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Home My WebLink About49765-Z of s°ulyo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd coulm ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46417 Date: 08/19/2025 THIS CERTIFIES that the building ACCESSORY Location of Property: 375 Mill Rd Mattituck, NY 11952 Sec/Block/Lot: 113.-3-7.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/29/2023 Pursuant to which Building Permit No. 49765 and dated: 09/22/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory pavilion with kitchen and outdoor shower as applied for. The certificate is issued to: Philippe Vaillancourt , Mary Martin Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49765 7/29/2024 PLUMBERS CERTIFICATION: Stephen Napolitano 2/27/2025 A tho d Signatur SOFFotIr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 49765 Date: 9/22/2023 Permission is hereby granted to: Vaillancourt, Philippe 375 West Mill Rd Mattituck, NY 11952 To: construct accessory pavilion as applied for. Must maintain minimum 16' side and rear yard setbacks. At premises located at: 375 Mill Rd, Mattituck SCTM #473889 Sec/Block/Lot# 113.-3-7.3 Pursuant to application dated 8/29/2023 and approved by the Building Inspector. To expire on 312312025. Fees: ACCESSORY $333.20 r - CO-ACCESSORY BUILDING $50.00 Total: $383.20 Building Inspector o�*OE SOUr��! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 ,rlh Oly� � �o sear.devlina-town.southold.ny.us �UNT`Ii BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Phillipe Vaillancourt Address: 375 Mill Rd City:Mattituck st: NY zip: 11952 Building Permit#: 49765 Section: 113 Block: 3 Lot: 7.3 WAS EXAMINED AND FOUND TO BE.IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: John Giella Electric License No: 441 WE SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Surrey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water 40A GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 23 CO Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches p 4'LED Exit Fixtures Sump Pump P Lj Other Equipment: Mini Fridge(3), Ice Maker, Grill, Hood, 60A 20 Circuit/ 14 Used (2) 120GFI Breakers Notes: P1 AS BUILT NO VISUAL DEFECTS " Acc. Pool Pavillion r Inspector Signature: Date: July 29, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex �$4 �y� Telephone(631)765-1802 54375 Main Road CM P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD , CERTIFICATION Date: 1,2-7 ? Building Permit No. Owner: V& a N C u (Please print) Plumber: 'Luro w\4�b P I WA' 1- (Please print) I certify that the solder used in the water supply.system:contains less than,2/10 of 1%lead. (Plumbers Signature) om to before me this ' day of` 20 a Notary Public, �i�i• �1+ County' DARLENE M is FNotar)y Public-State of New York \ N0.01R04881014 alified In Suffolk County mission Expires Dec 29,2026 - 1 r ho��OF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. °ycourmN�' 631-765-1802 .aqv INSPECTION IV] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION E CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ C E VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: T'vG �w2 l DATE . L ffzf INSPECTO *OF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 s INSPECT N [ ] FOUNDATION 1ST [ ROUGH P [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION Nvx PRE C/O [ ] RENTALREMARKS: I Q e1/ &jvv&,, A C � cS DATE INSPECTOR hO,\OF SOUlyO� L4 Cl -7 (os # TOWN' O.F-SOUTHOLD.BUILDING P . 631-765-1802 INSPECTION ` - FOUNDATION'lST/ REBAR [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [. } INSULATION/CAULKING [. ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE.RESISTANTZONSTRUCTION [. ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE.C/O [ ] RENTAL REMARKS: JAI/ 14 ➢ r �� ve kvfJc 0(\ AcPeA6�Z4��4C� 9' U AC is con Act� C,n 4-¢r J f L Ld DATE � /77 INSPECTo gs 7 w A� * 1 N � TO N F. SOUTHOLD BUILDING DEPT. cou�m,�i� 631-765-1802 1- N-S-PECTION ' [ ] FOUNDATION 1 ST/ REBAR " [ ] ROUGH PLBG. [ ] FOUNDATION'21SID [ ] -INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] .FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1AELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ . ] RENTAL REMARKS: I Ila/\ r P �104 p-6 orfJA mA J-vltJ Lw^— 1bQcA $Zyc� ' (t196 A - o c4l m f o)n 4r Sc wnCg-s c P r01� DATE INSPECTOR �o�aOF SOUIyOIo � 1 !�✓ �� V d ` 1 �a ll TOWN.OF SOUTHOLD BUILDING DEPT. o�+,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) � ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL. REMARKS: ka)Ajnitl\m.. ��, fn�► k -4- DATE 7 IPhq INSPECTOR ��, / OF SOUIyO q7 7 J [Al, ��_: � * # TOWN OF SOUTHOLD BUILDING DEP . 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) r ]-ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ], PRE C/O [ ] RENTAL REMARKS: `�� 4- 1 AJ 11► n DATE 1 INSPECTOR SO(/TyOlo # # --TOWN OF SOUTHOLD BUILDING-DEPT. cou�n� 631-765-1802 'INSPECTION [ - I FOUNDATION 1 ST-/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [(VrFINAL [ ] ..FIREPLACE & CHIMNEY [ ]- FIRE SAFETYANSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O [ . ]. RENTAL REMARKS: 5 la OL 8� s v 2 %L ew- 6 A w_ L �i2o�n /uw�,het2. b 4r, DATE /- /7-a S INSPECTOR Jahn Cunniffe Architect 02.24.2025 Town of Southold Building Division Town hall Annex building 54375 Route 25 Southold NY 11971 Re: 375 West NO Road,Mattituck,NY Pool Pavilion—Framing sign off To whom it may concern, Please accept this letter as a testament that my inspections related to the construction of the subject pool pavilion found that all footings,piers,structural framing, hurricane strapping and other strapping methods to have met or exceeded the current 2020 NYS Residential building code. . Thank you; J n Cunnif e,RA S Lic.#030893 SD AR Ct!/�N ��A (P'y 030893 y4� �OF NEB k 17 Hillside Road,Stone Brook,NY 11790 'Cel:631.751.0590 Fax: 1.631.751.0592 John Cunniffe Architect US.13 2025 Town of Southold Building Division Town hall Annex building 5.1375 R<riltc 25 Southold NY 11971 Re: 375 West Mill Road, LMattituck,NY Pool Pavilion— 171'atlllllg, and Plumbing;sign off TO whom it nlay concern, Please accept this letter as a testament that my inspections related to the collStl'tictio❑ of the subject pool pavilion f0LInCI that:all footings, Piers, structural framing,hurricane strapping and ether strapping methods as well as all Plumbing installed to have Hirt' or exceeded the current 2020 NYS Residential building; Code. hank you; �D R Jo I l (:unnii \.A NY.' Lic. # (0' 893 . 