIDE /j4 REBAR . 0$-07-0,2 ' #4 REBAR IN FTG'S TOP AND BOTTOM OF WALLS AND (2) 14 PROVIDE VERTICAL g4 REBAR DES $4 REBAR IN FTG'S ,- " ,= l'—O" 4'-0"oc. PROVIDE VERTICAL $11m nne CROSS SECTION A 4' REBAR TIES4-0"Oc. CROSS SECTIONS I GARAGE DOOR FOUNDATION WALL IS TO BE 12" ABOVE SLAB HEIGHT' ALL OTHER WALLS ARE TO BE 6'-4" ABOVE SLAB HEIGHT 1 l of 1 I CgEAkC (2)1f)"x tIb", LVLDROPPED GIRDER . (2)1-j"04" E AM $ LVL FLUSH 8 PACED AND WRAPPED WITH -• J" COX; PLYWOOD ABOVE' (2)1-j'x 11—b" LVL DROPPED GIRDER - (2)lf'x 119" LVL DROPPED GIRDER - -CONTINUOUS RIDGE VENT - V/ 121F--? - —"13a" x 14" LVL RIDGE BEAM SII . 77� 2x12-f6 oc RAFTERS '(2) 202 HEADER b' COX ROOF SHEATHING (3) 24,HEADER BEAR ON (3,) 2x12 RAFTER 2x6-16"ac. 16$ FELT - FLUSH CEILING' JOIST - - - 4 9'�-1M"-AFF 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES - .. BEAR ON (3) ,';rx12 RAFTER 2x10 HEADER Wi / 2x4'STRONG DA m 9'-114' AFF BEAR ON (3) JOIST F T'ER (3) 2x8 HEADER FLUSH CEILING - — 2x12 RAF L mom (2) 3B' BOLTS - TYPICAL - p `eDE FlREEREAK sNEA1N[D (2 SIDEs1 { ✓ IN ORCH ROOF AS REDVIRW DY• 'YS El . ___ ___________� - PPRROONDE (2)) 1-41"x 14' LN. UNDER '�'• „ - � REAPoNC'WALLS OF'CORYER9 � ' 2x6 SUB FASCIA _ - 1x6 W/ 1x2 FASCIA-- ' WRAP IN ALUMINUM 12" CERTAINTEED VENTED VINYL WAINSCOT SIMULATE _-)- , . UNFINISHED ATTIC DBL U6 PLATE - ALL DORMERS ARE TO BE BUILT ON I 2" OSD WALL SHEATHING (3) 2x12 RAFTERS 3'-OW 9EARING KNEE WALL HEIGHT 2 1 9 " LVL GIRDER WRAPPED IN Ix PINE AI x G E OR GLUED k NAILED' COX UBfLO G ( � $' D S ) 2 1 SPACERS - ' ' w/ O � 'PACK OUT WITH 2x AND ARCH AS SHOWN' I � „ 2x6 SUB FASCIA- W14OxI4*-i64oG. WI40x14"-16"Oc - , - WRAP IN ALUMINUM ., FASCIA w ix$ 'FASCfA - WRAP IN 1x8 w/ 1x2 FASCIA 2%6 SUB / „ yr 24 CERTAINTEEp VENTED VINYL WAINSCOT SIMULATE (2)T�'% 11b LVL DROPPED GIRDER (LEDGER) - MASTER. BA 24" VENTED SOFFIT - CERTAIN'fEEO VINYL,.BEADED WAINSCOTING 1c-�+ _ (2)1-3'k1'4", LVL FLUSH BEAM SPACED AND WRAPPED WITH � � � � A DBL 2x6 PLATE ' }" 'COX PLYWOOD ABOVE (2)1'-b"x 11-1" LVL DROPPED GIRDER 2x6-16" oc WALL STUDS (2)Ij"x Iib' LVL DROPPED GIRDER (LEUGER) PACKOUT AS REQUIRED TO COVER CERTAINTEED VINYL BEADED WAINSC07ING '(OVER,94" x 3-SPRUCE LATH) O58 WALL SHEATHING r `-•1°, PACK OUT k WRAP GIRDER AND FALSE' GIRDER ' COLUMN CAPS � PROVIDE FIRE BLOCKING -43� CERTAINTEED CEDARK IMPRES ONS IN ALL 9' AND TALLER WALLS IO" DIA. HEI&G `AW�}Gl)yi � PROVIDE. FIRE BLOCKING IN ALL 9' WALLS PERMACAST COLUMN iy�/ a - _ _ R-.19 INSULATION— R-30 NSULATION .. - .,- - R-19 INSULATION ' f 2x6 SHOE CDX SU13FLOOR - LUED & NAILED ¢'4" x 6' MAHOGANY ., R-'30 INSULATION �" Y DECKING, (FASTEN w/ S5 'SCREWS) Z, �I ��' COX SUBFLDOR - GLUED k NAILED CCA HWSE aEAM WOLMAN - 1b" RIM JOIST — W14tl x 14" - 16" oc FLOOR JOISTS WI40xi4"-1B"oc. P O - 2x8' GCA-16 00 - _ 2.10 IEED 31'X tlb' PARALLAM ORDER ' _ 1 K 4 C S 0 AM R-19 IN�/SyyULATION w/ 2X2 CCA �G PACK OUT WITH 2X AND ARCH AS SHOWN - - r� SPACED AND WRAPPED PNOEE1RDOR'A4FlW nRA�.. " - I YW ABO CEIUNC AS PER NYS OOOE cox PLYWOOD VE _ {2)ij"x 11b" LVt_ DROPPED GIRDER ' GARAGE 2x6 CCA SILL PLATE w/ TERMITE SHIELD h SILL SEAL (2)ib"x11 LVL GIRDER (2)1,,"x11 " LVL GIRDER 6" P.C. SLAB W/ 8 k'6 WWM PRCMDE 5/8• FlRE-RAZED SPACED AND WRAPPED SPACED AND WRAPPED x' 12" ANCHOR BOLTS - NAXIMUM OF W-0" oc -sxEERiOCK ON wAus c W/ 3" CDX PLYWOOD ABOVE w/ J" COX PLYWOOD ABOVE CEILING AS PER.NYS CWE _ - (2)1b"%14" LVL DROPPED GIRDER (2)1 "x14" LVL DROPPED GIRDER - 10" DIA. HBhG C DUX tuDEONTEHI coWNN PERMACAST COLUMN '1VERRtFFY ALA, DiMENSION s• eox lU6EONTEEL cfRwlx w/x" WAus 'AND CDNDITiQNS PfjldR w/&' WA 3'-D' w 3'-O' x 1'-0' s-o• x s-D• . r-e• >r coNc FTG rvP. TO CDMSTRliCT1DN `- GAMAGE cauc. FV 4n'•) 1B. HIGH _ _ 6" P.C. SLAB W/ ;6 x 6 WWM PLATFORM ,pRpJ B" PC FOUNDATIGN WALL 2x4 KEYWAY - 14" CIA CONIC. FIU.EED $ONA-NDE PIER DEAN" ft Fm 16" a B" PC FOOTING PROVIDE Mw. a MIL VAPOR RETARD ON ARSg 2`-o'x Y-D' jlj MINIMUM OF 36" BELOW FINAL GRADE OR ARPRovW DUDsx1UTE OVER IN SEAR ON uN415tURDEO'saL CMXI _ BEAR ' LOW FIINAL $DII. INFX AUA D CbMPACiE6 4• CRUSHm Sit1NC (INSURE ShIL DURING CAPAGtY) OMEI'AVFo Wi: UNDI UN.� PROMCE RNUC0S 1y' RE ROD FROM' INSURE SOL BEARING, CAPACITY PROVIDE {t4 REBAR COMPACT SOIL _ CONCRETE Eft IHRouaH FIeERauss !, TOP AND BOTTOM - UNEXC VA SATED GIRDER FOR OVER THE ne Dove+ � 1E' - OF WALLS AND, (2) - COMPACT SOIL PROVIDE #4 REBAR . .' 0; •-07 02 ;, M FTG'$ 7�P.LVID 90TTOM OF WALLS' AND (2) 4 REBAR IN . PROVIDE VERTICAL R IN FTG'S X14 REBAR TIES - � 6HEEf IYTIE PROVIDE VERTICAL CROSS SECTION B Y4 REBAR TIES #4 RE D. cRosS" WTt"o S Mb �j I, - - - - _ CONTINUOUS RIDGE VENT . . lio' 7I' ;IV x 74` LVL RIDGE BEAM - 202-16 DC RAFTERS }" CD% ROOF SHEATHING 156! FELT _ Z 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES . 20-16`aa.' . . FLUSH - . . . - (3)'2x8 HEADER .. .. AFF B� � - D 15Y �� ' '(3) '2x72 FLUSH CEILING C^� 2x!'/2.4 STRONG SA ® 9'--1J6" AFF - BEAR ON. (3) 2Xt2,RAFTER . - TED 'BEAR ON (3) 2x12 RAFTER . ,CONTINUOUS RIDGE T, - VEN _ 1%" x 14' LVI. 'RIDGEBEAM ____ ___ ___ -- ---2x12-18 oc RAFTERS - R TES ' COX ROOF SHEATHING 75/) FELT UNFINISHED ATTIS P�R4NGE nliEmlEAK §Nr,),iKFn (2 oEs) " ALL DORMERS ARE - aN PARrat RbbE AR.REg1uRL» M(r, is - •TO BE BUILT ON SO YEAR ARCHITECTURAL GRADE ROOF SHINGLES (3) 202 RAFTERS3'-036` BEARING KNEE WALL HEIGHT W/ (2) )J¢" SPACERS nn�� tt,77tt�� mm c"7n (('71((�� mm S-G36' BEARING KNEE WALL HEIGHT 2z6,SUB FABCIA - W)4gxt4 -16 c. 'd(X JUG , aac x% .FR xx. . " ($PACK 9�" LVLTH 2x ANI) ARC $ 5H0#NE - GIRDER WRAPPEp 'I 3 PACK OUT W7 H A wN 1x8 w/ 1x2 FASCIA-- - - 5� 3b� 'RQ' - 1 Sc S�2 Sc'S'Z w7e9 4 76 aG. _ "2a CERTAINTEED VENTED VINYL WA NSCOT I ULATE AP IN ALUMINUMO1;)"x 11LE EACHRS DEED GIRDER - ,2x6 SUR FASCIA w/ 7x8 FASCIA - WRAP 1N ALUMINUM � � . DEL 2uB S DED PLATE ' - - - '24" VENTED SOFFIT CERTAINTEED VINYL BEADED.A .WAINCOTING' � - z I" '- 24-10" oc WALL STUDS - � - - . " i" OSB'W }L SHEATHING - _ 1 ;EBADAINSCOTINO TYVEK MOUSEWAP (OVER4x3 S UCELATH) P . RffRTAINTEED CEDAR IMPRESSIONS - PROVIDE FIRE BLOCKING " PACK',OUb-dc WRAP GIRDER AND FALSE GIRDER FIRE 8L0 WALLS' AM 9 IN 9' AND TALLER WALLS 19," PROVIDE CKING'IN"'ALL 9' ALL COVERED PORCH y DIA. HB&G PRONDE FIBERGLASS '" (p)t14" lVt, FLUSH BEAM PERMACAST COLUMN ' " R-t91N5UlATION PLASTIC COMPOSITE RAI(. SYSTEM SR OR CED AND WR ED R-19,JN3U6ATION R-30-INSULATION AS PER OWNERS SPECIFICATIONS ANO 'NYS CODE. x/�" Cq% PlYW00D ABOVE 2x6' SHOE---- ita" LVL OROPPEb GIRDER " GOX'SUBfLOOR,- GWED'& NAILED----- �+,- ." -�ys x 6" MAHOGANY DECKING (FASTEN w/ SS SCREWS) E..y• "EIy w RIM J01S�T."• WI40 M_14" -� .t6" oc FLOOR JGISTsS 2u8 CCA-16 oc' 2x8 CCA,'16 b6, $ " 32 ,, 32 (22 S2 - TRou GN w WI ac .52 W 40'x14"-7B"ao. �Q- Q� QQ. 3252 SS2 [X7 ( ] ((y�Y yy)�() (yy77 ((7(()) 2.10 CCA HORSE SEAM - 21-3 4. 