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HomeMy WebLinkAbout27846-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29455 Date: 05/21/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 11325 GREAT PECONIC BAY BLVD MATT/LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 144 Block 3 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 22, 2001 pursuant to which Building Permit No. 27846-Z dated OCTOBER 30, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED WOOD DECKS & 2ND FLOOR BALCONY AS APPLIED FOR. The certificate is issued to RUSSELL & EILEEN WILLIAMSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0108 04/16/03 ELECTRICAL CERTIFICATE NO. 1049815 03/17/03 PLUMBERS CERTIFICATION DATED 05/07/03 RUSSELL WILLIAMSON �/ , r Au ized Signature Rev. 1/81 / FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29456 Date: 05/21/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 11325 GREAT PECONIC BAY BLVD MATT/LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 144 Block 3 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 22, 2001 pursuant to which Building Permit No_ 27846-Z dated OCTOBER 30, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GARAGE WITH NON-HABITABLE 2ND FLOOR STORAGE AREA AS APPLIED FOR. The certificate is issued to RUSSELL & EILEEN WILLIAMSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 1049815 03/17/03 PLUMBERS CERTIFICATION DATED N/A Audi oriz d Signature Rev. 1/81 / 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) PERMIT NO. 27846 Z Date OCTOBER 30 , 2001 Permission is hereby granted to : KANARAS PANAGIOTIS (Williamson) 12 PINE EDGE PLACE DIX HILLS,NY 11746 for DEMOLITION OF DWELLING & NEW FOUR BEDROOM SINGLE FAMILY DWELLING W/ ACCESSORY 2 CAR GAR.W/ATTIC STORAGE ABOVE AS APPLIED FOR. TWO C/O ' S REQUIRED at premises located at 11325 GREAT PECONIC BAY BLVD MATT/LAUREL County Tax Map No. 473889 Section 144 Block 0003 Lot No. 019 pursuant to application dated OCTOBER 22 , 2001 and approved by the Building Inspector. Fee $ 1, 835 . 75 Autho zed Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 / Date. 5/9/3 New Construction: Old or Pre-existing Building: (check one) Location of Property: /OPPS 15_2–G'ONIC, �y egzV,)_ 1414 76/ee House No. Street Hamlet Owner or Owners of Property: 4e.5-L -.,- Suffolk Suffolk County Tax Map No 1000, Section 14ezf Block 03 Lot /9 Subdivision Filed Map. Lot: Permit No. o27d `f/o Date of Permit. /0-30-0/ Applicant: Lite%%1, '_H azz Health Dept. Approval: 5�/� p3 A�10,0 OOP Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ vZ5.0- (r�L 3�� Applicant Signature C50-a aq�ss Pla j_,n.. A A....-......1• O rJ�rJ�rJr�rJ�I�n�ldJ@P�ncJ�rJdJ�rJ�rJ��frJ�IcnrJ�rlrJr�rrdJ�rJ�rJ��l�IcncnrlrJ�I�Ir ncncn�lRPLffl pr PL PLrcrL3rr3R �c TIRIII IrL3 L o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 R.WILLIAMSON RUSSELL WILLIAMSON 5 5 71 POPLAR ST 10885 PECONIC BAY BLVD 5 GARDEN CITY,NY 11530 MATTITUCK, NY 11952 5 f5 Located at 10885 PECONIC BAY BLVD MATTITUCK, NY 11952 7� Application Number: 1049815 Certificate Number: 1049815 5 Section: Block: Lot: Building Permit27846 BDC. NS11 S 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: �5 Basement,First Floor, Second Floor,Detached Garage,Outside,Attic, C7 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 5 found to be in compliance therewith on the 17th Day of March,2003. 5 5 Name OTY Rate Rating Circuit Type 5 5 5 Alarm and Emergency Equipment �5 Sensor 3 0 Carbon Monoxide 5 5 5 Appliances and Accessories 5 Air Conditioner 1 0 60.000 BTU 5 5 Hydro Massage Tub,Residential 1 0 5 Dish Washer 1 0 1.2 KW 5 5 5 Oven 6 0 KW Iff+++ Furnace 1 0 Gas 5 Panels 5 1 60 4 5 f5D Wiring and Devices 5 5 5 Receptacle 52 0 General Purpose 5 Switch 32 0 General Purpose 5 5 Fixture 72 0 Incandescent 5 Paddle Fan 4 0 5 Dimmers 6 0 5 5 5 Receptacle 1 0 20 amp Laundry Seal 5 Receptacle 1 0 30 amp Dryer LTJ Continued on Next Page 1 of 2 1517 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. O rJ�JrJrJrJrJrJrJ�rJ�PrJ�rJrlrnrJrJrJrJ�r�rPrJrJr1arJ7rJ�rJrJrJrPrJrJrJrJrJrJrJrJr1rJ�rJrJ�rJrJ@JrJc rrJrJrJrJrJ r�rJrJ�iJrJrJ�rJAJ000fa91 o �l-���I-��n�n�nssr�s�l-�l-�l-rn�nrrrsrsr�-rnrn�l-�.rel-�nrr�l-ssrnrn�l-�n�n�l-�l-rnr�rrs�l-�n�n�n��n�s��rrrnrns�l-�I-�nt:n�ss �o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S rj 40 FULTON STREET — NEW YORK, NY 10038 r5j CERTIFIES THAT 5 Upon the application of upon premises owned by 5 R.WILLIAMSON RUSSELL WILLIAMSON 5 C55 71 POPLAR ST 10885 PECONIC BAY BLVD GARDEN CITY,NY 11530 MATTITUCK, NY 11952 5 Located at 10885 PECONIC BAY BLVD MATTITUCK, NY 11952 Application Number: 1049815 Certificate Number: 1049815 5 Section: Block: Lot: Building Permit: BDC: NS11 �5 Described as a Residential occupancy, wherein the premises electrical system consisting ofl� 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Detached Garage, Outside,Attic, 5 55 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 5 found to be in compliance therewith on the 17th Day of March,2003. S 5 Name OTTY Rate Rating Circuit Type 5 5 Receptacle 16 0 GFCI 5 5 Service �5 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: 1 5 5 5 5 S S 5 seal 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. D rJ'rJt�rJ'rJ'rJ'rJ'rJ�rJ'rJiJJ'rJ'rlcPcPrJ'�PrJ'rJ'�J"r.PrJ'rJ'rJ'�rJ'rJ�rJ'dJ'rJ'rJ'�rJ'tJ'rJ'rJ'rJ'rJ'rJ�r.PrJ�rJ'rJ'rJ'rJ'ai:J'rJ'r�t:PtJ'rJ'rJ'rJ'�rJ'rJ'rJrJ'rJ'rJ'�rJ'rJ� o %�FF014- N iC Town Hall,53095 Main Road 0 • Fax(631)765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 'j' /7 /0 3 Building Permit No. Owner: kOS$C// Gni 1C). PW'SUGj Q (Please print) Plumber: f�oS S C /� (.J t I / t u t"'?o' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) h^- Sworn to before me this JAMES C ATALANO Notary Puhli sof New York 0 day of 20 Q�al f No 198C 57 y}�nty commissien '-L112(_Q� Notary Public, County STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) f wW S �1, �pLkL(Q,, being duly sworn, deposes and says: 123 That deponent is ver the age of 1 I aresides at Ht�ADU1Je That on the day of�, 2001 deponent architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- D 3 street address 1 U KK S 'pV-'C0 Al tZhWitect/ A Sworn to before me this /o day of ©c+- 2001. Notary Public NEE`N ELAINE H. PLEINES Notary Public,State of New Yo* No. 01PL4721502 Qualified in Nassau Counly cc: Applicant Commission Expires Juns 80,20 oZ LIPA 117 Doctors Path Riverhead, NY 11901 Long Island Power Authority October 22, 2001 Mr. Russell Williamson 10885 Peconic Bay Blvd. Mattituck, N.Y. 11952 RE: LIPA Ref. #T100083034 10885 Peconic Bay Blvd. Mattituck, N.Y. Dear Mr. Williamson: This letter is to advise you that the electric service to the above referenced premises was removed on 10/09/01. If you have any questions, please contact Steve Marangoni at (631) 548-7045. Very truly yours, Abdul Rauf -'41- -44coy D Design Engineer Electric Design & Construction AR/lh 117 Doors Path LIPA River ead, NY 11901 Long Island Power Authority October 5, 2001 Mr. Russell Williamac 10885 Peconic Bay Blvd. Mattituck, N.Y. 11952 RE: LIPA Ref. #T100083037 10885 Peconic Bay Blvd. Mattituck, N.Y. Dear Mr Williamson: This letter is to advise you that the Gas service to the above referenced premises was removed on October 2, 2.001. . If you have any questions, please contact Steve Marangoni at (631) 548-7045. Very truly yours, 4q Abdul Rauf Design Engineer Electric Design & Construction AR/lh BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 10 /z9/01 DATE SUBMITTED: 10 /zz /01 APPLICANT NAME: SCTM# DISTRICT: 1.000 SECTION: 1 y 4 BLOCK: 5 LOT: 19 _ STREET: I c)AR5 CITY: M+aTI-I-T x SUBDIV. NAME: 4A PROJECT DESCRIPTION: / YMl//yA'r�J<C tl5 xr-2v`rlaYir ENGINEERFAST TRACK?ARCHTfECT CYe SINGLE& SEPARATE CERTIFICATION-REQUIRED? /klo NOTES: LATS 40,000SF-100-24.Lot recognition-(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) ZONINGDISTRICT: 'R-4o CONFORMING? IJa Q 17 f( Q �� 16-°14 REQ. SIZE: 4o,00D ACT. LOT SIZE: RE . LOT COV. Zo ACT. LOT COV. REQ. FRONT cs5 PROP. FRONT+3o.4Z REQ SIDE_ fl7fLj ACT. SIDEr 204 REQ. REAR 35 PROP. REAR 2' 7a-33 WATER FRONT? No RIPTION: PANEL #: _ FLOOD ZONE: I � � /GrV � y AGENCY PERMITS REQUIRED FOR REVIEW PROVALS REQUIRED: SUFFOLK COUNTY HEALTH DEPT:(!5 r NO, (BED #): DTE: /I? /o/ PERMIT#:R10- 0/'..20k NEW YORK STATE DEC: Pix-Dec 9nns YES or SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o N NYS ENERG16—W)OR NO EGRESS (18 H min.? 4 sq total) 4 m) S L G x %) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- HAVE P CO'S : Y OR N BP -Z/C/o Z- NOTES: �Y1ac4 I.,sfd /o<E% X f%< // i %Z Cec�.K✓ �..a S u�nJe i r FEE STRUCTURE: FOUNDATION: 00,t SF r FIRST FLOOR : J_ ,pol F �P(L SECOND FLR : SF INIT OTHER TOTAL 6"" TOTAL: SF FEE FEE FEE 7` roo � -A6 . K ,?. as > 22. So i qS OT(5650 SF)- ( 050 SF)= 8617 SFX $ .30 =gIu-+$ I fr, +$ _$ ITy Demo: 105-55'v)- (3 00) = 753SF'X ,15 I12. 