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Home My WebLink About48556-Z TOWN OF SOUTHOLD �o�gNFFOL y BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE Woy • SOUTHOLD, NY Va 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#: 48556 Date: 12/5/2022 Permission is hereby granted to: O'Hara, William 265 E 66th St#2G New York, NY 10065 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per SCHD approval. At premises located at: 165 Rogers Rd., Southold SCTM #473889 Sec/Block/Lot# 66.-2-22 Pursuant to application dated 8/30/2022 and approved by the Building Inspector. To expire on 6/5/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,072.40 CO-NEW DWELLING $50.00 Total: $1,122.40 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS •o FOUNDATION (1ST) c�l v`•-3 -------------------------------------- FOUNDATION ------------------------------------FOUNDATION (2ND) 1r,� �=z 0 L� y ROUGH FRAMING& PLUMBING 0 r r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMME TS oo z �rn a' O z � x �d b ,. ;;� TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' �`~ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 https://www.southoldtownny.gov ter. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I a- � PERMIT NO. �� Building Inspector: U , .:; AUG 3 0 ?n�� Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner;an DUMAN",` DEPT. Owner's Authorization form(Page 2)shall be completed. TOWNOF S4U n0 ti-?') Date:08/29/22 OWNER(S)OF PROPERTY: Name:Karen O'Hara SCTM#1000-66-2-22 Project Address: 165 Rogers Road Southold NY 11971 Phone#:917-804-8005 Email:karen edlow me.com Mailing Address:165 Rogers Road Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: _ Mattituck NY 11952 Phone#:631.1-603-901.92— Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_ Portillo AMP Architecture Mailing Address:– = - Mattituck NY 11952 Phone#:631-603-9092 1 .Email:apoIV1,9@amparchitect.com _ w CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure VAddition ❑Alteration ❑Repair ❑Demolition A�Estimated Cost of Project: a O4 h e r Proposed one and t—story fame addNon,modified covered porch at front entry.Proposed stoop at rear and a d,entrances Prop—d Rear PaW at Grade.Proposed UA OWTS YYYY Will lthe lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of properly: S}N� FQ�'lu (_eS-lden Intended use of property:Sjl�U Farm}u & (m Zone or use district in:which premises is situated: Are there any covenants�and restrictions with respect to t f��0 C this property? 