11-] a LYL SSt JCX ,75:C XX SLA. 2xB, CA-t8'UC. - - x/ 2x2 CCA LETNYJi x #'"FLYAOOD (2)lit'.tib' L,ti pROER 2 i-3 4. it-] LCL GIRbER •213 4 x 1-] L ROER '' " SSPPACEb ANb NftAPPE➢ , `'1+ 2�A0 CCA NW$E BEAM x ' )lPLYMObaD GIRD _ "/ ¢Yi �� PA dUT WITH"2x AND ARCH. S SHOWN • 36' PLYMGbb w 3i" PLYWOOD WOLMANI2ED 3#x tib" PARALLAM GIRDER . � (2)13"a14' LVL DROPPED GIRDER � � � r +,M . ' - . 2k6 GCA,SIL{, PLATE Wf TERMITE, SHIELD & SILL SEAL G CREW—in 6" P.C. SLAB W/ 6 x 6 WWM _ _ 1o" DIA. HBdcG 4' eox N#`E SW t�scoLUMN 4' bou/#" WA+.tsc6wMM, M1''WA n.. COL PERMA,CAST CMUMN' , HIGH CONC ETE a FIG(MY )e. Gbnc. v (rYP.) bN av 5-0" x :rw• : r IFY Ai4''L1IMENSIpNS 3 b' PROVIDe ta" OR aol+ r-o' x 3'.0" x r-e' caNc vra('rw.>,' . __-FURNACE & MECHANICAL PL TFORM ICS C NDSTRUCTNIDN PRIOR' a" F G FauNDAnoN wALL - ------------ -- - n 16` X 8"A$QMUM " ________ ____ ________ __________ ------------..____.____ � . MMIMUM'aF 36"BELOW a,FPC '0O GRADE UNEXCAUP,T D -- -- — - 4"'mA'Coec FlUEtisoNk, uRePER Pg4JECT '$P3-20D x 12" ANCHOR BOLTS COMPACT SOIL ON 2.0. 1'-("x t..b' ETabRAM+ er. BEAR- ON UNDISTURBEd 501E - - ro ne6R I* ' 11INuRPEb, BWL CMA _ (INS{elE SCR eEMINP CAPACITY) INSURES POR APPROVED a SU VAPOR RETARO PROVIDE �� U AIL BEARING CAPACITY cMEpxe9 �: " OR APPROVED mums TU7E Cwt - - PRDVIpE - COMPACTED w* CRusnED STOME#4, REBARCOL NTC 0�'ER 1HE TOP OL j�4 REBAR PR WALLS AND (2) _ OFPWAU.,S,AND (2) - PROVIDE 4 REBAR { vfl - . ' M7E: " O7 0';S- e P AN 4 REBAR GIROM? caunxupus VIP_Do TTO N FTO"S P AND BOTTOM , 614 REBAR IN TOP VERTU 0 REBAR 1N FTC 5 CONCRETE APRbN 15 DST TOP AND BOTTOM p OF WALLS AND (2) p � � � „ - N4 REBAR IN FTG'S 614 REBAR IN FTGS � � � � OF WALLS AND 2 _ Scµ>:; POURED 'AT TIME OF RARAGE 1�4., " T D" . PROVIDE VE PR CAL PROVIDE VERTICAL TO BE " �t4 REBAR TIES 44 REBAR TIES 04, REBAR TIES PROVIDE.VERTICAL SLAB A ALL OTHER''FLAT " CROSS SECTION . D- " '4'-O"oo. 614 REBAR 'IES � 'WORK. • 4'-O"oc. CROSS CROSS SECTION C SEG'TIONS , 0� 1 . , FRONT ELEVATION: N AVERAGE HEIGHT FROM FINISHE4I,FLOORTO FlNISHEO GRADE "= 01'-4Y; ' T — 47'-6" TOTAL LENGTH — • . - TOTAL SQUARE FEET OF EXPOSURE 539.33 SQ. FT. " RIGHT ELEVATION -• INCLUDING REAR ANGLE: - AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE' TOTAL LENGTH = 60'-5" . TOTAL SQUARE FEET OF EXPOSURE'= 348.5205 SQ. FT. REAR ELEVATION — MINAS ANGLES: " AVERAGE 'HEIGHT FROM FINISHED FLOOR TO FINISHED, GRADE = ,4'-81%a TOTAL LENGTH = 40'-5J6 TOTAL SQUARE FEET OF EXPOSURE = 191'.87 SQ. FT. LEFT ELEVATION — INCLUDING REAR ANGLE: ., - - AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE 5'-BY4' TOTAL LENGTH = 60'-5" TOTAL SQUARE FEET OFEXPOSURE = 348.520$ S0, FT, - ' ry _ ALL ELEVATIONS: 0 - —_ AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE = 6'—IO)C TOTAL LENGTH ='208'-9J6" _ TOTAL SQUARE FEET OF EXPOSURE = 1428.41 SO, FT. A WITH NYS CODE 705 G " BUILDING COM .1 G 1 omwam( — 1 aewErnNCEnNoueeanr�nwneaMn-Cowwaan . :.: II � I i I 'r• AGSM AGNEESTOLyRTMEWa1ry0F11M�EA�MW'HR I ." AA MBACH 6P COW0.TIX0 �d� NOT!%CFFDRIETOT/1iHfM J IJP, r I - - - r , _ LL : . ._ .. _ r. .. - Q Lam. i Y , i r4 1 , TIT fl-4 I c W o Wo it .�11 L', 11 L EXISTING ELEVATION �,FRONT OF HOUSE (+2'_47¢") (87' FROM PROPERTY LINE) - If _ I ELEVATION 6 PROPERTY LINE (0.0) ELfVATON Im GARAGE SLAB {+9") - f copper tubing is used FRONT ELEVATION � � � PROVIDE ANTI-SCALD AND/OR ISfor Ovatepiping distributing be NoiE: w o w THERMAL SHOCK PREVENTING a m VERIFY ALL DIMENSIONS w DEVICES AS TO PART. 902.6(K) of types K or L only AND CONDITIONS PRIOR FRONT ELEVATION: �a N.Y. STATE BUILDING CODE. .AVERAGE HEIGHT FROM FINISHED FLOOR TO FINISHED GRADE = 11'-4H" +v UNDERWRITERS CERTIFICATE TO CONSTRUCTION TOTAL LENGTH = 47'—B" `yc REQUIRED .'i ,TOTAL SQUARE FEET OF EXPOSURE 539.33 $0. FT, PLUMBING ` ALL PLUMBING WASTE 803, 2Q©2 m WATER LINER NEED PLUMBER CERTIFICATION CMA TESTING BEFORE COVERING ON LEAD CONTENT BEFORE °"Mkm or PROVIDE OPENINGS FOR CERT/F/CATEOFOCCUPAPNCY WE EMERGENCY ESCAPE AS SOLDER USED 1N INTI` -R," q8-07 02 REQUIRED BY PART. 714 OF SUPPLY SYSTEMCeltfVOT N.Y. STATE R(IILDING CODE. EXCEED 2/10 of I% C.EAd7.. DO NOT PROCEED WITH SHIP i I.. FRAMING UNTIL SURVEY AP R VEDASNOTED OF FOUNDATION LOCATION 0 ''' ° O 2- HAS BEEN APPROVED. ELEVATIONS FEe S• o By:�� ' NOTIFY BUILDING DEPARTMENT,AT', f�4 PROVIDE %HR. FIRE 786.1802 9 AM TQ 4, PM FOR THE 1" RATED SEPARATION TO PROVIDE SMOKE-DETECTING FOLLOWING INS ALARM DEVICES 1. FOUNDATION - TWO REQUIRED , Cy (, PART. 717.3 (f) (1) OF AS TO'PART.721.1 FOR POURED CONCRETE N.Y. STATE BUILDING CODE. 2 ROUGH • FRAMING & PLUMBING Nh�c .Y.S BUILDING CODE. a INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. :- ALL CONSTRUCTION SHALL MEET OCCUPANCY OR THE REQUIREMENTS OF THE NX - ` I USE IS UNLAWFUL STATE CONSTRUCTION i ENERGY I ' CODES. NOT RESPONSIBLE' FOR WITHOUT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS, OF' 0CY C CUPA N ELEVATE HEATING REQUIREO,BYi( T. 717.$(B)(4)OF ' N.Y. STATE BUILDING COD L , (2)1-'b"04" LVL FLUSH BEAM SPACED AND WRAPPED WITH 70-6' " COX PLYWOOD ABOVE (2)1-j"x 11-j" LVL DROPPED GIRDER (2LVL3 IRDERq" WI4004"-16"oc '-89 5 3'-1176' P ° N s WI40x14"-16"oc WI40x14"-16".c � uS (2)1-3/4"x 11-7/8" a I Type -V- GIRDER TOT 511 SIMPSON STRONG-TI (2)1'j"x116" LVL GIRDER (2)1-3/4"x 11-7/e" HGLNBI SPACED AND WRAPPED LVL GIRDER STRONG- IE COX w/ }" CDX PLYWOOD ABOVE g• -q• (2)1'�"x74" LVL DROPPED GIRDER 0 6' Fr� -11' '14'-9�5 '{-- �1'-9�2 11'-55/e 11 -9s/e 11 9s/a 11 lOsja`78 BEAM "A11 I 2LVL GIRD 14" VL GIRDER V 10" DIA. HB&G 10" DIA. HB&G 10" DIA. HB&G 10" DIA. HB&G 10" DIA. HB&G 10" DIA. HB&G PERMACAST COLUMN PERMACAST COLUMN PERMACAST COLUMN_ _ _ _ PERMACAST PERMACAST COLUMN PERMACAST BEAM B W �/ — _ _ — _ — _ — — _ I� — �— — — _ 11 " n/ \p WOLMANIZED 3Y'xx 11116 PARALLAM GIRDER o WOLMANIZED 3�1"x.1116" PARALLAM GIRDER II{(v41{ILOL Q PACK QUIT WITH 2x CCA AND ARCH AS SHOWN lxo PACK OUT WITH 2x CCA AND ARCH AS SHOWN ° ]� H / BASEMENT WINDOWS co 1H r 1 %" < ARE TO BE SET 1 a \ O�c' AT 8' 0" AFF o J (MATCH FINISH HG) OF o ,pyo 1<a \'� GARAGE DOORS m `Lry¢/✓C/7// ��\\ W S • 2x10 CCA HOUSE BEAM N N I I I z I� 1 OyJ "E w 2x2 CCA LEDGER A31v A31v 2x10 CCA HOUSE BEAM 1 11w� o ff / w/ 2x2 CCA LEDGER A31V '� / I wNJ ' � 2x8 CCA-i6"oc M ti �% ; 2x8 CCA-16".c ) O (2) 13a' x 9Yi" LVL 3�2' (2) 1V x 9)'" LVL WASTED �` (2) 13'4' x 9Yz" LVL "1 m TUB w o z p 51/2, PIPE DRAIN 0 m usi O �< ¢ � �I �IQI w w D I� K LL Z d, o To n cx o NOTE: m 3 1 J m GARAGE - o 0 5' o S z a Q CONCRETE APRON IS TO BE o U `° M P C. SLAB W 6 x 6 WWM :. 1° u a a19 POURED AT TIME OF GARAGE O i / PROVIDE 5/B' DRE-RATED m a < SLAB AND ALL OTHER FLAT I 1 - CIJUNGSHEETRAS E WALLS O C Q m U N m a' ,�° I UNEXCAVATED m CEILING AS PER NYS CODE x m U a U WORK. l / o\ m a COMPACT SOIL e n z0 o f 3 3 DEN / EXERCISE 2 a -' x yIN Q a wJ MINIMUM 3" SLOPE N n x I � I N m - Bl p PROVIDE 5/8" FlRE-RAZED .. p 3 w / - a SHEEIROCK ON WALLS & N r Q u7 m ti CEILING As PER NYs CODE SHOWER z o 10" DIA. HB&G o DRAIN PERMACAST COLUMN ( 2x8 CCA-16'ac ) < x " BEAM A .