95 +"35 = � � 9� 9s 35:: LOUIS J. SANTORA R.A. 15 7ay6 ARCHITECT 123 HEADLINE ROAD DEER PARK, NEW YORK 11729 631-243-6211 December 9, 2001 Re: Williamson Residence 10885 Peconic Bay Blvd. Mattituck, NY Town of Southold SCTM# 144-03-19 To whom it may concern: Please be advised that I have inspected the above referenced project and the footings/foundation walls and piers, and the damproofing on such was constructed and installed in accordance with the plans and specifications and in accordance with the New York State Uniform Fire Prevention and Building Code. I hereby affix my seal below. Sinc ly; Louis J. Sant a, R.A. D Imo YOx U A I N W I •,•V/'�j t® rxwm owm N MW�W=Kaft& V�dwmWARVIR T 1WEk7ftinis Y N NlltlffJnDmo f111QN . 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SANTORA ARCHITMT 4/22/02 0v -- / �I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1, Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 / Date. .5913 New Construction: Old or Pre-existing Building: (cchheck one) Location of Property: /UY-P5 AFdON/G �J-4y &Y,)- House No. y� Street Hamlet Owner or Owners of Property: 1 U{s-S7_'rZ_1_ e' E<EFi✓ & Suffolk County Tax Map No 1000, Section /4ezf Block 103 Lot y 9 Subdivision Filed Map. Lot: Permit No. Date of Permit. 1O-30-01 Applicant: %�iY wl SUS Health Dept, Approval: 44-41-02 4 /0100-2O8 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature eo IL c) 61 765-1802 BUILDING DEPT. INSPECTION [x] FOUNDATION IST [ ] ROUGH PLBG. [ ]`] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY n REMARKS: Zi/ .rr 4 J-vrn iriL� a i �Q<4u rat— U �Usx e CTr�� f/JeC flG-4 ci-.1 c/CSS . AV DATE �iw ai INSPECTOR i 765-1802 BUILDING DEPT. 1 PECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ 4e OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL & CHIMNEY �!- RE ARKS(7/ : Thi dlti.� 7 DATE INSPECTO 6�? 7F 6 M-1802 BUILDING DEPT. SPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REM ,RKS: 1 DATE INSPE r M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ i�j FRAMING [ ] FINAL [ ] FIREPLACES & CHIMNEY REMARKS: DATE O Oj d Z- INSPECTOR .� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: JV DATE INSPECT P706 -� 785-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL ( ] FIREPLAJC�E�& CHIMNEY / REMARK :� �! ) DATE U INSPECT M-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] N;AL ULA;[ ] FRAMING 1 /1 FI [ ] FIREPLAgE A CHIMNEY REMARKS: �I Q fist' 'ALL f � -� DATE INSPECTOR " `� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE && CHIMNEY REMARKS: DATE 7 INSPECTOR ✓ `'`j &wxk6-� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: i ~ co DATE ® INSPECTOR i � • � • 1 • 1 it � I I i 11 ' Ilw � s a soft 6"Mori Mods mimosa / / � I .iii /J � / �r7►� - j t f u � : .. w r _q ill _ •. . u . num _ • •,_ ul • u n •- u . • ••• :u a. uu • nw a ti • • . c www ..I A .. 11 w•_ ..1 .,,. .,,• ... . .• • 6 :[•/' `�: . : al nu• ._ n. .. u:n. :.n .ne om •un• .n • u 77, • ... : 1 •.1. 1. •. _ ... • .. :•..... 1,. 1 ERR doll :m . :q. .e: . • v • • _ • ii r - 14H a tiK r«• - • .• ti • • / • •m :• 111 «. •u • 1 • au . _ Sft *gnd00Cq=.r0fP=11e3+emisrs and ltitended use and cecina dPpOsed oomst=doz a 'Eaistingmeand oocVsncy SI NG Ic F6:m I t j f-bme_ b. Intended use and occapan<y S,niG l e F A of j Nature of work(check which applicable):Naw ✓ Addition Alteration Repair Removal Demolition v' Other Work (Description) Estimated•cost $ i9jow 0 -76, 5zZ)p Fee (to be paid on filing ibis application) If dwelling,number of dwel ing units 1 Number of dwelling units on each floor-- tf garage, number of cars 2 Wbusiness, commercial.or mixed occupancy, specify nature and extent of each type of use. NONE Dimensions of emsting strwturp,if.any:Pmirt 27" Rear 2'7 ' Depth,39 ' Height 1 LL!_.Number Number of Stories Dimensions of same structure with aiteratlons or additions: Front i 99 ' Rear Depth L9_' Height 3 5 Numbsr'of Stores_ 2 ; �. Dimeasionsofentirenew camsiwctian:Fmnt aA Rear • c.o 'D�tlS, 49 Height 103 ' Numberofstares _2 . Size of lot:Front 103 ' p 10 3 ' Depth 167 , 3.-Date ofPurchase 8-10-01 Name ofFormer Owner• PETER KANARAS . L. Zone cruse disbittinvdAchpremiseswesituated SINGLE FAMILY HOME Z.Does proposed construction violate any zoning law,ordinance orregolation: NO 3.Wfillot be re-graded NO. Will cxgiss im be removed fom Preouses NO . 71 POPLAR ST f. Names ofOvmerofpremisesRUSSELL WI rpttsialms_QGARnrN r.TTv nv P1Ln.,nNo, 516 742-8104 . NameofArchitea LOUTS SANTORA Address T)FFR PARK- Ny Phone Nd 631 94'�-6 11 Name OfcOntwt0r—& &QZL . t LLL AMSON Address 71 POPLAR. ST PhnneNo. 516 742 8104 >. Is this property within 100 feet of a tidal wetland? *YES NO X • IF YES,SOL7MOLD TOWN TRUSTEES PERMITS MAYBE REQUIRED i_Provide survey,to scale,with accurate foundation plan and distances to property lines: 7. If elevation at anypoint on propetty is at 10 feet or below,must provide topographical data on survey. rATE OF NEW YORK) ss: AUNTY OF AA Ay� P USSELL . w r L 1 //�M so n� being dul (N=2e of mdivid oal signing contact)above named v �;deposes and says that(she is the applicant ,)He is the (Contractor,Agent,Cosposato Oifioer,etc) said owner orownem,and is dttiv authOtized to perfrnm orhavopeitnned the;aid work and to make and Erle this application; c0nbdned atbis application aro tme to foie best oflds knowledge and belicl; and that the work w�11 be Tfanned in the manner set forth in the application-fUed therewith. Aom to before me this i day of © C+ .2001 NotaryPnblio ue . SzgoshapHcaat INES Notary Public,SELAINE tate off Now York No. OIPL4721502 oualified in Nassau Countx Commission Expires June 30, 20r/ PR-23-02 11 :53 AM LOUIS SANTORA 516 243 6211 P. 01 w • LOUIS J. SANTORA R.A. ARCHITECT 123 Headiine Road Deer Park, New York 11729 �� �( �' F � 631-243-6211 E April 22, 2002 To: Mr. Bruno Semon Building Inspector Town of Southhold Via fax: 631-765-1823 Re: Williamson Residence 10885 Peconic Bay Blvd, Mattituck, NY Town of Southold SCTM# 144-03-19 Dear Sir: As per our telephone conversation today, please find attached revised drawings depicting the garage designed per the Town of Southold zoning ordinance addressing the accessory building height restriction of 18'-0" maximum. Please accept this as official signed and sealed documents that should supercede the corresponding drawings on the 24"x 36"size construction documents in your possession. Please do not hesitate to call If you should have any questions. Thank you for your assistance in expediting this building permit. The best time to reach me is in the evening. Sin ely r D J. Louis J. ntora, R.A. Attachments 3 pages cc) Russell Williamson OF NE`N ec�4�vt Gugi' ,(Lo+ ce rCJL. '�0 6fLape. Q E PIs' ' o p. 4� (o Nom 0 0 0 3 Qtl �Pe K " tF��c1 {1oo11ti� dS. ��op `'j /v �CPYIG �JYh7"C/N _ - �_ 13 �Gf K'ArB.l. 6!'39' .V _... (d'L er, �AOp. Sys lrsviads T�rTl�aL6 xisting sanitary Y h rl�co�..s�odc°sc��<xn*9�y/a, Endonment o Health Department. be S J�/ 9wwv luwy/auo �a2o oevreSrar p,�,' ,CC/AbYCO 3P re A/Saiu�C.°.✓o J t`U lZ - U j �E' '�U � Fyv�ro.NrO.vM1•Y.�.iO � _ z arae✓.s'�.,< � 1hVn� ,A' I,IsTFl.EC 6K B'P' ;Jr i 9g.D LA NO IkG 4 iQF�QC/�C,4 /0'o ��y/ 9.� �c hJGEYNfI� 3aXS��0/b 36 X /Z 76 Jo.e✓FYfrG12 - .�'U��S /�/L1/'9•s>Ctac� �Ni%fi�✓/YaV LC�t:4,vvai✓�,c; YC yt7R v .or'?U« RTMENT OF HEALTH > lB 3 T FOR PP OVAbOF CONSTRUCTION f�IYR4W SINGLE FAMILY RESIDENCE ONLY DATE Z5 l Ol XX EF/I o- �r�SfP�lMGE�/�ZOO/ APPROV D� � Y� ���•/ 'VO FOR MAXIMU2t O�,"-' w t/aOo-iu�/ 03-/9 ,.nnrnr r - - fR��-ilRsfVC-ARS f !?9M1 h' ' �-- r� MAP OF PROPERTY AT MATT/TUCK 7 TOWN OF SOUTHOLD - -- SUFFOLK COUNTY, N. Y. 1000 - 144 - 03 - 19 SCALE Y' = 30' NOV. 30, 2001 MAY 24, 2002 (locale gar. lndl. I IN/O/F J Z. SYMWUS & RD. B/ZZNOS 01-N. 75.03'00' E. o " l.5 PPC GL.f: g•T..; / axa � A, ,,a„ xa 190 19, 13 Y J U ta 2 z W Cm m a P o m� � �► m moi E — - - a 100.00' S. 7678'00' W. W/ 103.66' --- PECONIC BA Y BOULEVARD TOWN PARK AREA = 17,458 sq. ft. NEW YO ANY ALTERATION OR ADWTXW TO TMS SWVEY IS A VOLA TIaV �e t. MErz" pY OF S CTAWU 7Y�D OF IDEM Y01K STATE EDIX•ATION LAW EX TAS SECn70N 7P09 - SLBOINLSkW f. ALL CER TF1CA71gI0 MOON ARE' VALD F%TNS MAP AAD COPES TNW0F O1C Y F ??j SAD MAP OK COPES DEAR THE MIMIESSED SEAL OF TME SLOKEYOR N. S. LIC. NO. 496/8 17105E Sit M TLWE APPEARS H REOM a AQD/ LY TO COMPLY WITH SAD LAW THE TERM 'ALTERED BY' MUST usED BY ANY Ann ALL SLVVEYORS. UTiLa MS A COPY . -4P5�Y X 6311 765 - 1797 SWVEYOR'S MAP. TERMS SLCH AS 7VSPECTED'AM T - TO - DATE'ARE NOT AV COMPLIANCE WTH ThE LAD. P• 123 STREET SOUTH , .Y. 1197/ 01 - 279 MAP OF PROPERTY � A T MA T TI TUCK TOWN OF SOUTHOLd SUFFOLK COUNTY, N. Y, 1000 - 144 - 03 - 19 SCALE Y' = 30-' NOV. 30, 2001 I n101F J z SYWUS 6 R.D. BKZ270S O� N. 75.03'00' E. 103,6/' a pipe C�< mon is' e rod {�d I l M I h oi U 47 13 7 cont 3 Lb.o U a -H 3c. � .