9 3089 OF � C E AN 1 4 2025 IBuildin ®epartment TOlWnl YYT'§01jk t-bWn\ Hrook.NY 11790 fcl:631.7-51.0540 Fav 1.631.751.0592 IELD INSPECTION REPORT DATE COMMENTS -Fv-u^dc.,A^t _ok -b ro�k�ll -qZ., FOUNDATION (1ST) ------------------------------ — C vn FOUNDATION (2ND) - -- --- z n _ Wm -- my�'r + S a �J ROUGH FRAMING& PLUMBING — — ------ M _ INSULATION PER N.Y. --- — — '� STATE ENERGY CODE -- — — SAR 391 FINAL ADDITIONAL COMMENTS C - � o SC�/ . aka a 5 --=- --- ------- _-_— -- o z H d b TOWN OF SOUTHOLD—BUILDING DEPARTMENT lni4 TbwnIJall Annex 54375 Main Road P. O. Box 1179 So uthold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https.:,//-vvww.southoldtowtiiiy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only f D I PERMIT NO. Building Inspector: AUG 9 2023 ,App1lq4ti6h§'and,,f fims,tn,U.t'46,-'fi-116d.out in their ehtiret.y.ilhrii"'c616te ..P applicatlonswill not;be,acceptdl�-, Where the--,�Ap BTJD-,D ";G DE,FT. p 1cbift4S'#0'f-v1h-e" P�)%tjtlho'rliik'iph-fqfffV(0 I I 'S.fia 1 11 4e,ri: TONVV�X, AITI'VIL 49e. Date:AUGUST 29, 2023 OWNERS)'Of"IPROPERTY. . Name:MARY KATHLEEN MARTIN AND PHILIPPE VAILLANCOURT SCTM#1000-1 13 0003.00-007.003. Project Address:37,5 MILL ROAD, MAT TITUM, NY 11952 Phone#:631-766-3210 Email:MKMART'IN.NP@GMAIL.COM Mailing Address:375 MILL ROAD, MATTITUCK,M 119.52 Ic TA,T Name:FINNEGAN LAK .P.-C. -,-MARTIN' D. FINNEGARFSQ. Mailing Address*PO BOX 1452 .MATTITUC.K, NY 11952 Phone#:01-315-6070 Email:MFINNEGAN@N ORTHFORK.LAW DESIGN PROFESSIONAL,INFORMATION.:Name: CUNNIFFE ARCHITECTS Mailing Address:17 HILLSIDE.,-ROAD, $.TQNY9RPQK,'1,NY 11790 Phone#,631-751-0590 --TEmail: JOHN@JDCARCHITECTS.COM iC6-NtRA'-C-T6k 1NF6kMA7f IdNi Name:TBD Mailing Address: Phone#: JEmail: DESCRIPTION bF-PROPOSED,CONSTRUCTION []New Structure. ®Addition ElAlteration 1311epair ODemolition Estimated Cost of Project: OtherPAVILLION CONSTRUCTION $100,000.00 F11 the lot be re-graded? E]Yes ®No Will excess fill be removed from Premises? 59Ye.s .171 No PROPERTY INFORMATION Existing use of property: R EaV ENTIAL � Intended use of property:R ES I D ENTIA.L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 W Y - this property? ❑Yes®No IF YES, PROVIDE A COPY. W Check,BOX After Reading.-, The owner/contractor/design'professional is responsible for all drainage and storm-water issues as provided by Chaptee236 of the Town Code.,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.applicabie;Laws,ordinances or.Regulations for,tFie construction'of'buildings, additions;"alterations or for removal or demolition as herein described:The applicant agrees to.comply with'all applicable laws f ordinances;building code,, housing code and regulationsand•to admit;authori ed inspectors o'n premises and in building(s)`for necessary inspections.false,statements made herein are .'punishable-as a Class,A`misdemeanor•pursuant to Section 210.45 of the New,York State Penal;Law:: Application Submitted By(print na . MARTIN D. FI N N EGAN BAuthorized Agent ❑Owner Signature of Applicant: Date: 08/29/2023 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) MARTIN D. FI N N EGAN being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AGENT (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 h.is/her knowledge and belief; and that the work will be.performed in the manner set forth in the application file therewith. Sworn before me this r� R 29th day of AU g u st , 2023 1 Notary Public SCHWEITZER A ; ISE PROPERTY OWNER AUTHORIZATION I NOTARY PUBLIC-STATE OF NEW YORK 91 NO.01SC6409457 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES SEP 28,20 Z y r I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Awl! cation AUTHORIZATION (When:the Applicant is not the Owner) MARY KATHLEEN MARTIN AND PHILIPPE VAILLANCOURT residing at 375 MILL ROAD, MATTITUCK, (Pda property owner's name) (Mditg Address) NY 11952 MARTIN D. FINNEGAN do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. alp �3 R N MA T (date) COURT\,�, ate r 117 N BUILDING DEPARTMENT- Electrical InspectoorGprr�q`. . � TOWN OF SOUTHOLD Town Hall Annex- 54375 Main-Road -1;W- Box 1179 � .. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 .�; , , iamesh(aD south oldtownny.gov - seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/7/24 Company Name: John Giella Electric Co Inc erl,.�.i�'.-.7, r Elect ician s Name: Steven Gi^.I!a - License No.: 4411-ME Elec. email: sjgeci@gmail.com Elec. Phone No: 516-297-3785 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 63 Reeves Rd Center Moriches NY 11934 JOB SITE INFORMATION (Ali Information Required) Name: Viallancourt Address: 375 W Mill Rd Mattituck Cross Street: Phone No.: my# 516-297-3785 Bldg.Permit#: 49765 email: my email sjgeci@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool pavillion w/ kitchenette /grill, 60 amp sub panel, 2- 20 amp insta. hot units, inside shower, general) Square Footage: under 500 - Circle All That Apply: - - - Is job ready for inspection?: YES ❑NO Rough In Final Do you need a Temp Certificate?: YES [-V-]NO Issued On TE>n( p Information: (All information required) Service Size❑1 Ph 03 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood ReconnectOService Reconnect DUnderground DOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y t/ N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT- Elec'trical Inspector TOWN OF SOUTHOLD Town Hall g 1179 Annex - 54375 Main Road -.YPb'[Jox 1�y. Southold, New York 11971-0959 Telephone (631) 7654802 - FAX (631) 765-9502 iamesh(c-D south oldtownny.gov — seand(cbsoutholdtownr!y.-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 5/7/24 Company Name: John Giella Electric Co Inc L.:V1,c'U-jc'1an's Name: Steven Giel!a License No.: 4411-ME Elec. email: sjgec4i@gmaii.com Elec. Phone No: 516-297-3785 El I request an email copy of Certificate of Compliance Elec. Address.: 63 Reeves Rd Center Moriches NY 1193-4 JOS SITE INFORMATION (All information Required) Name: Viallancourt Address: 375 W Mill Rd Mattituck Cross Street: Phone No.: my# 516-297-3785 Bldg.Permit#: 49765 email: my email sjgeci@gmaii.com Tax Map District: 1000 Section: Block: Lot- J BRIEF OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool ooI villiol I Pool pavillion wl kitchenette /grill, 60 amp sub panel, 2- 20 amp insta.'.hot units' ' inside=shower, generafl- Square Foofage: under 500 AH That A-ply: Is job ready for inspection?: Z' YES ❑NO 7V Rough In -Final Do you need a Tamp Certificate?: 17 YES [—&/] NO Issued On Temp Information: (All information required) Service Size DI Ph[—]3 Ph Size: —A '# Meters Old Meter# ONew Service®Fire Reconnect Fj Flood Reconnect FjService ReconnectEJUnderground[Overheadl # Underground Laterals 71 2_ 1 H Frame Pole Work done on Service? Y EN Zjdfional 7Information: L PAYMENT DUE WITH APPLICATION _Riz�3-4 %toL) (M#1()-14'13 PERMIT# Address: ' Switches Outlets I GFI's Surface h a Sconces H H s 1 UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generato,r Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower 2 Service Amps Have Used Sub Amps (D 0 Have W Used I Comments 7 I � Lei k Horton, LisaMarie From: Steven Giella <sjgeci@gmail.com> Sent: Friday, May 31, 2024 2:22 PM To: Horton, LisaMarie Subject: Final insp Hi, Lisa Marie, here is the note i asked you to forward to your electrical inspector. First though, apologize for me for the job having some finish done before he got there. i sent the appl. in on the 7th of May, but got it back to my po box on the 1 Oth.I had the correct address for your building and a girl in your office told me that the post office sometimes will do this. I wanted to address the items he wanted done: 1)we did the box sleeves he requested 2)fixed the stapling 3)removed the romex to island, ran OF- it is white OF 4)installed a main breaker in sub panel-we knew,just hadn't done it yet Let me add that we would never intentionally ask for insp w/o it being seen open Respectfu lly, Steve Giella ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. I 31 -e c .0 ale nC . . . V14 _ a S.