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Home My WebLink About39353-Z r4�g11EF(1(q.% Town of Southold 10/9/2015 t �' P.O.Box 1179 ;* s 53095 Main Rd `-ii* �,tti�r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37834 Date: 10/9/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1905 Fairway Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-14.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/29/2014 pursuant to which Building Permit No. 39353 dated 11/7/2014 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: alterations and additions, including screened porch and attached two car garage, to an existing one family dwelling as applied for. The certificate is issued to Weber Jr,Robert&Weber,Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39353 8/12/2015 PLUMBERS CERTIFICATION DATED 9/30/2015 / Steven Per�ri tina Aut r o ed - gnatur . � � TOWN OF SOUTHOLD %g�ff0L moo �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39353 Date: 11/7/2014 Permission is hereby granted to: Weber Jr, Robert &Weber, Patricia 24 Sunset Dr Manhasset, NY 11030 To: construct additions & alterations, (including a two car garage) to an existing dwelling as applied for At premises located at: 1905 Fairway Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.20 Pursuant to application dated 10/29/2014 and approved by the Building Inspector. To expire on 5/8/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,415.20 CO -ADDITION TO DWELLING $50.00 Total: $1,465.20 /. # • Building Inspector 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,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. IC3 — /— New Construction: Old or Pre-existing Building: t/ (check one) (� Location of Property: /,®C �Gpi W b c.-(i-4,d-.0,-,R-,A6! lr House No. greet Hamlet Owner or Owners of Property: RU Le/ f y� �f�' e A74yc.>u "0-7, Suffolk County Tax Map No 1000, Section /Of Block Lot 1A�, ze, Subdivision Filed Map. Lot: Permit No. ? 7Date of Permit. //— 7 ZOO Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 50 Qa . �l Applic. ' Signature oc&N%® SOutj Town Hall Annex N. ' 1 0 Telephone(631)765-1802 i 54375 Main Road illit Fax(631)765-9502 P.O.Box 1179 Q 4 roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 .t` 4O •1 `? ��`oU �' �1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert Weber Address: 1905 Fairway Drive City: Cutchogue St. New York Zip: 11935 Building Permit#: 39353 Section: 109 Block: 5 Lot 14.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B.J. Electric License No: 2670-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical - Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 31 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors Main Panel 200A NC Condenser 3 Single Recpt Recessed Fixtures 53 CO Detectors Sub Panel NC Blower 3 Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 52 Twist Lock Exit Fixtures TVSS Other Equipment. 1- Hydro Massage Tub, 3- Exhaust Fans, 5- Paddle Fans, 1-200A Transfer Switch, 4-GFCI Circuit Breakers,5-ARC Fault Circuit Breakers Notes: x,41 Inspector Signature: / Date: August 12, 2015 Y Electrical 81 Compliance Form.xls ,®A,pf SOO*: Town Hall Annex ,� ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 COMO al -.,,. #I# BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION • • Date: V5C)//5---- Building Permit No. ,? 9 3 S Owner: koheci A/e-, cr (Please print) Plumber: Ste e prt s Ii (Please print) • I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1 ' (Plum•ers Signature) Sworn to before me this S • day ofoZ '-1 , 20LS-- j,/,e0,14' S—( / ( Notary Public, //a/2da.0( County EILEEN M CHIORAz l Notary Public-State of New York NO.010H6066808 Qualified in Nassau County My Commission Expires 3 73 513 - FSO _ ''W cf, <1\ # * A ICI TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ F DATION 1ST [ ]' ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] CAULKING REMARKS: Cly di* )~ &67/1-p16,/— 74€1/-10 ' , ti , tfe-"k9iC ct it) C E. , 7 e JJJ 410 /`C YI DATE •, INSPECTOR - I. 3 73 sr _ /0„„s0045„ ,,.41 ,4,0; ---_!4-coutrN,V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ , FOUNDATION 1ST [ ] ROUGH PLUMBING 45716 [ ] FOUNDATIO [ ] INSULATION J.?, D [- ] FRAMING / RAPPING [ ] FfiNAL & [ ] FIREPLACE & C [ ] FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c,b,...-A- A.,J-A dr- C-1 _..7747 ejt"--, , e- — DATE I 1Ate II.< INSPECTO - , 1, I 343 j- ---f,__ ____ ,�o .: ��Fsooryolo,` __ :* :ca �o -_,-,coutrrok,;:,..0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ KROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING FEMA ' : 91) ff fia Gyx#6_.L i_ .1_____ , ,,Atig,i„. '( --- r- 7' DATE ' I S INSPECTOR , 4cP. ,,,iii �/ - _ . cf C ;#g #1; •' `'- ,, LDB \ 1TOWNOF SOUTHOUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION tLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ODE VIOLATION [ ] CAULKING REMARKS: <• DATE INSPECTOR . ,, OF SOU"74 ` sA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI. © N [ ] FOUNDATION 1ST= [ ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: p2t"„1/ q!,z_-e..4<:)(:PkDj (d-tt DATE INSPECTOR �. 373 ,51 -ls iee trg TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESTS ENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL RICAL (FINAL) [ ] CODE VIOLATION [ CAU �:... G REMARKS: :/atAA-4--"Zt/D 6,7 (-43\ DATE 3/3 (7/.5 ' INSPECTOR t * * Co cL1 a4. ---2"00Uiff0';01.1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN3ULATION [ ] FRAMING / STRAPPING [r} INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 8 3 /5° INSPECTOR ��o.cf.�OE SObTyolo'; # * $1 I . � 1, i MUM V:11.1 °\°/'r,A/ (?)13 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY•INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) i' <] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR I . ,,,,,,,,,,,,, rv),i, ‘ .(e ,iis�o�Of SO(/r:.icr_olo A SI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLU BING [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING / STRAPPING [ ` NAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENiTRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /62-- --- L E i! 4 DATE ' ft u INSPECTOR 3:4 '`'1, FIELD]NSPECTXQN REPORT DATE , • COMMENTS lit) pt tet, r ,.i ".E.. 4i f 1' r' " I) g FOUNDATION(1ST) .1s)/ �' • • ' wa!% . 4 1 1 �� ' ' OL)* 1 ' lie FOUNDATION(2ND) . • • . /7)4 (5;1.; CNA: • • . , - '' "A, l'4,All . ,y0( 44-41-5/7-- -Ae?L. . , 4 4.e.-- ' x/61) $ • ROUGH FRAMING.& - j `I �y PLUMBIN •G 9� , 1� _ �` l • fi24-e.(--_ 0 • =, , 3 -3/ r.. �id. a . (-___;447., . 60 ..... .,---<4..i 0 1r INSULATION PER N.Y. . . • , STATE ENERGY CODE i►6Y , _. : . . .. _. . . .3 4-6 iter.. .— 4 z- &-1,4_ . .. , 4,4,014.ea, ' . ,/ 2,^-,1_.1 - r% r . , • , FINAL / r • ' ADDITIONAL"Co i I NTSr'-' -` • . . . . • • A- 9- 15 • 15 Q .20 ' g i-cc*-i c— dpSig . , '10#.31351 re P40i A .43",i BIai15 c Ce/4"rr.) - Z I P- • y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health KI . SOUTHOLD,NY 11971 4 sets of Building Plans V TEL: (631)765-1802 Planning Board approval N/4 FAX: (631) 765-9502 Survey V SoutholdTown.NorthFork.net PERMIT NO. 33 S 3 Check / Septic Form N A N.Y.S.D.E.C. I/' • Trustees - Flood Permit L /� Examined //1/2 ,20) Storm-Water Assessment Form • Contact: Approved ///7,20 /1- Mail to: 1 & Disapproved a/c 2+ i iNISPT c- MAS}-14SS1:=j, i(030 rV Phone: S I 6. Expiration 7 ,20 76 i 1 �'l�r 1 Building Inspector APPLICATION FOR BUILDING PERMIT Date . 2014 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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 authorizeq: specto o rg d d ding for necessary inspections. L OCT g �n l Cigna e of appl�ant or name,if a corporation) 4 f � f S 6 ( by . 314 JJY//a AD ;;; P-01- (Mailing address of applicant) ; ;flI ) State whether applicant is owner,lessee, agent, architect, engineer,general contractor, electrician,plumber or builder Name of owner of premises 1k\ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 141.. d P 3 LI- 6 00 0 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: . 905 rAl A7 ��r ��-► I-�c�c u� House Number StreeV Hamlet I County Tax Map No. 1000 Section I C I - Block 0 5 Lot O[4 Subdivision 11(i/ ' Filed Map No. 60 6,G, Lot 2d 3; 2. State existing use and occupancy of pre 'ses . .d intended use and occupancy of .roposed construction: a. Existing use and occupancy c: L . 5 b. Intended use and occupancy ilL ° 3. Nature of work(check which applicable):New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4P I IQ 000 . / Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units_ Number of dwelling units on each floor ` If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existinn s Ictuies,if any: Front 71. 0 Rear / 1 -0ll Depth 50 01 Height 231-C7 I5-o Number of Stories 1 t 2 Dimensions of same structure with alterations or additions: Front 94-.81 Rear f oQ.81 Depth 42.2 212.D Height 1 Co-O Number of Stories . ..(ADC7(7to0S) 8. Dimensions of entire new construction:Front — Rear — Depth HeightNumber of Stories 1 9. Size of lot: Front I 7�.0 Rear 200• ®I Depth al&.05 10. Date of Purchase 7-/P-a d 1 y Name of Former Owner elite2/44 G j 'r17sz 6 I/19v k 11.Zone or use district in which premises are situated -fO 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO ✓ 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO Y 14.Names of Owner of premises F.• -I` Address 1 q05 -r-AueloAy Pialhone No . . Name of Architect M lC1-1 L.7 Pte,J Ab I Address 123`x'. g726,4 Phone No 6'31-75(-3&' (.7 Name of Contractor 4--IIS`TgIG PC--'T/�{IS Address87MO1.1RC Ave.- Phone No. C,3II • &el-•13' 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO / *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY yEQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES,D.E.C.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 o survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 9-A. F h1 L 112:Tbeing duly sworn,deposes and says that(s)is the applicant (Name of individual signing contract)above named, (Stpe is they! (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 b fore me this 1 CYNTHIA A WORSDALE day of (-)'" 20/' Notary Public-State of Now York No.01W062D1V/In Suffolk County Com t8/5kth 14411p.ii 21,2018 Notary Public gnature Aphcan T)' E C E - W E ,�'��i' *Of SO/p.,:-.. FEB -9 2015 aJ �� p j Town Hall Annex I 54375 Main Road • Jig ; Telephor}31}_V7651/01%D t P.O.Box 1179 `; Q �� rogersichertatoVll�in�i .southoid.nv.us i Southold,NY 11971-0959 �1 i - t�' U1�11 y,"rrrrr' f ".,...' • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - - REQUESTED BY: 1(06‘, Date: 44/7,( Company Name: .e3,-/_ . Name: ,- License No.: 2 7t) A � Address: f3,0" �2z� • /Pe- ,07.,/#0- c • Phone No.: £`6 g8'' ©ll O . JOBSITE INFORMATION: (*Indicates required information) - *Name: /94 lik.-- --x- *Address: •1 q2 y j FAI-( 1 - N.0 r-keatad rdz&z,zi}s *Cross Street: ‘6"Le *Phone,No.: • Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . • • (Please Circle All That Apply) ' *Is job ready for inspection: YES/ NO Rough In Final I *Do•you need a Temp Certificate: YES ( O Temp Information(If.needed) ' i . *Service Size: . - 3Phase 100 150 200 300 350 ,400 Other I. *New Service: Re-connect Thdergrour Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION CP (. 82-Request for inspection Form .•oli soupy-O Town Hall Annex � •1/4,14 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �� Southold,NY 11971-0959o ---17 COUNTY*V-•' ... September 17, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Robert Weber Jr 24 Sunset Dr Manhasset NY 11030 Re: 1905 Fairway Dr, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: /Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39353 —Additions/Alterations ! SURVEY OF LOT 20 MAP OF FAI RWAY FARMS N FILED FEBRUARY 15, Ig74, MAP No. 6066 SITUATE: GUTCHO&UE W .i E TOWN: SOUTHOLD !,,,, SUFFOLK COUNTY, NY S SURVEYED 04-16-2014 SUFFOLK COUNTY TAX # ' 1000-IOa-5-14.20 CERTIFIED TO: , PATRICIA \ 4i;.i rak a 3 .OI j:��.T I:Al j:,j,, ; a • ! I Fairway I asphalt roadway 1711(1)4 li Way ; i 4;D, 388° 38'20"E 175.01' i 1 IN i i t I I it i 1�- ch I a I A I , sbve i I GOV m % •O ENTRY Okri ar 5*.-7'_ M CT tl.0 00' - I- -- r, 2 Story 1 a Frame n she n N ' House Lot 26 i t — fig. n - zz iv tx r- zz 24.0' *_-� I ri �I - brick pakto t . } pixy. \CCCECCOMMECOD I . l�p, 6 .5' n 63' Ft � �# out hedge. ' el ' shower < 0 14.67' b04,4 V shed I o 1a I C.:. 1 Lot 20 $ ; iO i I Om' o l • Ig o i I � g t WI ■ 1 Lot 25 ' N89°12'10"W 200.00' , i i Lot 21 1 ' i i 4OF NE1,y y k.sP o�0 C. Ek, O • , ,:. �S' VaLaorttod Wombat or madam to a.mry 1 'V /0Wolohan mop boars aOr�tlb �p�y NM ba .L * an d..attont?6'y.bsration 2,d Ym I i I?'t�y. � 4 * ' IYw YorkBtdo edzaYon Loaf j i '11II.y `P� YAty ooe�a..ha.tlr oa#W dtli i --i--,=-.., ,,:;;;;---:Ir✓'�+ ' Q' stap.d..a ran bs car■ta.a.d to b.�.a trn %sedum ,.Nd t.ro.Np�� mdadrtide"r , 1 `o ba YuN ThkPibddk..LANDMoWtlon NOTES: LANDai to tie.potion tor Mom o��sapowyySaid corakettoro dwla.a te 'Smare Irdg M tlMtl MONUMENT FOUND °o"'flot tra"t""1i to malted'"'t""" JOHN C. EHLERS LAND SURVEYOR i AREA = 43,665 S.F. or 1.00 ACRE 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SCALE 1"=40' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 1 i NE m IMENNEINNI ' REF.C:\UsersVobn\Documents\My Dmpbox\44\04\04-236ADDITION 09-16-2014.pro SURVEY OF LOT 20 MAP OP FA I RJ"1AY FARMS N FILED FEBRUARY 15; I974, MAP No. 6066 " ;.SITUATE:; GUTGHOGUEA y f s E TOWN: SOUTHOLI� i r 1 SUFFOLK COUNTY, NY - SURVEYED 09-16-2014 - S- SUFFOLK COUNTY TAX # 1 1000-109-5-14.20 1 i - CERT I1 TO: PATRICIA vv ol I:>tl. a • Rol:I:1I T�Y1�1.9 .6 , ›.. , , , I _ :. , . , i a H mi1 , i . , . I -'--N---.'..------____ 1 , •. , . , . Fairway Daive , , , , asphalt roadway W C*11 Way , AG D, 588°38'20"E 175.01' , 4404 N' / - - - - - - -, , • I r , n oe9 grove, . 1 I I COVERED I SLATE--1-."---....