� � eo I • Z � O • ` N Q a h :n 3 h y Q 100.00' S. 76'18'00 W, 1A m e, 103.68' —– –– � – – PECONIC BA Y BOULEVARD TOWN PARK AREA = 17,458 sq. ft. �pZ-OF Nr ANY AL TMA TRW OR ADDITION TO THS OF SEC �Q9 OF TI E hEw YORK STATE EdKATIAN LANVEY IS A VIOLA�� o�N T MEtrO`O�f EXCEPT AS re7r 9ECTpN 7M - SUMOMMON P. ALL CE4L TIONS SAN D��� CSS &EAR T E APMSSED SEAL FOR THIS MAP AAV COPES T F ne SLRVEYOR WHOSE MWATtRE APPEARS IEREON. S, LIG NO. 496/8 AOIDITAMWLY To COWLY W7TH SAB LAW THE TEM 'ALTERED BY' PEC YO, , .G Ml/ST_BES SLPWYWSSMAALL LTERMS SUCH AST�'N�CTED'AND A A COPY J' 4 (63/) 765 - 1797 T - TO - DATE'ARE NOT M COAPLIANCE WITH THE LAW. 1230 STREET SOUTHO , 11971 01 - 279 MAS' OF PROPERTY AT MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000 - 144 - 03 - 19 SCALE Y' = 30" NOY 30, 2001 MAY 24, 2002 (locale gar. fndl. 1 MAR. 19, 2003 (final ) lN/O/F J Z. SYWUS & R.D. BOWS II '�,-N. 75'03'00' E. 103.61' o " nd ram ass• a iiasrr. K � rx ouua�e sss Gi CONC i98 47Ar 4 �t W !' IiNE N cis °Q J��. Sa b D o• a � A moo• T3 e,r 4! Q *a z M/S aT N EB/ t b X h -CE v v R Q ELECT• fy1 t Wrs roar c �I �d o 100.00' S 76'18'00` W me p. 103.68' PECONIC BA Y BOULEVARD TOWN PARK ltw--vl—cau 8 SC.DHS Rel. # R/0-0/-0208 AREA = 17,458 sq. ft. , .��oF raew y ANY AL MRA TroN OR ADDITION TO TMS StRVEY IS A VIOLA71ON QF SECTION 7209 OF THE AEW YOW STATE EDOCATM LAM. q EXCEPT AS PER SECTION 7209 - M WVISANI 2. ALL CERTOWAT"S hEIiEON ARE VALD FQR TMS NAP AMO CCpES THEREOF ONLY F SAD MAP OR COPIES BEAR TIE MPRESSED SEAL OF TME SURVEYOR "ME SAMATLRE APPEARS HEREON r yY.S.f LI NO. 49618 ADOIr VLLY TO COAM'LY WITH SAID LAW THE TOW ALTERED BY' PECON SL P. wsr BE USED BY ANY AMO ALL SLAPVEYggS UTXIMG A COPY (631) 7 �;. OJ AX 765 - 1797 OF AMOTM" SLYIVEYOR'S MAP. TERMS SMH AS ?VSPECTED'AHD _ TROUQfT - TO - DATE'ARE NOT dY COMWLUNCE KM THE LAW. P.. 80 Ng' v T SOUTHOLD, N. 1971 01 - 279 FILE R wIIIIm5Dn51m.649 CLNY FLUE LINER RIDGE VENT CEMENT WASH \ PROVIDE CONCEALED FLASHING AT ALL VALLEYS _O 00" �" \ 1 STONE VENEER ON MASONRY CHIMNEY N PROVIDE$5 BARS IN 50LID 6ROUT CELLS N I�p3 O cti • 16"O.C.EMWAYS VERTICALLY ENTIRE HT. 40 YEAR ARCHITEL711RAL ROOF 5HINSLE5 AS MAN1F.BY Y \ w FROM FIRST FLOOR TO TOP FOROR 10�b1 I/2 5 LATERAL STABILITY �A�TECT EOUAL-COLOR A5 515 ECTED BY NEW b > FRAME 6A , N \ CRICKET AT CHIMNEY -I�— 1s 0' 12 /o 1 ,`� PREFAB. 12"DIAMETER SCREENED LOUVER VENT A5 RANJF.BY NEW ASPHALT ORIVEA4Y FYPOH OR EQUAL v �` s VINYL FISH SCALE 5IDIN6 A5 MAN.F.BY CERTAINTEED OR vvvvvAL NEW BRICK WALK vv vvv EX15T CELLAR ENTRANCE ` Y C1 TO REMAIN N NEW WOOD , NEW WOOD STEPS �\ 6 1-0, \ \ HEAVY GALh9E'AM1 SIDING AND TRIM A5 MAN1F.BY #k)j, HEN COVERED a a a a a a a CERTAINiEED OR EQUAL-COLOR AND STYLE AS W,\ NEW 2 ST , PORCH KI DECK ABOVE LLQ. INE ALL AROUND CHIMNEY I SELECTED BY OWNER/ARCHITECT DEMOLISH EXISTIN6 , �PRAME D ` �` I STORY FRAME DWELLING YV CELLA NEW BRICK WALK , - ALUMI WM CLAD WOOD FASCIA-COLOR A5 SELECTED BY kS1EXIST CELLAR TO REMAIN 1 w CRAWL 5P E , OWER/ARCHITECT b FEW WOOD STEPS 1-0 PREFAB.PVC— 11 \ ' S � \ ON OR EWALLINS AND __COLOR AS SELECTED BY AS MAN1F.BY t ` 1P•0" • q `� , OKNMARCHITECT REX COVERED bFRI F91 PREFAB.&' X B' POST W/CAP AND BASE AS M ALINF.BY PORCH X/DECK ABOVE r,1 'ViL 15,q" 241 fY ,m FEW ASPHALT DRIV Y - m m FYPON OR EQUAL DEMOLISH EXIST. FRONT PORCH10 FINISHED SECOND FLOOR IN ITS ENTIRETY AUA4 CLAD.w0o0 TRIM 0 u L FM PREFAB.STRUCTURAL 6'X 6"FORCH POST BASE A6 MAIINF.BY FYPON OR EMAL p E G /� PREFAB.FRAILINGND A5ALLA5TER5 AS MAN1F.BY P L O T P L A N in ® VC FYPON OR EQUAL COLOR AS SELECTED BY SCALES I" . SOL' IQ I:111 FM M OHMARCHITECT PLOT PLAN BASED ON SURVEY TE ANTHONY 2000 Da•BICI Q FINISHED FIRST FLOOR LICENSED LAND SURVEYOR DATED.ULY 15,2000 � � 5L.T.M.NO. = SECTION 144 BLOCK 03 LOT 19 m - w WILLIAM50N RESIDENCE - - IO665 FECONIC BAY BLVD MATTITUGC,TOM OF SM2 ' x CEDAR 5TEP5 HOLD,SUFFOLK COUNTY,NY OU — ZONAIS INFORFIATIOw "' �=:3 - •`^i �_ »_ � J T. - _ - . DISTRICT R-/0 RESIDENCE.NON C.ORFORMINS LOT r! cs-- - z� '�.i: e:I:v_`--i -__:" ,r r��-+;:'= .':7-t'.e�t Yc�s_ 3:i':sj5' FRONT YARD KH04H=55' - - ..•'- '•^' _ ..:r'^•••" Itr#A YARD HININR4.W' I I I I O ry ORE 51DE YARD MINIMIH- 10' I I I I I I I O W Z \0 TOTAL OF SM SIDE YARDS NNMN=25' --N--------------rl—T----- J—_--------_L ——————— -- 1 ALUM CLAD.WOOD TRIM z MA OT.W10' - NAKLOTGOVMRA6E2az —I�_-- I I r i__----_ , 1.__I____ -N I I I I PREFAB.VINYL LATTICE ACCESSORY BUIIDINe-5'MIWMM ALL SIDE IN REAR YARD -- --- J-------------I-------- J----- I I ____ Z -r—(�--- r------------- I -r----- ,-------- MAK Hr.IN-O' rLL -- I I I L__J L_J L J I I FINISHED CELLAR SLAB Z N ––--------------------—__, __ —__ __—__—__—_____—__—__- _---- ---___ ----------------------J R 0 N T ELEVATION - LU � D J APPROVED AS NOTED DATE: "Z� o f B.P. q Z2&*6Z FEE: Id/&3/. 7F., By, _ NOTIFY BUILDING DEPARTMENT A .�, �'T- 7651802 9 AM TO 4 PM FOR THE _r FOLLOWING INSPECTIONS: 7 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE La o 2. ROUGH - FRAMING & PLUMBING S, 3. INSULATION 4. FINAL - CONSTRUCTION MUST ALL CONSTRUCTION SHALL BE COMPLETE FOR C.O. UCKNYSTATE CONSTRUCTION &THE REQUIREMENTS OF OCR 10885 PECONIC BAY BOULEVARD MATTITDESIGN ORON TRUC71OE 0 1 UNDERWRITERS CERTIFICATE F Q DRAWING INDEX REQUIRED 111 �1,;ICCUPANCY OR z p ;— 9S UNLAW FUL PROVIDE ANTI-SCALD AND/OR rp Q� ?�T �'ERT��I�' TTHERMAL SHOCK PREVENTING R LU OF OC�;@�9PAilCY DN�Y.CSTATE BUILDES AS TO ING CODT. E) < A-1 FRONT ELEVATION/PLOT PLAN A-8 SECTIONS AND DETAILS LU PROVIDE OPENINGS FORE z EMERGENCY ESCAPE AS PROVIDE SMOKE-DETECTING Z 111 A-2 LEFT AND RIGHT SIDE ELEVATIONS A-9 SECTIONS AND DETAILS REQUIRED BY PART. 714 OF ALARM DEVICES o o N.Y. STATE BUILDING CODE. AS TO PART 721.1 0. — o A-3 REAR ELEVATION A-10 GARAGE ELEVATIONS AND SECTION I'I_LIR aF l�a� N. BUILDING CODE. } � Qcl ALL PLUMBING WASTE � � A-4 FOUNDATION PLAN A 11 GARAGE FLOOR PLANS &WF:FEII LINES NEED d — TESTING BEPCERE COVERING If copper tubing is used 1111 A. for wrater distributing 11 System; A-5 FIRST FLOOR PLAN A-12 SPECIFI CATIONS/DETAIL S/ENER GY CAL CS,1 OPAL,LEAD CONTRENT OO'RE of types lI( or 1_only e Q A-6 SECOND FLOOR PLAN SANITARY RISER DIAGRAM CERTIFICATE OFOCCUPANCY SOLDER USED 1N WATER DO NOT PROCEED WITH SUPPLYSYSTEM CANNOT FRAMING UNTIL SURVEY A- 7 SECTION EXCEED 2/10 OF 1%LEAD- OF FOUNDATION LOCATION _ HAS BEEN APPROVED. C�icF FILE t wllllamanelevsArg O N_ v STONE VENEER ON MASONRY CHIMNEY Q PROVIDE M5 BARS IN SOLID GROUT CELLS a16' On • 16' O.C.BOTH WAYSENTIRE HT. TOP FOR FROM FIRST FLOOR TO TOP FOR LATERAL STABILITY Qp RIDGE VENT # aaaaaaa 12 EC12 40 YEAR ARLHIITURAL ROOF SHINSLES AS MAN1F.BY 12 CEfRTAINTEED OR EQUAL-COLOR AS SELECTED BY ONAIER ARCHITECT 12 S ALUMINUM CLAD WOOD FASCIA-COLOR A5 SELECTED BY OHI/ARCHITECT ® ® PREFAB. PJC RAILING AND BALLASTER9 AS MAl BY FYPON OR EGNAL CALOR AS SELECTm BY HEAVY GAWE VINYL SIDING AND OPWWARCHITECT TRIM AS MANIA--.BY CERTAINTEED OR EQUAL-COLOR AND STYLE PREFAB.B'X B' P05T HU CAP AND BASE AS MNUNF.BY AS SELECTED BY FYPON OR EQUAL � � � � � I � OY61ER/ARCHITECT ta IR Q FINISHED SECOND FLOOFl N ALUM CLAD.I TRIM _ _ __ __ __ __ _ �[ PREFAB.5TRllcTURAL 6'X 6"PORCH F05T I BASE AS PCRREE'F AND BASE,AS Mi BY O � O N ® ® _ Mi BY FYPON OR EQUAL FYPON OR EQUALrF LL-I Z PREFAB.PJC RAILING AND BALLASTERS AS MiBY IY� Iu OLVNER/ARCHIIEC COLOR A5 SELECTED BY _ Q Z v Q � iYx� m m 91191 fill r FINISHm FIRST FLOOR Q m Y — _ m ry 2"X CmAR STEPS - is) LU �`Y<=_ d-s•.;I-.._':.-v_?y_- -' -s. _.:r"-a,.r. -r. :._•:-�_r;;:.-:^__ _-. :�-'i�:x GRADE Q W - _ - ?,x .+.r-`.t.s- •Gf__t'_'r :'.iS=p Y�.s1. y - `s�j:.;..�� � in fV O I I I I P.T.WOOD TRIM I I I I I I L I I I I I I I I I I IF --------------- --- -------I- --I-� I ------i--i--- -I--�--- -- I I -- ---------1-J-------- _ I I I I-------- PREFAB.vlNn.LarncE --- I I L I I I L I T I I I I, I I I I I I T------------------------------------------------- I------ J -- -L-------------- J I I ,-----------I-- I I r-I--- , r--------- L_5---------t- ---------L L-J L-J LJ II I ---------------------- L—J LJI LJ —J L--I • ti. �'.. LEFT 5 1 0 E ELEVATION R 1 6 H T 510E ELEVATION xN2I/1'•Ib' .'