� 21-3 4 x 11-7/8" / / 3I 3 m LVL GIRDER LVL GIRDER U `/f a (2 1- /4"x 11-]/e" (2)1-3/4"x 11-7/8' S/D (2)1j"x11R" LVL GIRDER - _ - 3 d GIRDER LVL GIRDER m SPACED AND WRAPPED PLYWOOD w/ 3'i' PLYWOOD m w/ CDX PLYWOOD ABOVE I�10 x �_ - (2)1j"x14" LVL DROPPED GIRDER i DIA. HB&G ro o _ w N , 2x8 CCA-16"oc ) O c PERMACAST COLUMN m p m w / _ Q N 6 D 2666 1140 FIRE RATED - - - ' 6 M SIS Z rtv WITH SELF ASOSINGLHINGES N (2)1-3/4'x 11-]/8" 2x8 CCA-16"oc I LI DOOR AND � � T � I—IST o 13'-33/g m m LVL GIRDER I o � a o PROVIDE 18" HIGH ONCRETE LOWER FOYER J a p 0'-9' '-3' FURNACE & MECHANICAL PLATFORM S/D f r~i� < w ELEVATOR , �` m w 3068 U40 FIRE RATED VERIFY ALL DIMENSIONS O rn m I I I I .� �D �Q P V j xl(aj m U' FURNACE AREA DOOR AND ASSEMBLY AND FRAMING & SHEATHING S/D x M M x m 10D'RO SF. 51W18: OF VERIFY TH AND CLELL DIMENSIONS ARANCE AS PER, rp WI1H SRF CLOSING HINGES MANUFACTURERS SPECREQUIRE ENTS IFICATIONS I I I I I I o _ O V ION OO a FIRE RATED NYS CODE T N I U SHEET ROCK PROVIDE OUTSIDE AIR - o - - - D U ABOVE FURNACE I (2)1-3 4 11-7 8" fU Z 3 w 6 x AS PER NYSE. CODE PROVIDE 5/8" FlRE-RATED LVL GIRDER / (2)1-3/4'p.EVILGIRDERER]/8 O N 2%8 CCA-i6 m U FURNACE IS TO BE ELEVATED PROVIDE SUPPORT FOR O SHEETROCK ON WALLS & I I I I r. ( ) U N A MINIMUM OF 1B' ABOVE HEARTH FRAMING AS Q ¢ I KJ O BASEMENT SLAB HEIGHT. REQUIRED. 3 CEILING As PER NYS CODE m 2fi68 6 w w p ,1 3 O Q PROVIDE CONCRETE PLATFORM. m SHOWER m L L L — r Tf1 p cMo 1`10 y n DRAIN CLOSET w w I �•J .I Q MASONRY FIREPLACE 1q� O Q of VERIFY HEARTH SIZE BEAM A O 7 J 10" DIA. HB&G la G d I AND HEIGHT WITH OWNER. 2 13 x11 LVL GIRDER of o PERMACAST COLUMN > CONFORM T NYS CODE. ( ) 4 SPACED AND WRAPPED -10' T-111o r 2x8 CCA-16'bc w/ CDH PLYWOOD ABOVE B�2 3�P' WASTE s�2 v / / />\ 10" DIA. HB&G N =` ) - 21 J4"x 11 7/6" _ (2)1j"x14" LVL DROPPED GIRDER PIPE 0 O / PERMACAST COLUMNI n 1 A LVL GIRDER C} - - - 3 D In z ,\ /\ p w/ 3i" PLYWOOD � � (2)1-3/4"x DER B' (2)1-3/4!'x / " w Iy LVL GIRDER / (2)1 LVL4GIR GIRDER 8 N r /\ /\ \ z 4068 U40 1 w/ 3'i' PLYWOOD W/ %" PLYWOOD / \T /\ \ \ < STE L DOOR zz Lk / \(\ \ \ \ 0 5 -7' wo I I `V�Cj\ \ \ \\ \ 3 1 SHEOETROCK ONWAITS & 1/2' mIN 1 y� \ / / / /00}� \2 \ \ \ COLING AS PER NYS CODE Q P/ O\ ,COLUMN ABOVE 1� Y\� ys/ °s o \ \> (2) 13'i" x 9$" L HASE o < o "�'� �/ GARAGE w g <1<I _l", NOTE: in 6" P.C. SLAB W/ 6 z 6 WWM o Iw p u z m \ i6 Q2 ca. m woo GAR GE o ? Qo aw AND IFCONDITIONS PRIOR m 6" P.C. SLAB W 6 x 6 WWM Io x < - o P 00+� xQ a s w UNEXCAVATED I m1 x „I TO CONSTRUCTION �3 0 o COMPACT SOIL a m zo SIF PROJECT NO: o e o p 3 803-2002 MINIMUM 3" SLOPE 3 N I- �) PROMDE 5/8' lRE-RAl D W a J Z ] DRAWN W. SHEETR0' f 51/z y COUNG AS E WALLS m- x ZF o NOTE: CMA A \\S/, / cEluuG As PER NYS co E �o �,em �Ir CONCRETE APRON IS TO BE o x x< O U CHECKED BY. a Px E 3 ¢ POURED AT TIME OF GARAGE 3 vm x aI SLAB AND ALL OTHER FLAT WORK. WASTE I DATE. 09-26-02 PIPE 2xB CCA-16"ac 09-20-04 I O scA1£: m h�2 1/4" - l. 0.. S. (2) 13'i x 9Y2" LVL (2) 13'A" z 9)1" LVL (2) 134" x 9$" LVL 10' DIA HB&G y _ J PERMACAST COLUMN SHEET TrtLL: A31v A31v A31v NOTE. V BASEMENT WINDOWS ALL SURFACES ARE TO HAVE FIRST ARE BE SET 8' AT 8'-0" AFF 5/8" TYPE X FIRE RATED FLOOR (MATCH FINISH HGT. OF SHEETROCK. PLAN GARAGE DOORS) q' C B A 7, ALL PENETRATIONS ARE TO BE SEALED WITH 3M TWO J HOUR RATED FIRE CAULK SHEET NO 19'-s5/(' 11'-9sje• -11'-95je' 11'-s7js' 1 410OR EQUAL. 3'-1176 5 ' 11 7 as'-976 ALL DOORS AND 4 of 11 ASSEMBLIES ARE TO BE A MINIMUM OF 3/4 HOUR FIRST FLOOR PLAN FIRE RATED WITH SELF 2,359 SQ. FT. LOWER FOYER, GARAGE, & STORAGE CLOSING HINGES. finm, Z Z d;S • (2)1-j"x14" LVL FLUSH BEAM SPACED AND WRAPPED WITH 70'-6COX PLYWOOD ABOVE (2)1-'I"x 11-j" LVL DROPPED GIRDER §;(2)1-3/4'x LVL GIRDER W140x14"-16'bc '-a/6" 3'-11/g' 4' 7 s'-10'-x--2'-6' 11'-55/15 11'-915 11'-99/5 Il' 57/6• WI40x14"-16"oC W14OxI4"-16"oc L� GI�E HGLN5.511 SIMPSON STRONG-TIE (2)1j"x114" LVL GIRDER (2)1- 11-7/e" HGLN5.511 SIMPSON SPACED AND WRAPPED LVLVL GIRDER STRONG-TIE nE W/ }" CDH PLYWOOD ABOVE � g• •_q• (2)1j"x14" LVL DROPPED GIRDER 0'-6' ''�3'_1�'_8�6• 'y11'-91/2 �--11'-95/g' 1'-s5/a' 1'-9s/8' 1'-lDs/g'�a• tl 11 I (2)1-3/4"x 14" �\ BEAM A LVL GIRDER v � 1 PERMACAST COLUMN - _ _ - PERMACAST COLUMN _ _ - _ _ PERMACAST COLUMN N_- - -PERMACAST COLUMN - PERMACAST COLUM _ PERMACAST(COLUMN 14 10" DIA. HB&G 10" DIA. HB&G 10" DIA. HB&G 10' DIA. HB&G 10" DIA. HB&G 10" DIA HB&G BEAM III B 11 11 rT, WOLMANIZED 3k'x 11j" PARALLAM GIRDER °o WOLMANIZED 34% 111111j" PARALLAM GIRDER u W PACK OUT WITH 2x CCA AND ARCH AS SHOWN Iw 'o BASEMENT WINDOWS PACK OUT WITH 2x CCA AND ARCH AS SHOWN -w u ^ ED �F+B Q ARE TO BE SET j Z/ BOG' o AT 8'-0' AFF ¢ N Qom' I I ~{ 0 U (MATCH FINISH HGT. OF am A31v °,°� GARAGE DOORS m ,o- Ia 2x10 CCA HOUSE BEAM GLASS 4.3 SQ/FT N W I 0�5J ' I w/ 2x2 CCA LEDGER VENT 1.3 SQ/FT ) A31v 2x10 CCA HOUSE BEAM ly I W z o F w/ 2x2 CCA LEDGER A31v '7 ti ° 2x8 CCA-i6"oc 1 1�1 m I2x8 CCA-16oc F% ' ` ) B (2) 13'i' x 9)¢" LVL 31/2 (2) i�i'i x 9Y2- LVL WASTED (2) IV' x 9N' LVL � z o 51/2' ROOM DATA FOR PIPE IO DRAIN O m m z N NATURAL LIGHT :c 1� z < AND w m ¢ v w w NATURAL VENT iD s In o 195 13 Sq/FT FLOOR AREA K o d' 3: W O - D' NOTE. m Q I3 j 0 7.81 Sq/FT VENT REQUIRED GARAGE a > oo jZ, ¢ICONCRETE APRON IS TO BE o ¢ 20 18.02 SQ/FT PROVIDED ,� iD zPOURED AT TIME OF GARAGE NATURAL LIGHT N P.C. SLAB W/ 6 x 5 WWM - .v1 PRDVIDE 5/a' FlRE-RATED ¢ D= ¢ SLAB AND ALL OTHER FLAT¢ - 15.62 SQ Fi LIGHT REQUIRED I SHEETROCK ON WALLS & ml m ¢m d' / I ° UNEXCAVATED m CEIUNG AS PER NYS CODEaWUWORK. 15.75 SQ FT PROVIDED ///VVV(((��I�\ / COMPACT SOIL DEN / EXERCISE 2 6 " x1� Q MINIMUM 3" SLOPE v1 m N / ED O PROVIDE 5/8' FlRE-RATED SHEETROCK ON WALLS & N ¢ m m N rn m CEIUNG AS PER NYS CODE SHOWER Z j 10" DIA. HB&G n 2x8 CCA-16"o. ¢ ia' '6 x m (2)1-3/4"x 11-7 8" DRAIN o PERMACAST COLUMN( �� G' O BEAM A .a. / (2)1-3/4"x 11-7/e" 00 ¢ 3 S D m LVL GIRDER LVL GIRDER 0 v 1 a IN ^T' (2 L-,-/4"x 11-7/e" (2)1-3/4"x 11-7/6" / (2)1 "xD b" LVL GIRDER — - - 3 ¢ 0 w N L GIRDER LVL GIRDER SPACED AND WRAPPED Iz ^ 0 > / 4" PLYWOOD w/ '.'!' PLYWOOD ro W/ J" CDH PLYWOOD ABOVE I� 30 x - _� - _ - (2)1i"x14" LVL DROPPED GIRDER ° I 10" DIA. HB&G _. OT N "� x 2x8 CCA-16"Oc ) O S/D - - — - m 0 PERMACAST COLUMN LN w _ _ 266B U40 FIRE RATED _ _ I(L`IJ)J m I¢ ¢ Z I v DOOR AND ASSEMBLY • (2)1-3/4"x 11-7/8" 6 2x8 CCA-16"oc I - L T I T Ix ¢ m WITH SELF CLOSING HINGES .