„.. , o I ENTRY�� rc i O I '° rl 12.a 54;8' lg OCN 2 Fr me - t House I •ss, Lot 26 , T48' n - a n v b' 24.0' _ 1 I I r —j-� k btl ��1� O path I' ,,„ . ,Fi-, PROP. Q # hedge al.A i_62.5' , `Ii" u�a�,mor+ n b. ,I.1). mer a J L-A-' 1481. #441¢ Shed O I ° IA& \O'ct u 8 I i Lot 20 I Z 1 1 - in 0 1 1Q , I I 1 1 ■ I iII Lot 25 N89°12'10"W 200.00' II i I Lot 21 C.) CI1 . J , _ 5 �q 'S-\ ' \,\ is Yam i ,��y OF Nz 'Y 1 17 1 ce-0,0 C. Ey',®, I Vaq,arsod alralloa a•aaalMa to a arae I e.i aro+tmo15 a acawd lad=war m a ; Q �9olotla�a9 wotlaa'uaWa .ricali Vtlr I �t:3� ��J: * Nsc YeActtda mcdlm toa• ,. A .4 a ,' k. .hap.d.wm.in4 e.card+od w'�e. 1 '1Cwel d:aawrswlr,.on thdnr , - ``i N� g 1:. 1.44' a 'o wrcard h axadari otldr�m6,tl ��®LAND 4YrN.c �mda .ad,dlM 1abtlM.praon ta'Mao Vr wv�g Y pnpa NOTES: :4, 1 , `ona • • MONUMENT FOUND Mtlra a abt el lhlat wWMnn r.INUA- Mos o nab ork't%d to aAllmd e.t as ' JOHN C. EHLERS LAND SURVEYOR ,,i AREA = 43,668 S.F. or 1.00 ACRE 6 EAST MAIN STREET N.Y.S.TIC.NO.50202 j GRAPHIC SCALE I"=40' RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF.C:\UsersUohn\Documents\My Dmpbox\04\0404-236ADD1TION 09-16-2014.pro 1 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured HISTORIC DETAILS INC. 87 NORTH MONROE AVENUE lc.NYS Unemployment Insurance Employer Registration LINDENHURST, NY 11757 Number of Insured l d.Federal Employer Identification Number of Insured or Social Security Number 113331299 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Arch Insurance Company Southold Building Department 3b.Policy Number of entity listed in box"la": 54375 Route 25 Southold NY 11971 11 DBL8449000 3c.Policy effective period: 1/1/2014 to 12/31/2014 4.Policy covers: a. 0 All of the employer's employees eligible under,the New York Disability Benefits Law b. Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 10/14/2014 By /24 '' (Signature of insurance carrier's au orized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 646-563-5824 Title AVP Accident& Health IMPORTANT.If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207. PART 2.To be completed by NYS Workers' Compensation Board (Only if box"4b"of Part 1 has been checked) State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (5-06) • Additional Instructions_,for Form DB-120.1 By signing this form, the insurance carrier identified in box "3" on this form is certifying that it is insuring the business referenced in box"la"for disability benefits under the New York State Disability Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in box "3c". Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5-06)Reverse DEPARTMENT:OF BUILDINGS SAFETY INSPECTION AND ENFORCEMENT TOWN OF NORTH HEMPSTEAD, MANHASSET, NY MICHAEL LEVINE, ACTING BUILDING COMMISSIONER STEVEN PRISTINA ':,.License Type Plumber Tri-Town PRISTINA HEATING CORP license Number. OBAY 1187 ' 915 N CENTRAL AVE - Date Issued 0913012014 NORTH MASSAPEQUA, NY 11758 Renewal Date12131/2016 THIS TRI-TOWN LICENSE REMAINS IN EFFECT AS LONG AS THERE IS A TRI-TOWN AGREEMENT AND A CURRENT LICENSE IN EFFECT WITH THE TOWN OF OYSTER BAY. Permitting municipality responsible for obtaining proof otall required insurance. Having given satisfactory evidence of competency,the above licensee is hereby licensed in accordance with Chapter 2 of the Code of the Town of North Hempstead,subject to the provisions of said code and all laws or ordinances applicable thereto., • 4111. /.1 •mber, Exa ' g Board of Plumbers - ( n FEB —5 2015 BLDG DEPT TOWN OF SOUTHOLD 1� s 'A SUFFOLK COUNTY DEPT OF LABOR,LICENSING 8 CONSUMER AFFAIRS " S i' : • ':, MASTER ' Y PLUMBER t;' mac ' STEVEN PRISTINA •�4 This certifies that the OUSu7E5swxePRISTINE+HEAVNG CORP bearer is duly licensed by thelicamis, County of Suffolk 33245-MP [05127/2003 cwn eo..+.+arat.�d I 05/01/2015 FEB —5 2015 BLDG DEPT TOWN OF SOUTHOLD No. ' New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 B CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 Phone:(631)756-4000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAhAII 113040287 PRISTINA HEATING CORP 915 N.CENTRAL AVENUE MASSAPEQUA NY 11758 POLICYHOLDER CERTIFICATE HOLDER PRISTINA HEATING CORP f SOUTHOLD BUILDING DEPT. 915 N.CENTRAL AVENUE 54375 ROUTE 25 MASSAPEQUA NY 11758 SOUTHOLD NY 11971 POLICY NUMBER y CERTIFICATE NUMBER 1 PERIOD COVERED BY THIS CERTIFICATE DATE H 1326 812-3 ; 428503—T` 1 06/14/2014 TO 06/14/20151011712014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1328 812-3 UNTIL 06/14/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/14/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. STEVEN PRISTINA-PRES PRISTINA HEATING CORP A ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. V E3EI FEB -5 2015 BLDG DEPT TOWN OF SOUTHOLD NEW YORK STATE INSURANCE FUND U ' DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at httpsJlwww,nysil.comlcert/certvaLasp or by calling(888)875-5790 VALIDATION NUMBER.915480186 u-zs.3 Client#:12961 PRISTI ACORDTM DATE(MMIDD1YYYY)CERTIFICATE OF LIABILITY INSURANCE 10117/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:It the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ARCHER A ASSOCIATES INC. IAJCNr o a,):516 328-0333 FAX Ne):516.328-1640 1230 Hempstead Tpke. EMAIL Franklin Square,NY 11010 ADDRESS: 516 328-0333 INSURER(S)AFFORDING COVERAGE NAIC M INSURER A:Merchants Mutual Insurance Co INSURED INSURER 8: Pristina Heating Corp. 915 N.Central Avenue INSURER C: Massapequa,NY 11758 INSURER D. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WR ADDLSUBR POUX,�CYER' POU EXP LTR TYPE OF INSURANCE INSR WVD POUCY NUMBER (MMUDDIYYYY) (MI1NDDIYYYYY) LIMITS A GENERAL LIABILITY BOP9098953 0912112014 09121/2015 EEAACCHH OCCURRENCE�7gE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREM gES pEa NTED II o rrence) $5001000 CLAIMS-MADE X OCCUR MED EXP(Any one Person) $15,000 PERSONAL 8 ADV INJURY S1,000,000 GENERAL AGGREGATE $2,000,000 GEN1.AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $2,000,000 POLICY Llimo-_ .LOC _ $ AUTOMOBILE UABIUTY COMBINED SINGLE LIMIT (Ea accident), S . ANY AUTO -BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ • NON-OWNED PROPERTY DAMAGE HIRED AUTOS _AUTOS (Peraccdtn1)__ S UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE S DED RETENTION S -S WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'UABIU Y YIN Y.UMIIS I ANY CCER/MEMBERREEXXCCLUDED?�� N I A E L EACH ACCIDENT $ (Mandatory In NH) EL DISEASE-EA EMPLOYEE S I/yes describe under DESCRIPTION OF OPERATIONS Woe/ EL.DISEASE.POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Addltlwtal Remarks Schedule.u more space Is required u LO L FEB - 5 2015 �l RI DO DEPT CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD Southold Building Dept. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN 54375 Route 25 ACCORDANCE WITH THE POUCY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©19882010 ACORD CORPORATION.All rights reserved. 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'',"•;:',"•.7.,:,z„;'\',.!„.,),..."..'_-'•\.•!.,...%:,:k.- ^:-,74.,:',--;`';','",,--.--tk-it'`,„44:, .-,•• ', 44, Z. ;•:,,,,,d.`.,:' 7-,,,,,..5•,,-.•1,,,N,W,,/,,Py:4Z,\-',1.... /,..;7,..,',..7,,,,,h., `t;'rS.,:. -i' '.---7:`,.,7.,;,?,..,.. .,';:..,N,L."--W, -i --,\v• `A../. ...- __.. '--=:- '-'----- '---1":-..' -<-- --•`--' `"--.- --:-' ' `- '' •-_-_-_,:-'" ••-•-:•: -'---"'"---11.'-:•;- ---': _,---"' '",,-;.2 - --::!--: -----' -...._1'v.--;/ \:-.-'::.7,+:.Y --;.i,-_ ,' --.s .-Y • -,-- ---.Q.). .--- _,..----- A �» #� DATE(MM/DD/YYYY) Cj 5 CERTIFICATE OF LIABILITY INSURANCE 1 10/14/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the ' certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME K Bell Assoc, Inc PHONE FAX rAlc N❑P , (631) 659-3326 J(A/C.No)(631) 367-7079 29 Main Street 2nd Floor ADDRESS.bellassociates@optonline.net Cold Spring Harbor, NY 11724 INSURER(S) AFFORDING COVERAGE NAIL# INSURER A GUARD INSURED Historic Details Inc INSURER B ARCH 87 N Monroe Ave INSURER C Lindenhurst, NY 11757 INSURERD 631-884-0808 INSURERS INSURER F COVERAGES CERTIFICATE NUMBER. REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR AUUL SUM POLICY EFF POLICY EXP LTR TYPE OF INSURANCE _INSR WVD POLICY NUMBER (MM/DDIYYYY) 'MM/DDNYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 UAMA(at I O NEN I EU X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 50 r 000 ICLAIMS-MADE ■--■OCCUR MED EXP(Any one person) $ 5,000 A X PERSONAL&ADV INJURY $ _ INC HIBP506265 8/22/148/22/15 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIESPER PRODUCTS-COMP/OPAGG $ 2,000,000 -.POLICY 1 ]PFO 1 J LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1Eaacadentl ANYAUTO BODILY INJURY(Per person) $ "-m ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ' AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB I CLAIMS-MADE AGGREGATE $ DED LI RETENTION$ - $ ' WORKERS COMPENSATION X I WCv T IMITS I IOFB AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E L EACH ACCIDENT $ 100,000 A OFFICER/MEMBER EXCLUDED? N/A (MandatoryInNH) HIWC535892 8/22/148/22/15 EL DISEASE-EA EMPLOYEE $ 100,000 If yes,descnbe under 500 000 DESCRIPTION OF OPERATIONS below - E L.DISEASE-POLICY LIMIT _$ i B NYS DBL 11DBL8449000 1/1/14 12/31/14 NYS STAT LIMITS DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER IS NOTED AS ADDITIONAL INSURED PER WRITTEN CONTRACT CERTIFICATE HOLDER CANCELLATION SOUTHOLD BUILDING DEPARTMENT 54375 ROUTE 25 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SOUTHOLD NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS AUTHORIZED REPRESENTATIVE ,, ,„-,-ae , 1 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD , c / Generated by REScheck-Web Software ziCompliance Certificate Project WEBER CUTCHOGUE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1905 FAIRWAY DRIVE ROBERT WEBER Michael Palladino CUTCHOGUE,New York Michael James Palladino Architect P.C. 1239 Route 25a Stony Brook,New York 11790 631-751-3870 con piiat?Ce`„Passes,using i trader-off `.?::: * .,: is ".; .r ; . ,v .. '., Y, y„ v . c . s :`: Compliance: 22.1%Better Than Code Maximum UA: 140 Your UA: 109 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 4 . . C C Glazing • - . � ` Gross Area•; ' � . Assembly or '"° avlty . ont. •n or Door UA • R-Value J R Value. • . , * . Perimeter . U-Factor Ceiling:Flat or Scissor Truss 578 30.0 0.0 0.035 20 Wall:Wood Frame,16in.o.c. 672 19.0 0.0 0.060 31 Window:Wood Frame,Triple Pane 150 0.260 39 Floor:All-Wood Joist/Truss Over Uncond. Space 578 30.0 0.0 0.033 19 Compliance Statement: The proposed building design described here is cons'- ent with the buil. ig plans,specifications,and other calculations submitted with the permit application.The proposed balding h. been designed to m:et the 2010 New York Energy Conservation Construction Code requirements in REScheck Version ?.5.. .i d to comply with the mandatory requirements listed in the RESch ck Inspection Checklist. MIG$AeL tis P 1n►o A.IA IrtT p::- 1° . I''b. 14 Name-Title A Signature Date Project Title: WEBER CUTCHOGUE Report date: 10/13/14 Data filename: Page 1 of 6 r,- REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 1.1, 0:0°.!1'' #.. :�y, ,dt ar„,i a, - _ •s' ;t:, - ::i"- - h;.,r:. - yr - _ -•'a' ,;J„L ection': :': '` ; - z._ y, ,• =lVie'lfe`� :- ,ieldVerified�.- ,ts _ .P r! rid ,;?F ,,, ..F #” Pre=ini ection PIaaRev'evii; f ,,r, om es?'4 '.Cbi imeri 2030: ew .Yor•` :Fouiidation�lns ecti'o"n Coirri�`lies. _ }' - Comments.Assum'��tions- �• �F :�7-%: 5; r.y_- a'1� �'t t��n•k.. ,^'-�,.r ,•tip i f�"r>,"�+ �. ,s,G�;rYr' iiv .?•r— .i'. ':"n;' .{ '�i%a.� "'?''.'+ ,i.?' ,fit..;;;:'c". �:, i. "�:Erie'rgy. �+., .,s...... .. ...... . .<.,.......>.:.... ,. ..... rx.... ,. r,;:�'�.... .. _r, . ... . .. ...,..... w..... .t ,.s��s„ .., ... ,. '< .., , . '303:2:1`21,1 Exposed foundation insulation ❑Complies [F011j?r.max,protection. ❑Does Not P' v,C,4 "1=1 DNot Observable ❑Not Applicable 403i8p: r+ Snow melt controls. ❑Complies [03;2]Ffi'-, ODoes Not ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `.2•? Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: WEBER CUTCHOGUE Report date: 10/13/14 Data filename: Page 3 of 6 : cmpIe ' '1 402.4.4 Fenestration that is not site built - [FR20]1 ;is listed and labeled as meeting '?1=1Does Not 1_,#) AAMA/WDMA/CSA 101/1.5.2/A440 . k". or has infiltration rates per NFRC D Not Observable 400 that do not exceed code Liz, IDNot Applicable limits. I 462-4$04 ji IC-rated recessed lighting fixtures #.".4,1DComplies [l6]2 sealed sealed at housing/interior finish #•, • 31-- Does Not labeled to indicate&It;=2.0 , ' , „ ..1 cfm leakage at 75 Pa. ,t 0Not Observable IlLiNot Applicable 403.2.2 All joints and seams of air ducts, .;-:`1`i,,,j,A ElComplies [FR13]' air handlers,filter boxes,and „4- ,:12Does Not building cavities used as return - # ".- " ducts are sealed. [Not Observable 5. ONot Applicable 403.2.3 Building cavities are not used as IDComplies [FR15]3 ducts or plenums. ODoes Not = C 2 •,T,rn",i ONot Observable EINot Applicable a u• HVAC piping conveying fluids R- R- OComplies IF:111.71M above 105°F or chilled fluids ODoes Not below 55°F are insulated to R-3. ONot Observable 1=INot Applicable Circulating service hot water R- R- OComplies („FR.:1832;#:g.pipes are insulated to R-2. 0Does Not ktps1;04,,, ONot Observable ONot Applicable 4.03:$:.;,X19 Automatic or gravity dampers are flcomplies [FAI9]2L..„R installed on all outdoor air #.#'" ,";231:Does Not intakes and exhausts. DNot Observable ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -2,' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WEBER CUTCHOGUE Report date: 10/13/14 Data filename: Page 4 of 6 J7y o" '�_= 1'n5ulatioii�Iii`s 'ectioii�' �s,f Coriit'iires. Commenfs/Assuin tions;` '>°.. s( x{!rr - V:t`Y7;: 'i)_ .I, __ "Ji �1t - �'X,.'•'ri.2N! if{r i 303,.f1':n?j All installed insulation labeled or ❑Complies [IN1;3j?;°:"`,;installed R-values provided. ❑Does Not ONot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2� Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: WEBER CUTCHOGUE Report date: 10/13/14 Data filename: Page 5 of 6 402.4.2' :Building envelope tightness Ac*sn = Acosu=___ DComplies _ 402.4.2.1 !verified door tesresult LJooesmct [Rz7]^ Pa.ofa|t:7xC* atsoTnb [Not Observable requirement may instead be met via visual insin which DNot Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- chn chn []Complies [R4]1 construction with maximum ODoes Not |eakageofa�mtooutd000'or []motOusemab)e 1acfm across systems.For rough-in tests,verification may DNot Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. Programmable thermostats � []com�ies ins�Uedunhncedair furnaces � � �� =�=.