11Yes C�0 IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water hsues as provlded_by, Chapter 236 of the Town Code.APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuantw the Building Zone ordinaries of the Town of Southold,Suffolk,County,New York end:other applicable laws,Ordinances or Ragulatiorw,for the construction of bul lungs, additions„alteration's or for removal or demolition as herein described.The appliant-agrees to comply with all applicable laws,ordinances,bulkl Ing code, housing code and regulations and to admit authorized inspectorson premises and In building(s)for necessary inspections.False statements made herein are punisfrable as a class A misdemeanor pursuant to Section!WAS of the New York State Penal.taw. Application Submitted By(pries ame): r �SS -kgAuthorized Agent ❑Owner Signature of Applicant: Date: g l 3 o/a a ) STATE OF NEW YORK) COUNTY OF being duly sworn,deposes and says that.(s)he is the applicant (Name of individual signing contract)above nes d, (S)he is the MQU (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/her knowledgeL and belief-and that the work will be performed in the manner set forth in the application file therewith. BARBAR�TANDY Sworn before me this Notary Public,State Of New York No. 01TA6086001 Qualified In Suffolk County 30 day of AW, .20oR_a Commission Expires 01/13/20-023 Notary Public PROPERTTOWNER AUTHORIZATION (Where the applicant is not the owner) 1 CV CVN 0,tt-0LVv-- residing at �-( 'e—r5 - S�� (do hereby authorize AMP ARCHITECTURE to apply on my be alf to the TovA of Southold Building Department for approval as described herein. ]Xwner's Signature ate . �A d � Print Owner's Name 2 i I Q W c MAIN EL �i Gi:i:�L ZERO SETTING c N ON OFF DETECTION 6 m ANE_ A` Di,rIELLINC IN7IG ATOR 1N IG.aTCR GIRGUIT = —�o oz0� o c M11 l�—R \I co 2 j N t oy� fl c �m 'ND!GA OFF, Q O I I ' GIrKGUIT i U 7 I ^` \ TIME 1 m AG (DG; INPUT PONErc UFFLY ONE-CHIP MIGRCGCNPUT=R cn,'N' , UNIT a--� I GIrcGU T �— I 5ELEGTORS + ' U C GEGICATEG,FO ANF I ( Q 0)SINGLE-FHASE I Q GIROUfT 5REAK=_R 1 ' ELECTR!GAL 5EYVIGE J TO HYDRO-ACTION �—j PIG CONTROL FANEL I Q I HYDRO-ACTION SINGLE LINE DIAGRAM 5GALE NTE 1 I I I I I I I 1 1 I I PR.CVIDE fLL LGATROL BCCL IIF GRATC(BAFFLE PRCLiBEL. IF;VLET PITLN LJ'JCR BELOY.GRACE ..OVERS 6EATA- LO^'PREESGR EXCE[OS PLR FCOT) ¢ I ccs w ' � FRIF,ARY LCVER �., I'-O'Y•IN I'J'MIN -Nix I AVE.E•RAL£Er.•183. � �3._b-N••x. I � _b '..5!LPE 4 A I o I EL•S�' NL OR EW. f M+•y < N•�-IO. MIN INV HIn,ao SLR 65 -LD _ NIN Pi — P PROJECT: l _ I 1 FLCN LI\E 1 1 � INCLTEII Nv. O HARA I R�IE3' I C. SEPTIC eAYYS,- 'h E x1eD M - FROYIDC LAST IRJN PROVIDE la'TrK.INI%J� VI DR.. �E%TCNC ' \— ' OP EAy F0. PT10N c ATD(PE.R.GLeDSE-EADaLArP GGifS: I c.u pfMIIPN—:AL9DI:x-O - - I D15TRIEJTIJh eCx � T:'al_•-,l I l-5'�,-1 I 165 ROGERS ROAD i SOUTHOLD,NY 11971 Yrcao-ALncN ANsoo ' ]i5 NITROGEN REDU:,TICN SYSTCM fvPLAGE Ex501E cl=A,^'.SAnL - I DRAWING TITLE: —� EILL OF HATERIA•s cLUAR SLRRIX.A^.1\ .E•r L?N—E%1575 SPAD I}EI-. =,N vESLRIPTICN c. °�^•2L(5P5N I WIRING DIAGRAM -VE-._T_E_ A-:eccst - .AAsco.:<s NR[�.cTIJn I SYSTEM DETAILS 4s C,I I— /-� G —Y T>= �-.