� LVL GIRDER I 13'- ¢ 0'-9' o • 3' PROVIDE 18" HIGH CONCRETE LOWER FOYER n w o & MECHANICAL PLATFS/D FURNACE ORM m - z s ELEVATOR I V m � ¢ w w 3068 U40 FIRE RATED VERIFY ALL DIMENSIONS O m mo I m U FURNACE AREA DOOR ANO ASSEMBLY AND FRAMING & SHEATHING 6/D x U U x M h (} HH 0 V w w PROVIDE MIN OF VERIFY ALL OIMENSIONB o WITH SELF CLOSING HINGES , REQUIREMENTS WITH 2 c p M x 100 SF 5/8' AND CLEARANCE AS PER. T2 MANUFACTURERS SPECIFlCA110N5 I I o W -H O N O ¢ FIRE RATED NYS CODE. Slo W 0 r = U SHEET RUCK ABOVE FURNACE PROVIDE OUTSIDE AIR V' (2)0-3/4"x 11-7/e"- (2)1-3/4,•x 11-7/8" Z - w I ¢ AS PER NTSE. CODE PROVIDE 5/B' FIRE-RAZED LVL GIRDER LVL GIRDER O w 00 I¢ 3 ( 2x8 CCA-16"oc ED U N FURNACE IS TO BE ELEVATED PROVIDE SUPPORT FOR O SHEETROCK ON WALLS & I- ) V N A MINIMUM OF 1B' ABOVE HEARTH FRAMING AS d' CEILING AS PER NYS CODE 2668 Q ¢ O BASEMENT SLAB HEIGHT. REQUIRED. 3 (U w w .�'b 3 0 0 3 m SHOWER m o PROVIDE CONCRETE PLATFORM. MASDNm BREPLACE DRAIN CLOSET w mw Zv x m n I C a VERIFY HEARTH SIZE BEAM o ¢ PERMACAST COLUMN I--j m x E 2x8 CCA-16".c ) CONFORM To NYS CODE ( ) i" 11��LVL GIRDER 3�2 3�'O 5 Q N 10" DIA. HB&G lB'-9' >_ AND HEIGHT WITH OWNER. SPACED AND WRAPPED Li=l 0' �� w/ CDX PLYWOOD ABOVE 2 WASTE0�2 0 10" DIA. HB&G I _ (2)1-3/4x 11-7/W (2)1 x14" LVL DROPPED GIRDER PIPE PERMACAST COLUMN I%1 - o- - - - `t LVL GIRDER - 3 - D g w/ 3i" PLYWOOD (2)1-3/4"x 11-7/8" (2)i-3/4"x 17-7/8" ci 3 f-I ^ w m LVL GIRDER LVL GIRDER ^ W W Q '< / 4068 U40 w/ Yi' PLYWOOD w/ T'i' PLYWOOD S L' J l\ TE L DOOR z m i7 / \ ` / \� \ \ 0 5I 7' Y2' ' wo RPROVIDE 58" E- SHEETROCK/ ONFlWALL9&D ]B mm /eo}/ \? \ CEIUNG AS PER NYS CODE j ¢ �C � 1COLUMN ABOVE < / 2 1 x/" x 9 ' L L a 0 moo. \A>,p ( ) 4 )<i' / HASE of m j ¢ y \/ GARAGE o "NR ¢Iz ? NOTE in o° 6" P.C. SLAB W/ 6 x 6 WWM o ¢m1> ¢ GARAGE o o ia ¢ m VERIFY ALL DIMENSIONS m W w o U In iD 6" P.C. SLAB W/ 6 x 6 WWM NI -x 0 - u AND CONDITIONS PRIOR �¢ ED m UNEXCAVATED 1 " x �I i o_ ¢ TO CONSTRUCTION m S \'EX �aoG' o ox m LL310 COMPACT SOIL o ^-I� PRO E NO 3 0 " m 3 803-2002 ^ 3 zr MINIMUM 3" SLOPE N 1) 61- ^11Q PROVIDE 5/8" FlRE-RA D w Ll J ¢ U DRAWN BY CMA �2NOTE \ yyy�� 5y SHEETROCK ON WALLS ti m_ O Z CEILING AS PER NYS CO E � o x¢ c0i^m �ICONCRETE APRON IS TO BE CHECKED RO _o- �:y.� '% 3 ¢a POURED AT TIME GARAGE 3 SLAB AND ALL OTHER FLAT \ WORK. DATE. 09-26-02 ^ ; PIPE WASTE 2x8 CCA-16 GO 09-20-04 O SCALE: ro (2) 13'i' x 9$" LVL (2) 13'i' x 9)¢" LVL -1m (2) 1xi'4" x 9Y2" LVL 10' DIA. HB&G J PERMACAST COLUMN SHEET TITLE. x6( / A31v A31 A31v NOTE: V BASEMENT WINDOWS ALL SURFACES ARE TO HAVE FIRST ARE 5p-0" AFF BE SET 8' AT 5/8" TYPE X FIRE RATED FLOOR (MATCH FINISH ACT. OF Y4 SHEETROCK. PLAN B GARAGE DOORS) C A T ALL PENETRATIONS ARE TO 1 BE SEALED WITH 3M TWO HOUR RATED FIRE CAULK SHEET No: 9'-956" 11'-95/6 u'-95je' �1' OR EQUAL. L31- 1176" 54'-10' 7� s"-97j5 ALL DOORS AND 4 of 11 ASSEMBLIES ARE TO BE A FIRST FLOOR PLAN MINIMUM of 3HOUR FIRE RATED WITH SELF 2,359 SQ. FT. LOWER FOYER, GARAGE, & STORAGE CLOSING HINGES. i i �. M1 p0 LLJ o � Li LLJ LE : I HI f m i i I _ I I I I I i Q H cn 1 - ii I FRONT ELEVATION ( _r P HZ W O ' r 3m cn F _- _.- VERIFY All DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION ROJECT NO. �f J T_�J . ornwx W. 803-2002 CMA CHWc w: r — r 09-26-02 - - 1/4" — 1'-0" SHEEP iRl£ -- - II ELEVATIONS SHEEN NO: 1 of 11 ELEVATION - RIGHT , 5 c : rrT PL[], nEPI VN IF LOUIF,�'l I I fly I I I I�' I I 1- I —77 ICK It Li 445I l Q I 1� Milli' 1 11 i I I : - - — ', �i 6 �� - - ..err I1. '-rt+—��j I _ - ITI - ,- � i I1 IT II I I j1 ' I� I ' ill Lki I IIS r,_ - 11'11 , I III _ I I t + - 11 i r 1 '� I-,� �I1 I f I I r , II I ' ,I_ I I I � ' li'.I II - ' I II I ;.I `(1�1 d ELEVATION� y H k REAR t'7 a un --- .0 — -- — old 22 3`m �y I — _ I �- - _ VERIFY ALS, DIMENSIONS AND'CONDITIONS PRIOR ". - - - - - - - - - - _ - - r_._ . ..�__ ._ _.,.._ Y6 CONSTRUCTIp,N 803-2002 . F DI� . ,DRAWN BY:- CMA- 1 � I L I l I I II I I t I I [ IIS 1 [ 09-26-02 I I 11 I I_I r I I I _ I I I I II I I � M 8H4r I rl I l n I I I ' , 1 I I i +I' .I I. 1'. I• 1 II 1 I I I I I I I , _ `I: I I. 1 Ef_EWATIONS I 4 I'I I III ' L . - II 1 I i - 1� li + I I � - II � � I I I yl I ._il i1 : I ' .. I , ,�lu .VIII I 'I 1 I III 1 II �! III;l 11 II II II� + - r. , 1 1" I. ' 1 I i � SCI ,, , I '�� I� , � I I i 1 ,=i ,� I III . ' n 11 �� ; II u r u�l I. + I tl II L:.,e I' I ' 'f lI 'I+ �I I © , L::I II i , l ll it J,, . . I b . I 1._,IL t I '1 .I III a+p 11 . 'I r ,'� . li 1 I, _ ii��ll F ',.C ' 'vrl ,. I, I '. 1 J I ill i I 1� I li / LEFT ELEVATION 8%6 3' 117iffi 4 70'-6 10, 6 6'-6' - 57.pRI 77� 0'-6' �3 _l4,_Bi16" "�'—�-il'-9j�2'�_._jl _y�•_ ..�1 _95�. 1 -g�. 1 10� 14' DIA OTNG RLL' ED_ SNA NAE PIER ON 2-0'x BEAR MI OI LOWANA B MIN. 3'-0' BELOW FINAL GRADE (INSURE SMBEARING CAPACITY) A 14' DIA CONC. RUED BONA TUBE PIER PRONOE CONTINUOUS K' PE ROT FROM ON 2-0'X 2'-0'X 1'-0' FTG. - �" 1 CONCRETE PIER THROUCN FlBERGLASS TO BEAR ON UNDISNRBED SOLCOLUMN M lw/ -O� - - - - - - - - - - - - - - �O� dME TOP OF RDER FOR CONTINUOUS TIE DOWN �O� - - - - - - - � - - - - - - - - PCpry R` Nipro��1V ROD 0U5 11E D0�O FIBER I ME TOP OF L � L0� WN ry I Q B" PC FOUNDATIONON I FSI I�. o I 16" x B" CONCRETE FOOTING I n W — — — MIN 3'-0" BELOW FINAL GRADE — I Z CI 1 I m I r — — x STEP FOOTING AS REQUIRED TO W — — I MAINTAIN A MINIM OF 36" Z S'-2' BELOW FINAL ORAD 14' DIA CONC. 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SLAB W/ 6 x 6 WWM I I I IQ a I N NOTE: - ,I I VERIFY ALL DIMENSIONS \ r / I a UNEXCAVATLD z CD G COMPACT SOIL i I I o I I TO CONSTRUCTION AND CONDITIONS PRIOR MINIMUM 3" SLOPE I I a m PROTECT NO: 25.. I 'D 803-2D02 DRAWN BC CMA Y CHECNEp eY: lII II I Y0 STEP FOOTING AS REQUIRED i0 I I I GATE hC 1z' DIA x 3B' DEEP CMC. FILLED \ BELOW FINAL GRADE 09-26-02 BONA NBE PIER \ MAINTAIN A MINIMUM OF 3 \ 6" \� \ — — - - - - - - - - - - - — �I 14DIA GOG FlLLE" BONANBE P IER CNE . azF — — — — EL – MOINBEAR ON UHMS URBEp SOUL 1/4" SO BBELOWFINALNAL GRADE. - -- - - - - - - - - - -- - - - - - - - - (INSUREESdL REARING CAPACITY) � � " BH TITLE; PROWDE CONIINOOUI K" RE ROD FROM 8" PC FOUNDATION CONCRETE PIER THRaON FlBERCLASS ON COLUMN TO OVER THE TOP OF 16" x 8" CONCRETE FOOTING GIRDER FOR CONTINUOUS TIE DOWN MIN 3'-0" BELOW FINAL GRADE FOUNDATION PLAN � e A 1=',--fie -- SHEET NO: 3�_117�6' It 54'-10' 7 , 11 3 of 1 , FOUNDATION PLAN i (2)1-}"04" LVL FLUSH BEAM SPACED AND WRAPPED WITH ry8pt•M,' + COX PLYWOOD ABOVE (2)1-f'x 11-j" LVL DROPPED GIRDER 70'-6 (2LVL3GIROER4" M40xl4"-16"oc '-89j�5'--I{�3'-ll7i�l6 ,-4, 6,_6, '-10'- E-2'-6' 1,_515 1•-91Y15 1°-996 / / B A c W14- 0x4"-18"oc1 'S75 WI40x14"-16"o (2)1-3/4"x 11-7/B" L / GIRDER 177 i HGLN5.511 SMPSN STRONG-PE 21-3/4x -7/B' HCLTV5.511 SIMPSON (2)1}"x11j" LVL GIRDER - `z- InhF�A1P S 1 - 1I,1 .i SPACED AND WRAPPED LVL GIR ER STRONG-TIE w/ }" COX PLYWOOD ABOVE B' '-4' 0'-6' (2)1}"x14" LVL DROPPED GIRDER }_-4 �, n5 ,� �, 57, y, � 5„ ��, , {�-y---3'-11' Bvl 1'-9 1'-9 i�0i 1'-9 FB �1'-9/8 1'-10 II I (2)1-3GIRD 14 1 L GIRDER u BEAM "All 70' OAA. HB&GCOLUMN 10" DIA. COLUMN 10" DIA. COLUB&GMN 10" DIA. COLUB&GMN 10" DIA, HO LU 10" CIA. COLUMN PERMACAST COLUMN _PERMACAST COLUMN _ _ _ _ _ PERMACAST COLUMN_ _ _ _ _ _PERMACAST COLUMN _ _ _ _ _ PERMACAST COLUMN_ -� _ PERMACAST(COLUMN BEAM 11B11 - - - - - - - - - - - - � - - - - - - � , WOLMANIZED 3}"x 11j" PARALLAM GIRDER °o WOLMANIZEO 34"z Ili" PARALLAM GIRDER °a /�j _ ( 1 PACK OUT `NTH 2x CCA AND ARCH AS SHOWN PACK OUT WITH 2x CCA AND ARCH AS SHOWN I••�� Q 'G BASEMENT WINDOWS m n Im \ B ARE 8' BE SET v AT 8'-0" AFP (MATCH FINISH HGT. OF c7 I _ I-1)< \,� I-1) GARAGE ODORS) m ,y� W I< 2xlO CCA HOUSE BEAM a 2x10 CCA HOUSE BEAM w L9 `` �� z w/ 2x2 CCA LEDGER A31v A31v w/ 2x2 CCA LEDGER A31v "��/ A I /•�00 i n o k 2x8 C A-1 "oc I w a •` 2.8 CCA-16"oc ) (2) 1-Y," x 9X7" LVL -3Y2' (2) 137" x 9X7" LVL WASTED (2) 13 X!'4" x 9LVL < oI Z 3' m TUB wO of 51/2' C PIPE DRAIN 0 mlml v I" � wl KK IQ Low m ¢ G CI MIX N Jo w w ^ °o - y+ a ¢ ¢ CONCRETE APRON IS TO BE /I�\ c� 3 w GARAGE .0 61z POURED AT TIME OF GARAGE ^ of " P.C. 