� []DnesNot � , � � ' .' � ,� � L]NutObsemab|e . , � ��/ _��// r` �' �[]NotAppicable Heat pump thermostat installed 1 on heapumps |^ � ElDoes Not '/ LJNotObsemab|e � � ' '' ' ,LJNotApp|icab|e Circulating service hot water - ^~ LJComp|ies systems have automatic or -1[]DoesNot accessib|emanu�contmb. � �� , � � ' � '^ ^ � L]NotObsemab|e ' .� ' ` ONot Applicable Compliance certificate posted UCon�i� `�; ODoesNot ' ` � ` � � � []NutObsemaNe . ��~ . � | []NotApplkable 303.3 Manufacturer manuals for � i� �. ' [F��p mechan�a|andwaterhoaUng ~� ' � ' �� L }oesNut equipmenthave been pm 'provided. �� `� �-'` ' '� []NotObsemab|e []NotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2(' Medium Impact(Tier a) | 5 Low Impact(Tier 3) Project Title: WEBER CUTCHOGUE Report date: 10/13/14 Data filename: Page 6 of 6 2-- New York tr Energy Conservation Construction Code Energy f iciency Certificate Insulation Rating F 61, 4," R Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): Glass&Door Rating �� , " t UFactor "` t^:SHGC Window 0.26 Door Heating`&Cooling Equipment '; Efficiency = ` - Heating System: Cooling System: Water Heater: sstA, aE'it.ke"c..:31„y", A.sY:A' :*1.e. "A../ Name: Date: Comments no , , •, , , f ‘ , ..,,,,,.„ ,.. ,. - , 4 ;,. . ....,. , , . ter, 1905 FAIRWAY DRIVE 0 CUTCI-10GUE, NEW YORK S1 1' t7ATA N89° 1 2' 10"W 200.00' O SSC. 109 i 'L.-IK. 05 LOT 014.020 (Y) 0 ZONA 1?-40 0 In LOT Ar A 4 ,668.2 5Q. FT. p1?CFN1" Or LOT OCCUPEP 8,1 % < 20.0% C\l 6 ELJIIN6S1AT15Ti6S m � �XISI�NG F%IpS1 FLOOp W/ ATTACN�19 GAp.AG� 2,148.4 50• rT. �XI511NG SCONt7 �LOOC? 932,7 5Q, 1T, PI?OPO517 2 CA? A1'1ACH 7 GAP,AG� 612,9 50, rT. \\ ppOP05N2 SlbAI2121110N 785,7 50, rT: c)l TOTAL 13UIL19ING ApA 1%OOTpplNT: 3,547,0 SQ. FT, PROPOSED STEPS Y 62.50' ).,- `' -4 PRO. F.Y.S.B. PROPOSED EXISTING ATTACHED BRICK GARAGE PATIO PROPOSED Pro r r..--TY StAt1 t165 ONE STORY ' a SIDE ADDITION 411111 .2-4.o.,.:, 22., : / 22.0' SHT3ACK5 _' 12.0' • ALLOWA(3L� ACTUAL ' " NEXEBONY 0.0' 75:30' ( p?OP0512)STORY o r, FRAME :`` ` =° MOUSE �� s�:�.�a �t?ONT 50,0' 62,50' C pl?OPOSn� 0 12.0' HOUSE I2�A1? 50.0'. 9 ,50' C Pt?OPOS2) 22.0' cn r to ! 30.7 1 o_ - -- co 37.0' -` PRO. S.Y.S.B. ' ,,� ° ° 5112 15,0' 30.7' C pf?OPOSn> Nz co CI CI U ° EXISTING o SLATE w m ENTRY LU EXISTING win 0 GRAVEL DRIVEWAY N- 6 "Cr O cfj 1• 0 m � O O tri o � � 0 in az � 1_ z 1 w 511 PLAN Pp�PAt?Eb EOM INronnATION MMOM o SLII?VY P1? FApI7 13Y ! ' �A�!gll�•!C; • 0 &AV.' i�+',..'qc vvA7,TE JOHN C. �NLp5 LANP SUpVYOp q ccp, 0 N.Y.5. LIC. NO. 50202 TESTING 2c. oR_ )u,_d:; ;.G 588°38'20"E — 175 .01 ' 6 BAST MAIN ST12T �_ piVr.l-IAr2, NY 11901 -ML 369-8288 PLUM''=7' CERTIFICATION FAX 69-8287 ON LE:,& ..: '77=NT BEFORE= CERTIFIC. „ „^. v 12A-112: 9/ 16/ 14 SOLDER • e r‘,;(",, ., ". SUPPLY S''.. . .- .. FA SWAY 13 .IV� ;r EXCEED2/10 f�.i . WOO2 WAY } APPROVED AS NOTED DATE I(/>J/�l B.P. #2.(./.:25..:a.._ FEE:. /VI5-,212.._BY___, --, _ _ . -------- r . NOTIFY BUILDING DEPMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: cb)-9) 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION `\ \ 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ^ , PLOT PYORK STATE. NOT RESPONSIBLE FOR I = 20.0' 41) DESIGN OR CONSTRUCTION ERRORS. \ RETAIN STORM WATER R I'!OFF , /� PURSUANT TO CHAPT R � �' � WEBER RESIDENCE U� ►h= ►uug�� uuu��. Q ` :.�, r ,_, i 905 FAIRWAY DRIVE Z DATE: 1 O- I O-- I ,; _UTChOGUE, NEW YORK < i iii il; -' : !:,% ") ' ,,,j ik ti r %4.'' ':xq' SOT PLAN $ m jparchitecture.com site IL ` I ._ m jpal larch@gmai l.com—emai 1 N.',),:,),„ .A6:-7 ITE DATA 631-751-3870 MICHAEL-JAMES PALLADINO DARCHITECT P.C. 1 ARCHITECTURE 0 INTERIORS A....., of I I NI 1 FOUNDATION PLAN NOTES: . LEGEND I I . CONCRETE SHALL BE Pc - 3,500psi @ 28 DAYS 2. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF (I) TON / SQ°FT. EXISTING PARTITION El NEW WOOD POST 3. ALL STEEL PIPE COLUMNS TO BE 32" DIA. S.W. I - -- -I REMOVE EXISTING N WOOD POST ABOVE UNLESS OTHERWISE NOTED. / 26' 6" / NEW WALL CONSTRUCTION HD® SHEAR WALL HOLD DOWN :: SEE SHEET C2 FOR DETAILS NEW 4" POURED / 3'-0" / 14'-8" / I I'-I 0" 4. ALL STEEL CONNECTIONS TO BE STEEL TO STEEL, — — AND SIMPSON STRONG TIE CONC. SLAB / OR STEEL TO CONCRETE - BYPASSING ALL WOOD = : NEW CONCRETE SPECIFICATIONS 6x6 w4.0/w4.0 w.w.m. / 7' 411 / 71-4" / CONSTRUCTION '..--.1.-4–.r *„ 4 44:6 �=' FOUNDATION WALL COMPACTED - FILL A5 REQ'D `— — HD 1-1 SHEAR WALL HOLD DOWN MAKE READY TO RECEIVE WOOD 5. DOUBLE FLOOR JOISTS UNDER ALL WALLS AND WOOD POST BLUESTONE TOPPING POST PROVIDE STEEL CORRUGATED 0 I EXISTING WINDOW ABQVE WINDOW WELL WALL$ GRAVEL (NON-BEARING) RUNNING SAME DIRECTION _ 6" BELOW SILL OF WINDOW Ea NEW WINDOW • 1155 3 1/2" 0 1/4" HD- — ® _HD 12" DEEP GRAVEL TYPICAL 6. 9" KRAFT FACE INSULATION (R-30) TO BE a STEEL COLUMN —� \ ;\ii _ -\_I J - : .� ..; :. .�,:•� WOOD \ \ \ �� ,,. 1 �=.; POST p O INSTALLED IN FLOOR SYSTEM 24"x24"x! 2" DEEP I, — — - POURED CONC. "- —(2)2 c l O HDR }.'. ABOVE NEW DOOR FOOTING BELOW ` , —HD N 7. ALL FOOTINGS TO RECEIVE REBAR DOWELS SLAB WOOD .. ;:,,,-.;:."*.,:..,.::.*:;.:•:::-.,': .•. , `. I POST .:y.'.j�.: i` I ABOVE I " - `'--___:.-IE A5 NOTED ON PLANS UNLESS OTHERWISE NOTED - ,:: `: ... �:'� 2" 8. WHERE NEW FOUNDATION WALLS MEET EXISTING INSTALL HARDWIRED SMOKE ALARM " ( 2x I 0 F.J. @ I 6 0/C 2x I 0 F.J. @ 16 O/C :• #5 REBAR DOWELS @ I 2" 0.C. VERTICALLY - SET IN EPDXY EXISTING DOOR O UNITS AS APPROVED BY NFPA 72 WOOD - �p P T N I .•-, •9. SECURE I TYICAL (2) 2'1X 8" WOLMINIZED SILL HARDWIRED SMOKE \ �...,..:.?, .:,`. �' ABOVE 241-10" WITH TERMITE SHIELD AND SILL SEAL S C UNARM/CARBON MONOXIDE I TO FOUNDATION WALL WITH 5/8" DIA. UNITS AS APPROVED BY NFPA 72 " . I BOLTS 36" O.C. - (2) EA. CORNER ,i:. 13 6 I I 4 1 W aZ N ANCHOR O @ @ A , �'i ❑ –1 o = O V I HSS 3 )/2" Q3 1/4" I I ---J� \ I `� o `- STEEL COLUMN J -t_ / Ve 23 4 / 221-2" / 17 0 / L.• NEW ATTACHED (2) CAR GARAGE EXISTING N WOOD I 24"x24"x 12" DEEP '`� POST POURED CONC. X NEW - o - _ ), 19'-0" J, z ABOVE FOOTING BELOW = - N NEW 4" POURED CONC. SLAB :t CELLAR o 4-; NOTE: 6x6 w4.0/w4.0 w.w.m. -.•i .. ZO SLAB - N - :)'1 co TOP OF ALL COMPACTED - FILL AS REQ'D I `.;'.; ,J WOOD FOUNDATION WALLS y"0 REBAR DOWELS MAKE READY TO RECEIVE BLUESTONE TOPPING - NEW 4" POURED t� ABOVE ST TO BE MINIMUM @ 12" O.C. VERTICALLY INTO '`` 52" 8" 8" 8" 52" ,- CONC. SLAB - NEW 8" ABOVE GRADE EXISTING FOUNDATION WALL .,... -1 1 j,I, 4' O j, I, 4'-0" , j, 41-0" j, j, 4'-0 I,j, 6x6 w2.9/w2.9 w.w.m. 1 —. \ p 1 �- !O" WIDE RE GRADE EXISTING AND NEW FOUNDATION WALL - ,N I COMPACTED - FILL AS REQ'D I POURED CONC. SITE AS REQUIRED ABUTTING -TYPICAL 4, : — — .- — — — — — — — — _- \ I CO L WOOD \..,- a: l .(N. POST POST Nro POST FOUNDATION STEM PITCH GRADE AWAY �' WOOD - WALL ON 20" WIDE FROM BUILDING =' :. Ej I ABOVE x I O" DEEP POURED 4 \ -IN - A ::4 ABOVE X ABOVE z CONC. FOOTING „ --N.1 =N • " f �5 g .. , - z - o N v ABOVE =1N - NOTE: CONTRACTOR TO d "' `a 8 -- * I e WOOD WITH (3)#5 REBAR INSTALL MIN. 2x8 @I GO/CE- ~ AND 2x4 KEYWAY WOOD WOOD WOLMANIZED SLEEPERS ALIGNING WITH I �. m T �' 'r Q POST POST EXISTING MUD ROOM SLEEPER FLOOR •' co dJ�� EXIST. w EXISTING CONCRETE I , . `t < � FLOOR AND WALL UP TO ABOVE -..a WINDOW- — — ~` I w HD— O RIDGE — - p -\ I \ \ n — 1 TO BE REMOVED z ,s , --I �—t— --- —, --. , -7-.- . —.-- i:,.., r � ,f-3 ft sk. '11'• ''' 10" -. = F� 0`0 #' ( 0 REBAR DOWELS �=, f o I 4/ - c .,. @ 12" O.C. VERTICALLY INTO N n c O — � EXISTING FOUNDATION WALL <4 ` ,n <• N WALL by G� ;�`` - \ � � -" - AND NEW FOUNDATIO °'`� � LINE OF I '1'0�'L �'- 1 - (2)2x I O ABUTTING -TYPICAL `f;� !O'-2" 2' O" !O' 4" EXISTING ;:::, SLEEPER PLATFORM FLOOR JOISTS 1 rL — DOUBLE UP 3' 4" 4'-0" — TO REMAIN I I NEW OPEN G 'y \ U (— P.QrD IN EXISTING , I 1 0 4 - - - ,c I ABOVE z CONCRETE WALL (NE\Ael-"ZURED =IN f- p HSS 3 !/2" O !/4° iv CONTRACTOR TO CUT 2x8 SLEEPERS i EXISTING _ I EXISTING _ ( �� CONC. SLAB . N -IN wn • -J DOWN PORTION OF W \-- , U - N- z ABOVE STEEL COLUMN EXISTING FOUNDATION @ 16" O/C ( CRAWL CELLAR F� ' z CLOSE UP ' 6x6 w4.0/w4.0 w.w.m. - °.< Lri w rk° 24"x24"x I 2" DEEP COMPACTED - FILL A5 REQ'D � - � WALL FOR I SPACE ❑ I ti0 �O = EXISTING I ' U w POURED CONC. NEW 5'-0" WIDE ARCHWAY / �/ /� 1 I WOOD �y �G if u WINDOW MAKE READY TO RECEIVE ij INTO NEW GARAGES " 7 . 1 ❑ I ABOVE �tic�� z cZ I BLUESTONE TOPPING - FOOTING BELOW T ¢ SLAB— �? INSTALL EXPANSION JOINT / • N ,'. •-q- AT NEW POUR ( WOOD EXISTING TO EXISTING SLAB POST GARAGE -/ ❑ DOUBLE UP F.J. ca E-�_ Z ABOVE SLAB I I _ _l DOUBLE UP _ i� 0 N N co - EXIST. 2x I 0 F.J. @ 16" O/C� r FLOOR JOISTS WOOD AI EQUAL / EQVAL .: _ \ NO CHANGE POT x z WOOD o Q I I DOUBLE UP ABOVE N II ~; • m POST • O 1 1 FLOOR JOISTS F ' X ``:. ABOVE N "'� NEW AND EXISTING SLAB D -h 2 w \. NEW 4" POURED \ o I TO BE FLUSH 2x8 SLEEPERS — I OCCOI f= . . \` - rn ¢ 'y G d \ \ \ le r CONC. SLAB @ 16" O/C ` 94, X F Z •z. m Gx6 w2.9/w2.9 w.w.m. z y"q5 REBAR DOWELS — I GF"v w o I ALIGN— 4- :::t O @ 12 O.C. VERTICALLY INTO O c — 6x6 INNER COMPACTED FILL A5 REQD U \ EXISTING FOUNDATION WALL cyOlG I STRUCTURAL POST o I AND NEW FOUNDATION WALL I I I 9�, 'Li,L O TO BE CLAD WITH p P�oD ABUTTING -1 Tt'lGAL i EXIST. 2x!O F.J. @ !6"O/C_ EXIST. 2x I 0 F.J. !6"O C c� EXIST. 2x I 0 F.J. 16"O/C n DECORATIVE TRIM TO O° L @ .� X - I REPLICATE EXISTING '� N ABOVE — //, - NO CHANGE POST NO CHANGE NO CHANGE to B ' o T _ — POST ( COLUMNS AROUND NOTE: Lb- ' 'y -- \- I DOUBLE UP ABOVE I TYPICALYDOOR TOP OF ALL I— OF(6) FOUNDATION WALLS O I FLOOR JOISTS HD1 °;- -:��. :- :_, i. .,,.. •�,. .r :;^:,:i;.-.:--:,- : . :.• in HD N I____ — — — — — — _—I ( TO" BEMINIMUM " ';' ;; _.-_- ----== t--.ek: -•'1.'."+ -- "' I' . _ ABOVE GRADE I— \ I U U EXISTING RE-GRADE EXISTING ` FIREPLACE SITE AS REQUIRED n_____\ FOUNDATION PITCH GRADE AWAY WOOD WOOD WOOD WOOD POST POST POST POST — ABOVE ABOVE ABOVE ABOVE FROM BUILDING SIMPSON Strong-fie GARAGE PORTAL 40:6 STEEL WALL #SSW I 8x7 EXISTING EXISTING PLANTER PLANTER 24'-0" 2 I'-7" I I'-9" 30-G" I I'-I I" / NEW ATTACHED (2) CAR GARAGE / EXISTING / EXISTING / EXISTING / NEW SCREENED PORCH / 105'-9" WEBER RESIDENCE fOUNDATION PLAN ,, � ,:, 1905 FAIRWAY DRIVE DATE: I O– 1 Q- 1 4„, * ” ,'4 , CUTCHOGUE, NEW YORK Icc' G '� �, mjparchitecture.com site kir . `` FOUNDATION }ALAN r : 1 mjpallarch@gmail.corrm—email SCALE%4' = I'-O" -1� o ^� �' �" '. ter 631-751-3870 r t, a3t5. '''�,� MICHAEL JAMES PALLADINO °ARCHITECT P.C. _ O Z ARCHITECTURE o INTERIORS _ 2 of Il ( FLOOR PLAN NOTES : WINDOW * DOOR SCHEDULE I . ALL INTERIOR DIMENSIONS ARE STUD TO STUD - NOT • SPACE/ROOM PRODUCT# ROUGH OPENING TYPE NOTES/COMMENTS 2G'-G" INCLUDING GYPSUM BOARD - ANY VANITIES/ SHELVING 0 EXISTING BEDROOMS #2 TW210410 3'-0�"x5'-O�" DOUBLE HUNG EGRESS WINDOW / NEW ADDITION r DIMENSIONS SHALL BE FIELD VERIFIED BY FABRICATOR 8 s " " UPON COMPLETION OF CONSTRUCTION - FOR WINDOWS © NEW MASTER BATHROOM 28310-2 5'-7g"x4'-O8" (2) DOUBLE RUNGS TEMPERED GLASS - MULLED TOGETHER / 14-8 / ! I -I O / IN EXISTING BEDROOMS INTERIOR DIMENSION 0 GARAGE PEDIMENT/FRONT REAR WTR1815 I'-I Og"x I'-78' TRANSOM _ / 7'-4" / 7'-4" / 5'-7" �, 6'-3" / AS SHOWN ON PLANS 0 NEW MASTER BEDROOM FWH5061 1 5'-O"x61-I 1" FRENCH DOORS - 0 NEW MASTER BEDROOM 2 104 I 0-2 5'-1 I8"x5'-Og" (2) DOUBLE RUNGS EGRESS WINDOW- MULLED TOGETHER SEE CUSTOM �© 2. ROOF LINES SHOWN FOR REFERENCE OF 0 NEW GARAGE 24410-2 4-I I a"x5'-OS" (2) DOUBLE RUNGS MULLED TOGETHER WINDOW DETAIL—'" 1 STRUCTURE - SEE ROOF PLAN FOR FULL LAYOUT Q NEW MASTER BEDROOM CLOSET 24410-2 4-I I s"x5'-08" (2) DOUBLE RUNGS MULLED TOGETHER 4'-0" A I OF NEW STRUCTURE AND SPECIFICATION 0 EXISTING BEDROOMS #2 WTR 18 15 I'-I Og"x I'-7k TRANSOM 9 2"/ 6x6 G . A ® _x6 I 0 EXISTING KITCHEN FWH 2961 I AR 2'-9" x G'-I I" FRENCH DOOR IN EXISTING OPENING ('RD— 'TV..., �� R5 3. ALL EXTERIOR WALLS TO BE 2" X G" @ 16" O.C. 4 EXISTING DEN 9'-I" x G'-I I" _ (3)PANEL GLIDE FRENCH VERIFY EXACT SPEC WITH ANDERSEN \ ■ - ` i 6(6 0 (3)2x 12 HDR. - p AND RECEIVE 6" KRAFT FACE INSULATION (R-19) 4 NEW GARAGE 3'-Og"x6'-8" SOLID CORE DOOR WITH WINDOW 1 - ,1 0 — -3i11:\k_______3„.___I 6x6 O7 6x6 8 NEW MASTER BEDROOM 7'-I"x6'-6" FIXED - CUSTOM GROUPED WITH SEE DETAILS N/�- 4. ALL CEILINGS TO RECEIVE 9" KRAFT FACE INSULATION (R-30) NEW MASTER BEDROOM FIXED - CUSTOM GROUPED WITH SEE DETAILS 6 1" N 5 NEW SCREENED PORCH FWH3 168AR 3' O8"x6' 8" FRENCH DOOR - 2 �p — )31-10" �'�( (3)2x 12 HDR. I I'-6" 52' 5. INSTALL MARBLE SADDLES AT ALL BATHROOMS NOTE: I m 32'J� x6 8 IF HOME IS LESS THAN I MILE FROM WATER c NEW NEW s;;-' 6. ALL DOORS - TO BE INSTALLED 5" MIN. FROM STUD OPTION 115 STORM WATCH WINDOWS - OPTION 2 IS PLYWOOD PANELS ACCORDING TO DETAILS DOWNI WALK-IN WALL CORNERS FOR MIN. 4" WIDE CASING MOLDING 6x6 ►� --IN CLOSET 7. ALL STEEL CONNECTIONS TO BE STEEL TO STEEL, 13'-9�6" b DRAWER OR STEEL TO CONCRETE - BYPASSING ALL WOOD I - UNIT CONSTRUCTION A Q, bN p I 1 2x8 C.J. @ 16" O/C 2x8 C.J. @ 16" O/C I ' ' ` 8. ALL STEEL PIPE COLUMNS TO BE 3 I/2" DIA. S.W. - 1K E- _ + Ile — UNLESS OTHERWISE NOTED NOTE: CONTRACTOR SHALL MAINTAIN o Q NEW I EXISTING STUD/CEILING STRUCTURE N MASTER L J 9. DOUBLE FLOOR JOISTS UNDER ALL WALLS - STRIP ALL SURFACES w INSTALL NEW 6" KIWI-FACE INSULATION z BEDROOM G16 N RUNNING SAME DIRECTION $g MOISTURE PROOF GREENBOARD V6i'P0WOOD 54" LONG I W.P. 0 THRU MUD ROOM , UTILITY ROOMS, © FLOORING VANITY w O 10. ALL GYPSUM BOARD TO BE 5/8" THICK BATH ROOMS CHANGING ROOM c2 NEW o P. m = OI02 o ALL BATHROOMS TO RECEIVE 5/8"MOISTURE PROOF GREENBOARD /I 2""/ 17`0 /I 2"/ NEW I MASTER QN z �w GARAGE TO RECEIVE 5/8" THICK FIRE CODE GYPSUM BOARD 28x7° FRENCH N BATHROOM a_.