•�� �va•.rn• UA O v n z Q Lu w QJ fA IY Jt N 111 i >° o p✓- m W Q z zz w 0 0v u LU o LU ° n J � _J � o DWG! FILE+wlllkrroonelevs.dwg U_1 RIDGE VENT a 0 # Q Q Q Q Q Q Q 40 YEAR ARCHITECTURAL ROOF SHINSLES AS MANJF.BY CETRTAINTEED OR EQUAL-COLOR AS SELECTED BY 044ER ARCHITECT 12 12� ALUMIMM CLAD WOOD FASCIA-COLOR AS SELECTED BY OHNER/ARCHITECT O ' PREFAB.P/C RAILING ARIDSELECTER5 AS MhN1F.BY FYPON OR EQUAL CALOR AS SELECTED BY OYAIER/ARCHITECT PREFAB.b"X b' PV( POST W/CAP AND BASE AS M BY FYPON OR SMIAL -777777 LLU HEAVY 6AUSE VINYL 51DINS AND TRIM AS MANUF.BY FINISHED SECOND FLOOR CERTAINTISM OR EQUAL-COLOR AND SME AS (y N SELECTED BY CRIER/ARCHITECT —_ALUM CLAD,WOOD TRIM 1 �[ ALUM L-AD.WOOD TRIM PREFAB.SIRUCNRhL 6"%b'PORCH P05T IV/BASE h5LU O V W N MARUF.BY FYPON OR EQUAL 1 PREFAB.P 6 RAILING AND BALLASTERS AS MARIF.BYZr ~ z m FYFON OR BOAL COLOR A5 SELECTED BY ® ® - DRYER VENT THRU w OWVEWARCHITECT ® Z N 114 11 PREFAB.b'X b'P/C P05T VU GAP ARID BASE A5 MN11JF. tll wV - BY"'ON OR MAL - Q/ FINISHED FIRST FLOOR 4 m QSPADE GRADW E AT FRONT OF HOSE ` P.T.WOOD TRIM I I I I I I PREFAB.VINYL LATTICEI I I CEDAR STEM I NEM STEEL BILCO CELLAR ENTRY DOOR L------ I L TO REPLACE EXIST. - I I I IF- L—J L—JL-------I I L—_J L—J I L—J L—J ( rJ I I EXIST. CELLAR SLAB ---L_—, HT1----------------------------- L--L------------------------------------------------L R3' AR ELEVATION x,ALs Or.W ' I ' W O z 4 < q a W } o O _J � o DW6.it FILE Nwllllanmr Il A49 N_ 52'-0" 64' 6'-O" 6'-4• b'-4" 4' 12"DIAFETER P.G.PIER STI TYR r j• A b —— —— 2"X 12' P.T.STRINGER ALL NEW FOOTIN65 TO 13E 0- A b VIRGIN BEARING SOIL BEARIN ____ 3 TON G CAPACITY 2'P.i.NAL Z-2'%IZ'P.T.Nxi Z-3'X IZ'P.T.NM 3-2'%13°P.T.lDR Z-Z'%D•P.T. g,-0" i1 0 I1 # a a a a a a a N N N Q � u 6/4'X6'G®Ift 0E0KIN9 EXIST.EXTERIOR CELLAR STAIR 1 PROVIDE NEW BILCO STEEL ENTRANCE DOOR 1 MAX.q'H.RISERS/MIN.q"TREADS PWS I I/8"NOSING 1 1 O V.IF. 18'DIAMETER P.G.PIER HANDRAIL PER CODE j 1 I TYP r ---T---� I ------------- i - _...I .. • . . 'a 1. I_2-3'.13'EZ ILPJH Hm SECURE NEW NFGUNDnnoN WALLS Irl4- rrEW FOOTINGS TO E%15T. r----W N5 BARS/DONELS• 16'OL.VERT IZ.AS APPLIG. r NOTE-ALI6N EXISTING FOUNDATIONIMBEDDED MIN. I2"EACH WNL 1 /COJM N5USE EPDXY NON SHRINK GROUT AT ST.- 1 BETWEEN GREAT ROOM AND KITCHEN ° I� ..rte BARSTYPIC�R 5'FROM FD6E FROM II • �M"� I1 8" q'-0"; 18'-2" 14'-3° I REHOVE E%15nN6 CELLAR WINDOWTLEAVE YPE OPENING FOR VENTILATION r l I I I 1 51/2"DIA.O.D.STL.PIPE COLUMN ON I I I I _T— _ _ 36"X 96" X 12"TH.REINF.P.G.FOOTIN6 I I PROVIDE ONE COURSE LOAD BEARI 6'H.X 6'TH.CFU ON TOP a r 1 7 r S-•5 BARS EACH WAY 2'x e•P.T.V1 0-04. M I (V OF EXISTING FOUNDATION WALL.A TO E%ISnNb WALL I I � 1�2-Z'X 12'LVL wr=7 elweA Z-2•%12'LVL I 61RMk TYPICAL I _ n 1 15 BARS/D'ONEL5. 16' OL.-FILL V IDS W/SOLID GROUT -- _ I x 1 I f I I Tr-r i_i—r r_ I I xll r — TYPICAL ON ALL EXISTING FOUNDATION WALLS I 1 i III 1 r I h T- X 1 '`l w20R�iNR lP l§ I fir——DEMO ExISr.CHIMNEYORI � — YY -L I I T s• lu-L ___ _ i IS'-3" I ?a Q I 2'.W?A016' G. 2'xl0'rA M' •D h __1�.6 _ — X•HPIN` I I I O W DA �U r NNaRAa rtn rxra Pl.u•on. \\ Z 3 1 m I 1 1O'�'f cwe g s1 i44' � L 1 N a Ti 1 VENTED - GPAWE VI 1Lv m -. SPtAGE CELLAR L- J n' 1 I I SPADE a I DUSTING 6'TH.MASONRY FOUNDATI2 TH.FL.SLAB ON PL.SLAB ry $T LL I I 2"TH.PL.SLAB ON h x x 1 f Q tQ WALL ON 12°H.%36"VL GONG.FOOT I N8L OOMPA� — 3'3" 151-3' ON WELL Tv TO REMAIN-VIF EXACT COWI6. _ FILL —1 1 x 1 1• COMPACTED POROUS FILL I mDL :u T: H nil N -4U•C I I I � 4--- TIfi" 7-q" I I I • ' I I �j�j 111 R� A-7 I PROJ5,1 FOOTING 2!2•%IY -1_ G j j FOUNDA?ION NULL-rNOTO --..AROUNO,,CHIMNEY1PLLF99 DDDR I / ri 01 I IFROVIDB 05 BAREBOTH WAYS IN FOOTI •°SATVIP EXACT LOCATION OF WIND.REMOVE EXIST.WINDOW AND FILL sr t� U`1nR w'r� a IN VU NEW MASONRY ANCHORED i0 E%15T. I e: r 1 -ANCHOR',CHIMNE(HO IF UNDER NEW 61RDER rITYR IAMETIit PL,PIERSTEP FOClNS AS MA%.SLOPE OI✓E VERTIC� LFv- ---__=---J ------------- - :• I nl- 3 TO TWO HORIZONTAL 1Id ON IZFN64' WIDE ---1-3� .T.--------- --- --I'I'-9"------_ ---- 4163 __I a r— -- x.•---- -- NEW 5'TH.PL.FOUNDATION L j HALL TOP OF WALL TO ALIGN W/TOP OF 1 I 8" 3 / - 12' DIAMETER PL.PIER o g" o VENTED 15-1 18" 9 %�±/ // / 1 TYP NEW CMU COURSE OVER EXISTING I F _ - -s a _ / / / FOUNDATION WALL 1 r x 6•cm ea uc%1xe • CRAWL /- - 1 I `� 6rx6'cmreeec%1xs / ;p Q I I 1 LL SPACE k' • 1 L J >„ 2°1H.PL.SUB ON 2' X 12'P.T.STRINGER b 1 I A ON YELL 1 I b .Q:/ / / / / / 1= TYP. Q n T+ h I COMPACTED POROUS FILL DEMO EXIST. PORCH POUND. _ Z-Z'%12'P.T.H L -Y a- •x1x P.r.HOR._— .L _ .,----,------ r----- — — L--- J __2 2 x / // / Lu ... ---_-----3' - �I. fm 1�yy. L -- -- � . F---------------- J --- \`; / / // ——————————-- < LuO I8' DIAMETER PL.PIER 5'-7't 9'-5" 4'-I I/8' '-IO l/8" LL m w v vz 6-0• T:_0. II�..O• q:_g" T�_g" 4 ^\� \\T� Z O zz V 15'-0" 24'-0' 10'-0' 8'-0' t11 a n AK-O.. Q FOUNDATION / GELLAR PLAN o SCALE: 1/4" Ib' � o DWG.% J-//XII I FILE MIIIIaroorlplancNg N S� 2" X CEDAR TREADS 2 �r A-8 4 pREFA5. pVc Top RAIL IAV in v v P,/C. BALLUSTER5 ASNMABNI BY FYPON OR EQUAL O N 6" X 6-' FVC U . POST HW PREFAB. WG POST GAP ci AS MANUF. BY FYPON OR E:OUAL i0 EVAx oEcfIel <1<1<1<1<1 aaaa a a A-8 VENT TRU WALL-- FOR DRYER 0 o - - - 111 N O DwW%W DWIIOOW MlOLO h. wO, -+E aUTM ns DRrd LOS PAN rte. w•x.cttHIN aP AK ONb FIN ATH I Y RM. FI .OH: III I O vA1utt � 12" u c c n IaooR Q 4r i II 3'-8 T � 14'-6' I- - B_ Y % ado M1� , III Id KITCHEN N _f O IIIId FIX OAK N.WUNS n IR ry urtFeF �� 2' III — ea § elm yL, � F III xl F1.D'O d11C I c K IO•Fib W OA x o T r:SD. `ESDI HALL O 4 0€g FIR OAK FIANN9 ''10 J 2 " .4 bAdrolO DOay n O YIj 1 x Ztl bb DDOIy R D AIR Ib da __ iv `D l'-4' 3'-6' S'-0" m II n �- O 4 A ¢ ON HVOPAIL CGDE D b'F •le O . v m PREFAB. 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BY FYPON OR EQUAL I — LU Q Y Q a]IO'W 2W WW& -2'XW F.FUSH HDR USNHDR 2-2'XITORF - X IT Of.FUSH HDR fi�.El%iFlNW�X 'N.FIK 1 IaERHI 1111 �f n al vv W x u x FIS evba " X CEDAR TREADS 7 ;Y \ FLEtlfRME WW.bW z UA Q 61-01/2, 9° AUDI" ' All ,' ' Q � 44 QY W } 5'-2" 15, 0. 24'-0" 10'-0" B'-0' 1.� m Z LL N O ° v F I R5T FLOOR FLAN � � � � 3 9c.YPIH'•I'-O' � � ly ALL(LVL)PRE ENGINEERED IPJDERS/EEAMS ALL BEDROOM WINDOWS TO BE SIZED TO ALLOW MAIN, STAIR DATA LEGEND f TO BE&rF LAM LVL AS MAWFACTWM BY EMER5EHGY EGRESS FER NY5 CODE FIRST 1-IN.FLR TO 5ECOND FIN FLP, SWR61A PACIFIC OR EQJAL-MIN 2DE 2850 450.Ff.OPENING ONE DIM.MIN IB" IIe";VERTICAL DIM. S.D. . SMOKE DETECTOR INTERCONNECTED N pal FO 42'AFF MAX.SILL HT. ALL HHDOWS TO BE 51ZED TO ALLOW 15 TRBh4D9 AT 12'EACH WITH I 11W1,1051145 �;EF. . EXHAUST FAN VENTED TO EXTERIOR ALL INSTALLATION TO BE PER MAWFAGTUR9t5 L16K AND VENTILATION FER NYS CODE 16 RISERS AT 7515',EACH RECOMMENDATIONS AND CODE INCLUDING 4%or ROOM AREA MIN CLEAR OF" VENTILATION CONIEGTION5,BEARING STIFFENERS,BRIDGING, 5%OF ROOM AREA MIN&LASS/NATURAL LIGHT ELOCKINS,FIR MING CONNECTORS,ETC. CELLAR STAIR DATA ALL HEADERS IN EXTERIOR BEARING WALLS TO BE FIRST FIN.FLR TO CELLAR SLAB . MINIMUM 5-TX W D'F U.O.N. 1005';VERTICAL DIM. ALL STRICT.LUMBER TO BE DOLTS FIR (DF.) 12 TREADS AT 10'EACH WITH I I/6"NOSING 1000 PSI STRENGTH MINIMUM UDN. 15 RISERS AT"';EACH 5 FILE MwlllkmeonpI=,d q z Ln 5'-4" 5'-5" 15'-q' ,q- 12'-q' 8'-I" 5�_g• T._T.. 5 CT rCJ A-8 2 A-5 2„ 2. ---- — ----- _ — F 1YL0]I DHwpW�W } woH. ID DWIDOH------ ----- / \ H 10 DIMS I \ �rlxsle. 5-2'x 12-PF.NOR LINE OF I K-IN vDv 111 HALK-IN III EF_ Iry Q $� .F. 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A BYO / OAK RAILING PER CODE PREF .LI/ AS I I FIBERGLASS INSULATION BRIDGING 7 � � SUN DECK Q TRAFFIC h1FT•tBRANE WATERPROOFING --— PRITAB.PVC RAILING PER CODE - OAK TREADS - --— -— / ARCHED VX ALUMINUM GLAD WOOD TRIM j— � 1 I PAINTED WOOD STRINGER I VINYL SOFFIT BOARDS W/VENTS Q INTERIOR BEARING L5 2"X 6'1001 STUDS 0 16'O.G.YU 10 HOFRIZC I MAL KIT BEYOND COVERED PORCH Q BRIDGING• MIDSPAN 6'X 6'PREFAB.PVC,5TRUGTURAL POST W/ O V O ry e' PTD.GYP.GRD, Q BASE W W ----- CEDAR DECKING Z LU \Y STUD GREAT ROOM EATING A i N 111 Q/ ------------ PRffAO.WCRAILING PER CODE UA < m r RANL 5PAG 2-2'x a"P.T.SILL NEW a"R V W ONE COURSE GRAWL SPACE E N y_ CM LO N6 MA5ONRY ON EXIST.L' NCREYE POW.WALLtu - ANCHOR 16"O,G.FILLDELLS SOLID T:- •-^. POURED CONCRETE FOOTING O lu Q ' EXIST. 