\ IECJ55 nNK hNSCG:,5 PRETREATMENT . ri LK C'U\1 MEAL T H ✓_PARTNENT APPR./AL A =� e Ico IE COLnL165. S;4 35 F/C Shy 1 ..ISLES-Eh_EE Ane_c<.,o _ GRC_xD 11-2._EL.Is ___— PAGE: rT LCM'LT C 76066 FASIL R,3/9-It]C a AT5 E AESE* 1 Y.RE-C IR✓_i:.T N 3<5 L ETS I SP-102.00 F APb—AN w PLATFORM.—LETS G eC50-EL•-LIDO-PLL ECSC-.O-_f✓-PLG - - - 1 Ih'NGV ATI F_f ALvRNA-VE GN51-P WAST<rrATER rKE=TYENT SYST€N.�I/i OW'S1 LLAGHINFi PG�`L�'_1 DATE:07/07/22 i r, EN ALL MVC A YININ,R,TREATt 1 LAP SLITY„r1 AR «O EPD�i EECRCOPS;• IS--!-NI-SYSTEM POR A 5-.EEDR.CON-SIC��.".E---1 1-110.iC0 FT=5=.LL EA PRCPOSEC NYDRO-ACTION ANSCO PR 1.BEp GPu}RLATMEhT LAPAG�TY (3;E'<x E',CFrEC}I'Je CCPTNi LCAL�II:E PCGLE PROVIDE ACC FT=BIDE- AREA SEE ATTACHMENT (S) = ;AtEETOOEETITf0K 3. AIp'T�N 015:ANLC EETY.Cen TfE IiA GhTS AnD&.YLDIK-v-I'.,GCLLPR.HAELVEhY SP:.LL EE : LAEALh1Av PGOL5 Tp EE<CNETRJLTEC Cr PRCLAST REI'FORLfL LCnLRCTC IGF CCJnL)AINED.-E M h G15TA�t Ir E-4LDI IS A SLAE E ---SLALL BE-1-1—O-EE G--I I-EG-'L: A 5NNIN CIETANLE BETYEEN TPE IiA OAT5 AAD DIST PO%l v_!:PRESENT'ELALL EE—INTA—E. T MIN LIETANLE BC-EEN ThT_Y G-rST RELGRDEC GROLi+DrigTER LE'EL AhD BOTTOM Cf \5 V -.vILE A cN.Y yJ cPr(<eec¢cors;15 7-N.':`ER oP < LEACNINE P LS ELALL e=-N INTAIlf p4i0 fix`•'• G'P� 5 A O'MIA D157-1 SET—LEAC�!N5 POOLS AND i;ATCR LIx=SMALL EE MA'A AINEC. PROP^FJ^—1E.BYSrAMLL EE LAPABLC Or----AT'—q 5 SEECAPACITY G AN b'YIN LISTA-E-ALL L[ALNING POLLS A4:I/n—ALL BE MAINTAINED 9T ��7aa5 O FROF05ED SEFTIG SYSTEM DETAIL GLEAN-OUT DETAIL FOF NE�� EGiiLE.x75 51LALE NTS SITE PLAN HATCH KEY: - PROPOSED I STORY ADDITION PLU_"_'7�CER_R,9ii=T0N �n PROPOSED 2 STORY ADDITION COMPLY WITH ALL CODES OF OrV LEAD CO,",/TENT L?�F0,q CERTIFICATE OFOCCUP,�Iv`C�' „ > ' W NEW YORK STATE & TOWN CODES ILd AS REQUIP!77D AND CONDITIONS OF RETAIN STORM�JAPT I�l.136 SOLDER USED IN WATER l u PURSUANT TO CHAPTER 2�S �. _�, r, r� . SUPPLYSYSTEM CANN0 7 7 OF THE TOWN CQDE EXCEED 2110 OF 19". LEAP. Q � N BOARD �_ 0LO ) (0 AP APPR VEDAS NOTED _ uy .. ELECT'.7!4C%� PLUMBING '- DATE: S o2 B.P.�_ �� 1`(L�b �� +:- �a II MPECTsO1� PEOUI:'SD ALL PLM.81NG WASTE O FEE: _•'.,7 r: I &WAT=R LINES NEED Blower door F 3 o Cc Z NOTIFY BUILDII ' AT TEtTING.BEFORE COV-RING v and ductwork h 765-1802 8AM '.1FOR THE 4OA(c_ FOLLOWIN 'SrOCCUPANCY OR testingrequired. 6Az Nd- O O CO ;57 1. FOUN�^ATiQ"� T'_':^ F; OUIRED USE IS�UNLAWFUL -C O +' `n FOR POURED CC �;:i E Tj� 411 S PLACA'3�13 III�I,i OY �1R 1Q �`A W ��$ 6 ,e & ?