%`) zN m DOOR IN `is ® N o w m & EX15TING OPENING m - x • I 1 . CONTRACTOR SHALL INSTALL EITHER STAINLESS STEEL w N 0 OPEN RACK SHELVING OR ADJUSTABLE MELAMINE WOOD \ z \ 0 - Zu z „ 2'-4" (3)I "x I I Z� z SHELVING IN WALK-IN PANTRY - CONTRACTOR TO DISCUSS AND NEW BLUESTONE W o - '- 0 6-0 6x6 x'-_g `' e 6x6 z VERIFY WITH HOMEOWNER EXISTING NEW PLATFORM $STEP Z o "' -U' O 6x� g �m NEW ARCHWAY W.P. W.P. -IN -IN - in x M.L. HDR. 0 EXISTING SHOWER Dowty N - ►-� \ / / 6;6 N ... } A ALIGN SHED 6 EXISTING (3)14"x I I8" M.L./HDR. , HALF \ W" 1 EXISTING 0 EXISTING WINDOWS WINCOW WINDOW �`� I \ T r I FOR ROOF U , ® WALL °x46 Li E z P 2 I r • NEW FOOT WIDE 00 E NEW O 5 WER '4;� \ \ ■ . .x: pis.. �I�IIIIIIIIIIIIIIIII ® PANELN IDE 0 - OFFICE � W P =I HD 6x6 6x6 C . (3) FRE CH SLIDER `jN z4 u* --� HD r BBIEs _ © _- -- - w HD 6x6 O 1 *'%d-1 M:L. —' (�\ \ WOO `- - -'��,; SITTING �i POST o� L I ` � x EXIST. T�- 26x6 HD EXISTING 0 3' O' P�� NEW ' POWDER N x6'_8" ��` SCREENED NEW 2'-6" HIGH `Z CHANGING �� " ;t' 1 ® RECESSED PANEL RIDGE c�x w cD "7 5-" I. ROOM ' N� 11'-5-2" - DN 7.5 3'-0" m ORM. N PORCH w KNEE WALL- 5ET BETWEEN 9 5 ;� P 2 p '� ISLAND 1' DOWN 4" 2 23'-1" 2 32" I MUD ROOM _ REF. m (2) 3-O xFRENCH �►;7 / \ BWESTONE N in ELEVATIONS ONS LUMNS - AAS FINISHED WN ON 4. REF. \ FLOORING N 1 - I =N 2'-6"x6' 8" DRAWER/ POCKET is z� � D 31.5" W ! 1 g" </C�V.P. R �n K CLADDING TO BE AZEK � — W.P. (2)14'xX ALL WEATHER FLAT STOCK TRIM _ ' O" EXTERIOR FRENCH DOORS Coo EXISTING L- , M.L.MLHDR. N. I EE SCHEDUL \ 2x 10 R.R. @ 16"' O/C 2x 10 - . @ I6"0/C > ai`X m; x6-8 ANDERSEN - S — _ ^v. g 2-6 x6 8" o_ U 2x I 0 G.J. @ I 6" 0/C J 2x1 • G.J. @ I 6" 0/C BATH ; : • - • Z POCKET _ EXISTING CEILING JOIST _ KITCHEN } b z - DOWN 4" ® O w � _ "3 - o +I, ASSUMED DIRECTION UPDATED "' N J W.P. p w HSS 3 1/2" (I3 1/4" N o / O ROOM o +I 7,-7„ z _ IN N _ 0 _ � � '►;� PLACE NEW DOOR o 6x6 STEEL COLUMN X c=n _ WINDOW _ �, `�'; REMOVE EXISTING 0 24"x24"x 1 2" DEEP 'c WI ` 0 0 - _ — _. « x' QUEXISTING LOCATION FOR x >nNw- EXISTING EXISTING �: ' Q Ar POURED CONC. WINDOW SYMMETRY OF FIREPLACE rn N Lu cp - m — — MODIFIED - m c� = FOOTING BELOW �_ DEN \ N w 2x8 C.J. @ 16" O/G NFc- PANTRY 0 : z - \ p I _ — SLAB 9-5 3-7 N. NO CHANGE 0. \ N 'n NOTE: NEW 7'-0" N EXISTING N I N 2 CAR NEW ARCHWAY "� w o c� ENTIRE GARAGE , Z.. i� z TO RECEIVE " _ GARAGE W.P. REMOVE FIREPLACE-0-LIVING \ �- EXISTING DooR To -�- ROOM N ►i TYPE "X° �\ /� \ �y O MAINTAIN POCKETS W.P. W.P. X u� 6x6 FIRECODE X I \ Cr) ACCESS INTO EQUAL EQUAL N N ■ nilli m - Yr. • GYPSUM BOARD i / \ I Q w STORAGE BAY oi THRU-OUT V _ N o m 2 - \ I _ _ : _ p 0 w (3)2x12 HDR. ALL WALLS 30"x30" o ��;' — c� STORAGE AREA 0 0 0 O J ' (3)2x 12 HDR. �� — CEILINGS \ To Q x +I z w ___ LAUNDR �■ w El WOOD SCUDDLE c� - _ _ �' y R \ \ p m : 2 i� Q POST :t Co SIMPSON Strong-he Tie ATTIC ACCESS w Q ROOM • EXISTING WINDOWS EXISTING ABOVE 6x6 INNER - 9 CONTRACTOR TO z 2 0 n EXIST. z _ GARAGE PORTAL DISCUSS EXACT I W.P. U DOWN ±I 0 o U STRUCTURAL POST DINING c}'\ - }- ��, EXISTING c) z n < TO BE CLAD WITH STEEL WALL LOCATION WITH -±- 13'-3" -L---' x — 0 ROOM N- t, z DECORATIVE TRIM TO LEGEND #SSW 18x7 HOMEOWNER \ , , COVERED ENTRY w -§ N _ _ - O A REMAINING DIMENSION .� w EXISTING FLOOR JOIST „ EXISTING WINDOW 1 d z ASSUMED DIRECTION (V.I.F.) 0 x OL UM S AROUND B ' 8-0 WIDE 8-0 WIDE Rr D w FRONT DOOR x 7'-0" HIGhH x 7'-0" HIGH 0 TYPICAL OF(6) EXISTING PARTITION 6x6 OVERHEAD OVERHEAD \ I tr'. In INSULATED DOOR INSULATED DOOR 0 EXISTING WINDOW ® NEW WOOD POST �� '-i: N CLEAR FOR � � �� REMOVE EXISTING � WOOD P05T ABOVE _ VERIFY HEIGHT\ \ ■ ' ''lC1. HD COUNTERTOP O OHD ,, E E I OR. ODR. n .", NEW WALL CONSTRUCTION HD® SHEAR WALL HOLD DOWN VV.'. VV.'. EXISTING EXISTING EXISTING EXISTING SEE SHEET C2 FOR DETAILS WINDOW WINDOW WINDOW WINDOW 0 El AND SIMPSON STRONG TIE Y\______ Ag NEW CONCRETE SPECIFICATIONS SEM FOUNDATION WALL EXISTING HD��.� SHEAR WALL HOLD DOWN EXISTING TRELLIS COLUMNS o EXISTING WINDOW AND WOOD POST COVERED AROUND ENTRY FRONT DOOR b m I NEW WINDOW ■ H55 3 I/2" O I/4" STEEL COLUMN 24"x24"x I 2" DEEP POURED CONC. 0 LI U NEW DOORIO�OBING BELOW EXISTING EXISTING UNLESS OTHERWISE NOTED PLANTER PLANTER HARDWIRED SMOKE ALARM 2'-4" 8'-0" 3'-4" / /8'-0" 2'-4" - EXISTING DOOR S UNITS AS APPROVED BY NFPA 72 / / 24'-0" 2 I'-7" 11'-9" 36'-6" 11'-I I" HARDWIRED SMOKE / NEW ATTACHED (2) CAR GARAGE / EXISTING / EXISTING / EXISTING / / 5 C ALARM/CARBON MONOXIDE NEW SCREENED PORCH UNITS AS APPROVED BY NFPA 72 105'-9" / WEBER RESIDENCE kiflt �!'` 1905 FAIRWAY DRIVE DATE: O- >� O- fIR5T � L�� I� PLAN ,.,....., ;1��/�� ',��` ';�� CUTCHOGUE, NEW YORK SCALE/"= I -0 . ' , �> m jparchitecture.com site Nilf,/ tcciiii-, F( RST FLOOR PLAN .,.,: 3 A,, mjpallarch@gmail.corn—email � `' �� ,� `�` 631-751-3870 O all '-,-Ir',1 MICHAEL JAMES PALLADINO 0 ARCHITECT P.C. z _. 3 ARCHITECTURE 0 INTERIORS of 1 1 I ______ LEGEND r . ROOF PLAN NOTES : 46 I . ALL INDICATED POSTS TO BE G" X G" UNLESS OTHERWISE NOTED. ( l EXISTING PARTITION ® NEW WOOD POST 2. ALL ROOF SURFACES TO BE ASPHALT ROOF SHINGLES 1 I REMOVE EXISTING WOOD POST ABOVE OVER 3OIb. FELT OVER 3/4" CDX EXTERIOR PLYWOOD SHEATHING NEW WALL CONSTRUCTION HD® SHEAR WALL HOLD DOWN I SEE SHEET C2 FOR DETAILS ( 1fi 3. INSTALL CONTINUOUS RIDGE VENTS AT ALL RIDGE BEAMS AND SIMPSON STRONG TIE IEms j NEW CONCRETE SPECIFICATIONS I 4. INSTALL 2" X G" @ 16" O.C. COLLAR TIES @ ALL RAFTER TO RAFTER FOUNDATION WALL I CONDITIONS HD:'. SHEAR WALL HOLD DOWN II i it I 1 D ( EXISTING WINDOW _ AND WOOD POST 2x 1 O R.R. @ 1 6"O/C J 2x I O R.R. @ 16"O/C 5. ALL SOFFITS TO BE BEADBOARD WITH 2" STRIP VENT T j il ID d NEW WINDOW • HSS 3 !/2" 0 I/4" I STEEL COLUMN Q 6. INSTALL SIMPSON WV CONNECTORS WHERE ROOF RAFTERS MEET 24"x24"x 12" DEEP I W RIDGE BEAM (BOTH SIDES) POURED CONC. co I NEW DOOR FOOTING BELOW p v I 7. ALL FLASHING TO BE LEAD COATED COPPER SLAB ' A , N e7_,-.1_ A ' UNLESS OTHERWISE NOTED N rI 1 �/ 8. INSTALL ICE SHIELD AS PER CODE, MINIMUM 24" PAST THE WARM SIDE ' m 11-1 w { OF WALL LINES INCLUDING ALL VALLEYS O HARDWIRED SMOKE ALARM I EXISTING DOOR UNITS AS APPROVED BY NFPA 72 p � I HARDWIRED SMOKE S C ALARM/ CARBON MONOXIDE UNITS AS APPROVED BY NFPA 72 _t____ I I I ---- NEW ROOF EXISTING SECOND FLOOR TO REMAIN UNCHANGED , 4 EXISTING ROOF I 1 + 1 EXISTING EXISTING EXISTING I EXISTING NEW WINDOW WINDOW WINDOW !, '1W WINDOW 1; I 1 •"-L' , • o @ 2xI0R.R. @IG"O/C 2xI0R.R. @IG"O _ S _ , i r1 -2. EXISTINGI II• r N _,_ z 0 O © BEDROOM #4 (3)2x 12 RIDGE BEAM I o � - SEE TYPICAL ___ @.) w - -I =7 _ DETAILQi k, e2 Y \ I Q N W CD 1 r - V Lu __, REMOVE - 0 o o EXISTING -- — - � r^ N _i WINDOW — g / , X Q - RICKET N (nt U AN _.___� O R , p O I -leI'CO EXISTING CUPOLA EXISTING (� s �y TO BE REPLACED _ EXISTING BEDROOM #2 Ifir/ / 111 WITH LARGER ONE q<< — ( 42"x42" z o 0 BEDROOM #3 ZD p 6x6 ) EXISTING ROOF _z I W.P. N NEW ROOF II �� (� JIL () \ - PC— R3IR3I.4 +I I --A �0 0 r- z I EXISTING EXISTING AO- I + 1 F I I WINDOW WINDOW SECOND (LOOK PLAN o 0 0 0 SCALEY4" = I'-O" 4" 4" VENT STACK J L J LVENT STACK ROOF LINE NOTE: I EXISTING _ PROVIDE 2" HOT AND COLD COPPER OR PEX SUPPLY LINES FROM BATHROOM __ — 4" HOT AND COLD COPPER MAIN (VERIFY PIPE DIMENSION IN FIELD) NOCHANGE — � � — � 4' 4 IT2 I "— I z' 1 2 4" ROOF LINE JJ LVENT STACK VENT STACKJ L ( EXIST. EXIST.I EXISTING J LVENT STACK ROOF LINE I BATHROOM LAV. EXIST. LAV. EXIST. NO CHANGE EXIST. W.C. EXIST. W.G. SHOWER J SHOWER -r' r 1 )" 2nd FLOOR LINE 2" 2" 4" 4" C.O3 C.03 4" 4" EXISTING NEW L .NEW _ POWDER ROOM MASTER LAUNDRY 1 NO CHANGE I BATHROOM BUILDING LINE s NEW ROOM I EXISTING ___- -- BATH ROOM I IKITCHEN I _- -- '�` �, NO CHANGE --- l'- I " IIS' I ► � I 1 -" I12 1 i r- 11 42. EXISTING I EXISTING r EXIST. I NEW II NEW I RELOCATE SLOP 4" KITCHEN Q.W. EXIST. TUB I NEW BUILDING LINE LAV. EXISTING SINK SINK � LAV. LAV. EXIST. NEW I WASHER L W C OMTWERRN C W.C. NEW R MACHINE s/ r r NEW I R W.C. So ( / ) '' — Ist FLOOR LINE WEBER RESIDENCE s� DATE: 1 0- 1 0– 14 U 2 2.. 2.. U ,,...e..._... 2" /---IC 2 4" 2 2" 2" 2 4" 'a`�� 1905 FAIRWAY DRIVE 2" C.O. 42,- �~4�R �t �1 2" / L;cO 0 4...'' � ( `'' , . CUTCNOGUE, NEW YORK C.012„ Z-IIC4" C.Oa 4 4 k r;,.. .; z . „ '�� t �' m jparchitecture.com site .. . � PROPOSAL EXISTINGV. ,,`: -. f' 4"N F.A.V. ,,-,.s mjpallarch�gmail.com—email c.o.�r \ I a fi' SECOND F LO O!� PLAN 631-751-3870 4" L t�iS J° a 315? i. Er � DIAGRAM4..N LUMBING R SR TO EXISTING -OA_r��l��ii I�' MICHAEL JAMES PALLADINO ARCHITECT P.C. EXISTING SANITARY 4" HOUSE TRAPA. 4 N.T.S. SEPTIC SYSTEM ARCHITECTURE 0 INTERIORS of 1 I 1 1 1� , r1 F I 1 1 I I , 1 1 1 1 I 1 I ri EXISTING CUPOLA },J, TO BE REPLACED DOII , ' ; ' ; I i I 1 iI , WITH LARGER ONE � rr c r Ir 1 , u_� a 1, EXISTING CHIMNEY NEW 40 YEAR Eft NMI _ ARCHITECTURAL mom. ummonomommismimiar.umASPHALT ROOF SHINGLE ' L COLOR CHOSEN BY OWNER RIDGE VENT EXTEND EXISTING ( 1 � .■.� RIDGE VENT ROOF A5 REQUIRED — I NEW �—° CROSSHEADS *CASING NEW (2) 8 FOOT WIDE DOORS I ON EXISTING WINDOWS FOR NEW (2) CAR GARAGEMIN V • I OE OE " ' I2 j ' j IMIll 5 �-22.5° I ■ EXISTING TRELLIS .. r I • 1 , EXISTING I - 2nd FIN. FL. ----_._ y PLATE HT:-1 - IIIIIIIIIIMIIIIrli __`__----- u_______ _-----rte_ =___ --1:U1 f�l�T•,�._I _ _ - 1 >t- ----ice -- i---1--------- , ,r- �_r _ -__ __ _ _ -___ 7. 1�-� te_ ----- - X11 -- _ — � ��_r_.�.-__ TOP OF HEADER - -_ —_ WIIIIIIIIIIIIIIII mei imm ___ - _�. I ■ I�T___ ! E E - ill ! 1 ___• -� / 12 O.H. 1 - ■ h l s,s{ k r' - I► ,��■... _ �� _ . _ , _ ��. � — - NMI I nips ism 7, - � —_—• __— _ 1FF .alta :, NEW SCREENED PORCH E E EXISTING WINDOWS �■ E _�.In AIM Aim moo nil _oft.�.�r rim +1 f 0 — �— rapL COLUMNS TO MATCH I --IA O 1_—_� �__ _ �_�_—,� x EXISTING AROUND F NIMII 1 A umin � _1F� ' - —_ ---- 1 _—_ - Alm v___ 'i -=T-- tin-�+_ - =— --•_: -. FRONT DOOR _ _ r��l—�_ I_ ___ !— _— EXISTINGariailiiiims __ _- �...�.�,____, .1.-.� __rT_'� � ' -- �W FIN. FL _��-II _• - — In -! _sem_ —_— __�■ _—__�--- -- _- �,_�� _ —' ---1-15t �_ -- _�i - "— _ �� FF.. ,— F -„,,-7,__. �_� _ � •F�� :�- � PORCH FL �. _r=— ter;.imeiii _ _�.,,..,..._,. t - ,e—_ FLOOR BI 1111 �r�11�11�iru_�rrrrC - Y,, , GARAGE SLA MEM .�== ===. .'j -----�. �_� _tomme4 rwm"1.1.11. GRADE 24'-0" SEE PORCH WALL o _z -� NEW SHUTTERS E REPLACED WITH SHORTER ONES TOT RE-INSTALL 5HU I I ERS GRADE g NEW(2) CAR GARAGE * CROSSHEADS ACCOMMODATE NEW COUNTER TOP EXISTING BRICK FACADE DETAIL-THIS SHEET I o Co ON EXISTING WINDOWS FILL IN OPENING WITH BRICKS TO MATCH EXISTING � NEW CROSSHEADS m I ON EXISTING WINDOWS 12'-0" NEW SCREENED PORCH CEDAR PERFECTION SHINGLES �- MATCH EXISTING TO WEATHER _� I-_ I s -I- --� � s --C., AZEK FRAME FOR SCREEN PANELS - STEP DOWN 54" x 4" W/SCREEN STOPS AS SHOWN FOOTINGS A5 REQUIRED / 5/4" CAP SILL 1 I 1 FRONT ELEVATION \._,,,_..„..,_ AZEKI" SOLID CROWN 2"x4" TOP PLATE @ 30" AFF. SCALE/4" = ILO' 5/4' AZEK FLAT PANEL STOCK W/ �` 2"x411@ 16" 0/C _� RECESSED PANEL Wi 3/4' AZEK ' BED MOLDING. (TYPICAL FOR I 1 INTERIOR* EXTERIOR FACADES) b NEW WINDOW •,I _ %" PLYWOOD SHEATHING m 2"x4" BOTTOM PLATE - ANCHOR , - EGRESS WINDOW AS PER CODE BOLT TO CONCRETE SLAB ' - R3 10. I - R3!0.1 •4 5/4"x6" AZEK SUB FASCIA I . 4" AZEK BASE MOLDING WITH 3 I/2" TOP OF BLUESTONE FLOOR PROJECTED CROWN ` -� \ r- A 1"x2" EDGE r VENT @ALL ROOF LINES AZEK FASCIA AZEK SUB-FASCIA POKCI-1 ON RAKE BOARD V DETAIL ,� - SCALE I F. = 11-0" ~ 0 CRICKET '-. --==-� EXISTING TRELLIS \ 1....~.IMISIMPT.MINS1.1111= . • WINDOW S DOOR SCI1 EDU LE — SPACE/ROOM PRODUCT # ROUGH OPENING TYPE NOTES/COMMENTS PLATE HT. 01 EXISTING BEDROOMS #2 TW2 1041 O 3'-Og"x5'-Og" DOUBLE HUNG EGRESS WINDOW — - v I _ Q NEW MASTER BATHROOM 283 I 0-2 5'-78"x4' O8" (2) DOUBLE RUNGS TEMPERED GLASS - MULLED TOGETHER 1 J I GARAGE PEDIMENT/ FRONT * REAR WTR 1815 I'-I Og"x I'-78' TRANSOM InIMMI, 11, p. _ ;t. is r''6 ,1 `X c .- ;'.41-7;�s%F�! '*:'::!-ri;.:,::;:".ca' 1,r ',!''_••,-''i"'1,t.,PAR.'('liPl(Y; .... _... _. _ i " C-, ,,=, °s F x ` `,�Rii'E?� ti t is i'�} y �- .t�5i*� 1 = a - - --- - - 0 NEW MASTER BEDROOM FWH5061 I .51-0"x6'-1 ! FRENCH DOORS I ::1't,��i ae; *' 4y?4i -,, +,!i"7?r0-1 r ii; ,:ta ;,'-. c`.-'rf#�f v `fa.5 n*:-EE, i 'u I Fi 0 NEW MASTER BEDROOM 210410-2 5-I 18x5-Og (2) DOUBLE RUNGS EGRESS WINDOW- MULLED TOGETHER -;f.s-iy # is'»�?i1i?z:i' ':' -• L ."tY,, z, -` g-i i,>i0 1_ i.4,- 1 # I 0 NEW GARAGE 244 I 0-2 4'-I I g"x5'-08" (2) DOUBLE RUNGS MULLED TOGETHER < EXISTING '�i,,-,��y'�r�x �;�'� �� ,,-�� „�-;�'�'�; �-n �� '� 3 ' Ef71,,,1 �r�1{ ,ag yz -a-AT y c - -y 1 "i'+ tsr l`jil�' , COLUMNS „-,,1-0�t,,,_`_ , . � F ' Ff. , gN , jf , - - I AFI AROUND E ”§ 'x" jI'i" k,� s ,s Y i f`t` 02 1 O 0 NEW MASTER BEDROOM CLOSET 24410-2 4-I 1 g x5-OF (2) DOUBLE RUNGS MULLED TOGETHER FRONT DOOR-`-� 0 a? �,,� ;� 4. 3 q _ a ;: pit , ,+fi Q EXISTING BEDROOMS #2 WTR 18 15 I'-I Og"x I' 78° TRANSOM eit - f s€}. t 4"[r. 3i wm L r 3 s 4.107.1V-3:,,,,_1--4.1 r ytd' - F u u . :i1. 4... '.l ; y,s,-,,,_ ,*T 1 .F______ 9 EXISTING KITCHEN FWH296! lAR 2-9 x 6 ! ! FRENCH DOOR IN EXISTING OPENING EXISTING DEN 9'-I" x 6'-1 I" (3)PANEL GLIDE FRENCH VERIFY EXACT SPEC WITH ANDERSEN e --• FIN. FL. NEW GARAGE 3' OS"x6'-8" SOLID CORE DOOR WITH WINDOW NEW MASTER BEDROOM N — „ „ FIXED - CUSTOM GROUPED WITH SEE DETAILS .1---- H F=1 = • Imo' I If - - \ NEW MASTER BEDROOM 7-1 x6 6 FIXED - CUSTOM GROUPED WITH SEE DETAILS wpmD GRADE VARIE NEW SCREENED PORCH FWH3 I G8AR 31-0g"x6'-8" FRENCH DOOR. NEW " CROSSHEAD *CASING SEE PORCH WALL NEW SCREENED PORCH NOTE: "- ON EXISTING WINDOW DETAIL-THIS SHEET COLUMNS TO MATCH I IL *1i ( IF~HOME=15 55 THAN 1 MILE FROM WATER' EXISTING AROUND I ILL= 1 I I OPTION 115 STORM WATCH WINDOWS - OPTION 215 PLYWOOD PANELS ACCORDING TO DETAILS FRONT DOOR {_---_j I STEP DOWN I I I FOOTINGS / I I AS REQUIRED !7'-42" 25'-I" WEBER RE5I DENCE / DATE: 10-- 10— I4 / 42'-5-2" NEW ADDITION ,s41,--N- , 1905 FAIRWAY DRIVE ,,,,� e4+L ,: AL <-2;* " CUTCHOGUE, NEW YORK 9 t ��} - �,', -,tom �'c,-\ mjparchitecture.com site QY ti , � PROPOSAL I .7 - f2 GI-1T51DE z� I. .' ``� � mjpallarch@gmail.com email SCALE/4" = I'-0" ` J` `31 �' I, ELEVATIONS 631-751-3870 /if : - IV 9 V MICHAEL JAMES PALLADINO 0 ARCHITECT P.C. A.,.... 