�„e v4e- Ike c of be du4 ory a Ad res's 6l 3 I +re 1 DIGITAL RELEASE CERTIFIED TO: JOB NO.:2021-104 MAP NO.: FILED: REVISIONS: ` y~pEP OF NEW W.N Dy0�� o�m"•oP=pg,—I "F..,....3.. 2 LAND NOW OR FORMERL V OF 050538 g.o o^fM,r LORI L.BRIGGMANN 8 $ RICHARDT.BRIGGMANN ELA LAND NOWOR FORMERLY OFNDS —————— EDDY CRECES — L.S. — — — — ----- S87W4'16"W 1237 25'ACCES &E t4feW---------------------- -- 0 I o .wr JEFFAEYW.HADERER NYS LIC NO 05053E ------------------ SM F• ------------ ------------ fUA•pltivEw•w - I suwF"wG :_ --- N87W4116"E p,ppasFo I --.W w o x`w:�;F eacuw aaK TWINFORKS n °u* LAND SURVEHNG 52 v�4En z " w -" (n t'UCCEYSOR TOIL4NOSONSURVE)INL',MARTIND.IfANDLS 188 W.MONTAUK HIGHWAY,UNIT E3 HAMPTONBAM NEW YORK 11946 r — s A woods o (V)631d69 8311-(1)631 d69-8313 D" se r m m email:n)dnforkslands—e ahoo.com u e C "• a •+ =S= 60.1. A. ma COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING s� S c; THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE ' �g M,� "' O N y CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. m o O 5.Ow sY '<0�Ocrnc ., s N O �fi a v w¢en LOT AREA:43,446 SQ.FT.=0.997 ACRE n T y =` °" I� CURRENT ZONING:R-40 2 g N 5nn cwpEo. x, I SPOT GRADES&ELEVATIONS HEREON REFER TO NAVD 1988 70 o Q g o"naM r •` ALLOWABLE LOT COVERAGE:8,689 SO.FT.=20 O o • I ate^^E"""°WAU w�LL EXISTING LOT COVERAGE:2,990 SOFT=6.9% N $_ Q o m;, xi DWELLING:1,938SQ.FT. 3 I I g i III SOUTH ENTRY:74 SO.FT. 5 CANTILVEVER:29 SO.FT, Ope SHED:100 SO.FT. HOUSE PATIO.,152 SO.FT. WOOD DECK,480 SOFT. SHED PATIO:217 SO.FT. T PROPOSED ADDITIONAL LOT COVERAGE:3,228 SOFT. L� POOL:840 SOFT. POOL COPING:136 SOFT. �� POOL PAVILLION:652SO.FT. PATIO:1,600 SOFT. ) �$sg PROPOSED LOT COVERAGE:6,218 SOFT=14.3% S87`44'00"E 261.20' i mew I oawTC MILL ROAD 25.00' I N874400W 29700' I I S s9�4'40'W cS' I ^' o� ( Z I'm j$ o S86'0220"W —�'� IF�o- 41.20' �� x� Igo F� �' Im cap Dy ma I-., z m � x'� I in m � I o I I 24.87- MATTITUCK CREEK " SgRVEY 9F DES IBED PR ER SITUATE AT MATTITUCK TOWN OFSOUT LD SUFFOLK COUNTY,NEW YORK S.C. 1 .1 20 10 0 20 40 60 80 100 120 140 160 180 SCALE.:1"=40' DATE.MARCH 3.2021 CERTIFIED TO: JOB NO.:2021-104 MAP NO.: FILED: REVISIONS: PLOT PROPOSED POOL B OF PAVILUON 11WI REV.PLOT PLAN 7,W2 ADD SPOT GRADE dS ELEVATIONS 1+2122 r� Y1�(° cI �0 ! ADD PROPOSED POOL 8 POOL HOUSE, ADD PROPOSED WALL d WALL GRADES WW3 ADD PROP.POOL EQUIP.8 PROP.SHED RELOC.&2323 ADD PROP.POOL DW Bl323 ((s UNDER CONST:411 24 POOL ANAL SURVEY4W5 �� y O - LAND NOW OR FORMERLY OF o w <��' ------------- LORI L. BRIGGMANN& s 05053�' � STONE ORrvEtvAy LAND NOW OR FORMERLY OF RICHARD T.BRIGGMANN LAND , FD S EDDY CRECES ' ——--—— ___ JEFFREY W.HADERER L.S. -- -----------N86°49'20"W 306.60' — '" -------------- ---_ ---- ——— ----' 1 NYSUC. NO.:050538 ----------- ------- ----- - -- S 87°14'16"W__ 123;70'_ --'"- I ------251ACCESS EASEMENT----------------------- ---------------------------- t39n n ura�PDLE •------------ .-. --21 —n—='�—n -- L�yP9L€�--- Ses°492p°E` �`�7�' - _ �g('ONEDRNEWAY ------------- - EARTH _1nfEs '' I CONC.MON; +T 295.00' ----------------------------- BFLGIAN BLOCK r____---_ _-_-1 _____ ,�.�.1111, 1 -_ fNIP APRON - ,3 TREES N 87°14'16"E 175.016 T F -� T • N µ BBN �2rF AIGG PRXppANE �? r~ ADS TANK IJ A A FNOS'E f0.4'X 14.2' !G% iYW EL:3,.B', •--EAYE' NAS >Er U m +L- FRAME w ',L` B:LGIAN BLOCK BNY EL 28A rPAjiQ,m i52 m S1°O(fN IZE III'77}77P�rr/ /n(��TT(///`fir SHED 4 a CtB SLATE -,O.P L TWIN FO`u Y!i' 4, (n RETNNING N10.0' p L 2 N 2 y V F o� ; LAND SURV 'ING PLAT aG_, muoN,�o a, o (� T/WEL:2&T .____,Lm p°�r f^ PAGER o R'l 0i B/W EL: 0' 4+5.v___. a z SUCCESSOR TO HANDS ON SURVEYING,MARTIND.HAND LS, ATiO '> DROP SLATE D 1 STEPPINGSiON TRENCATI rN 188 W.MONTAUKHIGHWAY, UNITES p 4. WALKWAY � MASONRY PATIO EL:28.0' { "z' � �z o ® 4 ,BO , O HAMPTONBAYS,NEW YORK 11946 p S Q R ;D cKFN. (V)631-369-8312-(F)631-369-8313 N _39. GARAGE v Dyy D 20FLOO }0D z em.?il.-Wnforksl.7ndsurvey@y,?boo.com iN1.01w -- GFz,r a CANT1lE R 10.0' c ` + INGROUND fA T7 C ;Ew a +a3 4 SWIMMING Pool 4 'm c COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING i gELG K 3&0' SO.1 ,� c THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE STOCKADEFENCE 131-0 N 240 m 2 STORY 1.1 i" SLATE FRAME CFFN orW BO ;� CONSIDERED TO BE VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. ILL U. WALKWAY RE 30; DWS 1.r A� NIA T{k • -G m cQT°i U TREES ry Its m s� ,a zbr LECTRIC F T £ � 0l5Z 6* ETER ®R0.00✓ER LOTAREA:43,446SQ.FT. 0,997ACRE o O W 'm CURRENT ZONING:R-40 D „ = Ley STEPS m � p�Z W 2"d FLOOR O R SPOT GRADES&ELEVATIONS HEREON REFER TO NA VD 1988 SLATE ENTRY CHAlNUNK FENC L.:23.0 • EL:26.5' F C WALL m N �� MASONRY RETAINING WALL rJ o y p`1 Ww ALLOWABLE LOT COVERAGE:8,689 SQ.FT. =20% CD LOT COVERAGE.'6,060 SQ.FT. = 13.9%O FN 3.9' a 0 , g N DWELLING: 1,938 SQ.FT. a SOUTH ENTRY:74 SQ.FT. 0 CANTILVEVER:29 SQ.FT. L!J SHED: 100 SQ.FT. Z ° HOUSE PATIO: 152 SQ.FT, LO 11, WOOD DECK:480 SQ.FT. SHED PATIO:217 SQ.FT. O fN25E PAVER PLAT.•42 SQ.FT. Z POOL:638 SQ.FT. POOL COPING: 122 SQ.FT, POOL PAVILLION.633 SQ.FT. 4-81 6 A ��/ POOL PATIO'S: 1,435 SQ.FT. 22316 METAL FENCE Cj 6 • /�- FlY 1B.3'N f5.B'w OR � PpVEME S 87044'00"E 261°20' OFDGE ,v MILL ROAD ' ( N 87°44'00"W 297.00, 25.00 I �V o z 3.00' 01 Z w n j w z S 88°02,20�W •%90 V -�+ I wDEED 41.20' 1rs0 7 X� Im � ' i nC) miz n I z� ziz M-� I� m 0 o - I o i I 24:87' MATTITUCK CREEK EASEMENT ANDAX7 9ll6VRFAOE UNL STlil�NRE$Rft%JRDED OR UNRELORDEDARENOODENTATTNE THE OF ET(O AllYENUWATTHE SURVEY OF TIMEOFSURVEY THE OFRET(ON E STRLIONSI SFRTO HER ERNUMTHESTRDCTURES TO ME PROPERTY UNES ARE FORA S➢EY' PURPOSE AND USE AND THEREFOWRE ARE TIN—OP)TOGUIOETHE DESCRIBED PROPERTY LTISON OOF FENCES,RETAINING WAL POOLSPA, TIOS,PLANTING APEAS,EAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUGIgN UNAIRHORIZEO ALTERATA ORADDIRON SITUA TE A T TO THIS SURVEY IS AVIOLATNNOF SECTION7"9 NENEWYORNSTATE ED MAT iTU TOWN OF SOUTHOLD I.CATIONIAW W➢IES OF iH15 SURVEY AfAO NOT BARING THELANDSURVEYORSINKEDSEALOR EMBOSSED SEAL SHALL NOT BECONSIOERW TOBEAVAUDTITLECOPY OERTfF TKK S INDICATED HERON SHALL RUN ONLYTOTHE PERMHSI)ZHA"U%THE SURVEY S.C.T.M. DI ST. 1000 S C. 113 B .0 LOT 7. 