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VINYL SOFFIT BOARDS HUQ \ TRAFFIC MENHRAItE WATERPROOFING OAK RAILIN5 PER CODE I I BATH ROOM ED ROOM B ROOM I I LOFT UPPER GREAT ROOM jPREFAB.PJC RAILING PER CODE 4 I I m PREFAB.L16HT COVE AS SELECTED I BY OMER/ARCHITECT ALUMINUM GLAD WOOD TRIM 2 I I I na I -I VINYL SOFFIT BOARDS H1/VENTSI It \-2-2'X BEARING PLATE I I I I I 6'X6"PREFAB.PJO STRUCTURAL POST --� KITCHEN BEYOND FOYER I i Q I CEDAR DECKING / \ BRIDGING j 4 BEYOND BED ROOM GL. STUDY I j CLOSET HALL GREAT ROOM PREFAB.PJc RAIU"PER CODE I I m PID.6YR BRD. I y w P.T.DECK JOISTS I Ll I GRADE I 1L r SIMILAR GRAWLSPAGE 1 '' POURED CONCRETE FOOTI IS, —I _�T• r I .. I ry EXIST. CELLAR a. _- a;`<: " L \\\ i Lu Bx1sr.P.C.SLAB EXIST. GELLAR -- Z ory - \ v Q t E%157.FOUNDATION WALL ON CONCRETE ��-- FOOTING v ' V � � — Q m IXC lb PIPE COLUMN ON FtEINF.POCKED �l CONCRETE FOOTING GROSS SECTION 2 ry w GROSS SECTION A� Uo� ®r"RR O z Lu ' I ' 4 d 2' X b' WOOD STUDS AT I6' O G. 2" H b' WOOD 5TUD5 AT 16" OG. 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Lu Lu F'A'94IN6 CONTINUE POSTS DOM AND SECURE TO DECK JOISTS O SOLID WORD BLOOKIN6 UNDER BEARING POSTS 2"X I2"P.T.LED6ER BIRD.SECUR®TO WALL STRUCT.W/V2"LAG BOLTS• 5TA66ERED TOP AND BOTTOM ,e ALUMINUM GLAD I"%WOOD TRIM TREATD WOOD HEADER GALVANIZED TECO TYPE HEAVY DUTY JOIST HANGER — GALVANIZED TELA TYPE P05T/BEAM CONNECTORS d' m N 6"X 6"TREATED WOOD POST PREFAB VINYL LATTICE SECURE TO POSTS AND TRIMfiGJ�� 2'X 6• PRESSURE TREATED DECK JOISTS• Ib"O.G. a 4 6ALVANIZED TWO TYPE POST/FOOTING CO BRID61N6 AT MIDSPAN NNC-GT - a TO ANCHORED POSTS TO FOOTINGS d � C d ° d - ° ° N d - GRADE 6' TIN POURED CONCRETE e': a. - - a - _ ° d FOUNDATION WALL - .i ^ d f D U 4 = POURED CONCRETE FOOTING ON TWO TON BEARING VIR61N SOIL 2"GRAVEL BED UNDER DECK d d m W 0 ° 4-- -4 ts)tu V _ K ID DWG! 5EGTI0N T H R U PORG DEGK I SECTION T H R U REAR DEG 2 SCALE: I' = I'-0" — f SCALE. 1" = I'-o• —� A � FILE%Hllllaroorw�0-°9°d'5 RIDGE VENT O PREFAB. 12'DIAMETER SCREENED LOWER VENT AS MAN1F.BY FYPON OR EQUAL m vvvvvv v v v v v v VINYL FISH SCALE 5112INS A5 MARP.BY LERTAIWEED OR EQUAL \0 12 _ 40 YEAR ARCHITECTURAL ROOF 5HINSLES AS MA%F.BY ---------------- 12 CERTAINTEED OR EQUAL-COLOR AS SELECTED BY OVWER ARCHITECT w 'O O I ALlT11NA1M GLAD WOOD FASCIA-COLOR P6 # a a a a a a a SELECTED BY 0VWER/ARCHITECT FINISHED ATTIC F WAVY 6AUSE VINYL SIDING AND TRIM AS NAME.BY CERTAINTEED OR EQUAL- COLOR AMID STYLE AS SELECTED BY ON1ER/ARCHITECT INSUL 6ARACE DOORS-COLOR AND RIDGE VENT STYLE AS SELECTED BY ON1ER /ARCHITECT 2'X 12"RID6E BOARD 6RADE---------------- 2 12 y;L` io-a".�a::ti.- ROOF RAFTERS AT WOA. I I CEILING JOISTS/COLLAR TIES AT 16'OL. VENTED SPACE CONCRETE APRON I I `---------------------------------- -------- - I/2'DIA hRU BOLTS J FRO N T E L E \/ AT I ON WOOD PANEL INTER OR R I 5 , H T SIDE E L E V A T I O N 5/4'PLYWOOD 51BFLOOR 9CAlL W'.I'C ry ~s V{'•I' 4 ry FIRRICANE TIE DOWN CLIPS AT Q r EACH RAFTER ,p AUIMINM CLAD WOOD FASCIA ATTIC / STORAGE Q) VINTL SOFFIT BRD.W/VENTS p- FLOOR JOISTS UA LU }. op RIDGE VENT "(2)2'X 4"WOOD BEARING PLATE z r K (•() _ v < zc`tly 2'X 4'WOOD STUDS% @" OL. 5/e' f.R GYP.BRD. BRIO61N6 AEARI NAT1N5 6'-0' ! 11 2"H.HU = ^ PREFAB. 12"DIAMETER SCREENED LOUVER VENT AS MIANIF.BY FYPON OR EQUAL— BEARING PLATE v ) � � m 12'EXT.GRADE PLYWOOD SHEATHINK V v 2-2'X 4'TRTD.SILL PLATE GARAGE m VINYL FISH SCALE SIDING AS MANE.BY LERTAINTEED OR MAL - v v v v v CAGRADE - ^ OL vv vvvv U ) (�/ 40 YEAR ARCHITECTURAL ROOF SHINSLE5 AS MANF.BY 12 LU ff Igo, LERTA1Nr®a LLI OHeRALOLOR A959.EGTED BY 2� ------------_---_-- �y O Q OVER ARCHITECT _-_____- DAMPPRoOFIN6 ON i n 6"TH.FL.FOLRDATION WALL ON 6'X 16"PL.FOOTING 4 - n 4' OMP PL.SLAB ON VAPOR BARRIER ON HELL COMPACTID POROUS FILL PREMOLDED SLAB EDGE FILLER PERIMETER Com: ALUF11N1M CLb{'100D o FASCIA-COLOR ASI�A SELEL'fED BY OPM/ARCHITECT 5EE DRAWING A-12 FOR ADDITIONAL INFORMATION FINISHED hT11L ----------- HEAV ® \ _ O \ AS F BYE VINYL 51DINk5 AND TRIM AS MANIF.BY LERTAINTEED OR EQUAL- LLJ Z v \ COLOR AND STYLE SELECTED BY n OVER/ARCHCH ITECT z o INSLL STL DOOR !U W WW ":r::l - _- mss:--,z,-=." .:.._• _ - -_.,-__ / --SRAM � IIIWYYYd Jl I � � I I LU � O I I LU I ------------------------ w z � 1L ---------------I U U O LEFT SIDE ELEVATION ID � o - REAR ELEVATION U ~ '.LNC IH'•p0• �y L4 1A L LLY U l K Q DWG.% FILE II wlIIkmsongmayedwy O 24'-0" 24'-0' 24'-0" j 12'-O" 12'-0' LL� r ---- -------------------------------- _ ------ ——————— --------- •, I �!. I is 27F %EMLr j Q Woor$rAIR DON Q 15 RISERS s. I I I ^ m e"TH.POURED CONCRETE FOUNDATION WALL ON I = I I I 12' X 24'REINF.POURED CONCRETE FOOTING.._ I yI 3/OILING PER LODE RAILING PER CODEHOUR FR WALL-ZiI YER 5/D'TYPE%GYP BRD EACH SIDE T AND 5E iSLOPE UP II GARAGE I /, 2'.b'Ll/G.T..16.Oz. I l e l UNEXCAVATED I I 1 I NEM x 6-PE z IW TH. Pi C,SLAB oil vRE�BARRIER - 1 ATTIC PTORAGE P ON MLL COMPACTED POROUS FILL 4 4 4 4 4 V // 14'H.GPI SERIES 25 WOOD I BEM FLOOR JOUSTS 12'O.C. n til v I •:` I � 1 �� I I I I � �1 � � I � I MAM1F.BY GEORGIA PACIFIC OR EQUAL I LAYER 5/8'TYPE%GYP BRD ON CL6.ABOVE1 - a I - nl �I I Irl g I k ALL NEW FOOTIN65 TO BE ON I r: Ir.D'RRa 14 oz. I 2•.e'R110 WO' . VIRSIN UNDISTURBED SOIL I 1 F — r I "•. I I _ I I I I 1 I I I •r I I = 1 I I I I I I I I I - L----------------- ------------J :< I 2-2'X @'DF.LEADER 2-2' N L•DF.HEADER 1 I I I _.: -- ----------- P .AFRO ------------ -- — 2-1 PA. ^, 1 L ———— W.X T'H. INSUL.ON.GARAGE DOW D'W.X T'H IN5UL.ON.6ARA6E —_—— J .4oeC3e+ NOa6 ` , D = O 3-0• 8'-0,. 2�.d• g,-0.. 3,-0.. 3-0.. 8�_0. 2.-0,. 8,-0. 3'-0. 12'_O" 12.-0. [� ,F—\ DEPRESS WALL AT 6ARASE DOORS PRESS WALL AT GARAGE 0 O O 24'_0" 24,_0, 241-0 � � Z. 1 � zN FOUNDATION PLAN F I RST FLOOR PLAN 5EOON ® FLOOR PLAN Lu SLILE.I/4'•IW 5LALEi W'.I'b• SCALE: I/4" • I'-o' ALL LVL PRE ENGINEERED HEADERS/BEAMS TO BE G-P LAM LVL AS MANIFACTURED BY N GEORGIA PACIFIC OR EQUAL-MIN.20E 2850 pal Pb — ul ALL INSTALLATION TO BE PER MANUFACTURERS O Q RECOMMENDATIONS AND CODE INCLUDING CONNECTIONS,DEARING STIFFENERS,BRID61W BLOCKING,FRAMING CONNECTORS,ETC. ALL HEADERS TO BE MINIR M 2-2'X D•D.F.UDN. ALL STRUCT.LUMBER TO BE DOW FIR -': p4a"+ ✓" M`,' , 1000 P51 STRENSTH MINIMIM UGH V n z Q w J U� m O J ILu 4 � mLu Uz 0 Lu uV W Q �i DWG FILE 0 wllllammWz e OENERAL AND GONSTIRUCJION NOTE 6.C.TO CHECK ANP VERIFY ALL CONDITIONS AT THE FRAMINS LUMBER SHALL BE STRESS RATED DOW-FIR MI CONSTRUCTION SITE BEFORE BEGINNING ANY PHYSICAL WORK WITH 11%M 015TLRE CONTENT-MIN. 1000 PSI IN BENDING STRESS HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE ROOF CONSTRUCTION PLANS,SPECIFICATIONS AND ALL OTHER INFORMATION HEADERS AND TRIMMERS TO BE DOUBLED WHERE REQUIRED AT FIBINCLUDING 60VERNIN6 CODES,LAWS,ORDINANCES,ZONIN6 SKYLIGHTS,STAIRS,OPENME,ETC. DOUBLE ALL FLOOR JOI5T5 (NERAL SU BAS®ASPHALT COATED 2'X b'CEILINI6 JOISTS/COLLAR TIES a 16"OL. AND REGULATIONS. UNDER PARTITIONS PARALLEL TO SAME AND OVER 6'-0"LONG MINERAL SURFACE SELF SEAL SHINGLES N.L.CLASS 2'X 6"COLLAR TlE5. L. 'A'LABEL)ON 150 FELT UNDIVRLAYMENT ON 1/2'TH. ROOF CONSTRUCTION ALL WORK SHALL CONFORM TO THE NEW YORK STATE BUILDING INNI.E55 OTHLiW115E NOTED PLYWOOD 5HEA7HIN5 ON ROOF RAFTERS 1`I5MLA55 BASED ASPHALT COATED CONSTRUCTION CODE,THE N.Y.S.ENERGY CONSERVATION ALL EVILT4P MOD 61RDER5 AND HEADERS SHALL NOT HAVE Z MINERAL SURFACED SELF SEAL SHINSLE5 NL.CLAW CONSTRUCTION CODE AND ALL LOCAL CODES,RULES,REGULATIONS ANY SPLIT ON THE WIDE FACE OF ANY MEMBER 6REATER THAN p ALUMIFLTA GUTTER W LEADBUS fl.YW�D ON 150 FELT UNDERLAYMENT ON 1/2' TH. AND ZONINS LAWS. 1/2 TIMES THE WIDE FACE. UT IF,DURINS THE COURSE OF CONSTRUCTION,A CONDITION EXISTS PROVIDE SOLID BLOCKINS/BPJMIN5 AS FOR LODE IN ALL FRAMINS CORNICE RED UGTION WHICH DISAGREES OR CONFLICTS WITH WHAT 15 INDICATED ON THESE OVER&-0" IN LENGTH AT MID5PAN AND MAX 8'-0"OL. ALUMINUM COVERED .FLASHING PLANS AND SPECIFICATIONS,THE CONTRACTOR SHALL NOTIFY THE INLES OTHERWISE NOTED ALL WINDOWS AND DOOR OPENINGS WOOD FASCIA,VINYL SOFFIT BOARD W ARCHITECT IMMEDIATELY. SHOULD THE CONTRACTOR FAIL TO SHALL HAVE(2) 2' X T HEADERS ABOVE- HEADERS EN REST ON SCREENED VENTS ALUMINUM GITITER W LEADERS FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE ON DOUBLE SIU)POSTS EACH BEARING SIDE.PROVIDE SOLID 2"X SOLID BRID61H5 CORNICE GONSTRUGTION SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE OF. VERTICAL SUPPORTS TS EACH ALL BEAMS AT MID5PAN OL. <' (2)2'X 6'BEARING PLATE 5TORA6E AL1R4INN LOVER® 1/2'TH.6YP.ORD ON HDOD FASCIA,VINYL SOFFIT BOARD W ALL FLOOR JOI5T5 SLPPORTINS