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CODE PHEE RE K O FlRE-RATED LVL GIRDER LVL GIRDER v 2x8 CCA-16"OC m U K FURNACE IS i0 BE ELEVATED pg0•ADE SUPPORT FOR O SHEEIROCH ON WALLS h 7 F- F A MINIMUM OF 10' ABOVE HEARTH fTUJIING AS 'x CEILING AS PER NYS CODE 2 6 ¢ 0: Ip 0 m O BASEMENT SLAB HEIGHT REQUIRED. �+ ` SHOWER a ``11,^, 3 p x 3 PROWOE CONCRETE PLATFORM m DRAIN CLOSET w UU UU •lT' /� U < N MASONRY FIREPLACE I 10" DIA. HBkG ^110 / On d C 2 VERIFY NEEM WITH SIZE OWNER. 0 o I PERMACAST COLUMN y, CONFORM TO NTS CODE (2)lj%llj" LVL GIRDER ,_10, 1/ 7,_117/2, s U I 4 _ - SPACED AND WRAPPED 31,/5 - - 317, - - 5 U m I f•y m x 2x8 CCA-16"oc w/ }" COX PLYWOOD ABOVE �2 WASTEC o N 8'-9' A Z-R 10" DIA. 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QNE; WASTE PIPE C -i6'a I 09-26-02 I SOME n� y�2 0 1/4. m (2) iXti' z 9X7" LVL (2) 13i" z 9X7" LVL (2) 13i z 9X7" LVL 10' DIA. HBkG PERMACAST COLUMN mLc ,76 V A31v A31v A31v FIRST BASEMENT ARE TOENSE WS FLOOR OR AT 8'-0" AFF PLAN (MATCH FINISH HGT. OF GARAGE DOORS) A {----6'-4'� - C B Ilkk7, SNEEf N: —11,-95/B' +-- 11 9 + 1.1 5346,� ES'-97h5 4o Ol 11 1 FIRST FLOOR PLAN 2,359 SQ. FT. LOWER FOYER, GARAGE, & STORAGE 040z14"-16"oc WI40x14"-16"oc ¢ 45(2)IJ'x 11 A" LVL (2)i3"x 11r LVL DROPPED GIRDER (LEDGER) DROPPED GIRDER (LEDGER) 0'-6' •, --1p-91/2• 1'-95/8'— 1P-95/8' 1'-9 il'-95/e`�� (2)1-j"x14" LVL FLUSH BEAM SPACED AND WRAPPED WITH COX PLYWOOD ABOVE (2)i-j"x 11-4" LVL DROPPED GIRDER PACKOUT AS REQUIRED TO COVER B A COLUMN CAPS 1F PROVIDE FIBERGLASS OR PLASTIC COMPOSITE RAIL SYSTEM BEAM C U AS PER OWNERS SPECIFICATIONS AND NYS CODE. (2)13"x 94" LVL GIRDER WRAPPED IN 1x PINE (2)13"x 9}" LVL GIRDER WRAPPED IN 1x PINE (2)13"x 93" LVL GIRDER WRAPPED IN 1x PINE z PACK QUI WITH RCH AS SH)WN PACK OUT WITH 2x AND ARCH AS SHOWN PACK �S 5 OOOWN 10" DIA. HB&G W • - PERMACAST COLUMN _ O F [C_IVO410 10" DIA. HB&G 10" DIA. HB&G J // O PERMACAST COLUMN o� PERMACAST COLUMN °L BDIE a BQIE Z m '+ n PROMOE (2) 1-I'v 14' LVL UNDER .7 •Y < M n n n PROVIDE flREBREAK SHEATHED (2 SIDE6) ¢ ��Vp, BEARING WALLS W DORMERS DHT2015 DHT2015 : 2 I FIRST FLOOR WINDOWS IN PORCH ROOF AS REWIRED BI NYS CODE. O b`o DHT2815 o O O a C TW2032 TW2032 �% x w ARE TO BE SET W Ql`l� DHT2815 DHT2815 z AT 6'-10-)¢" AFF "e Z � � W2842TW2842 (2) 1." . BIC LVL (2) AW x 9Yx' LVL .`U (2) 1%' x 9)(' LVL L`�4 w i � DBL 2x6 PLATEo 14"-18"oc , as I TRANSOM WINDOW(U (2) 3: x 9)h- LVL (2) 1%" x 9)4- LVL Q ¢-1YA AFFTFIRST FLOOR WINDOWS c2 m51/2' ' 18' )2r1 ' 3}/8 I 1 Y2. z 0 ARE TO BE SET yl syT W.1.C. - ' w Q AT 6'-10-Yz- AFF " 0 m DBL 2x6 PLATE .."j 7'-9y2' O r A_1�4' ,� ¢ N . 0 ...L' o 'm ok 10" DIA. HB&G Q o LL m m I PERMACAST COLUMN TRANSOM WINDOW < _ O N I 5 N MSTR BATH 7 � : �o moI r 2660 T I O a m a �_ 'gyp, •� 2P LmOYM� ry O " "^Q PBFO GE FIREBREAK SHEATHED (2 SIDES) V / } — ,D MASTER BEDROOM STAVERIRCASE ® v N Pd CH ROOF AS flEWIRm DY N S CDDE `/ w I L 6 DIMENSIONS 5.0000• W _ ob zz zz xI 3 3 ® 2680 O I t7 I Z 1�/l I 31Y2' 31/2' R EE BLOCHING FIXT o I¢ I v0 ANO ACCESSORIES.U, x -11/4: -l1/4' TOWEL BARao IW140x14"-16"oc TH ACCESSORY O. w W' C 3080 NS WTH ONNER. >w ¢ ¢ ® 10'-1W" AFF X00 0' z 7' 31/2' �- — J 31f2' /0 r1 DN e o z I 0- 0 §� 10" DIA. HB&G a o-z w A I ❑ I m o x I PERMACAST COLUMN to v�-i 0 31/2' ® 31/2' Kin > - W140x14'-16"oc 10" DIA. HB&G o Q ❑ �o OL¢ -' PERMACAST COLUMN HANDRAIL M,N = I: I 0 10'-IY," AFF w x �o OJ U j 0 o i5 m o BLOCKING I O: ¢ a OF o %I�I N r YaI ELEVATOR FOYER $ a , VERIFY ALL DIMENSIONS ,p Q z I D N U - JW d a M� AND FRAMING k SHEATHING OPEN TO ABOVE K ¢ N �p w < I� MANUFACTURERS SPECIFICATONS m N V a' REOUIREMENTB WIM O1 w0 ,_71/4• A-4• ,-7Y4 ,_2• " ~30 NDTE; V1 o r o O c OM v1 n w VERIFY CE MOMS, OPENING SIZE ¢ D' w e O PROMDE (2) 1-i'x 14' LVL UNDER I�I I ; I BARING WAllH W DORMERS Q w • z O AND HEARTH HEIGHT AND war 0 31/2, 2 3'/, '-10' 3L 7'-11 2' u_ o �I •'*. O_ $ O SPECIMCA'OMS WTH OMER ¢ 95 /2 '2 �2 - xl S I ¢ io ¢ SUPERIOR PREFABRIGI£0 L� (D 3060 2680 m o "V GAS BURNING PREPUCE. I J = I n 6 In ro Of p` m . . °� VERIFY FRAMING DIMENSIONS w Ow OJ U40 U n C �° ,N I z U) 0 . V CAND ONFORMCIiO NYS CODE. OWNER. dI d M n O V'vr d I � - _ V O D. ¢I p ! VERIFY ALL DIMENSIONS �I I p t0" DIA. 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HB&G 2 3�2 `D ¢ N z a I F a VERIFY ALL DIMENSIONS PERMACAST COLUMN w x W NM 3 _q.� s/D W I o AND CONDITIONS PRIOR 1 c- I a TO CONSTRUCTION • ryl • O O Q o Q m, .N `)� �s� 3 ® 3 0 I OW PROJECT NO: m 5 io a �° = 1O }'Ir� -'�-r\ rs '�{w5.0000• t� a N¢ ^ 8D3-2002 m NmN a m \ S/D \l 'EDU l2. �M Gum BY: d. � ;< a xo 2 ul ao CMA n i x o DINING AREA o NQg: o _ ti $ ,pal mw ^ CHECKED BY: ,O O •' S ® PROMDE CATS IN WALLS 3 ® \ L j0'-9 o U'p, O 36', 54'. 96' AT , U N b' m ® FOR ALL UPPER AND —KITCHEN m m � m /0 LAUNDRY LL 3 %, o >o¢ Gre LONER CABINETS. (VERIFY GITIUT Mn ONNER) n ry ROOMOf —' PANTRY m m W ^.-'a o. scAlE 09-26-02 I / 7A I/a.. = T._D,A 33 -DY4 _ -4 _ r — 4'_21/2 x 9)h- Ll1 ( 1 ' v 9Y! L O O O ( ) l;:' x 9Y4' L 2) 1%- v 9y' Lth 10" DIA. HB&G SHEET TRTE: SSS PERMACAST COLUMN DHT3815 DHT2015 DHT2015 DHT2015 TW3852 \ TW2032 ITW2032 / N TW2032 " SECOND -4 FIRST^A_2._�, �y1•� FIRST FLOOR WINDOWS FLOOR S- ARE TOBESET PLAN VERIFY FINAL KITCHEN LAYOUT WITH OWNER AT 6'-10–Y2" AFF PRIOR TO COMMENCEMENT OF FRAMING, TO ENSURE G WINDOW AND VENTING LOCATIONS. A DBL 2.6 PLATE B TRANSOM WINDOW 111� SHEET NO: _ I J L 6'-113/4" 1 �4 7� 99/16'-1 15'-1015 8 _6. I8'-7 3'-1177/6 4'-10' A-7 ES'-97,5 . 