5➢RE➢APED AND ON HIS EEHpLFTO NE TITLECOMPANY,GOVERNMENTALAGEN YAND IENDAKi INSNTUIbII LISTEDHEREON,AND TO THE ASSIGNEES DF THELEN01W LNSTI- N710N DERRFICATIONS'ARENOTTRANSFERA°IE 20 10 0 20 40 60 80 100 120 140 160 180 I D ADpTIpYAL INSTI NTKXJS OR SUHSEp1ENT °w^E� SCALE 1"=40' DATE:MARCH 3.2021 i LIST OF DRAWINGS No: Date: Description: PATTERN INDICATES SYMBOL DESCRIPTION THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO 1 01.16. 2022 For Client Review BE ABSOLUTELY CURRENT. APPROVED AS NOTED 2 03.02. 2023 For Review ARCHITECTURAL DATE- B.P.# 111�7&5- 3 07.24. 2023 For Pricing and Permit 1 BUILDING SECTION OR SECTION DETAIL T1 SYMBOLS, LEGEND, PLUMBING RISER&PRICING NOTES CONCRETE �01 (OPTIONAL) FEE BY: a NOTIFY BUILDING DEPARTMENT AT G1 NAILING SCHEDULE, CODE DATA,AND PLUMBING RISER DIAGRAM 631-765-1802 BAM TO 4PM FOR THE G2 BRACE WALL CONNECTION CODE DATA FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED All exterior lighting CONCRETE MASONRY 1 A1.0 PROPOSED FOUNDATION PLAN AND FIRST FLOOR PLAN FOR POURED CONCRETE �01 EXTERIOR ELEVATIONS A1.1 PROPOSED ROOF PLAN, POWER/LIGHTING PLAN 2. ROUGH-FRAMING& PLUMBING installed,replaced or AND BUILDING CROSS SECTIONS 3. INSULATION repaired shall conform (OPTIONAL) 1 A2.0 PROPOSED ELEVATIONS 4. FINAL-CONSTRUCTION MUST to Chapter 172 STONE BE COMPLETE FOR C.O. of the Town Code ALL CONSTRUCTION SHALL MEET THE CONSTRUCTION DETAIL REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR WOOD FINISH ``—/ DESIGN OR CONSTRUCTON ERRORS BIDDING PRICING AND SUBMISSION NOTES _ 1 INTERIOR ELEVATIONS COMPLY WITH ALL CODES OF WOOD ROUGHING, DISCONTINUOUS A101 FOR PURPOSE OF IDENTIFICATION THE WORDS "GENERAL CONTRACTOR"WILL MEAN THE PERSON IN CHARGE AND RESPONSIBLE FOR THE WORi;. NEW YORK STATE & TOWN CODES ANY OTHER REFERENCE IS TO ASSUME SUB CONTRACTORS PROVIDED BY OWNER. ULTIMATELY THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL COSTS AND WORK AS DEEMED NECESSARY TO COMPLETE THE PROJECT. AS REQUIRED AND CONDITIONS OF WOOD ROUGHING,CONTINUOUS CONTRACTOR MUST NOTE ITEMS INTERPRETED AS BEING SUPPLIED OR SERVICES BEING PROVIDED BY OWNER. CONTRACTOR MUST BREAK OUT SCOPE OF WORK WITH DEFINITION IN THEIR BIDS TO THE OWNER. PLAN;WINN ` �� PROJECT S i ' I ,7USTEES LEGEND BUILDING CODE AND BUILDING PERMIT ASSUMPTIONS OCCUPANCY OR z EXISTING WALLS TO BE DEMOLISHED CONTRACTOR IS REQUIRED TO CALL US EIS E IS UNLAWFUL O EXISTING DOORS TO BE DEMOLISHED FOR INSPECTIONS AND OBTAIN ALL PERMITS. WITHOUT CERTIFICATE �—� G.C. TO PROVIDE ALL CUSTOMARY STRAPPING AND RATER CLIPS. OF OCCUPANCY EXISTING WALLS TO REMAIN ALL BRACE WALL NAILING WORK AND ALL CUSTOMARY STRAPPING AT ALL FRAMING COMPONENTS. > N LO RETAIN STORM WATER RUNOFF p _0) EXISTING DOORS TO REMAIN SURVEY WORK PURSUANT TO CHIFiTtli 236 r CONTRACTOR IS RESPONSIBLE TO ORDER A STAKE OUT OF THE LOCATION OF THE OF THE TO'J'J,N' CODE. 1LG�i PROPOSED WALL CONSTRUCTION PAVILION AND ANY WORK THAT IS ON SITE RELATED TO THE PAVILION. '� z ALL BENCHMARK ELEVATIONS TO BE SET BY SURVEYOR SO ELEVATION CAN CONFORM TO ZONING AND BUILDING CODES. PROJECT HAS BEEN SUBJECT TO NUMEROUS 0 N ,Y APPROVALS .THE GENERAL CONTRACTOR IS RESPONSIBLE FOR BUILDING WITHIN THE PARAMETERS ELECTRICAL U NEW DOORS OF THE APPROVALS. CONSULT WITH THE OWNER AND OWNERS ATTORNEY IF CONDITIONS AND E?�1�PECTION REQUIRED Uj CIRCUMSTANCES ARE DIFFERENT IN THE FIELD OF PROPOSED IN THE PLANS. _ Cz TYPICAL SYMBOLS CONCRETE & EXCAVATION FOR FOUNDATION Do l�oT,RRO',�EED WITH co :� *,-FRAMING(UNTIL SURVEY;., Q SYMBOL INDICATES CALL BEFORE YOU DIG. ;.�F FOUNDATION LOCATIa�V s HAS BEE'J„APPROVED. VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS WITH A SURVEYOR. N PROJECT NORTH CONSULT WITH THE BUILDING DEPARTMENT FOR ALL SCHEDULED INSPECTIONS. ALL CONCRETE :;500 Psi POURED IN PLACE. 0. > COLUMN LINE LABEL, MAJOR ALL REBAR SHOWN IN DRAWINGS SHALL BE No.5 AND HELD 3" FROM ALL EDGES DATUM ELEVATION EXTERIOR TRIM, SIDING 0'-0"= EXISITNG FIRST FLOOR FINISHED FLOOR STORAGE AND OUTDOOR SHOWER AREA AND GABLE TO BE PAINTED ROUGH SAWN This drawing and design layout is an instrument of services 1 x 10 BOARDS WITH 1 x 2 BATTENS. ALL MATERIAL TO BE WHITE PINE. and the property of John Cunniffe,Architect.This drawing 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK and design layout may not be reproduced or reproductions CONTRACTOR AND OWNER MAY ELECT TO SPECIFY CEDAR IF DESIRED. hereof used without the expressed written consent of John 55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 Cunniffe,Architect. DESIGN CALLS FOR PAINTING ALL SIDING MATERIALS It is a violation of the law for any person unless acting under CONTRACTOR AND OWNER MAY ELECT TO LEAVE THE BOARD AND BATTEN NATURAL OR TO SEAL IT.O the direction of a licensed architect, to alter any item in any GLASS TYPE-SEE SPEC. WE DO NOT RECOMMEND THE WHITE PINE BOARDS TO BE LEFT NATURAL. way. If any item li this document t altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, SD SMOKE DETECTORS date or alteration, and specific description of the alteration. POWER AND LIGHTING SCOPE NOTES All dimensions and existingconditions shall be checked CO SMOKE AND CARBON and MONOXIDE DETECTORS ALL WORK TO BE CODE COMPLAINT AND PRICING TO INCLUDE verified by the Contractor before proceeding with the work. ELECTRICAL INSPECTION SERVICES AND CERTIFICATE. POWER AND LIGHTING PLANS ARE PROVIDED. JOHN CUNNIFFE - ARCHITECT CONSTRUCTION CODE STATEMENT SWITCHES TO BE LUTRON DECOR OUTLETS TO BE STANDARD WHITE THIS DESIGN CONFORMS WITH THE RESIDENTIAL CONTRACTOR TO PROVIDE ALL RECESSED FIXTURES. THEY SHALL BE: John Cunniffe-Architect HALO OR EQUAL 4" LED WHITE TRIM WHITE BAFFLE- DIMMABLE AS NOTED 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 CONSTRUCTION DE OF NEW YORK STATE - 2020 ON PLANS. AND ALL STEEL WORK UNDER ASCE 7-10 2020 IRO & 2020 NYS UNIFORM CODE SUPPLEMENT 2020 IEC&2020 NYS, ECNYS SUPPLEMENT OWNER WILL SUPPLY ALL OTHER LIGHTING AND CEILING FANS SHOWN. ED ARC PAINTING c��o�� cUNN%�/�� ALL EXTERIOR WOOD OR PVC PRODUCTS TO BE PAINTED WITH SHERWIN CUNNI E, RA WILLIAMS PREMIUM HOUSE PAINT. JO DISCUSS COLOR OPTIONS AND WHAT SURFACES TO LEAVE NATURAL. � 030893 OF N ALL SURFACES TO BE LEFT NATURAL SHOULD BE SEALED USING SEAL ONCE MARINE-PREMIUM WOOD SEALER 3 COATS CALL 811 FOLLOW ALL MANUFACTURERS APPLICATION DIRECTIONS. PROJECT NUMBER: FOR UTILITY MARK OUT PRIOR TO THE START OF PROPANE FIRE PIT SCALE: AS NOTED DRAWING: ANY EXCAVATION WORK G.C. TO COORDINATE PROPANE PIPING AND INSTALLATION TO CODE FOR OWNERS PROPANE FIRE PIT. Symbols, Legends and Pricing Notes KITCHEN AND SHOWER DRAWING NUMBER: ALL CABINETRY BY OWNER. OWNERS KITCHEN REPRESENTATIVE TO COORDINATE IN FIELD DIMENSIONS WITH A FINAL ORDER AND SEEK APPROVALS FROM THE OWNER PRIOR TO ORDER. CABINET SUPPLIER TO CONFIRM ALL EQUIPMENT PROVIDE BY OWNER INCLUDING HOOD. T OWNER, G.C.AND CABINET SUPPLIER TO DISCUSS INSTALLATION AND COORDINATION. ALL TILE OR STONE AT SEASONAL KITCHEN AND SHOWER SHALL BE BY OWNER. G.C. TO INSTALL. PROJECT NORTH ALL FIXTURES BY OWNER, G.C. TO INSTALL. TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b•0 SPACING AND LOCATION _ 1 01.16. 