5 ARCHITECTURE ° INTERIORS of I I • I 1 J 1, REMOVE EXISTING WINDOW REPLACE WITH NEW- AS SHOWNlic EXISTING CHIMNEY C_ioo NEW CROSSHEADS *CASING a ■ EXISTING CHIMNEY 7, ON EXISTING WINDOWS 0 t EXISTING CUPOLA TO BE REPLACED WITH LARGER ONE 10"X 16" RIDGE VENT lAltAll& _� 42"x42„ RIDGE VENT VENT 111111 ■■ .■ =Mi RIDGE VENT O O O — ''. "1 ''. ''''..---.000000.4,44444.444444044 I' , Mr Allik , 12 22.5Q 5 CEILING HT 1,-� l- ii PLATE HT. MMIMINIMEMPIPP- \ - ..... -�` �� PLATE HT.-1 \ IIIIIIIIIIIIM mum ® I'-0" O.H. b I) NMIC' 0 ll �� E QE E .. ®-1 ❑ Eln CI 0 = +I i Z 1 (r)1---OZ O FIN. FL. III I ' i -O i )\ \ IN , A GARAGE NEW DOOR INTO GRADE Zp GRADE III ®\ III I _ NEW (2) CAR GARAGE L _= b z EXISTING Z� z EXISTING OUTDOOR SHOWER I, 24_O b+I ( ( roI BILCO DOOR ( ro ( AND SHED �(__—___) NEW (2) CAR GARAGE Co L I SEE WINDOW SCHEDULE NEW BLUESTONE — — — — — ‘I‘ ( AND WINDOW DETAIL ( PLATFORM STEP NEW BLUE570N'E NEW NOTE: _j PLATFORM STEP CROSSHEADS *CASING CONTRACTOR TO VERIFY WITH OWNER I ( I ON EXISTING WINDOWS EXISTING CONDITION OF OUTDOOR SHOWER $ STORAGE SHED - REPAIR EXISTING ( ( I CEDAR SURFACES *POWER WASH MAKE READY FOR STAIN *SEALER ''--:---,._ 26'-6" �� NEW ADDITION ® ®, - EAR ELEVATION _ �\ mi_ t,,k0 N SCALE/4' = I'-0" �0 - Cn Cn N EXISTING CUPOLA \ \ \ , \TO BE REPLACED WITH LARGER ONE < EXISTING / I'-6" I 4'-0" I I'-6" 42"x4 2NOTE: / VERIFY.__________,-Cf�o CONDITION EXISTING HOME BRICWNER K CVENE R ONISTING I NG / T 0" / MAIN HOUSE TO REMAIN UNCHANGED NEW 40 YEAR NEW WINDOW U NEW 40 YEAR - VERIFY CONDITION OF ALL CEDAR SHINGLES REMOVE ALL ROTTED DAMAGED PIECES, INSTALL MASTER BARCHITECTURALEGRESS WINDOW / ARCHITECTURALNEWCEDAR- "WEAVEIN" -SAMEPROFILE WINDOW ASPHALT ROOF SHINGLE AS PER CODE ASPHALT ROOF SHINGLE COLOR CHOSEN BY OWNER R310. 1 - R310.1.4 RIDGE VENT COLOR CHOSEN BY OWNER EXPOSURE TO THE WEATHER AS IN FIELD. MAKE READY FOR FINISHED STAIN �SEALER. SCALE 2" = I'-O" RIDGE VENT I0 I C— '10 11 , _ NOTE: ^a ALL NEW AND EXISTING WINDOWS TO RECEIVE AZEK SURROUND TRIM. a ' a I"x4" SURROUNDS, SILLS *STOOL, CEILING HT - / a a EXISTING TRELLIS 6" CROSSHEAD A5 SHOWN WINDOW $ DOOR SCh EDU LE — THRU OUT ON ALL FACADE ELEVATIONS ____- — _ � ' / a SPACE/ROOM PRODUCT# ROUGH OPENING TYPE NOTES/COMMENTS �' a a Q EXISTING BEDROOMS #2 TW2 1041 O 3'-O8"x5' O8" DOUBLE HUNG EGRESS WINDOW PLATE HT. -- _ __ _y�� a� - © NEW MASTER BATHROOM 28310-2 5'-78"x4'-O8" (2) DOUBLE HUNGS TEMPERED GLASS MULLED TOGETHER �— — — T _ a © GARAGE PEDIMENT/ FRONT * REAR WTR181 5 1'-10+,"x11-7e TRANSOM 4, 11-- r, - l r - - 0 NEW MASTER BEDROOM FWH506 I I 5'-O"x6'-I 1" FRENCH DOORS ® �i' \\ a e 0 NEW MASTER BEDROOM 2104 I 0-2 5'-I 18'x5'-O'" (2) DOUBLE HUNGS EGRESS WINDOW- MULLED TOGETHER b _ I 0 NEW GARAGE 24410-2 4'-1 18"x5'-O " (2) DOUBLE HUNGS MULLED TOGETHER _ EXISTING ` 0 NEW MASTER BEDROOM CLOSET 24410-2 4-I I x5 0- (2) DOUBLE HUNGS MULLED TOGETHER b t= i �� ( COLUMNS 8 b= I I I I- - AROUND 8 EXISTING BEDROOMS #2 WTR 181 5 i'-108"x I'-78' TRANSOM i`O = / ' FRONT DOOR— ' ® EXISTING KITCHEN FWH296 I I AR 21-9" x 6'-11" FRENCH DOOR IN EXISTING OPENING _ �� Q © .4' EXISTING DEN 9'-1" x 6'-I 1" (3)PANEL GLIDE FRENCH VERIFY EXACT SPEC WITH ANDERSEN NEW GARAGE 3'-08"x6'-8" SOLID CORE DOOR WITH WINDOW --- III II NEW MASTER BEDROOM 7'-I"x6' 6" FIXED - CUSTOM GROUPED WITH SEE DETAILS FIN. FL. /___ — -- r I H' NEW MASTER BEDROOM FIXED - CUSTOM GROUPED WITH SEE DETAILS T NEW SCREENED PORCH FWH3 168AR 3'-O8"x6'-8" FRENCH DOOR NOTE: GRADE EXISTING SHED IF I1t5 t55 TF1AN�t.'�MILE�RZvI-TA/ATE -- b z OPTION I IS STORM WATCH WINDOWS - OPTION 2 IS PLYWOOD PANELS ACCORDING TO DETAILS +1 I I c� 23'-0" NEW ADDITION /--FL I __rif _J 5 STEP FOOTINGS AS REQUIRED WEBER RESIDENCE 26'-0" ''�/ -0 i.: :, 1905 FAIRWAY DRIVE DATE: 10- 10— 1 4 NEW (2) CAR GARAGE r''tp ♦ °^ w p1 A CUTCh0GUE, NEW YORK f t " ELEVATIONS mjparchitecture.com site w mjpallarch@gmail.com—email LEFT SIDE ELEVATION . Vt 631-751-3870 SCALE " = 1'-0" ► `'. i" I4A MICHAEL JAMES PALLADINO 0 ARCHITECT P.C. A...... G ARCHITECTURE 0 INTERIORS of I I I �, I (3)2x 1 2 RIDGE BEAM - SEE TYPICAL ASPHALT ROOF SHINGLES OVER RIDGE TO DETAIL® (3)2x! 2 RIDGE BEAM 301b. FELT OVER RAFTER, -DETAIL®SEE TYPICAL 3/4" CDX EXTERIOR CONNECTORS , PLYWOOD SHEATHING2x6 @ 16" O/C ASPHALT ROOF SHINGLES OVER EXTEND EXISTING ROOF EXTEND EXISTING ROOF 9" KRAFT FACE COLLAR TIESOil, RIDGE TO RIDGE 301b. FELT OVER RAFTER VENT \--- INSULATION (R-30) ��* NOTE: CONNECTORS ONTO NEW ROOF ONTO NEW ROOF 1 SEE REFLECTED CEILING 2x!O @ 16" O/C �♦ �, � �16 - /4" CDX EXSERIOR CEILING BEAMS SHEET E-! PLYWOOD SHEATHING 4 ROOF RAFTERSAft kb, n s" • -- A FOR COFFERED PANEL DETAIL© /r _ (3) 5/8" DIA- THRU BOLTS ' 12 PROVIDE ICE SHIELD MIN. 24" UP - TYPICAL EACH END J�� 2x I 0 @ 16" O/C 5 22.5° 2x6 @ 16" O/C ,��-�� '_ 11141 ---- � CEILING HT. L., �' �ffefelliaTi9•� - ROOF RAFTERS (2) SIMPSON H2 " �.� ♦ —� Irr - CEILING JOISTS COLLAR TIES CONNECTION @ 16 O.C. + BRAa5 , j l ♦ � WINDOW HD HEIGHT 4,1o, 2x 2x 1 O @ 16" O/C 2x6@ 16' O/C �— ' 40 4G►► PLATE HT.--\ -- PLATE HT. I x6 FASCIA BOARD _ ♦♦♦ ��• ♦ ♦� ♦♦♦♦ ,�y► ► maz1 1♦i♦i♦i♦ PLATE HEIGHT I x6 FASCIA BOARD I � T r — - - S/S' GYPSUM— I / VINYL SOFFIT WITH 2" STRIP VENT (3) I "x I I " M.L. � ��1� �� t_4, 1111 L _ ,� \ .� ITT VINYL SOFFIT WITH 2" STRIP VENT CEILING JOISTS BOARD 1111 NEW ,� ( 11 NOTE: 9" KRAFT FACE x8 @ 16" O/C DOUBLE 2x6 TOP PLATE DOUBLE 2x6 TOP PLATE THRU • 1T MASTER II _ ENTIRE GARAGE INSULATION (R-30) 1 6" KRAFT FACE INSULATION (R-I9) 2x6 @ 16" O.C. EXTERIOR STUD WALL TO RECEIVE B" G" 2x6 @ 16" O.C. EXTERIOR STUD WALL NEW BEDROOM II 8- y" PLYWOOD CDX SHEATHING TYPE "X KRAFT FACE WALK-IN `) FIRECODE INSULATION (R-I9) _ — p Y2' PLYWOOD CDX SHEATHING I r TYVEK HOUSE WRAP GYPSUM BOARD CLOSET , II +IDOUBLE 2x6THRU-OU <T L" " SILL TYVEK HOUSE WRAP , WITH SILL SEALONIZED ANDI TERMITE SHIELD HSS 3z m x 4 1 ALL WALLS * STEEL COLUMN CEILINGS DOWN TO EXISTING 3/4" PLYWOOD SUBFLOOR FIN. FL. 54" DIA- ANCHOR 30"x30"x 12" DEEP =1N _ BOLTS @36" O/C t\_______4_ WINDOW FIN- FL- MAIN HOUSE CONCRETE FOOTING - ♦- ♦ •a { ♦♦♦♦ RN UNDERSIDE OF FLOOR JOIST- ___\ GRADE (VARIES) (2) @ EACH. CORNER - — �tint s s 3 2236 S S 11111 R .� �-4- GARAGE SLAB i vs FLOOR JOISTS �fi'I g Z" rt� 1III (3)1 4 x 118 M.L. GIRDER ,. .:,,,Y, w, .: ,:.., MUD ROOM 2x I 0 @ I G" 0/C 10" WIDE POURED CONCRETE 4 DOUBLE 2x6 WOLMINIZED SILL WITH SILL SEAL AND TERMITE SHIELD s 9" KRAFT FACE O z_ FOUNDATION WALL , NEW 4" POURED L_-J 5/S" DIA. ANCHOR INSUL. (R 30) Fr) CONC. SLAB Co TAR WATERPROOFING 6x6 w2.9/w2.9 w-w.m. BOLTS @SG" 0/C 3/2" "ID" S.W. (2) @ EACH. CORNER NEW STEEL COLUMN 20" WIDE x 1 0" DEEP POURED COMPACTED - FILL AS REQ'D � \ - PITCHED TO NEW DOORS Q O DOWN TO CONC. FOOTING '" PER FOOT FOR DRAINAGE I 0" WIDE POURED CONCRETE CELLAR 30"x30"x 1 2" DEEP o WITH (3)#5 REBAR $ FOUNDATION WALL d CONCRETE FOOTING AND 2x4 KEYWAY CELLAR SLAB TAR WATERPROOFING . —, — l \ TYPICAL PERFORATED DRAINAGE PIPE 6" DIA. MIN. SET IN GRAVEL COVERED 20"WIDE x 1 0" DEEP POUREDBY GEOTEXTILE TO RUN @ ALL CELLAR CONC. FOOTING L NEW FOUNDATION WALLS - CONNECT TO DRYWELL WITH (3)#5 REBAR 4" POURED OR FRENCH DRAIN AND 2x4 KEYWAY CONC. SLAB TYPICAL PERFORATED DRAINAGE PIPE 6x6 w2.9/w2.9 w.w.m. 6" DIA. MIN. SET IN GRAVEL COVERED COMPACTED 5ECTION BY GEOTEXTILE TO RUN @ ALL CELLAR FILL AS REQ'D FOUNDATION WALLS - CONNECT TO DRYWELL OR FRENCH DRAIN5 SCALE/4" = I'-O" 3JCT1ON RIDGE VENT I A 2x 1 2 RIDGE BEAM SCALE/4 = I -O 2x 12 - BOTH SIDES SIMPSON CONNECTION LBV - EACH RAFTER �` IAA GERED �� j®�� ASPHALT ROOF SHINGLES �0,400' ' 301b- FELT PAPER 1404 � �� ® ® % _ 34" CDX EXTERIOR SHEATHING 001/ 30 b� FELTROOOFRSHINGLES OVER �� %� %4" CDX EXTERIOR ! ! ��' 3 2x 12 RIDGE BEAM PLYWOOD SHATHING /0 NEW WINDOW ( SEE TYPICAL �/ alEIMIE EGRESS WINDOW DETAIL I� INSULATION (R-30) IIMEIMM A5 PER CODE RIDGE TO RIDGE 2x I O @ I C" 0/C R3 I O. I - R3 I 0.1 .4 IIII RAFTER(3)2x AFTER VENT ROOF RAFTERS CONNECTORS IpPliriII �\?'.."—/{ � 120 5_ CRICKETfi v 22.5 ) SIMP50NHJ _� @I6 0/C r COLLAR TIES i ' ' ''• I x6 FASCIA BOARD CONNECTION 2x4 TIES KNEE WALL TO CLOSE OFF@ 16" O.C. 16" O/CEXTERIOR PORCH FROM iHURRICANE"STRAP CEILING JOISTS VINYL SOFFIT WITH 2"STRIP VENT @DWELLING CONDITIONED SPACE j-' (3)1 4x 1 1 g M.L. 2x8 @ 16" O/C ' SOLID BLOCKING I�I�I�I�I�I�I�I�. TOPOFHDR. ♦ ♦♦ ♦♦e•� ! ♦ ♦♦' ♦♦♦♦� •♦♦♦ ♦♦♦♦ ♦ ♦♦: ♦♦♦♦' ♦!: ♦ ' - PLATE HT-i�opp00011.1°112x6 i'�i_�-'i i i : , i i : i .'•�1111 ,111♦ : 1 5- NN : : j 1111 I:111 , 1111 :/N/ ;/N1 , 1111• X I - immosiimmimi 1 _- (3)2x8 HEADER FINISHED 2x4 @ I 6" 0/C 5 — @ mumimmmommormi 2x8 C.J. 16' 0/C I I INTERIOR STUD WALL 8OGYPSUM DOUBLE 2x6 TOP PLATE 2x I O ROOF RAFTERS 16" 0/C @BEAD BOARD. 1li III (3)2x 1 2 HDR. C2.EILING OVER BATHROOMS TO RECEIVE THRU-OUT 6" KRAFT FACE INSULATION (R-19) ARD ,,, 6x6 INNER PLY WOOD %8" MOISTURE PROOF NEW III STRUCTURAL POST SUBSTRAIT GREENBOARD NEWIII 2x6 @ I6" O.C. EXTERIOR STUD WALL RIDGEDETAIL �� I TO BE CLAD WITH THRU-OU MASTER WALK-IN Yz" PLYWOOD CDX SHEATHING -�� EXISTING 1 DECORATIVE TRIM TO NEW I I CLOSET ' REPLICATE EXISTING p I I BATHROOM TYVEK HOUSE WRAP SCALE 3" = I' 0" SCREENED o COLUMNS AROUND I �--NEW WALL 3/4" PLYWOOD SUBFLOOR FRONT DOOR PORCH W n BEYOND FLOOR JOISTS — il ,, 2x 10 @ 16" O/C FIN. FL-� POST ANCHOR CONNECTOR � 0 1♦i♦ 1♦/♦/♦/♦� 1♦/♦/♦1♦�i 1♦1♦1♦1♦1t 1♦/♦/♦1♦�i/♦1♦1♦1♦� /♦/♦/♦/♦rani 1♦1♦1♦1♦i 1♦1♦1♦1♦ UNDERSIDE OF FLOOR J OI ST 4.4 r.> .. ., s- .. 44.aw,r ..,,�.,•,.. ..�. u. ,, :✓.W M.....i--5:..r:..r n.:w....... .... - EXISTING WINDOW ® ® ��_ 4 z �„ I DOUBLE 2x6 WOLMINIZED SILL 10 WIDE POURED CONCRETE m (3)14 x I 1 i' M.L. GIRDER z FOUNDATION WALL WITH SILL SEAL AND TERMITE SHIELD 0 --- --- 3y" "ID" S.W. I %s" DIA. ANCHOR p o ku fl 20" WIDE x I O DEEP POURED --- __ L_, STEEL COLUMN NEW + BOLTS @36" O/C Z z CONC. FOOTING DOWN TO I (2) @EACH. CORNER p WITH (3)#5 REBAR CELLAR L- L-1 s 10" WIDE POURED CONCRETE it z 30 x30 x 12 DEEP z 1= � u AND 2x4 KEYWAY L—-i L—-1 CONCRETE FOOTING I FOUNDATION WALL c2 O F_=-. w L— t_— i ' TAR WATERPROOFING - O STEP DOWN 1 t___ - - WEBER RESIDENCE FOOTINGS 20" WIDE x 1 0" DEEP POURED CELLAR SLAB " .�.--„, AS REQUIRED — L——J L——J e �� v_D.gDATE: NEW 4" POURED — —— NEWCONC. FOOTING ; ``�� ,A�� .,.�oo,,,� ! 905 FAIRWAY DRIVE 0- 0- CONC. SLAB 4" POURED WITH (3)#5 REBAR "f.'@ ` 4,`-^w 16- � ''\.. CUTCHOGUE, NEW YORK TYPICAL PERFORATED DRAINAGE PIPE '40'''` ,„... 6x6 w4.0/w4.0 w.w.m. I ..1 ,, COMPACTED FILL AS REQ'D 6" DIA- MIN. SET IN GRAVEL COVERED CONC. SLAB AND 2x4 KEYWAY ° �, M1's'^j 6x6 w2.9/w2.9 w.w.m. C KOSS SECTIONS BY GEOTEXTILE TO RUN @ALL CELLAR MAKE READY TO RECEIVECOMPACTED �� -J- ._�� ..�� ' 7):1� mjparchitecture.com site FOUNDATION WALLS - CONNECT TO DRYWELL ( ¢ BLUESTONE TOPPING FILL AS REQ'D ;4,.:,1,r,, OR FRENCH DRAIN 1 _� mjpallarch@gmail.com—email � ,-, ,� `�� SECTION �� :131:131.s2 MICHAEL JAMES PALLADINO 0 ARCHITECT P.C. 631-751-3870 SCALE4" = I'-0" A. 7 ARCHITECTURE 0 INTERIORS of 1 1 / .,„„.-...,.,_.. / 51-0" FLAT PART OF 1 CEILING @ 91-10" 3/4" BED MOLDING ./ llIll-dillgillgglIllhll JDQ - •• :: H :1 Ei H • EQ. 51-0" EQ. ------ / I /I\el A IV ASTER r T.------- .4, x 8" MDF COFFERED PANEL WITH 41" BED MOLDING k BLOCK OUT PLATE LINE/ RAFTER INTERSECTION AS SHOVVN FOR CROWN MOLDING if 1 \ ....--/ --.. .-• ojc3 ...!...___. ..._. i- Ii Hi !I fp)._ I 7 BEDROOM . 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I _ A ri LIVING ROOM —I . • /1 —It- r-A---- 1_,,,__ui A i I I - of COLUMN / . - : . EXIST. I I / : / EQ. / 51-9" / EQ. / / m --- I I ci STORAGE x ..--- -zic?) / ti,g`ri EXIST. 6 x... _._ . : . _ (: -F ..._,,, ,i, EQ. EQ. A __.--. DINING ROOM LEGEND GARAGE DOOR GARAGE DOOR / / - II • I I • I I !!--..' - i•1 ;! ,.\ 0 A RECESSED DOWNLIGHT- LED FLOOD LAMP -WHITE DAPPLE I! \ . : 1 / 5'-I" / 26\" 1\__. LAUNDRY .. , .... ---- - --- - - 0 B RECESSED DOWNLIGHT ON SLANTED CEIUNG - LED FLOOD LAMP -WHITE BAFFLE ROOM 0 vki=• WATER PROOF LIGHT IN TUB OR SHOWER .... E E i I HI TYPICAL LED STRIP UNDER CABINET TASK LIGHTING .... - - 41.1B JUNCTION BOX - OWNER SUPPLIED LIGHT FIXTURE fIRST fLOOK LIGHTING PLAN 4W T-JB JUNCTION BOX - WALL MOUNTED - OWNER SUPPLIED LIGHT FIXTURE $ DECORA LIGHT SWITCH SCALE/4" = I'-0" ...... $3 DECORA 3-WAY UGHT SWITCH kifi i....1 i i i i NOTE #1 : VERIFY WITH OWNER* NIGHT TABLE LOCATION FOR ACT .. ' i i LOCATION OF OVERHEAD LIGHT FOR EACH SIDE OF BED. $ DECORA UGHT SWITCH W/ DIMMER tDECORA 3-WAY LIGHT SWITCH W/ DIMMER 2 14 DECORA 4-WAY LIGHT SWITCH WI DIMMER El MECHANICAL VENT - NUTONE QUIET FAN - 100 CFM MIN. WRAP AROUND FLUORESCENT LIGHT Fl El ELECTRIC GARAGE DOOR OPENER WEBER RESIDENCE ..,. ,---.--_,-----,,, 1905 FAIRWAY DRIVE DATE: I 0- 1 0- 1 4 CUTCHOGUE, NEW YORK ike 4.,,A' ....s,,,r, /0. V•:::* ICI: El ?ft''''' '41 16 4: fl RST fLOOK ELECTRICAL PLAN ' ,,.. 4_ \\0), 5.4 d- i mjparchitecture.com site mjpallarchegmail.com—email 631-751-3870 -31 2., 4,4)„- AM ;f40 Vie k A - -A L JAMES PALLADINO °ARCHITECT P.C. IP ARCHITECTURE 0 INTERIORS E ‘milille 1 of I I I WIN DOW NOTE: Table 3.9A Rafter/Ceiling Joist heel Connection Table 8301 .5 „ p 71If house is in a wind-borne debris region, all new windows NOTES: Requirements for 20 psf Roof Live Load MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS N.Y. STATE BUILDING CODE NOTE: NAILING SCHEDULE ( EXPOSURE B ) and glass doors shall meet the requirements of the large PLACEMENT OF FILL, INSTALLATION OF WALLS, DUMPING OF (in pounds per Square foot) r30 1 .2. 1 . 