5 of 11 SECOND FLOOR PLAN 2,359 SQ. FT. HEATED LIVING SPACE PLUS GARAGE, PORCHES AND DECKS � EN "y4 .UN e B A W - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / U VBRO DE FIREBREAK SHEAT EO 12SIDES) O \ M PORCH ROOF AS REWIRED BY NYS CODE. / I rWl I \ \ I Ww I z 3-0 BEARING KNEE WALLEIGHT —3---047 BARING KNEE WALL HEIGHT 0' .. I z \ w ^k N ALL DORMERS ARE O TO BE BUILT ON \ fo ¢® (3) 2x12 RAFTERS W/ (2) 1," SPACERS r 1 ' vJ - - — — — — — — — — — — — 6- ALL HEIGHT QN a Qo I w sYe' - M - WALH IG T " I WALL HEIGH ® - - - - - - - I I I yl N a UNFINISHED ATTIC o N o a Mo I 'z w �Ia^� � m= iz, �w w s� 4J m � oa JHELI FOYER m . ®< OPEN TO BELOW n. o T Vl Jo J I w � IIS\1 �N N � w oa I I m � 6-0 WALL H IGH � F-i Q F~/ 5 /1\\ ` — — — — — — — — — — — — — — — — — v W N — 6-0 WA IGHT 0 ALL DORMERS ARE TO BE BUILT ON (3) 2x12 RAFTERS Y / (2) Q2" SPACERS + S N CLQI� VERIFY ALL DIMENSIONS / \ \��? *i N�y� oa� \ x AND CONDITIONS PRIOR � \ V TO CONSTRUCTION �w 2w PROJECT NO: � N� N \ m 0' 803-2002 Ir?J � Q DRAwN W. n � CMA N + I CHECKED BY: ! I 09-26-02 6GlE: 1/4" _ I._O�� SHElT illl.E I UNFINISHED z- - - - - - - - - - - - - ATTIC DORMER PLAN C 8 A SHEEP NO: MEZZANINE & DORMER PLAN 6 of 11 � E B B q PNPO DE FIREBREAK SHEATHED (2 SIDES) W IN PORCH ROOF AS REQUIRED BY NYS CODE - - - - - - - - - - - - - - - - - - - - - - - - - U PNF NDE FIREBREAK SHEAMw (2 SOB) ^ O IN PORCH ROOF AS REQUIRED BY NYS CODE I I � WW I z ° °N a K I ~ N a x� O N N ^k cl- ALL DORMERS ARE I O TO BE BUILT ON (3) 2x12 RAFTERS w/ (2) TV' SPACERS Q W I I I I ® ® I I i I III I Q I N stn OI 1-3/4"x 14" g I I will I �affi � O � w � I I i WWQ 0 \ \ ALL DORMERS ARE TO BE BUILT ON (3) 2x12 RAFTERS (2) 1V SPACERS NOTE: + I/ _ VERIFY ALL DIMENSIONS\ Vv. AND CONDITIONS PRIOR \ \ Vte w °� °m TO CONSTRUCTION PROJECT NO: 603-2002 \ N N DRAWN W. CMA I / / / I CHECKED BY: OATS 09-26-02 C SGIE 1/4" = l._0,. - \ - SHEET 1rn.e \ � I ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PLAN PRO OE FIREBREAx SHEATHED IN PORCH ROOF AS REQUIRED BY NYB CODE C B A SHEET NO: 58 ROOF FRAMING PLAN 7 Of 11 i BUILDING CONSTRUCTION NOTES: �J�0 GENERAL: I. All construction work shall comply with the New York State Budding Concoction Code and with the requirements do any governing 4eproum9ds,as well as the requirements of authorities havingjmisd¢don. B 2 All work shall comply with the New York State Energy Code. P` A. It chat l he We centracmrs respnneibdity to submit the eizu,design,end type of mechanicnl sysknw which will be used in sufficient dead as required by the Budding Department B. Insulate all ducts and piping as required by code. C. All windows,door ulna,openings,etc shall becaulked and weatherstripped. 3 Provide one smoke delnift r on each Boor,including basement. Provide smoke doeoars in all sleeping arcus. All detectors are a U be directly wired to[be clectrico system of the home, - 'Z . 4. Engineer is net responsible for the supervision ofconstruclion General Contractorocustverify all dimensions.4 cmulitionsbefure a' consuuchonorlbbricauan. Engineer w not responsible for tiny changes without written prior approval. rte, S Do not scale drawings - O - 6. The engineer shall be responsible for the content ofthtmc drawings only. He shall net behold responsible for any materials, workmanship, meats or methods oftmns"chon. The engineer shall not behold responsible for the design or installation of laaaaaaal malerialsvnlaquipmenl. Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system not specifically - contained in thcsodmwisg, 7 Electric..nation is in conform to the National Electric Code,New York Shia.Code,and LIPA 8 Plumbing is to confbun to[tie County and Local HenNh Department requirements,and NYS Code. 9, All hent producing equipment shall he installed in accordance with NYS Code and manufaclururs specifications z 10. All electrical mid mechanical equipment is to be elevated to FEMA mgmren enls and NYS Code ae required. 0 ll. Limitation of'Pmfexsomal Liability By uuceptance and use of these plans the owner/builder/agent agrees to hod the liability of East End Dmflmg and Design,and [[[ rrr^��yyy111,,, their draftsman due to neglect,acts armor,such Awl the total aggregate liability of East End Dashing&Design,and O there dridinion shall not exceed the local fee for services rendered on this project 1 12. All of our door plans and elevations are protected under federal copyright law. No plan nifty be reproduced or reconsuucled urr without written permission 13. Owner/Contractor must verify wry site spceific requirements for the combustion such ae flood no requirements,etc. Q LL 14 Acceptance rf these drawings nu gs does not dmnu the right to build without the authorization orbital governing agencies,such LU a Town Building Departments,DEC,etc iO CODF COMPLIANCE: - 12" SOFFIT 1. Light Requirements: I labimble space except for kitchens shall have natural light equal to 8%of Door area.�" B" 12" SOFFIT 2 Ventilation Requirements: A. Habitable spm:e except kitchens unit badammos shall have neutral ventilation equal to 4%of floor rima,or ,r— F1C, ventilation providing Iwo(2)air changes per hour m ❑ B. Kitchens as above,or 150 CFM mechanical ventilation. C, Bathrooms as above,or 25 CFM mechanical ventilation D, All fans shall exhaust directly to exterior r G _ y�j p LL �.� 3. SecondnryF.xns(Wwdowm) shnll be4symta fact mimmunnwith ammimum dimension of lR"and nmaximum roll haight - Fir a' m m 0 LL ' N of42"above finished Onar. p 4. 8mirwclls shall be 36"width minimum,2'-8"clear. o T— ❑ ❑ DECORATIVE COLUMN y AND RAIL SYSTEM GENERAL NOTES: DECORATIVE COLUMN PROVIDE FLASHING AS REQUIRED [t] AND RAIL SYSTEM (SEE DETAIL) COLUMNS FINISHED WITH STUCCO TO MATCH CHIMNEY CARPENTRY. tFG-,I 3 12" SOFFIT -- 0 1 Provide doubledoima under all partition wells unless otherwise noted. �..t C Provide typical energy comers(ui interior/partitions L m Fireplace-provide support for hennh as required. ^ ¢ Sill plates arc in be P'x 6"around 40 year CCA with sill xcolor. Provideslll sealer-below cornute shield f¢ rT, 4 Walla arc be usn/g"roll,or an noted. in 211.6"- 16"no exterior wells. 2"z 4"- I6 mteri "ac inor walls-unless noted mlwrwise. tl All will mads are to he 42 or better Douglas Fir. m All other fammg members are to be 42 or better Douglas Fir or otherwise noted. Provide solid ng h all s. col 12" SOFFIT Provide structural membnnnection as requiredforall Bush structural loading c - 9 g arrymg conditions h Opoion s to have 2 I-M "x 9 "LVL headers-unless o[Incrwise noted Leg boll)at all steel piper 3/4"cdz,sut,foor. _ 1/2"cdx mafsbcathing.