2022 For Client Review OF FASTENER ITEM DESCRIPTION OF BUILDING ELEMENTS a'bc' Floor SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V MPH 140 STRUCTURAL MEMBER ALLOWABLE DEFLECTION 2 03.02. 2023 For Review Roof 3-16d box(3 1/2"x0.135");or RAFTER SPACING ROOF SPAN ROOF PITCH ROOF PITCH 4-8d box(2 1/2"xo.113")or 24 2"subfloor to joist or girder 2-16d common(3 1/2"x0.162") Blind and face nail (� RAFTERS HAVING SLOPES GREATER THAN g< 5:12 > 5:12 3 07.24. 2023 For Pricing and Permit 3-8d common(2 1/2"x0.131");or - 3-1/2"WITH NO FINISHED CEILING L/180 1 Blocking between ceiling joists or rafters to top plate Toe nail 3-i 6d box(3 1/2"x0.135");or 3-10d box(3"x0.128',);or 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150 3-3"x0.131"nails 18 209 194 2-16d common(31/2"x0.162") ATTACHED TO RAFTERS 4-8d box(2 1/2"x0.113");or 3-16d common(3 1/2"x0.162") 24 255 237 3-8d common(2 1/2"x0.131");or 26 Band or rim joist to joist 4-10 box(3"x0.128"),or End nail 28 287 266 INTERIOR WALLS AND PARTITIONS H/180 2 Ceiling joists to top plate Per joist,toe nail 4-3"x0.131"nails;or 16"O.C. 3- box(3"xo.128");or 4-3"x14 ga.staples,7/16"crown 32 319 325 5 3-3"x0.131"nails 36 351 FLOORS AND PLASTER CEILINGS L/360 joist not attached to parallel rafter,laps over 4-10d box(3"x0.128");or 20d common(4"x0.192");or Nail each layer as follows:32"o.c 42 399 370 Ceiling (3 ::d 33-16d common 1/2"x0.162");or Face nail at top and bottom and staggered. ALL OTHER STRUCTURAL MEMBERS L/240 partitions(see Section R802.5.2 and Table R802.5.2) 48 447 414 4-3"x0.131"nails 10d box(3"x0.128");or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber 3"x0.131"nails staggered on opposite sides STUCCO FINISHES H/360 4 (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail layers And: 2-20d common(4"x0.192");or Face nail at ends and at each splice EXTERIOR WALLS-WIND LOADS a. 4-10d box(3"x0.128");or P Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 3-10d box(3"x0.128");or WITH BRITTLE FINISHES L 5 rafter 3-10d common(3"x0.148");or Face nail each rafter 3-3"x0.131"nails /240 4-3"4.131"nails 4-16d box(3 1/2"x0.135");or EXTERIOR WALLS-WIND LOADS a' 3-16d box nails(3 1/2"4.135");or 3-16d common(3 1/2"xo.162'1;or WITH FLEXIBLE FINISHES L/120 4- 3-10d common nails(3"x0.148"); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail (3" 6 Rafter or roof truss to plate or on opposite side of each rafter or 4-3"x0.box 131"na0.128ils ");or MINIMUM SPECIFIED COMPRESSIVE STRENGTH MINIMUM SPECIFIED COMPRESSIVE STRENGTH NOTE: L-SPAN LENGTH H = SPAN HEIGHT 4-10d box(3"xl or truss OF CONCRETE 4-3"x0.131"nails 2-10d box(3"x0.128"),or 2-8d common 29 Bridging or blocking to joist (2 1/2"x0.131%or 2-3"x0.131")nails Each end,toe nail a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO 4-16d(3 1/2"x0.135");or SPACING OF FASTENERS AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS 3-10d common(3"x0.148");or Toe nail DESCRIPTION NUMBER AND Intermediate TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN 4-10d box(3"x0.128");or ITEM 4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENERa,n,o Edges h supports°,a 7 Roof rafters to ridge,valley or hip rafters or roof rafter (inches) (inches) NEGLIGIBLE MODERATE SEVERE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE to minimum 2"ridge beam 3-16d box 3 1/2"x0.135");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. 2-16d common(31/2"x0.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] BASEMENT WALLS FOUNDATIONS AND OTHER PROJECT 3-10d box(3"x0.128");or 3-3"x0.131"nails 6d common(2"4.113")nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI 30 3/8"-1/2" 8d common(2 1/2"x0.131")nail(roof);or RSRS- 6 12' Wall 01 (2 3/8"x0.113")nail(roof)I TABLE R301.5 16d common(3 1/2"x0.162'1 24"o.c.face nail 8d common nail(2 1/2"4.131");or RSRS-01; , BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY 8 Stud to stud(not at braced wall[panels) 10d box(3"x0.128");or 31 19/32"-1 (2 3/8"x0.113")nail(roof)' 6 12 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SO. FOOT 3"x0.131"nails 16"o.c.face nail 10d common(3"x0.148'I nail;or 16d box(3 1/2"x0.135");or " 32 0 1 1/8"-1 1/4" 8d(2 1/2"x0.131")deformed nail 6 12 Stud to stud and abutting studs at intersecting wall corners 3"x0.131"nails 12 o.c.face nail USE LIVE LOAD BASEMENT WALLS FOUNDATION WALLS g Other wall sheathing9 (at braced wall panels) EXTERIOR WALLS AND OTHER VERTICAL 2500 PSI 3000 PSI 3000 PSI 16d common(3 1/2"xo , , , .162") 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 16d common(3 1/2"xo.162") 16"o.c.each edge face nail 33 1/2"structural cellulosic sheathing fiberboard diameter,or 1 1/4"long 16 ga.staple with 7/16"or 3 6 CONCRETE WORK EXPOSED TO WEATHER p 10 Built-up header(2"to 2"header with 1/2"spacer) 1`crown 16d box(3 1/2"x0.135") 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS UNINHABITED ATTICS WITH LIMITED STORAGE 20 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, EXPOSED TO THE WEATHER AND GARAGE 2,500 PSI 3 000 PSI 3 500 PSI CV 5-8d box(2 1/2"x0.113");or 34 fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16"or 1"crown 3 6 � 11 Continuous header to stud 4-8d common(2 1/2"x0.131");or Toe nail SLABS HABITABLE ATTICS WITH FIXED STAIRS 30 (TJ L0 4-10d box(3"xo.128") d 1 1/2"galvanized roofing nail;staple galvanized, < 0 0) 35 1/2"gypsum sheathing 1 1/2"long;1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40 T 16d common(3 1/2"x0.162") 16"o.c.face nail (A) AT 28 DAYS PSI r 1 3/4"galvanized roofing nail;staple galvanized, 12 Top plate to top plate 10d box 3"x0.128' ;or 36 5/8"gypsum sheathings 7 7 B SEE TABLE 301.2 1 FOR WEATHER POTENTIAL FIRE ESCAPES 40 ( � 12"o.c.face nail 1 5/8"long;1 5/8' screws,Type W or S ( ) ( ) 3"x0.