_. ROUGH - FRAI,F,, PLUMBING �'� F",► �'� �; 3 N N WITHOUT CERTIFICATE FR.,,tl .1 l'NTILSQRVrj_Y� a �� ' q AA,; yq� - a I M o 3. INSULATION I OF FOUNDATION ®' 1fiM®�� ll 4. FINAL C0''QTR_ N BUST OF OCCUPANCY HAS BEEN APS QYEP: Provide Manuals 2 (}�� G Tr * ' BE COMPLE 7 r D J'and S M $ f ALL CONSTRUCTIJI� ALL MEET THE , - - - _- as per �� SUBJECT PROPERTY REClUIP,EMENTS OF The CODES OF NEW \ \ \ I 20' NYS Energy Code qt ,, Q. l YORK STATE. NOT RESPONSIBLE FOR - - - -- _ _ �2f �< � � °a El DESIGN OR CONSTRUCTION-ERRORS.- - ---- -- - _ 526°13'00"E - - - - -- -I- _ _ _ 1 8A(c) 2'A ! +J - All exterior lighting w I _- .ti.,F x' r ••.e �fi�.h� ��,��' �; ��p� e• �4�`��3� M1`'r.R`,pp ra �,y� ,7,, '+`' c � � a �Installed, replaced or - - - - - - repaired shall conform � r a- 174Jito Chapter 172 A I ' o of the Town Code - ;, ; I • - I NOTE: I ,' EXIST. 5-HIGH 4 I. FLOOD MAP DATA FROM SURVEY STOCKADE i I- MAP#: 3610300158H FENCE MAP DATE: 09/25/20090.t #, - �! ,.•r;' tv FLOOD ZONE X wM" 2. SITE PROTECTION/SILT FENCING TO BE INSTALLED AS REQUIRED BY SOUTHOLD EXIST. 6'-HIGH EXIST. 4 HIGH TOWN. STOCKADE i STOCKADE FENCE FENCE 3. NO SURFACE WATERS OR WETLANDS ARE ( LOCATION MAP LOCATED WITHIN 300' OF THE PROPERTY. I I__L. Q� i I 4. ELEVATIONS REFERENCE NAVD 1988If I SCALE: NTS SITE LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S SITE PLAN 8 15 FA5E <E"'�r : SUBJECT TO VERIFICATION BY A LICENSED -- - - - . Y O SURVEYOR. TINFORMATION -- _ 7E5T HOLE 11- is cos 3o2Z t� i d- 0 REPRESENTED ON THIS SITE PLAN IS TO THE ic VATAs'-RV�GES lI � ARCHITECT'S BEST OF KNOWLEDGE. -00 I .00 PROJECT LOCATION & SCOPE I . PROPOSED ONE TNO 5TOR1' FRAME ADDITION. SITE PLAN & ZONING DATA 2. SURVEY INFORMATION WAS OBTAINED 2. MODIFIED GO\/ERED PORCH AT FRONT ENTR`r. a.�V FROM A SURVEY DATED MAY, 5 2015 AND OL 17,�BROVN LOAM PREPARED BY: 5. PROPOSED STOOP @ REAR I$ SIDE= ENTRANCES. 9M °"°"""L"'""' EXIST. I;I i ( KENNETH M. WOYGHUK 4. PROPOSED REAR PATIO @ CRADE. =0®� ,�® GENERAL NOTES GRACE (� LAND SURVEYING, PLLG SH �n PO BOX 153 5. PROPOSED I/A ON75 ENERGY TABLE 00� SA� w � ,' (AI � AQUEBOGUE, N.Y. 11931 STRUCTURAL DESIGN CHARTS L__J �R I TELEPHONE: (b31) 298 1588FROJEC/TDATA : �-00 .00 HOLDOWN, ANCHOR BOLT PROPOSED 2'x8' , STRAPPING, & NAILING DETAILS 2 STORY BOX WINDOW p,,,2�,, �PRo� ADDITION - - _ I 1 PROJECT 1 ZONING DATA - - - a DRY 34.0 II -- - --- - - - - - --- --- -- -_----� PROP.PATIO � FASTENING SCHEDULE ``' ADD STORY v� 'f) TAX MAP # 1000-66-2-22 - - no - - ea r'r FE SAiro I /� 6(% 20. ITI ��} W ® GRADE ry I-5T -- _ _ I � � �r� �S � --___ ------_ ---_ -- - -- - I - -_--_------_ - - 'J-®O .®O FRAMING GRAPHICS �� O I I.O G ZONING D ISTRI GT R-40 NC, RELOCATE �0 3 13' I N / // pp,, BEAM CONNECTION PATTERNS con,�sns.er �breaow ' �- - - - .tel/ L� O.C/ � ♦ �� ,----' '-_-_--- -° ----___- - -_-=_ ----__==-==i ---- - --_--- -- ---=------ -__-- - ' OUTDOOR I 4� 5Q a LOT AREA 0.4 ACRES FIREBLOCKING DETAILS O /SHOWER - - - -_- .t 1 I - EXIST. 