BATHROOMS AND KITCHEN AND CONTRACTOR SHALL EXERCISE 6000 JJD6E ENT IN ORDER TO CEILING JOISTS EXTERIOR WALL GONSTRUGTION SCREENED��' MINIMIZE DAMAGE TO ANY EXISTING AREAS AND COVITONS. EXISTING ��Y EQUIPMENT SHALL BE SPACED AT 12°OL. 3/4'PLYVD.51.BFLOOR R-30 FIBER6LAf IN5UL. VMri SIDINGS 15 x FELT FULL.hYMENT PLYWOOD TIDE DOWNS AT EVERROOFRAFTERS ARAF WALL AND ROOF SHEATHING SHALL BE 1/2"EXTERIOR 6RADE PLYWD. Q SIEh1HIN5 ON 5110 WALL W FULL FIBERGLASS R-15 INSULATION W7R1`DAMAGSJ A6 A RESULT OF NEW CONSTRUCTION SHALL BE C RESTORED TO THEIR ORIGINAL CONDITION,AT NO ADDITIONAL PROVIDE STRUCTURAL METAL CONNECTORS BY 'TECO PRODUCTS' HURRICANE TIE DONS AT EVERY RAFTER (2'X bb� Ib'O.CJ I/2'GTP.BRD. INTERIOR T 1 57 GEST To THE O HE IR BY SIMP'AN OR EQUAL FLOOR CON5TRUGTION DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SGALS7 AT ALL SUIT CONNECTIONS OF STRUCTURAL MEMBERS. DIMENSIONS. M.T5J (GALVANIZED AT EXTERIOR). SECOND FLOOR FINISHED FLOOR ON B/4'TI.PLYWOOD S RELOOK PLUMBING- INSTALL ALL WATER,WASTE,SOIL,AND VENT PIPING ON YDGD FLOOR JOISTS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION IN 5TRICT ACCORDANCE WITH THE NEW YORK STATE PLUMBING p 2"X b'SOLE PLATE OR 055MVATION OF CONSTRUCTION. CODE AND ALL LOCAL CODES HAVINS JURISDICTION. BAND DRANINSS AND SPECIFICATION5 AS IN5TRUFENT5 OF SERVILE ARE SANITARY DIBBF05AL SYSTEM FOR A NEW 51NSLE FAMILY RESIDENCE SHALL BE # a a a a a 1<1 <(2)2'X b'BEARN6 PLATE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER SUFFOLK COUNTY DEPT.OF HEALTH APPROVED FOR CM16N AND INSTALLATION (2)2'X 4'5EARIN6 PLATE THE PROJECT FOR WHICH THEY ARE MADE 15 EXEGUI®OR NOT. THEY ELECTRICAL-ENTIRE INSTALLATION SHALL HE IN ACCORDANCE BRID61N5 ARE NOT TO BE USED ON ANY OTHER PROJECTS OR 51TE5 OR FLOOR JOISTS EXTENSIONS AND EXPANSIONS TO h115 PROJECT EXCEPT BY MITTEN WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE(NEL1 2'X SOLIP BRID61N6 50LIP 2X ELOCKIN6 AT MID HT.STM.STUDS ASRffMENT ALON6 WITH APPROPRIATE COMPENSATION TO THIS ARCHITECT. AND THE RULES ARWULATIONS OF THE LOCAL UTILITY COMPANY. AT MIDSPAN DIAGONAL BRACE I'LET-INS AT CORNERS EXTERIOR WALL CONSTRUCTION ID ALL ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED. VINYL SIDING ON 150 FELT UNDERLAYMENT ON 1/2' TH. MERE JOIST HANGERS OR STEEL FRAME CARRIERS ARE USED AND PLYWP.5HEATHIN9 ON STUD WALL WHERE 'TECO'TYPE CONNECTORS OR 6U55ETS ARE GALLED FOR ON THESE All CONCRETE SHALL BE CONTROLLED STONE CONCRETE HAVING A •TIT.GYP.BRIO.ON X 4b NY OLE A.TYERNATIN6 H15. DRAWINGS,ONLY FASTENERS RECOMMENDED BY THE MANUFACTURER MINIMUM COMPRESSIVE 5TRENSTH OF BODO POUNDS PER SQUARE FLOOR JOISTS FLOOR GONSTRUGTION I/2'GYP.ORD. INTERIOR ARE TO BE USED. INCH AT 28 DAYS. Q FINISHED FLOOR ON 3/4'7H,PLYWOOD SIREFLCOR 4 PROVIDE h STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS, EOTTOM OF ALL FOOTING SHALL BEAR ON VW15TURBM 501L HAVING A MINIMUM BEARING CAPACITY OF TWO(2)TONS PER SQUARE FOOT. FIRST FLOOR � ON WDOD FLOOR JOISTS GARAGE � SOLID 2%BLOCKINlS AT MID Hi.HAW.STUDS DIAGONAL BRACE I'LET-IN5 AT CORNERS THIS ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS SILL CONSTRUCTION METHODS,TE HNIOUES SEQUENCES AND PROCEDURES EMPLOYED BY UO.N.ALL AUXILLARY RAPIER TIES SHALL BE 2' X 4' S AT VOL. SILL GONSTED WOOD N CONTRACTORS IN THE PERFORMANCE OF THEIR WORK,AND SHALL NOT SE TIED BALK A MIN.5 C7.6.BEAMS WHEN SUCH SEAMS AND RAFTERS ARE (2)2'%4'TREATED WOOD SILL ON FELT LNADERLAYhENT-ANCHOR RESPONSIBLE FOR THE FAILURE OF ANY CONTRACTOR i0 GARRY OUT WORK PERPENDICULAR TO EACH OTTER (2)Z'X b'-ANCHOR BOLTS SILL '- FELT UNDERLAYMENT-ANCHOR SILL W 1/2' AWHIOR BOLTS• 6'-0' OL.AND MAX. IN ACCORDANCE WITH HIS CONTRACT WITH THE ONNER AND IN ALCO;V- SILL W I/YN ANCHOR BOLTS 0 6b'OL.AND MAX 12'FROM ANY CORNER AWE WITH THESE PIANS AND SPECIFICATIONS. ALL MOOD AND STEEL COLUMNS TO BE PROPERLY BRACED AND ANCHORED 12'FROM ANY CORNER HEATING SYSTEM TO BE CAPABLE OF MAINTAINING A 70 DEGREE F. HEADER HAIR INTERIOR TEMP.WHEN o DEGREES F OUTSIDE TEMP.W 15 MPH WIND TERMITE SHETLD ITE SHEILD NO NOTE OR DETAIL OR LACK THEREOF SHALL BE ALL NNDOWS AND GLASS DOORS 70 HAVE A U'VALUE OF 335 MAX. E LINE LIME CONSTRUED AS RELIEVINS THE CONTRACTOR FROM ALL (HIGH PERFORMANCE INSULATED SLASH) ST�ATTEE AND/OR LOCAL CODES. ON OF ALL MORK IN ACCORDANCE WITHENTRANCE DOORS TO HAVE A CERTIFIED U'VALUE OF.45 MAX - •• - ` '- - .4-rte.• - i- F .bv +.e' a i &::��} .�5 e.S a� 34 5; _ 1}E CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL SE INSTALLED ON THE CEILING IN ALL SLEEPING AREAS,ON EACH FLOOR AND IN THE CELLAR 2"%SOLID BRID61 Y '` ' WITH ALL LAYS,ORDINANCES,REGULATIONS AND ORDERSi A5 PER N.Y.S.CODE ..i:. PRB-0O!DED SLAB BOSE FILLER PERIMETER OF AUT14ORTTY BEARINS ON THE OF THE WORK IND(INDICATED ON THE DRAWINSS.PERFORMAIGE WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OF INTERFERE NTH R-26 FIBER GLASS IN5UUTI 4 DANPAROOFIN6 ON e'TH.PL. -.• STRUCTURAL FRAME,REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE FOUNDATION WALL _t_ CRAWL SPACE y Q Y THE CONTRACTOR SHALL SCHEDULE ALL IN5P5GTION5 AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF WALLS,CLSS.,FLOORS,ROOFS,ETC. _ rc1 AND OBTAIN ALL APPLICABLE CERTIFICATE OF OLCLpANCIE$ e 411 THA^POURED X CONNIA N.N. FLOOR SLAB W DAMPPROOFIN6 ON b"TH. PIPING SYSTEMS CARRYIN5 DRINKING WATER SHALL HAVE A MAXIMUM NEW INTERIOR DOORS SHALL BE HARD50ARP'COLONI5T'SME,PRIME PLUS TWO r _ 6 X 6-WI.4 X WI.4 W14.F. ON b MIL. POURED CONCRETE FOMA71ON /, • "- " . - -^ ,.:.�: - - - : .. �.%j POLYETHYLENE VAPOR BARRIER ON 4'TN -� WALL LEAD CONTENT OF 20% FINISH GOATS PAINT,DOOR HARDWARE SHALL BE SCHLA6E OR EQUA-AND OYNER APPROVED Q - • WELL COMPACTED POROUS FILL 5 PAI J .°< a>::ij.d?:.5i �:>`,a::'a SLOFIE SLAB TO DOORS I/8' PER FOOT ALL EXTERIOR EW05W METAL,STEEL,ETC.SHALL 6L.SHALL PROVIDE ONE PRIME COAT OF PAINT/ TWO FINISH COATS.(INTERIOR) 'PBRFO BE PRIMED AND PAINTED 2 COATS OR BE GALVANIZED 4IIAIID DRAIN TILE IN GRAVEL BED-PITCH 70 DRY WELL 6L.SHALL PROVIDE ALL TEMPORARY SUPPORT AND OR BRACING WHICH MAY BE WATERSTOP IT 15 A VIOLATION OF NEW YORK STATE LAW FOR ANY REGUIRED DURINI6 DEMOLITION AND CONSTRUCTION O v O {V 1w LLI } 2'TH.POURED CONCRETE FLOOR SLAB 2-N5 REM BARS CONTINUOUS 2 -16 REINIF.BARS CONTINUOUS PERSON,UNLESS ACTINB UNDER THE DIRECTION OF 6L.SHALL PRWIDFJIN5TALL SHELF AND POLE IN CLOSETS,BUILT IN SFELVIFK L- Z 1 ON b MIL. THE LICENSED ARCHITECT TO ALTER THESE PLANS - J -Y m POLL COMPACT VAPOR BARRIER ON 4'TIM. CONTINUOUS POURED CONCRETE 12"H.X 24'W.CONMNIW� POURED CONCREtE IN ANY WAY. IN LINEN CLOSETS,PAINT FINISH. �> YELL COMPACTED POROUS FILL FOOTIN6IW 2'X 4'KEYWAY NG W 2'X 4'KEYWAY ON VIR61N TWO TON BEARINS 501L ON 4R61N TWO TON BEARING SOIL THESE PRMIN55 AND 5PEGIFOATION5 HAVE BEEN PREPARED BY THE ALL STRUCTURAL 5Tff1 TO BE A-36 FABRICATED AND � � � Z CV PREMOLDED SLAB EDGE FILLER PERIMETER ARCHITECT AND TO THE BEST OF HIS KNONLED6E AND BELIEF ERECTED ACCORDING TO THE A.ISL.LODE , (� t Wh113STOP MEET THE RECUIRE^ENT5 OF THE N.YA ENERGY CONSERVATION CONSTRUCTION CODE. GL.70 PROVIDE ALL FINISH MOLOIN65 AROUND DOORS,WINDOWS X x !L t AT FLOOR/NALL INTERSECTIONS <l T FICAL HALL SECTION AT MOUSE - NEN HALLS TYPICAL NALL SECTION AT PETACHED CARACE ALLFIREPLACES SCODET57QBECPRES14 CONSTRUCTEDAND N o- INSTALLED PER NYS CODE - PROVIDE FRESH AIR VENT ANY VARIANCE OR SPECIAL EXGEPTION REDIIIRED FOR THE CONSTRUCTION • (1 SCALE: I/Z" • I'-0' SEE CROW SECTION FOR EXACT CONFIGURATION $GALE: 1/2" = 1'-0' 5EE GROSS SECTION FOR EXACT COHNSURATION ACCORDING TO T14ME PLANS 15 THE SOLE RESPON5IBILTY OF THE OWNER ANY SOIL BORING REPORTS ARE ROOF SH THRU ROOFTHE SOLE RESPONSIBILITY OF THE OWER/6L. Lu 4' INCREASE TM FLA --U O Q L( ROOF FLASK THRU R0 THERMAL PROPERTIES OF 5UILDINO MATERIALS GONFORMINO ENVELOPE DESIGN ROEILING -" 4 INCREASE TIM OF / CNALL 5 (O P A Q U E ) SUMMARY OP TOTAL THERMAL RATING UNE Vl3✓T CAVITY J0STS COMBINED COMPONENTS AREA U-VALUE THER-RTC :^;• COMPONENTS R' R' COMBINED •ygRR U CAVITY 5T11D R U �OWALLSLN6 1617 OS p BUILDIOUTSIDN6 DIAPER .21 O6 36 Xl XT OUTSIDESHINOLES AIR '17 .IT GLAZING-WINDOWS 2545 OS +264 FLOORS/ OVER UNHEATED SPACE 1718 .057 U+ '� r____ ���,7-�-_ 2'V. 1\'V _ 2'x/. _ 5HEATHIN6 .62 .62 +18 I r r r---�--- -� 5 1/2" FIBERSLA551NEUL. 1900 - #_#SIDING 21 .21 DOORS 80 .45 -` I\ V. II\'V. 1 , I\"V 1\'VI I BUIL DIN6 PAPER .06 .06 -Z3 I I I\'V{ JOI5T5 6.88 5HEATHIN662 .62 1` lI B . VENT i DRYWALL .45 .45 5 I/2" FIBER6LA55 INSNJL. 