1 design criteria: MEETS OR EXCEEDS REQUIREMENTS OF WFCM 2001 SBC HIGH WIND EDITION - 120 MPH WIND SPEED missile test of ASTM 1996 and or ASTM E 1886. MATERIALS, EXCAVATING, MINING, OR OTHER SIMILAR DISTURBANCE Roof Span (ft.) Construction in regions where the basic wind speeds from figure 8301 .2(4) 9B OF LAND REQUIRES A SITE PLAN. COMMENCEMENT OF ANY equal or exceed 120 milesper hour have been designed in accordance with: The Contractor shall provideggpre-cut 1/2" plywood panels to ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND 12 24 36 USE LIVE LOAD g NUMBER OF NAIL SPACING cover the glazed llazeseopwninasts shall or papre rl drill idgestto honaccept SUBJECT TO LEGAL ACTION. American Forest and Paper Association (AFtPA) wood frame construction JOINT DESCRIPTION COMMON NAILS equal to w d 12"o.s forpanel span sspa to. Exterior Balconies 60 manual for one and two family dwellings P SITE PLAN TO BE PREPARED BY OTHERS AND SHALL INCLUDE THE FOLLOWING INFORMATION: Rafter Rafter of 16d Common (WFCM) chapter 3 of the 2001 edition R 0 0 F FRAMING Slope Spacing nails per Heel Joint Decks 40 CODE ANALYSIS 1. ROOF DRAINAGE SHALL BE INSTALLED FOR 2" RAINFALL (in.) Splice CAPACITY Passenger Vehicle Garages RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d PER RAFTER 2. ROOF DRAINAGE SHALL BE CONNECTED WITH 4" PVC SDR 35 9 g 50 OCCUPANCY; 3. DRAINAGE SHALL BE INSTALLED A MINIMUM OF 2'-0" ABOVE 12 4 7 10 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d PER JOIST Residential-Single Family Detached GROUNDWATER 3:12 16 5 9 13 Attics without Storage 10 Table 3.25 Sill or Bottom Plate to Foundation; 5/8" 0 Anchor Bolt REFERENCE STANDARDS: 24 7 13 19 Table 3.20 Connections Resisting Lateral Uplift$Shear Loads(1 20mph) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) Residential Code of New York State (2007 EDITION) KEY TO RESIDENTIAL CODE OF NEW YORK STATE Attics with Storage 20 (Prescriptive Alternative to Table 3.2) RAFTER SLOPE: 3:12 23 - 16d ASCE 7-02 (2001 EDITION) Climate Zone: 119 ALL GLAZING IS TO COMPLY WITH SECT. 308 12 3 5 8 4:12 18 - 16d Degree Days: 5750 4:12 16 4 7 10 Rooms other than sleeping rooms 40 Foundation Maximum Anchor 5:12 15 - 16d EACH LAP 8308.4 HAZARDOUS LOCATIONS. THE FOLOWING SHALL BE 7:12 10 - 16d DESIGN LOADS: CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE 24 5 10 15 Supporting Zone Bolt Spacing (in.) 9:12 AND GREATER 8 - 16d Decks/Balconies: 60 psf PURPOSED OF GLAZING: Sleeping rooms 30 Attics: 20 psf R 308.4 (5) GLAZING IN DOORS AND ENCLOSURES FOR HOT 12 3 4 6 Rooms other than SleepingRooms: 40 psf 5:12 16 3 6 8 8' CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) SLeeping Rooms: 30 psf TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND Stairs 40 1-3 Story End Zones 39" RAFTER SLOPE: 3:12 22 - 16d P 9P Stairs: 40 psf SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING 24 4 8 12 THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE 4:12 17 - 16dGuardrails and handrails 200 Handrails: 200# GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY 5:12 14 - 16d EACH LAP Roof: 20 psf; ground snow load 20psf STANDING OR WALKING SURFACE. 12 3 3 5 7:12 10 - 16d Basic Wind Speed: 120 mph 9:12 AND GREATER 8 - 16d Uplift: 22 psf 7:12 16 3 4 6 1-3 Stories Interior Dead Loads: 10 psf SECTION 309 GARAGES AND CARPORTS 24 3 6 9 zone 45" COLLAR TIE TO RAFTER (FACE-NAILED) DEFLECTION LIMITS: R309.1 OPENING PROTECTION Table 3.4A Rafter/ceiling Joist to Top Plate Lateral and Shear RAFTER SLOPE: 3:12 7 - 10d Rafters with no finished ceiling attached: L / 180 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED 12 3 3 4 Connection Requirements (120mph) 4:12 6 - 10d Floors: L / 360 FOR SI FFPING PURPOSED SHALL NOT BE PERMITTED. OTHER 9:12 16 3 3 6 (Prescriptive Alternative to Table 3.4) 5:12 4 - 10d PER TIE OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE 24 3 5 7 6:12 AND GREATER 4 - 10d EQUIPPED WITH A 45 MINUTE FIRE RATED DOOR ASSEMBLY WITH Rafter Wall Height Number of 8d Common nails A SELF CLOSING DEVICE. g 12 3 3 3 Ceiling Joist (ft.) (Toenailed) Required in each Table R301 .2. 1 .2 Wind-Borne Debris Protection Fastening BLOCKING TO RAF ILK (TOE-NAILED) 2 - 8d EACH END R309.1.1 DUCT PENETRATION 12:12 16 3 3 4 SpacingRafter and/or Ceiling ENERGY NOTES DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WAI I S OR Joist Schedule for Wood Structural Panels CEILINGS SEPARATING THE DWELLING FORM THE GARAGE SHALL 24 3 4 5 (in.) to Top Plate Connection RIM BOARD TO RAFTER (END-NAILED) 2 - 16d EACH END 1. Calculations are valid up to 5999 degree days. BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET Fastener Spacing 2. Certified conformance for Zone 119. STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4 foot 6 foot WA L L FRAMING 3. Wood framed floors, walls and ceilings shall have an approved 12 8-10 2 Fastener Panel Span < Panel Span < Panel Span R 309.2 SEPARATION REQUIRED vapor barrier (permeance rating of 1.0 perm) installed on the Table 3.GA Ridge Tension Strap Connection Requirements(120mph) " THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS Type < 4 Foot - < 6 Foot < 8 Foot warm in winter side of thermal insulation. 16 8 3 TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 PER FOOT 4. Windows and slidingdoors shall have a max. air infiltration ATTIC AREA BY HORIZONTAL OR VERTICAL SEPARATIONS - Framing Roof Span(ft.)TO SECTIONS R 309.2.1 AND R 309.2.2 .) # of 8d nails in each 10 3 rating of 0.3 CFM per square foot of window area. Swinging 2-1 2" 8 doors shall have a max. air infiltration rate of 0.5 CFMend 16" 16" 12" per TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16d JOINTS -EACH SIDE R 309.2.1 VERTICAL SEPARATIONS " wood screws square foot of door area. Spacing of 1 1 4 20 gauge strap 5. Skylight shafts shall have a minimum insulation value of R-19. WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN P g g 9 1. Prescriptive limits are based on assumptions in table 3.4. FACE-NAILED 2 -16d 24" O.C. 6. Gara es - front, sides, doors, interior shall have max. U=.40 ATTACHED GARAGE FROM A DWELUNGVAOR ITSUATTIC, THE 3:12 12 2 STUD TO STUD (FACE-NAILED) 9 PARTITION ASSEMBLE SHALL HAVE A 3'4 HOUR FIRE RESISTANCE2. Tabulated connection requirements assume a building located in 7. All fireplaces hall be provided with a damper for outside combustion RATING. 16 3 Exposure B. HEADER TO HEADER (FACE-NAILED) 16d 16" OC ALONG EDGES air 150-200 CFM. All flues shall have tight seated damper with20 4 a max. air leakage of 20 CFM. All fireplaces shall have tight- EXCEPTION 24 4 3. When ceiling joists are installed parallel to rafters, the sum of NOTE: fitting non-combustible doors. the toenails in the rafter or ceiling joists shall equal or exceed the IN LIEU OF PROVIDING PARITIONS THAT HAVE A % HOUR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d PER STUD 8. The Contractor shall submit the design, size and type of mechanical 28 5 tabulated number of nails required. ALL STRAPPING SHALL BE 1Y4 X 20 GAGE systems which will be used, in sufficient detail, as required by FIRE-RESISTANCE GYPSUM BOARD MAYYTRONE LEDER OTTHICK, TYPE "X'BBE E INSTALLED ON THEE GARAGE SIDE OF AND 32 5 \ 4. to ovoid splitting, CS20 OR EQUAL) AND SHALL HAVE A MINIMUM BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, IENDJOIST OR BLOCKING 2 - 16d1'2 PER FOOT the Building Department. p' g, no more than 2 toenails shall be installed in ONE LAYER OF Jz" THICK TYPE 'X", GYPSUM BOARD MAY BE 36 6 each side of a rafters or ceilingoasts when fastened to a 2X4 to (FACE-NAILED) 9. All thermostas shall be adjustible from 55 degrees to 85 degrees INSTALLED ON THE OPPOSITE SIDE. aPPLICATION SHALL BE IN P BEARING OF 12" ALONG RAFTER/STUD/JOIST Farenheit. plate or 3 toenails in each side when fastened to a 2X6 top plate. ACCORDANCE WITH SECTION R 702.3 10. All ducts and pipes shall be insulated as required by code. 4:12 12 2 FACE (TYPICAL FOR ALL CONDITIONS) F L 0 0 R FRAMING 11. HVAC Contractor shall verify heat loss calculations. R 309.2.2 HORIZONTAL SEPARATION 16 2 12. All cellar and/or basement doors shall be insulated. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE 13. The Engineer certifies that to the best of his knowledge, belief, and20 3 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-MAILED) 4 -8d PER JOIST professional judgement that the plans are in compliance with GARAGEOFROM THE RESIDENCE OR ITS ATTIC, SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 3is" 24 3 the Energy Conservation Construction Code of New York State. THICK, TYPE "X" GYPSUM BOARD, INSTALLED IN ACCORDANCE 28 4 BRIDGING TO JOIST (TOE-NAILED) 2 - 8d EACH END (2010) WITH THE REQUIREMENTS OF SECTION 805.1. OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT 32 4 PROVIDE 6 MIL VAPOR BARRIER UNDER 2" CONCRETE SLAB. BLOCKING TO JOISTTOE-NAILED 2 - 8d EACH END WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL 36 5 THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ( ) SEPARATIONS. WHERE THE HORIZONTAL SEPARATION IS A CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE s 5 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d EACH BLOCK SEPARATION SHALL ALSO BE PROTECILU BY NOT LESS THAN " '12 12 2 SAFETY GLASS REQUIREMENTS % ELECTRICAL EQUIPMENT do WIRING SHALL BE INSTALLED IN SAI tIY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: THICK TYPE "X' GYPSUM BOARD OR EQUIVALENT. 16 , 2 Table 3.45 Uplift StrapConnection Requirements (I 20m h) ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d EACH JOIST p q p NEW YORK STATE. 1. Any glazing in any door type SECTION R 311.5 STAIRWAYS 20 3 (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) 2. Glazing in any walls enclosing a shower, tub, sauna or steam room.* (Prescriptive Alternative to Table 3.4) THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d PER JOIST 3. Any windows within 24" of a door.* R 311.5.1 WIDTH 28 3 CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR 4. Any individual pane of glass with an area greater than 9.0 sq. ft. 32 4 BAND JOIST TO JOIST (END-NAILED) 3 - 16d PER JOIST where the bottom is less than 18" above the adjacent finish floor WIDTH AT ALL POINTS ABOVE THE PERIMiiLI) HANDRAIL HEIGHT Framing Roof Span(ft.) # of 8d nails in each EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALL IN AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS 36 4 end ACCORDANCE WITH SECT.R613.5. within 36" of the window. SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" Spacing of 1 1/4" 20 gauge strap IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS COMPRISING BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d PER FOOT of the water.* THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5 INCHES 6:12 12 2 12 2 ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A MOISTURE VAPOR 6. Glazing in stairways and landings within 3'-0" horizontally of a WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES 16 2 RETARDER SHALL BE INSTALLED ON THE WARM-IN WINTER SIDE OF walking surface.* (in.) 16 2 THE INSULATION IN ACCORDANCE WITH SECT. R318. R 0 0 F S H E A T H I N G THERE HANDRAILS ARE PROVIDED ON BOTH SIDES. STAIRWAY 20 2 * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF ILLUMINATION SHALL BE PROVIDED IN ACCORDANCE WITH SECT. 20 2 THE GLASS IS MORE THAN 60" ABOVE THE FLOOR. 303.6 24 3 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD STRUCTURAL PANELS: PANEL INTERMEDIATE 28 3 24 3 CLASSIFICATION OF NOT GREATER THAN 200 WITH A EDGES SUPPORTS EXCEPTION 32 3 28 3 SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN INTERIOR ZONE 5 8d 4" 6" THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH 36 4 12 32 3 ACCORDANCE WITH SECT. 8315. SECTION R 311.5.8 36 3 INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER PERIMETER EDGE ZONE5 8d 4" 4" ASPHALT ROOF SHINGLE NOTES SECTION R 315 HANDRAILS THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 7:12-12:12 12 1 12 2 450 IN ACCORDANCE WITH SECTION R316. GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 4" 4" 1. Asphalt roof shingles shall have self-sealing strips or shall be R 311.5.6 HANDRAILS 16 2 16 3 INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SECTION interlocking and shall comply with the requirements of ASTM D-225 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH 20 2 R702 AND EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH or 0-346, installed in accordance with sect.R905.2 STAIRWAY WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT, 20 324 2 SECT. 8703 CEILING SHEATHING 2. All fasteners for asphalt roof shingles shall be galvanized steel, MEASURED ABOVE NOSINGS, SHALL NOT BE LESS THAN 34 16 24 3 stainless steel, aluminum, or copper roofing nails. Fasteners shall be minimum INCHES AND NOT MORE THAN 38 INCHES. ALL REQUIRED 28 3 12 gage shanked with a minimum 3/8" dia. head, and of sufficient length HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE 32 3 28 4 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD to penetrate through the roofing materials 3/4" and into the sheathing. STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A 32 4 3. Asphalt roof shingles shall have the mimimum number of fasteners as FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE 36 3 36 4 required by the manufacturer. FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN • W A L L SHEATHING NEWEL POSIS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO 4. For normal applications, asphalt roof shingles shall be secured to the roof 1. Tabulated connection requirements shall be permitted to be with no less than four (4) fasteners per strip shingle or two (2) fasteners A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1Yz INCHES multiplied by .070 for framing not located within 8 feet of building 1. Prescriptive limits are based on assumptions in table 3.4. STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE per individual shingle. BETWEEN THE WALL AND THE HANDRAIL corners. EDGES SUPPORTS 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle 2. Tabulated uplift connection requirements assume a building located where the eave is 20 feet or higher above grade or where the base wind R 311.5.6.3 HANDRAIL GRIP SIZE 2. Tabulated ridge connection loads assume a building located with in exposure B. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING Exposure B. INTERIOR ZONE 6 8d 4" 6" speed is 120 mph or greater. TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 3. Tabulated uplift connection requirements assume a roof and 4' EDGE ZONE 6 8d " GENERAL C O N STR U CTI O N NOTES TYPE 1 3. Tabulated connection requirements are based on a total uplift ceiling assembly dead load of 9 psf (0.60 X 15 psf = 9 psf). 