18 2-STORY WD. � --_ ---- - -; - _-- -- - ='I - - -- - --- -- -- ---- ----____-- � O (PIPE TO N FRAME DWELLING w/ = I EXIST. �S CofO - FOUNDATION No. z-17965 - 1 �� PROPOSED DEMOLITION PLANS N (3 BEDROOMS) PROPANE �/� BASEMENT d GRAWL5PACE \ _ -- -- ---_ - - - -_-- -- O DRYWELL ry 8 L4.' 'i CYLINDER � GofO - I FAMILY DWELLING. I z F.F. EL.=20.6' FRONT CVRD. PORCH, REAR / / // OI TANK WOOD DECK, OUT SHOWER, SHED NO. 3-1554 Q 04' _ 'j�/ /i� RY �r I LOCATED WITHIN W/ WASHEz/DRYER - w / BASEMENT = _ i 3.5' MODII�ED d�� DD)TjON/- i -_ - - •__ FEMA FLOOD ZONE lI x A- 102 .00 PROPOSED FOUNDATION PLAN o 4Ci"i-FtJ / /i - 20.4 � ---- ---- -. - -- ----- - � ,�o�RGt� _ ct 18. • � I -- - - O Fes--22•°1 - S��EA�� ( WETLANDS DISTRICT NO N/A PRO WALK / ' DEC DISTRICT NO PROP. w l� i NSUFFOLK BOUNTY HD APPROVAL PENDING 4 BEDRM. Iq'� I WELL/ 1 � W DRYS O I DRYl A= 1 ®5,®® PROPOSED FIRST FLOOR PLAN I z i _. I J� Q PROP. HYDRO-ACTION I O O an - J _ - -- - _- o AN500 I/A OWT5 W/ REMOTE PLG CONTROL PANEL _=w I -- -- - _ � �I IL � N HABITABLE SPACE EXISTING PROPOSED � FOR DETAILS) X Cl- TESTS( IL PROJECT: (MEI- APPROVED H.D. PLANS w N- I O I + - -- -- --- - - o H ILEI BASEMEN- AREA II- O S.F. os.F. 0PROPOSED SECOND FLOOR PLAN _ 14,00 PROP. 20"0 �Q I O --FIRST FLOOR AREA - - _ - =10Q�i S.P. 1,4x7 S.F. PROPOSED ROOF PLAN 'hIARA POLYLOK DIST. BOX a IQ 3 PROP. PROP. 3 (SAMPLING POINT) I X<> SECOND FLOOR AREA--- _ -161 S.F. ! Sq� S.F. - -= ADDITION - - - - -- - 130.00' I 0 Q Q X - -- --- ---- - - _ -- --- - - ---- TOTAL BEDROOM COUNT 3 4 A-201 .00 PROPOSED EXTERIOR ELEVATIONS 100.00' N29 39 20 w I I 165 ROGERS ROAD -- ---�- _ SOUTHOLD, NY 11971 ' 1) V I LOT COVERAGE -202 ,0® PROPOSED EXTERIOR ELEVATIONS wSII -- - ----- ----- - -- - --- - -- - DRAWING TITLE: _ UJ ,' DESCRIPTION (FOOTPRINT) AREA COVERAGE 1' x� u R00ER5 RO D PROJECT LOCATION & SCOPE TOTAL LOT AREA Ibboo.o S.F. 501 .00 BUILDING SECTIONS SITE PLAN & ZONING DATA I --�� -- EXIST. I' ---- UTILITY -EXISTING HOUSE- -- __- -- - - - I J1 1,099.0 S.F POLE I EXIST. OVERHEAD ELEGTRIO WIRES MODIFIED COVERED PORCH 160.0 S.F. 1.0% - - ----- 5 10 20 50 40 so RELOCATED OUT-SHOWER 36.0 S.F. 029% A DESIGN DETAILS _--- _- � 0 .00 EaRAPHIG SCALE I`.IS' SITE PLAN PROPOSED STOOP (SIDE) j 14.0 S.F. � 0.I96 i J7 - - -_ - 0 in 0 0 SGALE: I" = I5'-O° PROPOSED STOOP (REAR) - 39.0 S.F. �I 0.29% I PROPOSED BUILDING ADDITION 5q-7.5 S.F jj 2.49% -- - - I = PROPOSED STRUCTURAL PLANS DRAINAGE SYSTEM CALCULATIONi_ ETOTAL AREA OF ALL-STRUCTURES I- -- 1-745.5 S.F. ---- 10.5% DATE: 08/10/22 1 OF 15 DRIVEWAY AREA = 896 ScL. Ft. _ - - **MAXIMUM LOT COVERAGE ALLOWED - 20%� 896 5q. Ft. X 0.17= 152.3 153/42.2= 3-6 VERTICAL FT. OF 8' DIA POOL REQUIRED _ PROVIDE (1) 8'0 X 4' DEEP DRYWELL j REOUIRED-SETBAGKS - MAIN BUILDING - �- 102 .0® PROPOSED STRUCTURAL PLANS - ------------ - R DYWELL/DRAINAGE