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING Q E z Wood structural panels,combination subfloor underlayment to framing 4-1 8-16d common(3 1/2"4.162");or 6d deformed DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) GUARDS AND HANDRAILS 200 � Face nail on each side of end joint (2"x0.120')nail; it D CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT PERCENT BY VOLUME OF CONCRETE N 12-16d box(3 1/2"x0.135");or 37 3/4"and less 6 12 ( ) ( ) (� - 13 Double to late splice (minimum 24 la slice length 8d common(2 1/2"x0.131")nail p p p 12-10d box(3"xo.128");or p i g SHALL NOT BE LESS THAN 5%OR MORE THEN 7% GUARD IN-FILL COMPONENTS 50 12-3"x0.131"nails each side of end joint) 8d common(2 1/2"x0.131")nail;or E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT := 8d deformed(2 1/2" 0.120")nail (F) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT PASSENGER VEHICLE GARAGES 50 � (continued) 10d common(3"x0.148")nail;or (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED CO TABLE R602.3(1)-Continued 39 1 1/8"A 1/4" 8d deformed(2 1/2"x0.120")nail 6 12 ROOMS OTHER THEN SLEEPING ROOMS 40 0 FASTENING SCHEDULE COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION For SI:1inch =25.4 min,1 foot=304.8 min,1 mile per hour=0.447 m/s,1 ksi=6.895 MPa. e.b,° SLEEPING ROOMS 30 16d common(3 1/2"x0.162") 16"o.c.face nail 14 Bottom plate to joist,rim joist,band joist or STAIRS 40 blocking(not at braced wall panels) 16d hox(3 1/2"xo.i35"�;or 3"xD.131"nails 12"o.c.face nail 3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail 3'DIA.VENT THRU ROOF 0 15 Bottom plate to joist,rim joist,band joist or 246d common(3 1/2"x0.162');or 2 each 16"o.c.face nail cc blocking(at braced wall panel) 4-3"'x0.131"nails 4 each 16"o.c.face nail ROOF 4-8d box(2 1/2"x0.113");or 0. 3-16d box(3 1/2"x0.135");or 4-8d common(2 1/2"x0.1 31");or Toe nail TABLE R301.2 (1) 4-10d box(3"x0.128");or 2DIA. " CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA �---.-.�_ 4-3"x0.131"nails -, is Top or bottom plate to stud I -- WIND DESIGN SUBJECT TO DAMAGE FROM 3-15d box m n(3 1/2"4.;or 1 1/2"DIA. 1 112"DIA, SEISMIC ICE BARRIER FLOOD This drawing and design layout is an instrument of services 2-i6d common(3 1/2"xo.162");or ( GROUND WINTER AIR MEAN End nail DESIGN UNDERLAYMEN HAZARDS FREEZING ANNUAL and the property of John Cunniffe,Architect.This drawing 3-1Dd box(3"x0.128'�;or � SNOW WIND FATHERING FROST LINE TERMITES DESIGN and design 3-3'x0.131"nails SINK LOAD TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY REQUIRED layout may not be reproduced or reproductions MPH D EFFECTS REGION DEBRIS ZONE DEPTH TEMPS TYPE X INDEX TEMP hereof used without the expressed written consent of John 3-10d box(3"x0.128");or ( Cunniffe,Architect. 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"x0.162");or Face nail 20PSF MODERATE F.E.M.A. & 3-3"x0.131"nails I < 140 NO NO NO TO HEAVY 11 d YES N.F.I.P. FLOOD It is a violation of the law for any person unless acting under C SEVERE 3-0 36 MAP No. N/A 52.1 d. the direction of a licensed architect,to alter any item in any 3-8d box m 1/2"x0.113". or S110WER 36103CO359 H way. If any item on this document is altered,the altering 2-8d common(2 1/2"x0.131");or 18 1"brace to each stud and plate Face nail _ _ 2-10d box(3"x0.128");or FIRST FLOOR TRAP architect shall affix to such items his or her seal and signature 2 staples 1 3/4" - - 2"DIA. WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA and notation"Altered by"followed by the architects'name, 3-8d box(2 1/2"x0.113");or HIGH ALTITUDE DESIGN date or alteration,and specific description of the alteration. 19 1"x6"sheathing to each bearing 2-8d common(2 1/2"0.131");or Face nail ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE All dimensions and existing conditions shall be checked and 2-10d box(3"x0.128");or HEATING COOLING TEMPERATURE 2 staples,1"crown,16 ga.,1 3/4"long TO SEPTIC 4"DIA.DRAIN PIPE FACTOR COOLING DIFFERENCE verified by the Contractor before proceeding with the work. DRYWELL 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63'wb) 57.5 3-8d box m n(2 1/2"4.;or JOHN CUNNIFFE - ARCHITECT 3-8d common . 28"); .131");or COOLING TEMPERATURE WIND WIND COINCIDENT DAILY WINTER SUMMER- 3-10d box(3"x0.128");or VELOCITY VELOCITY 3 staples,1"crown,16 ga.,1 3/4"long DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY 20 1"x8"and wider sheathing to each bearing Wider than 1"x8" Face nail 1 PLUMBING RISER DIAGRAM 9 15 7.5 71.5 M 30% 45-55% John Cunniffe-Architect - 4-8d box 2 1 2"xo.113" ;or0.131'�; Stony Brook, New York 11790 3-8d common(2 1/2"x or 17 Hillside Road 3-10d box(3"x0.128");or Y 4 staples,1"crown, 16 ga.,1 3/4"long T 631 751 0590 Floor 4-8d box(2 1/2"x0.113");or C ED q['rC,[� 21 Joist to sill,top plate or girder 3-8d common(2 1/2"x0.131");or Toe nail 1. D C(/ "r/ 3-1Dd box(3"x0.128");or N 3-3'x0.131"nails 8d box(2 1/2"x0.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking[to sill or top 8d common(2 1/2"x0.131");or plate(roof applications also) 10d box(3"x0.128");or 6"o.c.toe nail 3"4.131"nails '9 030893 3-8d box(2 1/2"x0.113");or OF 23 1"x6"subfloor or less to each joist 2-8d common(2 1/2"4.131");or Face nail 3-10d box(3"x0.128');or 2 staples,1"crown,16 ga.,1 3/4"long (continued) PROJECT NUMBER: SCALE: AS NOTED DRAWING: NAILING SCHEDULE, CODE DATA,AND PLUMBING RISER DIA( AND PLUMBING RISER DIAGRAM DRAWING NUMBER: G1 PROJECT NORTH i No: Date: Description: 1 01.16. 2022 For Client Review 2 03.02. 2023 For Review 3 07.24. 2023 For Pricing and Permit CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING LV OR END JOIST OOONBR COEDSWA L PANEL ALONG TABLE 602.10.5 OR END JOIST MEMBER DIRECTLY ABOVE ® 16" O.C. ALONG _� �I METHOD CS—GB: BRACED WALL PANEL BRACED WALL PANEL — — 71 — -- -ITT — — FASTENERS AS PER TABLE R702.3.5 8" OC AT THE EDGE AND IN THE FIELD FOR NAILSr; I I I I 16" OC FOR SCREWS ( 1 5/8"TYPE W OR S ) 2—t 6d NAILS EACH SIDE NAILS TO BE 13 GAUGE 1 3/8 LONG 19/64 HEAD, II II I 5D COOLERS OR GYPSUM BOARD NAILSNGED, 8d 0 6" O.C. ALONG 11 I I I 0.086 DIAM.X 1 5/8" LONG 9/32" HEAD. BRACED WALL PANEL 8d ® 6. O.C. ALONG 8d ® 6" O.C. ALONG TOE NAIL 3-8d NAILS 11 I I I BRACED WALL PANEL BRACED WALL PANEL 8d 0 6" O.C. ALONG AT EACH BLOCKING MEMBER METHOD CS—WSP: BRACED WALL PANEL II II I AS PER TABLE R602.3(3) BRACED WALL PANEL BRACED WALL PANEL II II EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL WITH 8d COMMON NAILS 11 A 6" O.C. ON TT 11 LONG) EDGE AND 12" O.C. BRACED WALLALONG PANEL 3-16d 0 16" O.C. ALONG 3 — 16d 0 16" OC ALONG I I I I IN FIELD BRACED WALL PANEL BRACED WALL PANEL 3-16d ® 16" O.C. ALONG 3-16d ® 16" O.C. EACH II BRACED WALL PANEL BLOCKING MEMBER UJ I I( I CONTINUOUS RIM OR CONTINUOUS RIM OR END JOIST END JOIST 2-16d NAILS EACH SIDE I PROJECT FULL HEIGHT BLOCKING ADDITIONAL FRAMING CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW \—FULL HEIGHT BLOCKING II II OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL ALONG EL 2x4 or 2x6 STUD WALL — — _U — ` ll — 2-2xBOTTOM PLATE r- - — — — — — — — — Z FIGURE R602.10.8(2) FIGURE R602.10.8(1) 0 FASTENING REQUIREMENTS FOR BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN _ BRACED WALL PANEL AS PER PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING TABLE R602.3.(3) FRAMING FRAMING 1 2 3 / � c� M 0 M T 1-1/4" galv.x20 gage c 7 Simpson coil strap with (5) 8d common .0 - H2A Stud To Rafter Connector N Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4" to 15-1/4" at each Rafter. With (n ((5)) 8d x 1-1/2" nails in Rafter (D Typical Metal WINDOW HDR P g (2) 8d x 1-1/2" nails in plate 4 Ft Perimeter _ YP provide blocking ® ( )) (� Strapping braced wall panels 5 8d x 1-1/2" nails in StudUJ of Openings iv 4" O.C. Nail ng—See Nailing e Panel Field PROVIDE afte on EachRsid RIDGES .