19.00 V r I I IN51DE AIR U-1 FIN.SECOND FLOOR I I I I I I .61 .61 STUDS 4.38 Z' I ' _ __ _ _ __ p_ _ _ _ _ DRYWALL .45 .45 1-N 1 1--1 3•LB, I I A•V. Z'D 13'L.B. I IN51DE AIR .68 ,68 LINE OF EXTERNO - I 1"DRAIN I r 2'DRAIN I TOTALS 21.19 6.57 19.55 .OS 13"V. I I , I 21.12 9 1q.3 Or, TOTALS Q I I I PLR. / UNHEAT SPACE z 2v I I PLR./ AMB 1 ENT GOND. \ I B'SOIL I I ALL PIPING MATERIAL TO CAVITY Jol5T coMAB1NED COMPONENTS L Q/ m II\"v. n V. I n'vl COMPONENTS PLu . R. COMBINED L4 � )- BE 500 40 P.VL.AND/OR CAST I I5O1L I R U CAVITY J015T R U I 1 I AS REOV.BY LOCAL CODES I INSIDE AIR FILM lu .92 .92 INSIDE AIR FILM ,q2 A2 CIP oz Z FINISHED FLOOR .68 b8 FINISHED FLOOR .68 68 � z V FIN FIRST FLOOR I -__- I/2"D SUHFLOOR .62 .62 O I1T D SUBFLOOR .62 62 - - --- - --- - -- - ---- - Lu FA Z' AIR SPADE 1.141.14 AIR SPACE 1.14 1.14 GRAPE IN 8 3/4" MBERSLA55 INSUI . 25.00 6 3/4" FI5ER6LAS5 INSUI . 25.00 .\L A. JOIST q,32 Jo1sr TOTAL THERMAL RATING +Igq L�l X O W / 9.38 yl CA. SOFFIT .40 .40 Z TO OOXX1ST N6 4'HOUSE DRAIN B'HONE DRAIN SANITAR�SY5TI3H TRAP STILL AIR FILM .61 b1 OUTSIDE AIR .IT 17 NOTE: IF TOTAL THERMAL RATIN& 15 ZERO (o) OR 6REATER,THE DE516N FOR BUILDING ENVELOPE COMPLIES WITH ENERGY CODE. ABOVE DE516N VALUES BASED ON 6000 DEGREE DAYS. V .. KCELLA FLOOR_ __ -_ _ - -_ ---- - _ -__--_-_ -- _ _-_ PERCENT OF 6LASS To WALL AREA = I5% �LI ENVELOPE DEVON COMPLIES WITH N.Y.5. N Q TOTAL 28.g7 1329 26b5 .03'1 TOTAL ENERGY CONSERVATION CONSTRUCTION CODE. 0 TYPIGAL SANITARY DRAINAGE RISER DIAGRAM NOTE: 50LID WOOD SECTION5 DIVIDING CAVITY EQUAL 11% ; OP AREA--U=11/R 26b 037 Dw6. w 6:A FILE A w", 2&q /441/ 11 �-- RIDGE VENT N PREFAB.SCREENED LQIVB2 VENT AS FIANE.8>'FYPON OR EQUAL 40 YEAR ARGHITEGTURAL ROOF SHIN&LE5 AS MAN.F.BY GERTAINTEED OR OEQUAL-Wd�ARCHITECT A5 SELECTED BY ® II ,WMIM1M GLAD WOOD FA50IA-COLOR A5 ® � .,SELECTED BY OWVBt/ARCHITECT PREFAB.DECORATIVE PVC,HEADER TRIM 0 �,�` 5 d.fi'e141p'�•')ten..: ® e ® ® ® ® B FLASHING i _ DO NOT PROCEED WITH A�iLmwl�rroas DOORS yl Z � j tr^ ��J VINYL SRJTTER5 FRAMING UNTIL SURVEY - — FINisNED o OF FOUNDATION LOCATION K�l VINYL CORNER TRIM -—- --- ALUMINUM GLAD s7oRA6EPLOOR-- � HAS BEEN APPROVED. - --- WOOD FASCIA-COLOR AS ------ Q � SELECTED BY ONAIER/ARCHITECT ` PREFAB.P/C,NON LOAD BEARING 15Y w/ - BASE AND CAP A5 SELECTED BY E1 a � 11 D D IN51L TEMP.6LA55 ARCHITEGT/oPWR HEAVY 6.136E VINYL 51171N6 AND TRIM L A5 NAME.BY CERTASTYLE S SE EC EQUAL- o IN5UL 5TL DOOR 0 l COLOR AND STYLE AS SELECTED BY i - OVER/ARCHITECT S � INSUL GARAGE DOORS-C,7LOR AND SME A5 5FIECTED BY Ok4 R/ARCHITEGT 6RAVE I I I I I I I I I I I I I I I I L-------------------, I I` CONCRETE APRON I I I I I I I l DENOTES PL.FOUNDATION i4ALLAND FOOTING _�--------------- I --_--------_--- -STEP FOOTING A5 RBQIIREO BY GRADE MAX SLOPE ONE VERTICAL TO TRIO HORIZONTAL I LEFT 51DE ELEVATION FRONT ELEVATION I .PCk ARCA.SAAj N024 4 9TEOFra��� Z W W RIDGE VENT N PREFAB.SCREENED LOWER VENT A5 MANUF. BY FYPON OR Eg.I.Ai 0 6} L\}4�1 .N-' 'fes 40 YEAR ARGHITEGTLL AL ROOF SHINOSLE5 A5 MAN1F.BY '' - O CLRTAINTHFD OR EQUAL-COLOR A5 SELECTED 81' -- W O'iAlER ARC HITEGT �ALUMIINIM C,LAo WOOD FASCIA-COLOR � R7flFF[lR SELECTED BY didd32/ARCHITECT _. - !I p� �"rJ'�, `t -0' CONGEALED FLASHING FM R a r f-. !�!°�4 II: ALPL TRIM AND 566j I � I„ , Q' ` N L — - lo/ FINISHED STORAGE FLOOR- -� '- VINYL CORNER TRIM- ._ __ - ALUMIPUM GLAD MOOD FASCIA-COLOR AS —__ _ £ Y 5ELEGTED BY OWNER/ARGHITEGT PREFAB.PJC,PON LOAD BEARIN6 COLUMN W BASE AND CAP AS SELECT®BY -1 ARCHITECT/OVWER LH HEAVY 6AU6E VINYL SIDIPI6 AND TRIM .1 A5 MANUF.BY CERTAINTEEP OR EQ/AL- I _ COLOR AND STYLE AS SELECTED BY OPM/ARCHITECTLu Q - I C ) u Q .r GRADE > I $ 141 V, H Joz-- ----------- --- I— W O U o Lu *'— I 1— L L --CONCRETE APRON I L J Q ! < Lu Z Y 1 L_Jr-------------------� DENOTES P.G.FOUNDATION WALL AND FOOTINGLJ------------ <Q O V U —5TEP FOOTING AS REQUIRED BY 6RADE MAX.SLOPE ONE F VERTICAL TO TRWO HORIZONTAL REAR ELEVATION Lu RICHT 51D ELEVATION N LL — d) v I Ab Lr�lh 4FR 'li1"52002�� J � I FILE a wIIlbTmDB cgP2002dwg 36'-0' STAIR DATA: 15 RI5ER5 0 lbl'EACH = 9'-10'�TOTAL RISE I II'-0" 10"MIN.TREADS PLUS I }'N051N6 14'-0' 8• 4,-0.. _____ _ ------ -------------------------- - ----------- ----- - _—__ LINE OF ROOF OVERIIANK ABOVE O O - ______________^�2x p _—__—__—__ _________ _____ ___ N Mb6+<al= x I 3b 6/B UKR ry Q Woo AIR I I I m 1 IS RI I I LEVEL SLAB AREA AT SEAR OF 6ARAbE m WOOD STAIR DOWN p 15 RISERS 36'H.RAILING PER CODE lip I o- IRAILING PER LODE I I 3/4 HOUR FIRE RATED WALL MIN. I I x I LAYER 5/8'TYPE X lSYP BPD EACH 51D6 T AND 5 , & " ATTI G STORAGE -o' R--M11, ,TION SHELF I I I I 0 1 2'X 12'RID6E BRD. m ^ � d p 1I aaaaa � a y9 I V I A0. � 1L T IY ry j c` THREE GAR CARA(DE 8 1 I e� 10. ,+ pum CLIP LAYER Sid' TYPE X GYP BIRD ON CL6. / ' I \!L 6 r— r r— --- --- " ;xH. i t @� I IIIA 11I a{ 4 g of v. I I I I VartED SPACE "I f "I �� rv' 1 'x 6'R 0 16'O 5P E SPADE I I � I I I i I I I I I I I I 'x 6'R 01610 ',:5' 0 16"0 SPACE I 2- 3/4'X111/8'LVLH 1 1 2- I /4'X 11 V8'LVL Pr+'ADER I 1 ' 1 ' x4'C.J.016'O x4'CJ,016'O. & 'x4'C.1.016'O & `� ry 2- 13/4'% IIV 'LVL I I II I 7 .n O &' R Xe'H.INWL.O.H.GARAGE POOfB' .X 8'H. 1145W.O.H.GARAGE DOOR 8' k X B'K INIL.O.H GARAGE DOOR � � o � 2I wroowz J I 4 p `r ------- -- u of ROOF _ " I " ROOF BELOW ROOF W L ______________ LI OF ROOF OVERFIANG ABOVE PREFAB NON LOAD BEARING PVC COLUMNS WITH LAP AND BASE BY FYPON OR EQUAL 12' DIA WITH I6'X 16'BA5E A-3 A-3 AI 3 A 3 ALL LVL PRE ENGINEERED FaEADERS/BF BY GEORGIA F4 N GERTO BE IAP LAM LVL A5 UAL-MIN. 2 2' 7' 2 7' 2 T" 2-l' 2 l 2 7" GEORGIA PACIFIC OR EQUAL-MIN 2DE 2850 II'-O" II'-0" p.gl• PBI Po �� ��I,-��y✓yy, 3'-0" 81-01 3'-0° 8'-01 3'-0° ALL INSTALLATION OF 6PI WOOD I JOISTS To BE 5'-10' S'-2" 51-10" 5'-2" PER MAWFN TURER5 RSLOMFIENDATIONS AND 4'-5' U r-. STTIIFFFFENERS.BRID6INN6 INCLLVINC ,BBLOLKI,,FRAMING H , �j T /� PLAN CONNErTOR5,LTC. F I R I F L O J R I L A N ALL READERS TO BE MINIMUM 2-2'%e'DF.U.O.N SGN.E,V4'=I'4' SEGOND FLOOR PLAN ��-1 �I m ALL STRllCT.LUMBER TO 8= DLY76 FIR SCALE: 1/4' = Ib' 1000 P51 5TRENCTH MINI FIUM WX 0 Q 15, 05 OQ'�_,�;�' `• 1\0-3 61 --� u; NEW I I/2 STORY I 7 jARA6E \ 4 7 bNp �<�' a EL ROOF OVERHANG 1 bC �O NEW ASPHALT DRIVEIAY A AqLU 'O' 2AA 1' Q ` 4 PLOT PLAN NEW BRICK WALK 7 II EXIST CELLAR ENTRANCE 1 Y F SCALE: 1' = 30.0' TO REMAIN `� N INEW WOOD G NWINWOOD STEPS 4 PLOT PLAN BASED ON 5IRVEY By ANTHONY LEW4NDOWSKI . _ NEN COVERED 1 Ip LICEN� ND SURVEYOR DATED XLY 15,2000 Lu Q o Lo W' / , PORCH W/DECK ABO'` 5L.TM.NO. =5ELTION 144 BLOCK 03 LOT 19 / Q Q <�) 1 NEW&2 5T RY \MMOL15H EXI5TINB � (FRAMJl 15TORY FRAME DNELLING 10885 PECANIC BAY BLVD. EX15T CELLAR TO REMAIN , �' CRAJ^IL.5P E/ —NEW BRICK WALK \ MAT ITUCK TORN OF SOUIHHOLD,5PFOLK CONTy,Ny < Lu b '—NEW WOOD STEPS ZONIN5 IWDF ATION. > DI5TRIOT R-40 RENDEfU. NON CghTiaFla 5 LOT X z FROM YARD MINIRH=35' < LIJ ' _ 1l'A• ; REAR YAFD MINIMUM=35' (1/ -y Z IOW GRED y O O 1,� ONE SIDE YARD HIMMM=10' '`C`` L • 2A"0" -O' 11 " NEW ASPHALT DRIV64AY TMAL of BXH=-'IDE YARD`MINI"=25' PORCH W/DECK ABOVE .P> . 15,x• 0' MAX.M.5Vb' - O V V 1 1A'S•' O A[GE�BNLOIN6-V MINIMM ALL SIDES IN REAR YARD z DEMOL15H EX15T.FRONT PORCH _ /' HAX M.IB'4'MID M.F GIA TO RIaE IN ITS ENTIRETY , {�p0` LO O --i-jOO LI O 5 0 U L E U EO0 0p Ca O P c DW6 it A-2 ROOF GON5TRUGTION GENERAL AND FILE%HIII�,p2002dw9 FIBERGLASS BASED A P 4ALT COATED -0MUERALSURFACED SELFSEAL MENr ON IU,L.N.EXT GONSTRUGTION NOTES A'LABEL)ON 1511 FELT IE DOWNS AT E E Y R F EXTERIOR GRADE PLYWOOD HURRICANE TIE DOWNS AT EVERY RAFTER 2'X 4'DOLLAR TIES 0 46'OL, 6L.TO CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION 517E BEFORE BEGINNING ANY PHYSICAL WORK. 2'X b'CEILING JO15T5 0 Ib'O.C. HE SHALT-FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS,SPECIFICATIONS AND ALL OTNER INFORMATION .FLASHING INCLUDING GOVERNING CODES,LAWS,ORDINANCES,ZONING ALUM eUTrE 2 N LEADER5 AND REGULATIONS. z _____ _—_ _____--_—_— _ _ ALL WORK SHALL TO THE ORK STATE � : ._. `,.' :7, --. .. - ._. :: .:.. ..• :-._= '..is...- }r..:.,,.': 5�4 =-'.L:I. :+< .:",:• I, y _,:-.7-,.-•'. ':..:::...:.:..a::.'._".:.:: ;. ?r C[.�:-.. : .:-c':�=' CONSTRUCTION COD�THERNYS.ENERGY YCONSERVATION TIDING _ N 4 -------------------------------------------------------1 ." CONSTRUCTION CODE AND ALL LOCAL CODES.RULES,REGULATIONS v CORNICE GONSTRUGTION AND ZONING LAWS. ^� b'TH.POURED CONCRETE FOUNDATION WALL ON +': ALIMINLM COVERED IF,DURING,THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WOOD FA5GIA,VINYL SOFFIT BOARD N/ WHICH DISAGREES OR CONFLICTS WITH WHAT 15 INDICATED ON THESE I 12'X 24'REINF.POURED CONCRETE FOOTING SCREENED VETS PLANS AND 5PEGIFIGATIONE,THE CONTRACTOR SHALL NOTIFY THE (2)2'X b'BEARING,PLATE ARCHITECT IMMEDIATELY. 