4 6 HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN minus 0.6 of the roof assembly dead load (0.6 X 10psf). If a ceiling assembly is not present or if the ceiling assembly is not OUTSIDE DIAMEI LK OF AT LEAST 1Y4 INCHES AND NOT GREAI LH connected to the roof assembly, the tabulated number of nails shall 1. All work shall conform to the requirements of the Residential Code of New York State; THAN 2 INCHES. IF THE HANDRAILS IS NOT CIRCULAR IT SHALL 4. Tabulated connection requirements are based on the 12 inch ridge be increased by nails at each end of the strap. FIBERBOARD PANELS: all work shall also conform to the requirements of anyother Codes and authoritiesq 7/16" 6d 3 3" EDGE 6" FIELD q HAVE A PERIMEILH DIMENSION OF AT LEAST 4 INCHES AND NOT strap spacing, for different ridge strap spacing, multiply the / / having jurisdiction. The Contractor shall obtain and arrange for all required permits, GREATER THAN 64 INCHES WITH A MAXIMUM CROSS SECTION tabulated values by the appropriate multiplier below: 4. Minimum ASTM A653 Grade 33 steel strap. 25/32" 8d 3 3" EDGE / 6" FIELD inspection, certificates and tests. DIMENSION OF 24 INCHES. 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; contractor TYPE LI Ridge Connection Spacing (In.) 12 165 19.2 24 48 72 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD shall have the level of acceptable bearing strata verified in the field. HANDRAILSOVIDEA WITH A PERIMETER GREATER THAN AREA 6l'4 INCHES SHALL Multiplier 1.00 1.33 1.60 2.00 4.00 6.00 PROVIDE A GRASPABLE FINGER RECESS ON BOTH SIDES OF 3, Concrete has been designed in accordance with ACI 318-02 "Building Code Require- DISTANCE PROFILE. THE FINGER RECESS SHALL BEGIN WITH A PARTICLE BOARD PANELS 8d SEE MANUFACTURERDISTANCE OF % INCH MESURED VERTICALLY FROM THE TALLEST 5. When the tabulated number of nails re uired in each end of the ments for Structural Concrete". All concrete work shall conform to requirements and q PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST strap is equal tot and the framing is attached in accordance with recommendations of ACI-301-99 "Specifications for Structural Concrete for Buildings" lis INCH WITHIN % INCH BELOW THE WIDEST PORTION OF THE Table 3.1, the ridge strap and additional nailing is not required. FLOOR SHEATHING (fc = 3500 psi); All exposed slabs,garage slabs, and steps shall be 3500 psi air-entrained. PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST Reinforcing steel shall conform to ASTM A-615 Grade 60. % INCH TO A LEVEL THAT IS NOT LESS THAN 1% INCHES BELOW 6. When a collar tie is used in lieu of a ridge strap, the number of STRUCTURAL PANELS: 4. All framing members shall be Hem-Fir #1 (Fb = 975psi); provide (2) 2x8 header THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF 10d common nails in a steel strap, or the number of 12d box nails 1" OR LESS 8d 6" EDGE / 12" FIELD over all wall openings, unless otherwise noted. THE HANDRAIL ABOVE THE RECESS SHALL BE 14 INCHES TO A in each end of the collar tie need not exceed the tabulated number GREATER THAN 1" 10d 6" EDGE 6" FIELD MAZIMUM OF 23/4 INCHES. EDGES SHALL HAVE A MINIMUM of 10d box nails in the steel strap. / 5. Micro-lam girders (ML) shall be laminated veneer lumber with E=1,900,000 PSI. RADIUS OF 0.01 INCH. Fb = 2,600 PSI, as manufactured by TRUS-JOIST McMILLAN. SECTION 316 GUARDS NAILING NOTES 6. Double frame around all openings, under parallel walls and under bathtubs. Provide Simpson hanger connections at all flush structural load bearing conditions. R312.1 GUARDS REQUIRED 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS 7. All concrete block shall conform to ASTM C90; Mortar shall bet a "M" MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE SHALL yP HAVE GUARDS NOT LESS THAN 36 INCHES IN WEIGHT. OPEN FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USEDg All steel work shall conform to the requirements of the RISC "Specifications for SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES TO MAINTAIN THE LOAD PATH. Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall conform ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE to ASTM A-572(GRADE 50) and A-501 LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM PERMI t 1 LD TO BE REDUCED TO 1 - 16d PER FOOT. THE NOSING OF THE TREADS. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL 9 All electrical work shall conform to local NEC and Underwriters Laboratory requirements. REQUIREMENTS. 10. Pre-fabricated fireplaces and flues shall be UL approved. REQUIRED GUARDS R 312.2 GUARD OONNOPEN LIMITATIONSNING SIDES OF STAIRWAYS, RAISED FLOOR 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. 11. Install smoke detectors and carbon monoxide detectors in accordance with all AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMLIER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE state and local code requirements. RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. OF A SPHERE 4 INCHES OR MORE IN DIAMETER. 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE 12. The Contractor shall verify all existing conditions before starting construction and shall notify the engineer of any ambiguities or discrepancies before proceeding with the EXCEPTION USED. work. If any questions arise before or during construction as to the intent or details of THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND the drawings, the contractor shall call the engineer, Thomas D. Reilly, at (631) BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF THE STAIRWAY 724-7888 for clarification and/or instructions. If the contractor fails to follow the ARE PERM ILL) TO BE OF SUCH SIZE THAT A SPHERE 6 INCHES above procedure, he shall assume all responsibility for the consequences of his actions IN DIAMETER CANNOT PASS THROUGH. WEBER and/or decisions. IBESIDENCE 13. The owner shall arrange for supervision of the construction work to insure }1�. ! 905 FAIRWAY DRIVE DATE: 1 0- I Q-- 14 compliance with the contract documents. SECTION R 807 ATC ACCESS b1= CLIMATIC 8c GEOGRAPHIC DESIGN CRITERIA � �:� ` 4 CUTCI-IOGU>=, NEW YORK 14 When using ACQ pressure treated lumber all nailsscrews,sill plates and R 807.1 ATC ACCESS ! . �' wind straps must be hot dipped galvanized or stainless steel fasteners IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF ��qc, 1 p5 GROUND WIND SEISMIC WINTER ICE SHEIK AIR CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED }O w� ,1 t. p mjparchitecture.com site SUBJECT TO DAMAGE BY UNDERLAY- FLOOD FREEZING EGRESS WINDOW SCHEDULE (ALL SLEEPING ROOMS) TO ATC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A e. "{ TYPICAL SNOW (SPEED IN DESIGN WEATHER- FROST LINE DESIGN MEM HAZARDS INDEX VERTICAL HEIGHT OF 30 INCHES OR GREATER. n, �� ,;;..c;f , mjpallarch@gmail.com-email LOAD MPH) CATEGORY INC DEPTH TERMITE DECAY TEMP. REQUIRED FLOOR ROOM NAME REQ'D CLEAR OPENING PROVIDED (S.F.) THE ROUGH FRAMED OPENING SHALL NOT BE LESS THAN 22 -,, . - FIRST 5.7 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY F 4 v. J" 1j CODE S h E ET NOTES 631-751-3870 MOD. TO SLIGHT TO OR OTHER READILY ACCESSIBLE LOCATION. A 30 INCH MINIMUM, 45 PSF 120 "C" SEVERE 3'-O" HEAVY MODERATE 11' YES N/A 618 SECOND 5.7 UNOBSTRUCTED HEADROOM IN THE ATC SPACE SHALL BEy,� 2�y52 �;;� PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE ? - � ,�' SECOND 5.7 SECTION M1305.t.3 FOR ACCESS REQUIREMENTS WHERE i !k" x i �1 ► i k ■ • EL JAMES PALLADINO oARCHITECT P.C. MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. ,1 ' C 1 ARCHITECTURE o INTERIORS of I I • I CONTINUOUS RIDGE VENT ' /O A 7' TRIPLE STUD � liNir SIMPSON CS20 R DGENUOUS VENT 0 EACH RAFTER - � _ SIMPSON CS20 (5) 8d NAILS EACH '' V ® 16" o.c. (5) 8d SIDE OF RIDGE J \ � O RIDGE (SEE PLAN FOR SIZE) NIAILS 16d \Ae,c % 6o.cLHEIGHT SONL50CH SI►. 7 Y :2:X2 E) LOANCHU1.L ° a.Z '6" X 1'0" •a ' FOOTING (TYP.) •• • FOOTING DETAIL CW135 RIDGE DETAIL @ CATHEDRAL CEILING RIDGE TENSION STRAP CONNECTION DETAIL SIMPSON HTT4/ HTT5 4%. ••Ai% W = 22 9/16" 3046DH 2846DH DETAIL 3 H = 36 3/8" W = 33 7/8" W = 29 7/8", DETAIL 1 DETAIL 2 5.7 sq. Ft. H = 24 1/8" H = 24 1 /8" k _ SILL = 38" 5.7 sq. Fft 5.03 sq. Fft 1000000) 1 SILL = 26" SILL = 26" OVERFRAMING �� ` 3/8" 0 LAG / LSd ROOF RAFTERS f ♦' BOLT ® EACH k\*Alttiii ROOF RAFTER �� - ` SIMPSON CS20 ANDERSEN EGRESS WINDOW SPECIFICATIONS .� V , O STRAP 16" O.C. " 0 THRU—BOLT wI WRAPPED AROUND \ N,Itit. I �'� DOUBLE 2X6 SILL PLATE ,,'SON \ D�Aillikkik....._, H2 HURRICANE \TRIPLE STUD CLIP R IC /� , \ R / WASHERI&4 NUT z ♦♦•♦/�♦♦♦♦'-----)/----- �:•,i♦�V / / 2X — 4" WIDERIl�.�i�_� A A �♦ `N.� / AN/ / SIMPSON 18-16d O 3" x 3" x 1/4" I�� / HTT4/ HTTS NAILS SIMPSON. • ST. KAIE. II SIMPSON (4) 10d NAILSNI5f8" 0 THREADED • HTT4/ HTTS L50 ANGLE / / MAIN ROOF .__-ROD 5/8" 0 THREADED ® EACH ROOF / / .•••ROOF RAFTERS s " rf3 gS ANCHOR BOLT RAFTER / / .J (MIN. 7" EMBEDMENT) �� \ ___ - - f\--1' illEilk . : . � / ® 39" O.C. I� , w:_f--= SECOND FLOOR CS20 ST-AP glE --� _�� SHEAWALL HOLDDOWN 16" OC ! " /1---- I RAF I ER/TOP PLATE CONNECTION DETAIL FALSE VALLEY CONNECTION DETAIL (2) 1�'4 x 11 7/8" ML SIMPSON HTT4 /HTTS DETAIL 9 (1) SIMPSON H2 c, 16" • TRIPLE STUD DETAIL 6 DETAIL 7 FOUNDATION WALL/FLOOR FRAMING DETAIL SIMPSON CS20 DETAIL 8 STUDS CONNECTOR OR (2) 16d COMMON (2) H2 CD ROOF SIMPSON NAILS 6" o.c. TRIPLE CANTILEVER DETAIL CANTILEVER HOLDOWN DETAIL MSTC28 . SIMPSON CS20 OFRSTUDL HEIGHT STUD (2) 16d COMMON DETAIL 4 DETAIL 5 CONNECTOR 2 H2 ® ROOF NAILS 6" o.c. CONNECTOR OR 18-16d FOR FULL HEIGHT - _ _ _ _ ( ) 1 NAILS OF STUD - 1 • TRIPLE STUD DBL TOP PLATE / r �:� 18-16d ,j " �j� " SIMPSON HTT4/ HTTS 7_ 3 4 0 r _ ---/V----------/-- B LTA / !+! NAILS r- (7) 8d ►1711'1'1'' �� HOLD DOWN .. 5/8" 0 ------4------'------ -I -P\ ----� _ - _ {+ SIMPSON THREADED 2X4 CRIPPLE STUDS @ 16"OC ROD SIMPSON HTT1 s ►si ,ti HTT4/ HTT5 _ _ ` 7 HOLD DOWN — AIIIIIIIIIIIIIIIIIII' SIMPSON CS20 I, iMPSON ��i STRAP 0 16" O.C. 4'—O" LSTA21 4'-0" TO 12'-0' '='i /K. . r / CONNECTOR / _ MAX. ��ll o :7. \ .,I TRIPLE FLOOR JOIST (._.-.- • (7) Sd NAIL j�j 'd- v • a.. • a cj -ExSIMPSON HTT4/ HITS (� L •i ` ° e '° _ d < ;� . N N • a- /$ BOLT X NAILS18-1 O TRIPLE STUD � - a:° - • ® 5/g" 0 BOLT X _ .• � 18" LONG 7--'—IT-71--T � a Z24" LONG - -• .:`: a: 2"x6" WOOD CAP/ 2"x4" TOP RAIL / I 11 11 I - - � : a. = <°a- y _ NOECIAL UP 1— ,�jL "1 SIMPSON a ... � :a 1 TOSI4REA I I U RED I MSTC28 ° -. 4X4 WOOD ALTERNATE CANTILEVER HOLDOWN DETAIL I Ii II 1 CONNECTOR LOAD PATH/FLOOR FRAMING DETAIL �: .. -- . - _ : < : _ DOST © 48" I ——1 — —— WRAPPED a a ;. •. 2"x2" BALUSTERS DETAIL 5A AROUND DETAIL 15 a ° a ° _z BOTTOM PLATE ro J @ 5" O.C. SIMPSON ¢_• a LSTA21 2"x4" BOTT. RAIL CONNECTOR H EAD ER TIE DOWN DETAILS FIRST FLOOR 5 WRAPPED SHEARWALL HOLDDOWN ______, 7 4 CLEAR CEDAR DECKING �' AROUND BOTTOM PLATE- 4"x4" POST SHEARWALLFIRST R OO HOLDDOWN SIMPSON H-3 rail, AC 4 ,lDETAIL 17 HURRICANE Y2" THRIJ oI CLIP @ 16" 0. � EA. SIDE DETAIL 16 B 0 LTS • I 1"x 2" (ACTUAL - P 2 x 10 P.T. DECK SIMPSON AB44 DIMENSION) HANDRAIL ® 5" o.c. 2"x2" BALUSTERS " 12" JOISTS @ 16 o.c. POST BASE \ / \(NOTE) ALL MECHANICAL FASTENERS, NAILING PATTERNS & MAX. DJ @ POST : :_WM 1 2" 0 ANCHOR BOLT CONNECTIONS ALL TO MEET OR EXCEED 120 MPH WIND X ,LSC 6 -'.::. (MIN. 7" EMBEDMENT) EA. SIDE " IMPSON LAG " SPEED @ 3 SECOND WIND GUST - REFER TO SHEET C-1 6"x6" P.T. — SIMPSON AB66 4x4 POST CONNECTION DETAILS U210 BOLTS 16" — �� POST BASE '• 1 s" POSTS @ 6 . .. 0 !41 1`I .�'_ 1/2" 0 ANCHOR BOLT DETAIL 11 3"x3"x1/4" j )(Xf1'- : :< •_ (MIN. 7' EMBEDMENT) ASHER & NUTI `-ti ,.t • SiMPSON r��H-3 HURRICANE iststimissom " "..- 1 :-.-.-- CLIP ® 16" 1v4x4 POST _...,.._._ ,wa.. -..._ a ;,-i-:: , : 1 2�� 1�1►�., W/ DIAGONAL ......�\ LAG T. 12 o. `) BRACE - ?-.;~,-- I SIMPSON BOLTS 16" SIMPSON •1 �i!" ri ANCHOR BOLT 2"x10" TREAD WEBER RESIDENCE DATE: 10— J0- 14 '"�-,',.:;� '�;� 0210 U210 � ® 39" O.C. 7" MIN. I I I!7!'� `r- 1905 FAIRWAY DRIVE z -� =•':.° -• AC4 HGR. ® 16" HGR. ® 16" - �'- '_- EMBEDMENT J�r�`�`,:v1-:r, �r�'��''�`^,y`'°� to 5 i• _ rix •, :, '.'.•` EA. SIDE ;C::' �.`'. '',{- R .r. - - I I 2"x10" STRINGER i`LL'� c 4 '''''`-r `e.;`'��, CUTChOGUE, NEW YORK Fa J : •• . SIMPSON PB44 ,rte r`-. `4k ...A. �;., mjparchitecture.com site PORCH/DECK/HOUSE POST BASE p .'• I TYPICAL •. °, i m allarch� mail.com—email .•,'r• l �. ,fid : • --.r �,,`\ STAIR/RAILING DETAIL S , jp g . CONNECTION DETAIL `'� � 315 r CEDE SHEET NOTES 631-751-3870 PORCH RAF I ER GIRDER CONNECTION DETAIL .=. -•;. DETAIL 14 ; , / DETAIL 13 __ • ! ► ►.mil- PORCH/DECK/JOIST CONNECTION DETAIL DETAIL 12 MICI�'AEL JAMES PALLADINOARCHITECT P.C. DETAIL 10 ARCHITECTURE 0 INTERIORS C 2 of I I •1 G t_ N 1...._ R.....A L N c)-T ff- 3 THESE DRAWINGS ARE TO CONVEY THE OVERALL DESIGN INTENT AND GENERAL SCOPE OF WORK. ALL CONNECTIONS, ASSEMBLIES, WOOD FRAMING/ CARPENTRY; ELECTRICAL: AND DETAILS REQUIRED TO CARRY OUT THIS PROJECT ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. THE CONTRACTOR IS TO INSTALLATION OF ROUGH CARPENTRY WORK TO COMPLY WITH "MANUAL OF HOUSE FRAMING" BY THE NATIONAL FOREST PRODUCTS ALL ELECTRICAL WORK TO BE PERFORMED BY A DULY LICENSES CHECK AND VERIFY ALL EXISTING CONDITIONS AT SITE AND EXAMINE THESE DOCUMENTS AND BE RESPONSIBLE FOR ALL ASSOCIATION (NEPA) AND WITH THE RECOMMENDATION OF THE AMERICAN FOREST AND PAPER ASSOCIATION (AF$PA), UNLESS ELECTRICIAN - ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH MEASUREMENTS, DIMENSIONS AND CONDITIONS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT. OTHERWISE NOTED. THE NEW YORK STATE RESIDENTIAL CODE 2010, E330 I - E3905 AS WELL AS APPLIANCE INSTALLATION E4001 , BOARD OF INSTALL ALL FIRE CAULKING AS PER NEW YORK STATE RESIDENTIAL BUILDING CODE 2010 AT ALL FLOORS, AND FRAMING UNDERWRITERS, U.L. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT WILL BE PROSECUTED TO INTERSECTIONS. VERIFY WITH BUILDING DEPARTMENT IF A SEPARATE FIRE CAULKING INSPECTION IS REQUIRED. THE FULLEST EXTENT OF THE LAW. COMMENCEMENT OF CONSTRUCTION WILL SIGNIFY THAT THE OWNER, CONTRACTOR AND TRADE ALL FRAMING CONSTRUCTION SHALL CONFORM TO NEW YORK STATE RESIDENTIAL BUILDING CODE 2010, OR GREATER CONTRACTOR/ ELECTRICIAN SHALL VERIFY EXISTING AMPERE IN DWELLING (MIN. 200 AMP SERVICE.) FOR NEW ADDITION IF LESS THAN CONTRACTOR WILL HOLD THE ARCHITECT HARMLESS FOR ANY AND ALL ERRORS, OMISSIONS, AND PERSONAL LIABILITY. CONTRACTOR FLOOR SYSTEMS: R501 - R506.2.4 200 AMP EXISTS, WITH MIN. I 0 SPARES FOR NEW ADDITION * FUTURE POOL. HE SHALL DISCUSS WITH HOME OWNER A NEW SERVICE SHALL BE RESPONSIBLE FOR ALL ACTS AND OMISSIONS OF IT'S EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS AND WALL SYSTEMS: 8601 - RG 13.7 (8) * SUB PANEL TO ACCOMMODATE ADDITIONAL ELECTRICAL REQUIREMENTS * NEEDS. EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY WORK OR SERVICES UNDER CONTRACT WITH THE CONTRACTOR AWARDED ROOF SYSTEMS: R801 - R808. I , R901 - 907. 1 THE PROJECT. CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK USING HIS BEST SKILL AND ATTENTION. THE CONTRACTOR ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE ACQ PRESSURE TREATED AS TESTED BY ASTM. AT THE TOP OF FOUNDATION CONTRACTOR SHALL DISCUSS WITH HOMEOWNER.THE INSTALLATION OF A GENERATOR TO OPERATE DWELLING DURING A POWER SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR WALLS, CONTRACTOR SHALL INSTALL "SILL SEAL" CONTINUOUSLY, AND COPPER COATED TERMITE SHIELD BEFORE INSTALLATION OF OUTAGE, PROVIDE DISCONNECT SWITCH AS REQUIRE FOR AUTO CHANGE OVER. PLACE WHERE NEW HVAC UNITS WILL BE INSTALLED. COORDINATING ALL PORTIONS OF THE WORK UNDER THIS AGREEMENT. PRESSURED TREATED WOOD SII I S. NOTE ALL METAL FASTENERS TO BE STAMPED WITH BLUE "Z" MAX CORROSION PROTECTION. ALL OUTLETS SHALL BE INSTALLED SHALL BE INSTALLED ON EACH WALL OR WITHIN 8'-0" APART. AS PER CODE. GFI OUTLETS SHALL BE STRUCTURAL LUMBER SHALL MEET OR EXCEED THE FOLLOWING F17 = I , 000 psi, I .6w X 10.6 DOUGLAS FIR NO. #2 OR BLI 1 ER. INSTALLED IN BATHROOM THRU OUT AND A5 WELL AS ANY AREAS WITHIN 5'-0" OR LESS AWAY FROM A WATER BASIN, AS PER ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL BUILDING CONSTRUCTION CODES (2010), ENERGY CONSERVATION ALL SUBFLOORING AS DESIGNATED SHALL BE SCREW FASTENED GOVERNING CODES. CODE AND ALL RULES AND REGULATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION, INCLUDING THE LATEST EDITIONS OF THE AND GLUED ( CONSTRUCTION ADHESIVE) NATIONAL FIRE CODE AND ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. MICRO LAM HEADERS AS PER PLANS. ( M.L. INDICATES MICRO LAM HEADERS) NO OTHER LAMINATE TYPE HEADERS SHALL BE USED CONTRACTOR SHALL PROVIDE OUTDOOR GFi CONVENIENCE OUTLETS WITH COVERS, TWO IN SCREENED PORCH, ONE ON REAR UNLESS OTHERWISE NOTED. (2 a x 10a) FACADE * ONE ON SIDE OF NEW ADDITION - INSTALL (2) IN GARAGE - VERIFY PLACEMENT WITH OWNER. HOMEOWNER SHALL PAY FOR ALL REQUIRED PERMITS FROM ALL AGENCIES HAVING JURISDICTION, INCLUDING IT IS THE FINISHED CARPENTRY : CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR FINISHED MOLDINGS THRU OUT NEW CONSTRUCTION ALL LIGHTING AND SWITCHING AS SHOWN ON PLANS, BUT NOT LIMITED TOO. RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE ALL SITE INSPECTION WITH BUILDING DEPT., HEALTH DEPT., PROVIDE FINAL UL (CONTRACTOR TO DISCUSS WITH OWNER ADDITIONAL ROOMS RECEIVING NEW MOLDING). ELECTRICAL UNDERWRITERS CERTIFICATE, RELEASE OF LIENS FROM SUBCONTRACTORS AS WELL AS GENERAL CONTRACTOR. IT I5 THE (ALLOWANCES ARE FOR FURNISH AND INSTALL). PLUMBING: RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN FINAL C/0 , IT IS THE RESPONSIBILITY OF THE HOMEOWNER TO OBTAIN A FINAL * CROWN MOLDING: $20.00 PER LINEAR FT. ALL PLUMBING WORK SHALL BE PERFORMED BY A DULY LICENSED SURVEY SO TO SECURE C/O FROM THE TOWN OF SOUTHOLD AT PROJECT COMPLETION. * WINDOW AND DOOR CASINGS $10.00 PER LINEAR FT. PLUMBING CONTRACTOR AND SHALL OBTAIN AND PAY FOR ALL PLUMBING * BASE MOLDING $ 15.00 PER LINEAR FT. PERMITS AND APPROVAL- ALL PLUMBING WORK MUST CONFORM IN STRICT ACCORDANCE WITH IF IN THE COURSE OF CONSTRUCTION, CONDITION EXISTS WHICH DISAGREE WITH THAT AS INDICATED ON THESE DRAWINGS, THE ALL MOLDING SHALL BE PAINT GRADE POPLAR, BIRCH OR MDF APPROVED MATERIAL. CONTRACTOR SHALL COUNTER SINK ALL NAIL TO THE NEW YORK STATE RESIDENTIAL CODE 2010, P2501 - P3201 .7. CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND BRADS FILL AND MAKE READY FOR FINAL PAINTERS PREP BEFORE PAINTING. ALL PLUMBING FIXTURES SHALL INSTALLED BE PLUMBER AND FURNISHED BY HOMEOWNER. CONTINUE TO WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. (VERIFY WITH HOMEOWNER OPTION OF STAINED MOLDINGS) ALL PIPING SHALL BE EITHER COPPER HOT AND COLD SUPPLY LINES OR"PEX" INSTALLED AS PER CODE. STRUCTURAL STEEL = ASTM A572 - Fy = 50 KSI ALL STRUCTURAL STEEL CONNECTIONS TO BE PROVIDED BY FABRICATOR IN DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). CONTRACTOR SHALL PROVIDE A "NO FREEZE" HOSE BIB INSIDE NEW GARAGES. ALL STEEL COLUMNS SHALL BEAR DIRECTLY ONTO CONCRETE OR STEEL TO STEEL ( NO WOOD TO BE "SANDWICHED" BETWEEN COLUMN PROVIDE 2 OUTDOOR"NO FREEZE" HOSE BIB'S ONE ON SIDE FACADE, ONE ON REAR FACADE, VERIFY WITH OWNER OF THEIR ABSOLUTELY NO CONSTRUCTION DEBRIS OR MATERIALS SHALL BE BURIED ON SITE OR BURNT ON SITE. ALL REMNANTS OF AND STEEL). PLACEMENT. CONSTRUCTION SHALL BE LAWFULLY REMOVED FROM THE PROJECT SITE IN DUMPSTERS AND DISPOSED OF A5 PER GOVERNING LAWS OF THE STATE OF NEW YORK AT LANDFILLS. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AS MANY DUMPSTERS A5 SUBCONTRACTOR TRADES (1E: ELECTRICIANS, PLUMBERS, HVAC, ETC.) H.V.A.C.: REQUIRED THRU OUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL AT ALL TIMES KEEP THE PROJECT SITE CLEAN FROM SHALL NOT DRILL THROUGH, NOTCH OR ALTER ANY STRUCTURAL CONTRACTOR TO FURNISH AND INSTALL A COMPLETE HVAC SYSTEM ALL IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL ACCUMULATION OF WASTE MATERIALS OR RULBISH CAUSED BY ITS PERFORMANCE OF WORK AND OR TRADE. UPON COMPLETION OF MEMBERS UNLESS INSTRUCTED BY GENERAL CONTRACTOR AND AS BUILDING CODE 2010, M 1301 - M2204.4, G2401 - P2608.5 (IF APPLICABLE). DISCUSS WITH HOMEOWNER THE AMOUNT OF ZONES PROJECT CONTRACTOR SHALL LEAVE THE PROJECT BROOM CLEAN, REMOVE ALL DEBRIS, TOOLS, CONSTRUCTION EQUIPMENT, PORTA PROVIDED FOR IN THIS CODE SECTION FOR AN EFFICIENT DISTRIBUTION OF CONDITIONED AIR. SYSTEM SHALL HAVE A MIN. SEER OF "19" EFFICIENCY OR GREATER. SANS., ETC. MAKE READY FOR HOMEOWNERS CLEANING SERVICES AND LANDSCAPERS. 8502.8 - R502.8. 1 - R502.8.2 - R502. 11 .3 - ALL DUCT WORK TO BE INSULATED WITH MIN. 1 -1/2" FIBERGLASS WRAP BLANKET AND FOIL JACKET. RG02.5 - RG02.6 - R602.G. I - R802.7 - R802.7. 1 ALL THERMOSTATS SHALL BE ELECTRONIC PROGRAMMABLE WITH FULL WEEK AND DAY TIMER 5L11 INGS. ALL UNITS SHALL BE CONTRACTOR SHALL SUPPLY ONE (I) PORTA SAN. FACILITY AT ALL TIMES ON SITE THRU OUT THE DURATION OF THE CONSTRUCTION 8802.7.2 - 8802.6 - R502.5 INSTALLED ON A PREFAB APPROVED PLATFORM OR 4" CONCRETE SLAB SIZED TO ACCOMMODATE ALL HVAC UNITS AND GENERATOR AND SHALL BE SERVICED TWICE WEEKLY. NO NOTCHING OR CUTTING OF FLANGES OF STEEL BEAMS SHALL BE ALLOWED AS REQUIRED. CONTRACTOR TO INSTALL SINGLE STATION SMOKE DETECTORS IN MASTER BEDROOM AND OUTSIDE SLEEPING AREA IN COMPLIANCE GYPSUM BOARD: WITH THE NYSEC, ASIO. DETECTORS SHALL BE ELECTRIC AND SHALL BE DIRECTLY CONNECTED TO THE LIGHTING CIRCUITS WITH NO ALL GYPSUM BOARD TO BE g" THICK THROUGH OUT UNLESS INTERVENING SWITCHES. PROVIDE ALL IN ACCORDANCE WITH NYS 2010 BUILDING CODE. INSTALL SMOKE AND CARBON MONOXIDE OTHERWISE NOTED - IN ALL BATHROOMS INSTALL MOISTURE RESISTANT DETECTORS AS PER CODE AND AS SHOWN ON PLANS BUT NOT LIMITED TOO. SINGLE AND MULTIPLE STATION SMOKE ALARMS ARE "GREENBOARD" GYPSUM BOARD - IN AREAS OF SHOWERS, TUBS AND ALSO TO BE INSTALLED IN CELLAR AND SHALL SE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTIVE ALL ALARMS THRU OUT IN ACCORDANCE WITH R313. POWEIR SOURCE FOR SMOKE ALARM AND CARBON MONOXIDE SYSTEMS SHALL COMPLY WITH PLATFORMS - CONTRACTOR SHALL INSTALL i" DUROCK (WONDERBOARD) 8313. 1 - R313.4.5. ALL SYSTEMS SHALL COMPLY WITH UL217, NFPA72. NFPA720. IN GARAGE CONTRACTOR SHALL INSTALL it FIRECODE GYPSUM BOARD TYPE "X" ON ALL WALLS * CEILING S THRU-OUT ALL GYPSUM BOARDS INSTALLED IN LENGTHS AND DIRECTIONS WHICH WILL MINIMIZE NUMBER OF END JOINTS AND SEAMS. ALL WALLS THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PURCHASE AND PAY FOR THE COST OF INSURANCE COVERAGES AS REQUIRED. AND CEILINGS TO RECEIVE 3 COATS OF TAPE AND SPACKLE, IN CATHEDRAL CEILING AREAS CONTRACTOR SHALL USE FIBERGLASS COPIES OF ALL INSURANCE CERTIFICATES ARE TO BE SUBMITTED TO OWNER UPON REQUEST. ALL COVERAGES REQUIRED SHALL REINFORCED TAPE, SPACKLE AS INSTRUCTED ABOVE.. IT IS THE RESPONSIBILITY OF THE PAINTING CONTRACTOR TO PERFORM THE INDEMNIFY AND HOLD HARMLESS THE HOMEOWNERS ROBERT * PATRICIA WEBER, AND ARCHITECT MICHAEL JAMES PALLADINO FINAL PREP ON ALL WALLS, CEILINGS, AND TRIM WOODWORK, FOR ALL PRIMERS AND PAINTING. ARCHITECT; P.C. FROM ALL AND AGAINST ALL CLAIMS, DAMAGES, LOSS, OR EXPENSE ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK AS DEFINED IN SECTION 3. 18 OF THE A.I.A. DOCUMENTS AND A201 - THE GENERAL CONDITIONS FLOORING: CONTRACT. POLICIES SHALL BE FOR WORKMAN'S COMP, COMPREHENSIVE LIABILITY, AUTOMOTIVE LIABILITY AND ALL ADDITION CONTRACTOR SHALL VERIFY WITH OWNER ALL FINISHED FLOORING THRU OUT NEW CONSTRUCTION AND PROVIDE PRICING FOR INSURANCES REQUIRED FOR CONDUCTING THE PROJECT. FINISHED WOOD FLOORING, WALL TO WALL BROADLOOM CARPETING, STONE OR PORCELAIN TILE SET ON A "MUD JOB" INSTALLATION, ETC. ALL AS DIRECTED BY HOME OWNER. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE PREMISES SHALL BE NEW AND UNUSED. THE CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE AND THE ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF WINDOWS AND DOORS: ACCEPTANCE BY THE OWNER. ALL NEW WINDOW DESIGNATIONS ARE TO BE ANDERSEN VINYL CLAD WINDOW , SIZE AND FUNCTION AS INDICATED ON PLANS, ALL WINDOWS TO BE LOW"E" GLAZING PANELS, PROVIDE ALL 'TRUSCENE" INSECT SCREENS, "SOL" GRILLE UNITS. WHITE HARDWARE, ALL GLAZING LESS THAN 18" ABOVE FINISHED FLOOR MUST BE TEMPERED. INSTALL ALL REQUIRED WEATHERSTRIPPING, FLASHING, SET CONCRETE/ FOUNDATIONS/ MASONRY; LEVEL AND TRUE FOR A PROPER MANUFACTURERS APPROVED INSTALLATION. EXISTING GRILLE PATTERN SHALL CONTINUE THRU-OUT NEW CONSTRUCTION AS SHOWN * IN FEW. FOOTINGS: SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 1 TON/5Q. FT. AS PER TABLE 401 .4. 1 - IF INADEQUATE SOIL CONDITIONS ARE ENCOUNTERED HE SHALL NOTIFY ARCHITECT FOR INSTRUCTION, CONTRACTOR SHALL VERIFY FOR GARAGE DOOR PROVIDE SELF CLOSING (1) HOUR RATED DOOR INTERIOR TO DWELLING SHALL MATCH FINISHED PROFILES OF CONDITIONS AT SITE. EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: DO NOT DISTURB BOTTOM OF EXCAVATED EARTH SO NOT DOORS. TO DISTURB REQUIRED BEARING CAPACITY. BACKFILL: CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS FOR INSTALLATION OF FOOTINGS AND FOUNDATION WAILS, NO INTERIOR DOORS : PROVIDE AN ALLOWANCE OF $200.00 PER DOOR. STYLE AND FINISH (1E: PAINT GRADE, MDF COMPOSITE, STAINED BACKFILLING WILL BE DONE WITHOUT STRICT INSTRUCTION AND APPROVAL FROM THE BUILDING INSPECTOR. PROVIDE ALL REQUIRED CLEAR WOOD) TO BE DETERMINED BY OWNER. DRAINAGE MATERIAL AS SHOWN ON CONSTRUCTION DOCUMENTS INCLUDING EVEN LAYERS OF GRAVEL, PERFORATED DRAINAGE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF $2,500.00 PER GARAGE DOOR BY CLOPLAY OR WAYNE DALTON * SHALL INCLUDE TRANSITE PIPE TO RUN ENTIRE PERIMETER OF NEW FOOTINGS TO DRYWELL, CELOTEX MASTIC WATERPROOFING, ETC. ALL DONE PRIOR MOTORIZED OPENER* EQUIPMENT. TO BACKFILL. DO NOT BACKFILL AREAS THAT CONTAIN MUDDY EARTH CONDITIONS, WATER, ICE, SNOW FROST, ETC. CONCRETE SHALL BE Pc = 3,500 psi @ 28 DAYS EXTERIOR SIDING AND FINISHES: ALL FOUNDATION WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NEW YORK STATE RESIDENTIAL BUILDING CODE ALL NEW SIDING TO BE WOOD CEDAR PERFECTION SHINGLES, EXPOSED TO THE WEATHER TO MATCH EXISTING $ MADE READY FOR 2010, OR GREATER AS INDICATED ON PLANS AND SPECIFICATIONS . SECTION R401 - R408. PAINT STRAIN. ALL SURROUNDS, CASINGS, CROSSHEADS AS SHOWN ON ELEVATIONS. SHALL BE AZEK OR EQUAL COMPOSITE MATERIAL. PROVIDE ALL VINYL BEAD BOARD CONCEALED VENT SOFFITS, ALL FASCIAS * RAKE BOARDS TO BE AZEK MADE READY TO CONTRACTOR TO DISCUSS WITH OWNER- LOWER EXISTING FIREBOX * LOWERING RAISED HEARTH TO A FLAT HEARTH ALIGNING WITH RECEIVE NEW GUTTERS. WOOD FLOOR. MASON SHALL MAINTAIN FIREBOX OPENING DIM. FOR EXISTING FLUE SIZE. HE SHALL SET "SMOKE ROLL" ANGLE DAMPER TO INSURE PROPER DRAFT OF FIREPLACE. ALL FIRE PLACE FINISHES (I.E. MANTLE, BRICK, STONE -WOOF SURROUND, et>) TO CONTRACTOR SHALL INSTALL AZEK PORCH COLUMNS * KNEE-WALLS WITH RECESSED PANELS AS SHOWN IN DETAIL. PROVIDE FIXED BE CHOSEN BY OWNER* AGREED UPON PRIOR TO LOWERING FIREBOX. PROVIDE OUTSIDE AIR COMBUSTION * GLASS DOORS AS PER SCREEN PANELS BETWEEN COLUMNS AS SHOWN. N.Y. STATE ENERGY CODE. PROVIDE AN ALLOWANCE OF $ 1 ,500 FOR NEW CUPOLA. UNDERGROUND UTILITIES; ROOFING: IT IS THE RESPONSIBILITY OF THE CONTRACTORS * HIS SUB-CONTRACTORS TO CONTACT SUFFOLK COUNTY TO LOCATE INSTALL ARCHITECTURAL DIMENSIONAL 50 YEAR ASPHALT ROOFING SHINGLE. PROVIDE ICE AND WATER SHIELD AT GUTTER/ FASCIA ALL UNDERGROUND/ UNSEEN UTILITY LINES * PIPING - INCLUDING GA5, ELECTRIC, WATER* SEPTIC. LINE MIN. 24" UP ROOF, BOTH NEW AND EXISTING IN ACCORDANCE WITH R905.2.7. 1 . ALSO ALL VALLEYS, AND ALL ROOF TO PRIOR TO ANY EXCAVATION REQUIRED FOR THE ADDITIONS * STRUCTURES. VERTICAL WALL INTERSECTIONS SHALL RECEIVE ICE AND WATERSHEILD. PROVIDE ALL FLASHING, STEP FLASHING, REGLET INTO MASONRY CHIMNEY AT ROOF INTERSECTION. - VERIFY EXISTING MARTCH OF COLOR* PROFILE A5 EXISTING IN FIELD. WEBER RESIDENCE �0 :^ DATE: �, 1905 FAIRWAY DRIVE I O— I O-- 14 ��'� <� ' n CUTCHOGUE, NEW YORK ,,, 6,.:J/ b 1 frq E N E KAL N OTES mjparchitecture.com site , mom- ) mjpallarch@gmail.com_email & 2 f/ 631-751-3870 a I,. ITCHA1b--JAMES PALLADINO °ARCHITECT P.C. C . 3 ARCHITECTURE 0 INTERIORS of 11