+- Horizontal) attached Nail spacing Schedule Dw 1 Simpson LSU skewable hanger. Y g— of Ridge to have a (1)Sp T plywood sheathing (lf D shall have Solid Blocking M c y ® all Plywood Joints G SIMPSON H2A 0 Solid blocking between at each Rafter. With 1-1/4"x20 Gage Metal Coil - rafters attached to to 5 Sd x 1-1/2" nails in Rafter plate with 8d nails ®6" a.c. 2 8d x 1-1/2" nails in plate Strap with (5)-8d common nails 0. 1 4 JO ST 5 8d x 1-1 2" nails in Stud in each end. catch jack studs / 2" M N. along length of braced wall / and window or door Header. DEPTH, MAX. panel. Comer Holdowns Typical each side and ALL Look Out Blocks • Refer to plans windows and doors. 0 o' Gable End Wall Less an or Equal ° �j 6 JOIST for locations to 12" oFp y poi T DEPTH, MAX. if required _— TU RIM JOIST BLOCKING BETWEEN RAFTERS 0 BRACED WALL PANELS IRC 602.10.8.2(1) NTS RATTER—TO—STUD CONNECTOR & Solid sawn joist and rafter Sill StrappingZ JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS—LOOKOUT BLOCKS 0. notching and boring limits. See details an TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 g NTS this page. IN LIEU OF RIDGE STRAPS WALL TO HEADER STRAPPING PROVIDE MIN, 2x4 COLLAR TIES 0 EACH RAFTER NOTE; Sd COMMON NAILS ARE NTS LOCATED IN THE UPPER THIRD 4 5 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED This drawing and design layout is an instrument of services TO THE RAFTERS WITH 4-81) NAILS and the property of John Cunniffe,Architect.This drawing EACH END and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John 3"SO.x 5/16"WASHERS Cunniffe,Architect. 1-1/4"x20 gage G-185 &END NUT SETUP Galvanized Strap It is a violation of the law for any person unless acting under with (5)-8d common nails DOUBLE SILL PLATE ON the direction of a licensed architect,to alter any item in any at each stud, wrap under sill COPPER TERMITE SHIELD % way. If an item on this document is altered the altering and nail to back of each sill. W/SILL INSULATION 3-0 O.C. (110 MPH) 6 MIN Y Y g NOTCH CUT Strap may be attached OVER Z_ architect shall affix to such items his or her seal and signature DEPTH <1/4d d LENGTH the plywood OR directly to ' 2'-6° O.C. 120 MPH 12° MAX HOLE EDGE 12" Min studs. 5/s"DIA.ANCHOR ( ) and notation "Altered by"followed by the architects'name, OUTER 1/3 OF DISTANCE >5/ BOLTS(TYP.) i'; date or alteration, and specific description of the alteration. SPAN ONLY S LE DIAM E '' I— All dimensions and existing conditions shall be checked and I I=1 I I—I I - 9 sruD <2/5d t_' POURED CONCRETE III=1 i'- x verified by the Contractor before proceeding with the work. SINGLE STUD E DIAM ER rF;i —1 Oo Oo Z a <3 5d FOUNDATION WALL ; :, (- � � _ PLATE DOUBLE STUD HOLE EDGE u. e JOHN CU - NNIFFE ARCHITECT DISTANCE >5/8" Use 1-1/4" Metal SECTION N Coil Strap 20 Gage T (5) 8d common nails NOTE: PLAN 12" Min E EACH END at John Cunniffe-Architect EACH Stud. 1.USE 5/8"DIA ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO 17 Hillside Road FOUNDATION—SILL—STUD CONCRETE W/3"SQUARE x 5/6"WASHERS AND END NUT ASSEMBLY. Stony Brook, New York 11790 2.ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED T 631 751 0590 8d ® 6"Wall Along STRAPPING BY HOLD DOWNS FOR SHEAR WALLS. Braced Wall Panel Applies to Garage Wall and Stud notching and boringlimits. FIGURE R602.10.8(1) PP • 9 3.ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO Slab on Grade Construction 12"MAXIMUM FROM ENDS CAN CORNERS NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY ARC WALL TO WALL STRAP SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR GALVANIZED STEEL COATED WITH A MINIMUM OF \G� Q, CUAI NTS 1.8 OZ. OF ZINC PER SQUARE FOOT OF STEEL, DETERMINED 10 11 12 BY USING THE ASTM A 90 TRIPLE SPOT TEST. 13 14 1-1/4"x20 gage G-185 030893 �lk o Ho Dipped dp o (5)e common nails at each stud, wrap under sill OF Ntv' o 0 HDU5 ° and nail to back of each sill. o W ((8) 1 ' Strap may be attached OVER 4"x1-1-1/2" o SID SCREWS the plywood OR directly to ALLOWABLE LOAD: 1,825 LBS Studs. o PROJECT NUMBER: SCALE: AS NOTED 11/2" THREADED ROD COUPLER NUT AND 3-16d 0 16" O.C. Along 1/2" ANCHOR BOLT o Braced Wall Panel DRAWING: FIGURE R602.10.8(1) 0 N NAILING SCHEDULE DOUBLE STUD AT TIE Preservative—treated barrier required for DRAWING NUMBER: • connectors in contact SIMPSON LFTA . , with treated wood WITH (16) tOD NAILS 11 • ALLOWABLE LOAD: 1,205 LBS II •.. SIMPSON CORNER TYPICAL HOLD—DOWN BETWEEN G 2 HOLDOWN @ BOX FRAMING FIRST AND SECOND FLOOR FOUNDATION—SILL—STUD 16 ALLOWABLE LOAD: 1 ,8525 LBS 17 NTS 18 STRAPPING PROJECT NORTH i 3 No: Date: Description: 3 1 01.16. 2022 For Client Review 34'-4 1/4" 2 03.02. 2023 For Review ( 1 3 07.24. 2023 For Pricing and Permit 35'-4 1/2" 10'-0 1/4" 14'-5 3/4" 9'-10 1/2" HDU5 CORNER 01 9'-2 1/4" 5'-0" WALL ASSEMBLY: 10'-5 1/2" 14'-5 3/4" 10'-8" HOLD DOWNS WOOD SIDING 9'-9 1/2" ( 10'-0" " ALL 4 CORNERS OF THE TYVEK HOUSE WRAP ENCLOSED STRUCTURE I"APA SHEATHING 2x6 WALL STUDS 16"O.C. HDU5CORNER - - _ _ _ _ - - � - - - 8"POURED CONCRETE - - - - - - - - -I- - - - - - - - ''DURA ROCK AND TILE HOLD DOWNS F.W. 3,500 PSI CONC. I AT SEASON SHOWER ONLY EACH CORNER — — — _ — _ FILLED SOLID — OVER 16"x 8" DEEP E NL "PLYWOOD AT STORAGE SEASONAL 0o c� REINFORCED FOOTING co 4 4 ce) 4"CONCRETE SLAB T 4 4 POOL STORAGE D00 ON GRADE A1.1 _ A1.1 RHEE RTx 18 SH R I r 1 1 c%) I I OVER 6"VAPOR BARRIER I -3'-0"DEEP 3,500 PSI CONRETE �'� ELEC. OT EN S E A1.1 WATER HTR ❑ ❑ 2 1. 5 x 9 LVL I I o I I (2) 1 5 x 9 LVLII 8"WIDE x 16"DEEP ( ) � � II � B O I I� I� I� � CONC. BLOCK HAUNCH PITCHED 4"CONCRETE SLAB TO BEAR NON BEARING WALL TO RECEIVE SHOWER TILE SET OVER FLOOR DRAIN TO II II I L— 3 6'DIA x 4' DEEP DRYWEEL 3 3 I I SEASONAL I 3 GS PIPING PROPANE _ 5"RCA BASE AND SAND SENT A1.1 A1.1 SINK �SISSOR BELOW MANUFACTURED 4 CONCRETE SLAB UNDER 3L I I � (2)2 x 8 DF TRUSS — zIL III (ICAMBRIDGE PAVERS CABINETRY ASSEMBLY _ _ �� I �� 3 Q coCn / \ ' OR ADD ALTERNATE M � 2 II, a) o THERMAL M CC 0 PROP NE x \ o vT 0 A2.0 o O= a[ o FIREPIT x I ? W0 c I I 142"x 2" I N I o N / RANDOM PATTERN a - N II I r,�I TAB N PROJECT T I =O °� (2)2 x 8 DF SCISSOR TRUSS �I o I II 11 = _ — — 11 ) II L9 II I I N 0 T 810"x3'6" �n N I I M N 48"x 48"x 4'DEEP 4"CONCRETE SLAB N I I CONC. BASE FOR UNDER ISLAND II II I I I 42" 1 iIII FIREPIT CONSTRUCTION I III ISM II II _ _ - I I_ ( 45 x A LVL — _ — I_ _ —- I I_ O - - _ - - - - - =i- _ - - - - -_ _ i TYPICAL: I I PROPOSED BLUE STONE OR I I II 6"x 6" ACQ POST I PAVER�URFACE J ON SIMPSON BASE AND CAP I gill 621 SF II II I N OVER 18"CONC.PIER o _(2)2 x 8 DF SCISSOR TRUSS — _ z L() -3'-0"BELOW GRADE. n PROVIDE CONTINUOUS 9 � I Ir � n� � \ 0 �SIMPSON ST STRAPPING I I -I IX r' FROM BASE TO TOP OF I C01 I �I 0. GIRDER i l" i I III I "E z PEIU) L - - - - - - - - - -I- - - - - - - - - - J Uj 6"x 6"ACQ POST CALD WITH NATURAL WOOD VENEER Cz M z 0 9'-4" " 14'-0 3/4" " 9'-4" 10-0 14-0 3/4 9'-10 1/4" 33'-10 3/4" 0. 