5HWLD THE CONTRACTOR FAIL TO 1 FOLLOW THIS PROOMME,AND CONTINUE WITH THE WORK HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARI5N6 THERE OF, I •+ STORAGE `SOLID 2X BLOCKING AT MID M.BTWN.5TUD5 DIAGONAL ERAGE I'X 4'LET-INS AT ALL EXT.CORNER5 �i�YYY CONTRACTORMINIMIZE DAM SHALL ANY EXIT CINE A EAS AND IN ORDER i0 UNEXCAVATED IK I ;3 I 3/4'PLYWD.SUBFLOOR MINIMIZE DAMAGE TO ANY EXISTING AREAS AND CONDTTONS. EXISTING I I NEW SLOPED 4'TH.P.C.SLAB REINF.IN tC WORK DAM66W A5 A RESULT OF NEW CONSTRUCTION 514A.L BE 6 X 6-WI.4 X W 1.4 WE ON VAPOR BARRIER EXTERIOR WALL GONSTRUGTION RESTORED TO THEIR ORIGINAL CONDITION,AT NO ADDITIONAL COST TO THE OWNER. ON HEMCOMPACTED POROUS FILL VINYL SIPINS YMENT ON I/2'TH. PLYWD,5HEATHING ON SND WALL Q ALDEDDRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SC X b's 0 Ib'OLJ DIMENSIONS. I2' Y .BBD.INTERIOR U.O.N.CONTROL JOINT GpQ a a a V a a N 4 ARCHITECTHAS NOT BEEN RETAINED FOR ON 517E INSPECTION # l :_' O LE ry 2'X 6'SOPLAT: OR OBSERVATION OF CONSTRUCTION. .'•� PRMN65 AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE 1 g I BOX HEADER AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER 9i 9, •, I THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON AM OTHER PRO.ECT5 OR SITES OR 2)2'X 6'BEARING PLATE EXTEWIONS AND EXPAN510%TO THI5 PROJECT EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO THIS ARCHITECT. S s I FLOOR JDI5T5 I LAYER 5/6'TYPE 'X'FIRE RATED GYP.BBD.ENTIRE CEILING WHERE ,0157 HANGERS OR STEEL FRAME CARRIERS ARE U5M AND WHERE 'TECO'TYPE CONNECTORS OR 6U66ET5 ARE CALLED FOR ON THESE > BRIDGING AT MIDSPAN OR MAX.8'-0'Of,. ADRAWI ONRE TO 13E LY FASTENERS RECOMMENDED BY THE MANUFACTURER I ALL NEW FOOTNx 70 BE ON I SOLID 2X BLOGKIN6 AT MID HT.BTW STUD5 PROVIDE A STORM DRAINAGE 5Y5TEM FOR ALL ROOFS AND PAVED AREAS. I ' VIRGIN UND15M RBED SOIL I 6ARA6E DIAGONAL BRACE I'X 4'LET-U5 AT ALL EM.CORWR5 TH15 ARGHITEGT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MFA1,15 ` I ' MEROD5,TECHNIQUES'SEQUENCES AND PROCEDURES EMPLOYED 13Y SILL GONSTRUGTION ______ _ _________________j CONTRAGTOR5 IN THE PERFORMANCE OF THEIR WORK,AND 5ALL NOT BE _____ (2)2'X 6'TREATED WOOD GILL ON SILL SEAL UNDERLAYKN T RESPONSIBLE FOR THE FAILURE OF ANY CONTRACTOR TO CARRY OUT WORK • 4 :T.i-'�`°: _ ANCHOR WU IY2'�X IG,' L.ANCHOR BOLTS 0 6'-0'O.G.AND MA%. IN ACCORDANCE WITH 1415 CONTRACT WITH THE OWNER,AND IN ACCORD- . 12'FROM ANY CORNER AWE WITH THESE PLANS AND SPECIFICATIONS. ry Q TERMITE SHETLD NO NOT=OR DETAIL OR LACK THEREOF SHALL BE LINE CONSTRUED AS RELIEVING THE CONTRACTOR FROM PC.APRON PL.APRON Q _ _= •�;_. _ :_.,_.- - • _ ,. i- �-' F]�GIITION OF ALL WORK IN ACCORDANCE WNH ALL ry ••°r'a&% ffi�.::i . :j n::i° o.; STATE AND/OR LOCAL CODES. 16"DIA.P.C.P]ER/FOOTTNJG PREMOL.DED SAB E06E FILLER PERIMETER THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,REGULATIONS AND ORDERS I Z a OF ANY PUBLIC AUTORTTY BEARING ON THE PERFORMANCE A-5 A-3 _ 4 OF THE WORK INDICATED ON THE DRANN65. _ m THE CONTRACTOR SHALL 5CHEOULE ALL INSPECTIONS �1 4'TI.POURED CONCRETE FLOOR SLAB W/ DAMPPROOFING ON b'TH. AND OBTAIN ALL APPLICABLE CERTIFICATE OF OCOIPANGIE5 �I 6 X 6-WI.4 X WI.4 W.W.F. ON 6 MIL. I'-6' II'-0" II'-0" II'-0" ,I'-b" POLYEnWLEE VAPOR BARRIER ON 4'TH. POUR®CONCRETE FOUNDATION WALL ol WELL COMPACTED POROUS FILL 12'H.X 24'K CM UCUS POURED CONCRETE ALL EXTERIOR EW05ED METAL,STEEL,ETC.SHALL c\T 3'-O" 8'-0" 3'-0' SLOPE SLAB TO DOOR5 1/4'FER FOOT _ INS W/2'X 4' KEYWAY BE PRIMED AND PAINTED 2 COAT5 OR BE GALVANIZED 8'-0" 3'-0' ON VIRGIN TWO TON BEARING 501E DEPRESS,WALL AT 6ARA6E DOORS DEPRESS HALL AT GARAGE DOORS DEPRESS WALL AT GARAGE DOORS IT 15 A VIOLATION OF KEN YORK STATE LAW FOR ANY O 2 -MS REINF.BARS COMINUOIY PERSON,UNLESS ACTING UNDER THE DIRECTION OF FFY---III THE LICENSED ARCHITECT TO ALTER THESE PLANE` O U Cri Q TYPIGAL WALL SEGTION AT DETACHED OARAOE '"ANYWAY, w w c-, F O U N D / \ T O N P L N SCALE: 1/2' = 1'-0' SEE GROSS SECTION FOR EXACT CONF16LRATION FRAMING LUMBER 5W1 BE 5TRE%RATED DpJ6-FIR MI �], M a M WITH IQ%M015TWE CONTENT-MIN. 1000 PSI IN BENDING 5TRE55 ��''}}••��1 r.� SCALE,V4'=I'9' H1H W C 1 HEADERS AND TRIMMERS TO BE DOUBLED VdIHtE REQUIRED AT 5KYLI6HT5,STAIRS,OPENIN65,ETG. DOABLE ALL FLOOR JOISTS CV %'��,♦•U A5 > UNDER PARTITIONS PARALLEL TO SAME AND OVER 6'-0'LONG P4 •4A/ UNLF350THERWISE NOTED �I rr��ii x�yj c;��T�O f y ' Qj ' �P b� ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE � N � �,q�� O: ANY SPLIT ON THE WIDE FACE OF ANY MEMBER GREATER THAN (�•,,.- 1/2 TIMES THE WIDE FACE. PROVIDE 50LID BLOCKING,/BROOM AS PER CODE IN ALL FRAMING O W RIDGE VENT— /v ,�'„Ry'Q,�L 9 l CP'A 024 Q� 3 OVER b'-0' IN LENGTH AT MIDSPAN AND MAX.8'-0'OL. W g� `�°""i" ;A� T I l �F NE''�1 A_5 UNLESS OTHERWISE NOTED ALL WI DOM AND DOOR OPMN65 'WADERS - WADERS COLLAR TIES AT 48'OL. 12 CT1 w)f /A� 2'X 12'RIDGE BOARD OONGEAL W E,ASHINB ON DOUBLE STUD POSTS EACH BEARIABOVE IN6 SIDE.PROVIDE SOLID ON qj 6R4G0 �Q f VERTICAL SUPPORTS UNDER ALL BEAMS ROOF RAFTERS AT 2'X 10'RIDGE BOARD 12 WALL AND ROOF 5WATHING SHALL BE 1/2'EXTERIOR GRADE PLYWD. HURRICANE TIE DOWN CLIPS A7 VENTED SPADE VENTED SPACE 2 APROVIDE T ALL BUTT�7cn 5�0�SIR" 'ITI MMBE�.PRODUCTS' EACH RAFTER 4 V2'DIA THRU BOLTS U N (6ALVANIZ®AT EXTERIOW. r, AIJMINIM GLAD WOlD FASCIA (212'X 6'WOOD BEARING PLATE 2-2'X 8'VEADER \ \ PINDICT- INSTALL ALL WU+TTTH,WASTE,SOIL,AND VENT PIPING IN STRICT ACCORDANCE WITH THE FEW YORK STATE PLUMBING IS'-0"t 12 IS'-0"t \ \ VINYL SOFFIT BRD.W VENT CODE AND ALL LOCAL CODE5 HAVING JURISDICTION. VINYL SOFFIT BRP.W/VEJT5 2'X b'WOOD STDG 0 16' OL. L 1\ (2)2'% V HOOD 5FARN9 PLATE �. ELECTRICAL-ENTIRE INSTALLATION SHALL BE IN ACCORDANCE hJ`} i 1 1 11 DN.WINDOW WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODEMEL) '(T ! FOIID FAC®FIBBRGLA55 INSUATION I Y�H� �� �" 5 I IL \. Bio Q AND THE RIDES AND REGIAATION5 OF THE LOCAL UTILITY COMPANY. - -J ATTIC STORA 1 ATTIC / 5TORAGE �j p (� I _ czy, e 2'X 4'WOOD 5TXA5 0 Ib' OL. �p ,p LONCFAI.®FlA5H11 ALL ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED. - p BEARN5 KNEE NALL 7 �'J 1 1 (-� ! 3/4'PLYWOOD`..UBr1-COR N 2'%lo'LEDGER BRP, ALL CONCRETE SHALL BE CONTROLLED STONE CONCRETE HAVING A r Lu AIRSPACE L \ 3/4'P,YHP.S•BROOR MINIMUM COMPRE551VE 5TRENGTH OF 3000 POU05 PER SQUARE u 4- V2'DIA TIRI)BOLTS INCH AT 26 DAYS. �L• BOTTOM OF ALL FOOTING SHALL BEAR ON UNDISTURBED SOIL HAVING w I I 1 NUM GLAD WOOD FASCIA A MINIMUM BEAMS CAPACITY OF TWO(2)TONS PER SQUARE FOOT. L1-J > W J Q p INS A5 REQv- U.O.N.ALL AUXILIARY RAFTER TIES SNAIL BE 2'X 4" 5 AT 16.OL, 1- J Q (2)2"X b'WOOD BEARIN6 PLATE ------VINYL SOFFIT BBD.IW/VETS 1101TIM BA IKK A MI .3 EACH OTHER WHEN SUCH BEAMS AND RAFTER5 ARE 5/6' FR GYP.ORD. BRIDSI� BRIDGINS V 1 [fl (X 2'X W WOOD 5TID5 0 16' OL. TECO TYPE CONNEGTTOR I/2'EXT.GRADE PLYWOOD SHEATHING A 5'-2" ALL WOOD AND 57i31 COLUMNS TO BE PROPERLY BRACED AND ANCHORED LLI Q f 1NREE GAR GARAGEWINDOWSl� n�/ Q g PRffA1.DBfORATIWE Pvc LOLLMN Y THREE GAR GARAGE a ALL ERFAND GLASS DOORS A HAVE A u'VALUE OF 33s MAX l.. ,� 2-2'X b'TRTD.SILL PLATE r $ ON PL.PIER+FOOTIWB w SEGTION 2 M16H PERE°RMM LE"S " m6A55' ENTRANCE DOORS TO HAVE A CERTIFIED U'VALUE OF .45 MAX. COIL,APRON SCALE: I/4' = I'-0' �_3 A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED � L ON THE CEILING IN ALL SLEEPING AREAS,ON EACH FLOOR AND IN THE CELLAR O Q Q F A5 PER N..YS.CODE DAhNPPRO0FIN6 ON z - • . ". -. .- = WHERE MEGHANIGAL EGUIPMEM OR PIPINS PENETRATE OF INTERFERE WITH � - ry 5'N.P.C.FOUNDATION WALL— STRUCTURAL FRAME,REINFORCE FRAME AROUND OR ADJACENT 70 INTERFERENCE z O ON 12'%24'PL.FOOTING ry AS REWIRED TO MAINTAIN 5TRUCTIRAL Q O Q / INTEGRITY OF WALLS,CLOG,FLOOR5,ROOFS,ETC. Q X Q x n 4'TH.REINF.PL,SAB ON VAPOR BARRIER ON REQ SHALL PROVIDE ALL TEMPORARY NSTRUGSUPPORT AND OR BRACING WHICH MAY BE L U WELL COMPACTED POROUS FILL PREMOLVED SLAB EDGE FILLER PERIt•EMIR REWIRED DIIRINIG DEMOLITION AND CONSTRUCTION Q ALL STRUCTURAL STEEL TO BE A-36 FABRICATED AND I f ERECTED AGCORDINB TO THE A.15.G.COPE --1 SECTIONI SECTION 2 6L.TO PROVIDE ALL FINISH MOLDINGS AROUND DOORS,WINDOWS Q SCALE: 1/4"= Ib' /� _� SCALE, U4"= Ib' _� E AT FLOORMALL IN1ER5[GTION5 p 7 DWG,O ANY VARIANCE OR SPECIAL EXCEPTION REWIRED FOR THE CONSTRUCTION ACCORDING TO THESE PLANS 15 THE 5OLE REGPON51BILTY OF THE OWNER A- 3 ANY SOIL BORING REPORTS ARE THE SOLE RESPONSIBILITY OF THE OWNER/6.C.