(5 ply) 7/16"oslh exterior wall vheathing. VVEERFY ALL DIMENSION$ Provide fire blocking on all walls as required AND CONDITIONS PRIOR TO CONSTRUCTION F_ CONCRETE %iWECT No: ' (Ori 803-2002 Strength=3,000 PSI at 28 day ASTM C-94 reedy mix concrete. All throngs,fom4uhons,etc.shall rest on undiuurbcd sod. DRAWN Bw a N Footings i shall be 36"below finished grade-minimum, on undisturbed s'mI(4000 poi) CMA t All footings,foundations shall be rmmed CHECRHr BY; Provide rainforomng buttress'on any wall over 20'long,2'-0"below final grade. (2'-0"x 8"with 3-005 rebar on 16"x 8"concrete rooting) llamp pnoofin6-Provide plastic over W. _ VA 09-26-02 SCAM ELECTRTCAL aaaaa 1/4 = V-0 MEET TIRE. Keep loses 5"immmum from edge of box to rough opening. - Electric constaeHon is to conform in the National Electric Code,New York State Building Code,and,LIPA. Provide cane smoke demeter on each Boor,including basement Providesmoke delecurrs in all sleapmg rams All deletion are to be directly wired a the ROOF - - 24 SOFFIT electrical system of the home. _ R V V PLAN PLUMBING Supply pipes in wal Is(for toilets)at 3"from plywood. Plumbing is to conform to the county aid local health department ro pummenlx mrd New York State Code. Relocate all wall stocks through roof at rear of house,and spray a match roof shingle color. SHM ND: ROOF PLAN 8 Of 11 LIJ 2 CONTINUOUS RIDGE VENT 7 13'i x 14" LVL RIDGE BEAM 2x12-16 oc RAFTERS Z }" COX ROOF SHEATHING - 15# FELT 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 0 - 2x6 / 2.4 STRONG BACK HURRICANE CLIPS O 2x6 SUB FASCIA z.e-te' "v o s'-tq' AFF (BaTED AFF BOLTED � �-- 1x8 w/ 1x2 FASCIA— WRAP IN ALUMINUM _ ___ R-30 INSULATION 12' CERTAINTEED VENTED VINYL WAINSCOT SIMULATE Rl-_=_=+-w<-- � it== - x8=1S'9c_ -6=Ti"�FF__ xg-{8•---y,'g_ A nr T--llllr~r'-�ilu r__7__�il _____ _ _______ ________ _ __ __4S_S_____�_____ DBL 2x6 PLATE III I Illnl Invl I III UNFINISHED ATTIC W' II I IIIA Ivul I 2x6-16" oc WALL SNDS-- __+_-A I, FOYER UNFINISHED ATTIC " nl I In I ILII I nl - OSB WALL SHEATHING H: II (� ;;� +—�arE —+ —Tar+ TYVEK HOUSEWftAp II "' ' 10 ' "' PROVIDE FIRE BLOCKING --iii IN ALL 9' AND TALLER WALLS ! NOTE - CERTAINTEED CEDAR IMPRESSIONS— "I ' Ng: I Ia; 1 1 PROVIDE FIREBREAK SHEATHED 2'SIDES) a(__i__�un�__i__)u IN PORCH ROOF AS REWIRED BY NYS CODE. PROVIDE FIRE BLOCKING IN ALL 9' WALLS �__"'__="`__-`__='�__=_=_� ALL DORMERS ARE UNFINISHED ATTIC - TO BE BUILT ON R-19 INSULATION PROM PROMDE (2) BEARING WAt15 OF DORNERS (3) 2x12 RAFTERS �$" COX SUBFLOOR - GLUED & NAILED 3'-OT(" BEARING KNEE WALL HEIGHT I I w/ (2) 1X1• SPACERS (2)1f"x 91" LVL GIRDER WRAPPED IN 1x PINE PACK OUT NTH 2x AND ARCH AS SHOWN SX1 44 SB 44 44 44 44 - vnaoxta"-16'bc' vnaoxta"-1s•DD.f� 2x6 SUB FASCIA ' 1xB w/ 1x2 FASCIA— 2x6 SUB FASCIA w WRAP IN ALUMINUM I / 1x8 FASCIA - WRAP IN ALUMINUM 24" CERTAINTEED VENTED VINYL WAINSCOT SIMULATE) LAUNDRY OFFICE E V TOR FOYER MASTER BAT BATHBATH 24• VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING DBL 2x6 PLATE 24-I6" oc WALL STUDS R-131NSUTATION I I IN ALL INTERIOR WALLS OSB WALL SHEATHING 1 CERTAINTEED VINYL BEADED WAINSCOTING (OVER 4'4 O " x 3 SPRUCE LATH) n ^ TYVEK HOUSEWRAP -1 PROVIDE FIRE BLOCKING PACK OUT & WRAP GIRDER AND FALSE GIRDER �F-y1 CERTAINTEED CEDAR IMPRESSIONS IN ALL 9' AND TALLER WALLS COVERED PORCH ON 10° DIA. HD&G A'Cal N Q PROVIDE FIRE BLOCKING IN ALL 9' WALLS - PERMACAST COLUMN o „� R-19 INSULATION 2x6 SHOE R-19 INSULATION ___ II IF R-30 INSULATION $'i• COX SUBFLOOR - GLUED & NAILED I _ -Y4" COX SUBFLOOR - GLUED & NAILED ___ V x 6" MAHOGANY DECKING (FASTEN w/ SS SCREWS) ib" RIM JOIST - W140 x 14" - 16" oc FLOOR JOISTS �2ji1t" 14 LVLNFZISH BEAMc 2)t-3 a x 71-7 6 _-- --- (2)1 LVL " (2)1-3/VIL *x 11-TDER 8 M 2.2 CCA HOUSE SEA Oc PACK OUT WITH x AND ARCH AS SHOWN W W -_ _-- __ / " WOLMANIT 3 "x 11 PA ARCH AM GIRDER L2 x SPACED AND WRAPPED (2)1-3/ex LVL GIRDER / 3$' Du STEEL COLUMN 3$ DIA SON COLUMN PROVIDE K FlRE-RATED In COX PLYWOOD ABOVE _ '- COUNSHMTG S ON LUAUS O w/ Yi PLYWOOD 2 CONG FTG•(TYP. 0' 2-0' x YTG v t'-0' CEIDNG AS PER NYS CODE - (2)1;)"x 11�" LVL DROPPED GIRDER ) coec. FTG (FOP.) ]Q U •N SHEETR K O FlRELLS & In A MMR F STAYER WAL AND COLING ASS rmµn CODE �" LDMEA FOYER LUAUS PROVIDE FIRE BLOCKING 4' Box TUBE WAUL COLUMN IN ALL 9' AND TALLER WALLS w/ Y4�WALL9tl 10" DIA. HB&G . T-D' . V-D• . t'-6' PERMACAST COLUMN CONC. FTC (TIP.) R-19 INSULATION VERIFY ALL DIMENSIONS 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL GARAGE GA AG TO AND ONDICONSTR (IONS PRIOR 6•' P C. SLAB W/ 6 x 6 WWM 6" P.C. SLAB W/ 6 x 6 WWM x 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" OC 8" PC FOUNDATION PRO.IEFT N0: - 8• PC FOUNDATION WALL ON 14• Du COND. FULLED SONA TUBE PER 803-2002 2x4 KEYWAY 16" x 8" CONCRETE FOOTING ON 2-0'. 2•-0'. V-O' FN;. DRAM Br. TO REAR ON UNDISTURBED 901E MIN 3•-0" BELOW FINAL GRADE PROMOE MIN. B MIL VAPOR RETARD (INSURE WL BEARING CAPACITY) CMA SUB YED STW7 OYER MINIMUM W. i6• x 8" PC FOOTING OR APPAOCOMPACTED 4' CRUSHED STONE PROMDE CONTINUOUS )f RE ROD FRgA MINIMUM OF 36" BELOW FINAL GRADE CONCRETE PIER THROUGH FIBERGLASS - BEAR ON UNDISTURBED SOIL UNEXCAVATED UNEXCAVATED COLUMN To OVER THE TOP OF INSURE SOIL BEARING CAPACITY PROVIDE $4 REBAR COMPACT SOIL COMPACT SOILGIRDER FOR CONTINUOUS TIE DOWN DATE: TOP AND BOTTOM PROVIDE X14 REBAR OF WALLS AND (2) TOP AND BOTTOM 09-26-D2 04 REBAR IN FTG'S OF WALLS AND (2) SCALE. #4 REBAR IN FTG'S 1/4" = V-0" PROVIDE VERTICAL N4 REBAR PES /1 PROVIDE VERTICAL - 9NEEi irltE CROSS SECTION !-� #4 REBAR TIES 4'-0"oc. 4'-O"oc. CROSS SECTIONS SHEET w - 9 of l i f n-r i1 (2)13"s 116" LVL DROPPED GIRDER (2)1-3"x14" LVL FLUSH BEAM SPACED AND WRAPPED WITH COX PLYWOOD ABOVE (2)1-3"x 11-6" LVL DROPPED GIRDER .. (2)1j'x 11b" LVL DROPPED GIRDER CIL � 0 12 12 CONTINUOUS RIDGE VENT u T� 7� 1)'i' x 14" LVL RIDGE BEAM 2x12-16 oc RAFTERS z (2) 2x12 HEADER k" A/ U2xEI HEADER BEAR ON (3) 2x12 RAFTER COX ROOF SHEATHING W FLUSH CEILING JOIST. z O 9'-i$" AFF 2z6-16"oc. 16# FELT BEAR ON (3) 2x12 RAFTER 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x10-16° oc. (2) 2x10 HEADER "- "' --- -- --- --- ____ __ _ (3) 2x8 HEADER FLUSH CEILING JOIST 0 9'-1)4" AFF - BEAR ON (3) 2x12 RAFTER - (2) V BOLTS - TYPICAL ` PROVIDE FIREBREAK AS SHEATHED (2 SIDES) r I.— �24 / 2x4 STRONG BACK IN PORCH ROOF AS SHEAT E BY NYS CODE _________________________ _____ ------ Jh _ __ __ __ BOLE• F-- -'------' _____ ________________________________2x8_16' oc ® 7-5 AFF BOLTED ----- PROMDE (2) 1-�T"a 14' LVL UNDER ----- ----------( �- _ ---__ (2) BOLTS - TYPICAL BEARING WALLS of DORMERS Li 2x6 SUB FASCIA ixB w/ 1x2 FASCIA— r WRAP IN ALUMINUM -- �/►� UNFINISHED ATTIC 12" CERTAINTEED VENTED VINYL WAINSCOT SIMULATE ALL DORMERS ARE TO BE BUILT ON i DBL 2x6 PLATE (3) 2212 RAFTERSy 2x6-16" oc WALL STUDS W/ (2) 1)¢" SPACERS 3'i' CDX SUBFLOOR - GLUED & NAILED 3'-0TH' BEARING KNEE WALL HEIGHT --_- (2)if)"x 9j' LVL GIRDER WRAPPED IN ix PINE --�x OSB WALL SHEATHING PACK OUT WITH 2x AND ARCH AS SHOWN I 2x6 SUB FASCIA VW4Ox14"-i6"oc W140x14"-16"oc ' Tz8 W/ 1x2 FASCIA 0921221 WRAP IN ALUMINUM I 2x6 SUB FASCIA W/ Tab FASCIA - WRAP IN ALUMINUM 24" CERTAINTEED VENTED VINYL WAINSCOT SIMULATE) (2)13"x 116" LVL DROPPED GIRDER (LEDGER) C MASTER BATH 24" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING DBL 2x6 PLATTE (2)1-3"x14" LVL FLUSH BEAM SPACED AND WRAPPED WITH T 2x6-16" Oc WALL STUDS 3•' CDX PLYWOOD ABOVE (2)1-3"x 11-a" LVL DROPPED GIRDER C 2 T (2)13"x 11a" LVL DROPPED GIRDER (LEDGER)OSB WALL SHEATHING PACKOUT AS REQUIRED