10'-0" 15'-4 3/4" 10'-0" 0 35'-4 3/4" 1 A2.0 cr 0. 'This drawing and design layout is an instrument of services land the property of John Cunniffe,Architect.This drawing land design layout may not be reproduced or reproductions (hereof used without the expressed written consent of John PROPOSED FOUNDATION PLAN 2 PROPOSED FIRST FLOOR PLAN Cunniffe,Architect. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration, and specific description of the alteration. All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 ��-9, 1`D ARC * ylr 030893 OF NE`N PROJECT NUMBER: SCALE: AS NOTED DRAWING: PROPOSED FOUNDATION PLAN AND FIRST FLOOR PLAN DRAWING NUMBER: CALL 811 A1 , 0 FOR UTILITY MARK OUT PRIOR TO THE START OF (PROJECT NORTH ANY EXCAVATION WORK � | . NO: Dote: Description: 1 01.16. 2022 For Client Review 2 03'02. 2023 For Review 3 07'24. 2023 For Pricing and Permit WET RATED "UTILITY LIGHT STORAGE I Eli J11 I IT PROJECT WHITE LENS LO PENDANT OW JrR ILJ KTR u u u u u u u u u u v u u u N U I , . " " " "2x10 ROOF RAFTERS 2 x1 0 ROOF RAFTERS 16" c. 16"o.c. > _0 C\j ROOF ASSEMBLY Nn.2 * | ~ LO COLD ROLLED ASPHALT � . -� ROOFING OVER I'ARA PLYWOOD SHEATHING 2xD TAPERED JOISTS 16" uc 8°' PINE 1 xDBOARDS - OVER 3^x 10^ ROUGHSAWN | DOUQ FIR JOISTS | Uj 4-1 RC)OFAS8EM8LfNo 1 � Tm*ouu� U � - `— ' ' *r �~ Cz 30YEARARCH|TECTURAL Co �� ASPHALT ROOFING �� OVER 3/4^APASHEATHING 0 2xiO ROOF RAFTER 1G^O.C. M F|N CEILINGL|N8 1x8T&G P|NE 0 PROPOSED ROOF PLAN PROPOSED POWER AND LIGHTING PLAN This drawing and design layout ioan instrument ofservices and the property of John Cunniffe.Architect.This drawing and design layout may not bn reproduced orreproductions hereof used without the expressed written consent ofJohn Cunniffn.Architect. 77 |tiea violation of the law for any person unless acting under ROOF ASSEMBLY N 1 the direction ofo licensed architect,10 alter any item inany 3O YEAR ARCHITECTURAL way. |f any item on this document io altered,the altering ASPHALT ROOFING architect shall affix to such items his nr her seal and signature - -- DV -- -- -- -- -- -- and notation'Y\|tnredby"followed by the avchibe�o'name, 2x10 ROOF RAFTER 16"O.C. �m2m/u`�� u��xx date or alteration, and specific description of the alteration. FIN CEILING 1x8 T&G PINE STRAP EVERY RAFTER 12 ROOF ASSEMBLY No.1 All dimensions and existing conditions shall be checked and 2nnur SCISSOR TRUSS 10 30 YEAR ARCHITECTURAL 12 Zverified by the Contractor before proceeding with the work. SEE PLAN FOR SPACING ASPHALT ROOFING 2x4 COLLAR TIES 10 + OVER J"A,Aancn/n/mG EVERY RAFTER ]OAN CNNNIFFE - ARCHITECT ROOF ASSEMBLY No.2: SIMPSON HURRICANE COLD ROLLED ASPHALT uurS EVERY RAFTER JnhnCunniffe,4rohdect - - -�0��|��R—�g� - - - - - - _ - 17HiUoideRood ' PLYWOOD SHEATHING j' BEAD um|m BEAD-------- S�onyBrook. NmwYork1179O HT u u |/\pE,�EuJOISTS 1h' /\SHEATHING AT E��p��SEoE*vE �� TG31 751 05AU BTM OF LO WALL ASSEMBLY: 4 —ROUGH SAWN PINE BEAM LO OVER ON PLYWOOD BACKER BD WOOD SIDING 3"x 10" ROUGH SAWN TYVEK HOUSE WRAP WALL ASSEMBLY: DOUG FIR JOISTS APA SHEATHING 2x4 WALL STUDS Q CULTURED STONE 16'o.c.WITH PLYWOOD .-jc) OR TILE BACK SPLASH 9 -1 INTERIOR SURFACE TYPICAL: 0 0,0 0 G.C.TO INSTALL OWNER 2 PROVIDE ACCESS PANEL 6"x 6" ACO FOST TO SELECT AT SEASON SHOWER ONLY TO SHOWER CONTROLS S SONAL ON SIMPSON BASE AND CAP PROPANE IINE CABINETS AND EQUIPMENT PLYWOOD AT STORAGE OVER CONC. OUTDOOR POOL ' OOD PANEL ROLS 030893 -y-eELeWeRADE- AREA ENCLOSURE — - - - - - - ' JE [ PROVIDE CONTINUOUS � ' ' -- - WF S/mruumS/ S/n*rnmc, | | | | � � � � FRON1BASE TOTOP | | | | | | 8^ POURED CONCRETE 4^QDNCGLAB OF GIRDER F.VV. 3.500PS| CONC. � �7 FILLED SOLID _ _ _ _ cr) L _J L _ _J L _ _J L — _J OVER 16"n8"DEEP PROJECT NUMBER: 5"FICA BASE AND SAND REINFORCED FOOTING ' SENT BELOW -3��DEEP 3.50O PSI CONRETE AS NOTED MANUFACTURED onmwwo: CAK88R|DGERuVERS PR<��(��[� ��(�F PLAN OR ADD ALTERNATE PROPOSED ~'^~ THERMAL BL0EQTONE' POWER AND LIGHTING PLAN RANDOM PATTERN AND BUILDING SECTION DRAWING NUMBER: PROPOSED BUILDING CROSS SECTION PROPOSED BUILDING CROSS SECTION A1 , 1 PROJECT NORTH No: Date: Description: 1 01.16. 2022 For Client Review 2 03.02. 2023 For Review S/S FLU CAP/SPARK ARRESTOR BY SUPERIOR OR EQ. 3 07.24. 2023 For Pricing and Permit 77 o CULTURED STONE N ON CEMENT BD AND WOOD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —FRAMED FORM. a STONE CHOICES WITH OWNER 12 �10 ROOF ASSEMBLY No.1 30 YEAR ARCHITECTURAL ASPHALT ROOFING — — — — — — — — — — — — — — — — — —— — — — — — — — CLAD BEAM CLAD BEAM CLAD BEAM TYPICAL: PAINTED WOOD 6"x 6" ACID POST DOOR WITH V GROOVE ± ON SIMPSON BASE AND CAP PANEL. CONTRACTOR OVER 18"CONC. PIER TO SELECT AND m9 � T- -3'-0"BELOW GRADE. REVIEW WITH OWNER �®® o ® LO PROVIDE CONTINUOUS PAINTED WOOD r SIMPSON ST STRAPPING TRIM AND CASINGS TO PROJECT PROPANE FROM BASE TO TOP DINING AREA MATCH BOARD AND FIRE PIT DINING AREA OF GIRDER BATTEN MATERIAL — — — — — — — — — — z 0 1 PROPOSED FRONT ELEVATION - FACING POOL 2 PROPOSED SIDE ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" > 0) O r � •E Z 0 U) -�z 77 CULTURED > o STONE CHIMNEY - W > _.:3 a FOR BBQ VENT N d- _ o (� — — — — — — — — — — — — — — — - -- - -einssEAM_ - - — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — - -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — — — — — — — — — — — — — — CO a 12 10 ROOF ASSEMBLY No.1 1 o. .C)PF ER 30 YEAR ARCHITECTURAL RI C ASPHALT ROOFING 0 T P F - - Cc OA D "— — — — — — — — — — — — — — — - - WOOD I'RIM BOARD CLAD BEAM CLAD BEAM PAINTED WOOD DOOR WITH V GROOVE TYPICAL: PIN ED ROB TSl N BO R A PANEL. CONTRACTOR 6"x 6" ACQ POST This drawing and design layout is an instrument of services ON SIMPSON BASE AND CAP and the property of John Cunniffe,Architect.This drawing N 1 B TT N RE SELECT AND OVER 18"CONC. PIER and design layout may not be reproduced or reproductions .- USE 1x 0 HIE NE BD REVIEW WITH OWNER o -3'-0"BELOW GRADE. hereof used without the expressed written consent of John LP GAS TO PROPANE PROVIDE CONTINUOUS Cunniffe,Architect. r P IN B SH R IN I IA S FIREPIT PROVIDED BY OWNER SIMPSON ST STRAPPING L R Y E G.0 .TO COORDINATE ALL FROM BASE TO TOP It is a violation of the law for any person unless acting under INSTALLATION PROPANE OF GIRDER the direction of a licensed architect,to alter any item in any - - - - - - - - - - - _ — — — — — — — — — — — FIRE PIT — — — — — — — — — — — way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration, and specific description of the alteration. All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work. 3 PROPOSED REAR ELEVATION 4 PROPOSED SIDE ELEVATION - FACING HOUSE JOHN CUNNIFFE - ARCHITECT - SCALE: 1 4" = 1'-0" ALE: 1/4" = 1'-0" John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 D ARC,, 030893 OF NE`N PROJECT NUMBER: SCALE: AS NOTED DRAWING: PROPOSED ELEVATIONS DRAWING NUMBER: A2 . 0 PROJECT NORTH