STRUCTURE NOTE: DRAINAGE SYSTEM CALCULATIONS_ REQUIRED EXIST. PROPOSED COMPLIES ` o F 1" ,�, Jrs,� ROOF AREA = 1,497 S Ft. A MINIMUM N I MUM I O SEPARATION I S --- U 1,497 ScI. Ft11.4 VERTICAL FT. OF 6' DIA POOL REQUIRED REQUIRED BETWEEN WATER SERVICE cl. 1 `C I._] 255/22.3 1 f r PROVIDE (3) b'� X 4' DEEP DRYWF=LLS FRONT YARD 40.0- - - 41.0 40.0 - - -- YES - F>= I 1 .00 DWV/ WATER SUPPLY RISER LINE LATERALS/MAINS/SEPTIC/LEACHING /SEWER AND THE EDGE OF ALL SIDE YARD -- = 22.7 YES GAS RISER RR DRAINAGE LEACHING 15.0 I- - RAINAGE SYSTEM INSTALLATION NOTES: STRGTURESI, 22.7 , • P, MINIMUM OF 10' 5EPARATION IS REQUIRED BETWEEN DRYWELLS d li BOTH SIDE YARDS 35.01 33.5' 33.5' N0 ',;%'3fj�=� WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC 1 CHANGE__ - - -- �� " i_ COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE LEADER NOTE: e��1G 3-M2 ± , REAR YARD 50.0 100.5 94.5 YES _ _ �•F EDGE OF ALL FOUNDATION WALLS CONNECT ALL LEADERS COMING _ _____ _ _- _ • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS & FROM GUTTERS TO NEAREST -- - -- - - - -- ---- BUILDING UEr�-I: CONCRETE SLABS AND PROPERTY LINES DRYWELL. 'MW'1!0FS0LM-1CXD • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL -- ------------ - --- I MOTE✓ � 5FE0I F I G>"iT I OI 5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55RE Y I AT I O I VS 0- IT IS THE GONTRAGTORS RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EXISTING FOUNDATION AS IT - --- _.-----=___-__-- __ -_ ----- -- _ - ,_-_ _.-____ _ ____ _____- - -- __--_ -_--_ _ _ Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD 1I INSUL. 'INSULATION TOGETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, i PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-GONTRAGTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF -__ -- _ ____ - J __--_--___ -_ ,�____ __ - ____ ____ O SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK2. ALL LUMBER IN BFE BASE FLOOD ELEVATION INT INTERIOR 8" MIN. FOUNDATION�EXP SURE ES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN AOENDGY,TTHAT A PRODUCT OR ROCEDURELIROVID S ECU VALENTN APPROVED THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. - - --- - - -- II - -- --- 1R) 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALLE DEEMED TO CONFORM TCTURAL SAFETY RDURABILITY, SUCH O THE REQU REME:NT5ROF TH DOODUCT OR CUMENT 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL 1_______BLDG. BUILDING -_ - - __1, K KIPS (1000 LBS) I -j ) GENERAL _- -_- ___ I. NO WORK TO START UNTIL APPROVED PLANET ARE OBTAINED FROM THE -- --- l - PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (U 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (U TON/SC. FT., U.O.N. [BM ��BEAM Ii MANU. SPEG.'s �J�MANUFACTURER'S SPECIFICATIONS -APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGFfTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME GONSTRUGTION MANUAL AND THIS P5 FORMAT, AS ___ - -- -- �• -_ I�- - -------- - ; MAX. _ a 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR APPLICABLE AS A DERIVED WORK). 