TO COVER CERTAINTEED VINYL BEADED WAINSCOTING (OVER 3'i x 3 SPRUCE LATH) o TYVEK HOUSEWRAP o ^ o COLUMN CAPS PROVIDE FIRE BLOCKING PACK OUT & WRAP GIRDER AND FALSE GIRDER F-•i CERTAINTEED CEDAR IMPRESSIONS IN ALL 9' AND TALLER WALLS PROVIDE FIRE BLOCKING IN ALL 9' WALLS 10" DIA. HB&G , PERMACAST COLUMN _ o R-19 INSULATION R-19 INSULATION O a � 2x6 SHOE R-30 INSULATION 44" CDX SUBFLOOR - LUED & NAILED 3'i" COX SUBFLOOR - GLUED & NAILED -" x 6" MAHOGANY DECKING (FASTEN W/ SS SCREWS) E ' ib" RIM JOIST - W140 x 14" - i6" oc FLOOR JOISTS W140x14"-16'•oc, m m �ucxxXXULXI(XSX 2x8 CCA-16 oc CIO 2X10 CCA HOUSE BEAN WOLMANIZED 34"x Ili' PARALLAM GIRDER 5 2 x14 LVL (FLUSH BEAM w/ 2x2 CCA (EDGER PACK OUT WITH 2x AND ARCH AS SHOWN W W A SPACED AND WRAPPED PROVIDE 5/B' FlRE-RATED +/ 3" COX PLYWIOOD ABOVE sEETROCK ON WALLS c - (2)13"x 11b" LVL DROPPED GIRDER ® ® CEILING AS PER NYS CODE �� (2)13"xitb" LVL GIRDER (2)13"X11b" LVL GIRDER I PROVIDE 5/B' ORE-RATED SPACED AND WRAPPED SPACED AND WRAPPED I SHEEDROCK ON WALLS t w/ 3" CDX PLYWOOD ABOVEPROVIDE FIRE BLOCKING CEILING AS PER NYS CODE W/ 3" CDX PLYWOOD ABOVE (2)13"x14" LVL DROPPED GIRDER (2)13"04" LVL DROPPED GIRDER IN ALL 9' AND TALLER WALLS 4' BOX VIBE STEEL COLUMN 10" DIA. HB&G A BOX VIBE STEEL COLUMN „/ W WAS PERMACAST COLUMN w/ JV ON S-0 . j'-6- R-19 INSULATION- - NOS. 3'-0' x N-O' x V-B' CGNc. FTD (TYP.) VERIFY ALL DIMENSIONS 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL GARAGE CONC. FTG (TYP.) m AND CONDITIONS PRIOR 6" P.C. SLAB W/ 6 z 6 WWM 18" PLA GAGARAGE 6" P C. SLAB W/ 6 x 6 WWM TO CONSTRUCTION x 12" ANCHOR e0LT5 - MAXIMUM OF 8'-0" oc B" PC FOUNDATION BELT NO: 8" PC FOUNDATION WALL ON iP DIA CONC. FlLLED SONIA TUBE PIER 803-2002 2x4 KEYWAY 16" x 8" CONCRETE FOOTING PROVIDE IN, fi MIL VAPOR RETARD ON 2-0'x 2'-0'. 1'-O' FTG, DRAWN BY: MIN 3'-O" BELOW FINAL GRADE OR APPROVED SUBSIIW7 OVER TO BEAR ON UNDISMRBED SOIL 16" % B" PC FOOTING COMPACTED 4' CRUSHED SIDE (INSURE SOL BEARING CAPACITY) CMA MINIMUM OF 36" BELOW FINAL GRADE PROVIDE CONTINUOUS $' RE ROD FROM CHECKED BY: BEAR ON UNDISTURBED SOIL UNEXCAVATED U NEXCA VA TECONCREIE PIER THROUGH RBERWASS O - INSURE SOIL BEARING CAPACITY PROVIDE 04 REBAR COMPACT SOIL COLUMN TO OYER INE TOP OFP TOP AND BOTTOM PROVIDE /)4 REBAR COMPACT SOIL GIRDER FOR CCNIRNUOUS TIE DOWN CATe ' - OF WALLS AND (2) TOP AND BOTTOM 09-26-02 ,y4 REBAR IN FTG-S OF WALLS AND (2) scNE: #4 REBAR IN FTG'S PROVIDE VERTICAL - TT/4" = 1•-0'• #4 REBAR TIES B o PROVIDE VERTICAL TRRE: 4'-O"oc. CROSS SECTION #'4 REBAR TIES sNEET - 4-O"oc. CROSS SECTIONS 'SHEET NO. 10 Of 11 uK r^, V z n� O 12 - CONTINUOUS RIDGE VENT � F��I 7 13'4" x 14" LVL RIDGE BEAM CIO W 202-16 oc RAFTERS ^ Z J" CDX ROOF SHEATHING ' 2x4-16°oc. 5# FELT z 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES O 2x4-16"oc. Q (3) 2x12 HEADER FLUSH CEILING JOIST O �z.6 / 2x4 STRONG BACK 0 7'-5" AFF - BEAR ON (3) 2x12 RAFTER CONTINUOUS RIDGE VENT A, 1 2x8-16" oc O 7'-5" AFF BOLTED Q 13;' x 14" LVL RIDGE BEAM --- - --- --- --- ---- LL} 2x12-16 oc RAFTERS /Z COX ROOF SHEATHING UNFINISHEDATTIC N PBR�ONDE FIREBREAK sHEATRm (2 smEs) 15#' FELT ^ IN PORCH ROOF AS REWIRED 0Y NTS CODE. - ALL DORMERS ARE 30 YEAR ARCHITECTURAL GRADE ROOF SHINGLES TO BE BUILT ON (3) 2x12 RAFTERS S-OW BEARING KNEE WALL HEIGHT 3'-0%" BEARING KNEE WALL HEIGHT W/ (2) 1$" SPACERS (2)1j"x 9k" LVL GIRDER WRAPPED IN 1x PINE -'�x I fTxX�1 c�1Tn�3 c�i1nF� nF1n�� nn PACK OUT WITH 2x AND ARCH AS SHOWN WI4Ox14"-l6 JCJc XJC ' )CJL JUL 9Q JUL ` SQ W140x14"-i6"oc. 2x6 SUB FASCIA tXB W/ 1X2 FASCIA— ( )1;)"x I1 LVL DROPPED GIRDER 2X6 SUB FASCIA w 1x8 FASCIA - WRAP IN ALUMINUM - WRAP IN ALUMINUM r1) EACH SIDE / y ti 24• CERTAINTEED VENTED VINYL WAINSCOT SIMULATE 24" VENTED SOFFIT - CERTAINTEED VINYL BEADED WAINSCOTING F� DBL 2x6 PLATE 4 2X6-16" oc WALL STUDS CERTAINTEED VINYL BEADED WAINSCOTING V) (OVER �" x 3 SPRUCE LATH) OSB WALL SHEATHING o TYVEK HOUSEWRAP PROVIDE FIRE BLOCKING PACK OUT h WRAP GIRDER AND FALSE GIRDER IN ALL 9' AND TALLER WALLS COVERED PORCH CERTAINTEED CEDAR IMPRESSIONS PROVIDE FIRE BLOCKING IN ALL 9' WALLS ® 10" DIA. HB&G "O PROVIDE FIBERGLASS (2)1j"X14" LVL FLUSH BEAM PERMACAST COLUMN � n R-19 INSULATION OR SPACED AND WRAPPED R-19 INSULATION — PLASTIC COMPOSITE RAIL SYSTEM w/ 3" COX PLYWOOD ABOVE w R-30 INSULATION AS PER OWNERS SPECIFICATIONS AND NYS CODE. 2x6 SHOE (2)1�•x Ili" LVL DROPPED GIRDER 3'i• COX SUBFLODR - GLUED & NAILED3'a F1F x 6" MAHOGANY DECKING (FASTEN W/ SS SCREWS) le RIM JOIST - 040 x 14• - 16" oc FLOOR JOISTS � 2xB CCA-16.,C 2X8 CCA-18•oc 92 w QQ Z? �SR w 22 22 w 92 sRW140xl4"-i6"oc JU7 W Z? W14Oxl4"-i6"oc. s& � � � C� � � � � � �. .� 2x8 CCA-16•oc I/�( 2.10 CCA HOUSE BEAM (2)1-3/4. 11-7 B LW GIRDER (211•x11 LA GIRDER 21-J 4 . 11-7/a" LW ORDER (2)t-3/4. 11-7 a LW ORDER ICy 5 x/ 2x2 CCA LEDGER w � PLYWOOD ,PACED AND WRAPPED w 44' PLYWOOD . PLYMOOD 2x10 CCA HOUSE BEAM WOLMANIZED 3�"z 11 a" PARALLAM GIRDER ^ $- w/ IT COX PLYWOOD ABODE w/ 2x2 CCA LEDGER PACK OUT WITH 2x AND ARCH AS SHOWN W W A n (2)11•.14• LVL DROPPED ORDER PROWS/6' FIRE-RATED - SHEEIR ON WALLS e: GELLING Al PER NYS CODE 10" DIA. HB&G PERMACAST COLUMN 4• BOX 1118E ,TF#L COLUMN A• BOX MBE STEEL COLUMN 3$' DIA SIL COL NOTE: ./Y'ON w/ HON 3'-0• x 3•Wo• . 1'-e• VERIFY ALL DIMENSIONS _ 3'-0• x 3'-0• x 1•-e• S-o' . 3'-0• . 1'-e• GONG. m (TrP.> AND CONDITIONS PRIOR 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL GARAGE PROVIDE 1B" HIGH CONC ETE caxc. FTc (1w.) CWC FTG (TW) TO CONSTRUCTION 6" P.C. SLAB W/ 6 x 6 WWM FURNACE do MECHANICAL PL TFORM k" % 12" ANCHOR BOLTS - MAXIMUM OF 8'-0" oc --------------------_--------------_------------------------ _____________________ PRwEm xD: 14• DIA CWC FILLED SONIA NBE PIER e• PC FOUNDATION WALL UNEXCAVATED ORA" er. 803-2002 2x4 KEYWAY COMPACT SOIL TO BEAR W UNDISNRBED SOL W z-D'x z•-o•. r-O• FTG. - 16" % B" PC FOOTING (INSURE SOL BEARING CAPACITY) CMA FJIFtrf� CHECKED BY: PRONDE MIN. 6 MIL VAPOR RETARD PROVIDE CONTINUOUS I$- IE ROD FROM MINIMUM OF 36• BELOW FINAL GRADE OR APPRovED suesnnlE ovER cWCRETE PIER TRROUGf FIBERGLAS, BEAR ON UNDISTURBED SOIL CouPAc1FD 4• cRusNED sroxE COWMN TO OYER THE TOP OF INSURE SOIL BEARING CAPACITY PROVIDE Iµ4 REBAR PROVIDE 4 REBAR PROVIDE 4 REBAR GIRDER FOR CWnNUOUS nE DOWN DATE: TOP AND BOTTOM TOP AND BOTTOM TOP AND BOTTOM PROVIDE (µ4 REBAR 09-26-02 OF WALLS AND (2} OF WALLS AND (2) OF WALLS AND 2 TOP AND BOTTOM . ( ) OF WALLS AND (2) NOTE; #'4 REBAR IN FIG'S ,}'4 REBAR IN FTG'S µI REBAR IN FIG'S 1(4 REBAR IN FTG'S CONCRETE APRON IS TO BE 1/4 = 1'-0• POURED AT TIME GARAGE PROVIDE VERTICAL PROVIDE VERTICAL PROVIDE VERTICAL PROVIDE VERTICAL SLAB AND ALL OTHER FLAT sHEEr Wile ' Iµ4 REBAR TIES Iµ4 REBAR TIES g4 REBAR TIES 4'-0"oc. 4'-O"oc. 4'-0•oc. CROSS SECTION D 4' REBAR 11ES WORK. -0"oc. CROSS SECTIONS CROSS SECTION C SHEET N0: 11 of 1l