4.OTH�RWISE NOTED OTINS5 TO 5T A MIN. OF 4'-O' BELOW GRADE, UNLESS � I MAXIMUM � j � O ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING ------ --- _ --- --- _ ---- EQUAL. I. IDENTIFICATION. ALL SOLiD SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM DF SII MECH. I MECHANICAL O) C� STRUCTURE/SITE SHALL BE FIELD VERIFIED BY' GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. -_ __ --- - - -- - - -- --_-_ -- -- - 0 � T- 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL [- - BOTTOM OF WALL -� MIN. 11 MINIMUM JiI _ - T O AND AUTHORITIES HAV�G�RRISDIGTM TO AO OVAL, .STATE,AND LOCAL GORES ,, - -- 5. ALL FLOORSN. , ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O. - - ____-_ _ _ - - _--- -- - - -- --- -- - -- - _ - =-_ -___-- RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING 15 IN PLACE. G.J. _I,CEILING JOIST [ NAVD58 NORTH AMERICAN VERTICAL DATUM OF 1988 I, L- >" I 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, P05T5, AND BATH TUBS, _ __ _ _ It 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS .ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINC75 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS. - - - 0 •� Z OF THE OHNERBUILDER COLUMN NYC, BG NEW YORK CITY BUILDING CODE - INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED __ _ __ -_ _ _ �_ 0 ,,, (-4 COL. �� WHICH PARTICIPATE IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED I CONTINUOUS O.G. ON CENTER - U SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROGEEDIN6 „ �- 1 - _ - - - TYF 1 CAL NA I L I NO/STRAFF INO REOU I REMENTS FOR - -- _-- HOLDOWN DETAILS - - - - -- G LATERAL I '�I 1 FASTENING SCHEDULE A l Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U�L I F T/ SHEAR/ $ LATERAL W I I`l D RESISTANCE NOTE: TH 15 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (5EE PAGE 0-003 FOR 5TRAPPING AND NAILING REQUIREMENT5, Ld W "ALL 5TRAPPING TO BE V4"x 20 DAUDE** -- 51MP50N EQUIVALENT - C520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) ) J � ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *U5E lad NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) I � - - - - - - - --_- Q _ HOEDOWN °A' HOEDOWN �B' FASTENER SPEC. FASTENER *C GONNEGTION A AND QUANTITY SPACING o NAILIN0 GRID _ _ DESCRIPTION o FOFOUNDATIONST T_ ROOF CEILING FRAMING o K I \ COMMON NAIL w/o PRE50RED HOLES. I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd - - -- - — ENDWALL ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) 5EE PAGE G-003 PER RAFTER O C_ Z _ (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.w00D IS ASSUMED To BE Dr,#2 a BTR. IN DRY USE -- -- --- -- —_- "p (V HEIGHT STUD HEI6FfT STUD R•R _ SERVICECORGEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST U ONNEGTED TO 2" n TRANSFER SHEAR "SIMPSON" HDab TED TO TRANSFER SHEAR RSTUD CONNECTION: Jh _ (EVDENT VU�RIN6 INITIAL INSTALLATION) SPLA IET�PRE TTHNETIN�AIL ---- --- -- ---- - — - --- -- - " GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP -N _ HOEDOWN ANCHOR ® FOR STRAP 8 d COMMON . . . . _T HOLES,SET NEW MEMBER. 2-I6d COMMON N, NAILS ® EA. END OF STRAP. • • • �` - -__- -- --- -- - +�+ 0 +�+ � ON PLANS NAILS ® b" O.G. d • • • 4.NO MIXING OF NAIL 51ZE5 OR TYPES ALLOWED N ! NAILS ® b" O.G. 8 LOCATIONS NOTED l / . • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) q-Ibd COMMON EACH LAP C p .- 2-Ibd CO O 10" O.G. IF BLOCKED I 7�( • • ' c '' 0" O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH G.J G.TIES 2° 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO I CORNER POST p ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A ao"ANGLE,SEE COLLAR TIE TO RAFTER(FACE-NAIL) SEE PACE 6-003 PER TIE n , GRAPHIC BELOW) _ W 'SIMPSON" HDab EA. END OF STRAP COMMON ROOF ® ry 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TDE-NAIL) -ad COMMON HOLOGAT ONSGNOTED / SECTION 12.4-PLACEMENT OF RAILS d SPIKES d TABLE EACH END ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END GONNEGTION BI B2 J� AT RAFTER TO TOP PLATE TO STUD WALL FRAMING _ TOP PLATE TO TOP PLATE FACE-NAIL 2-Ibd COMMON ' PER FOO �1f CONNECTION: _ U FOR STRAP HOEDOWN INSTALLATION OPTIONS: • B2 ii , FOR HOLDOW CASTN PLACE w/-7/5"0 THREADED ROD NEk4 P. CONIC. FOUNDA, // EA. ND OF STRAP: 8 d COMMON NAILS ® LJ • • j - -- -- - --- ) - J - - -- T- ---- m i � W . . V - - FOR�8`'� THREADED ROD (PRE-DRILLED) MBEDDED 12" INTO • • NOS r i� GEOMETRY EXCEEDS k4HEN IN TOHN OF I THAT PERMITTED IN • - _ i TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (FACE-NAIL) 2-16d COMMON 24 O.G. • — GONGRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---- I ----- -_ " - - ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT 51MP50N # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (PAGE-NAIL) 1 Ibd COMMON Ib O.G. ALONG EDGES,I (HIGH STRENGTH ACRYLIC, ADHESIVE) • FOR TOENAILING - 3 8 d COMMON NAILS U FOR EXIST. /NEW G.M.U. (GONG. BLOCK) E 5A TOP or BOTTOM PLATE TO STUD (END-NAIL) �' 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN COINNEGTION FOR G.J. TO R.R. - ct 16 d COMMON NAILS w/-1/5"O THREADED ROD REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOI5T, BAND JOIST, I� RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) 2-Ibd COMMON PER FOOT FOR EA. PLATE To STUD ABOVE 8 OR BELOW -- -- ---- -- ----- - - - HOLDOWN 'G' HOLDOWN 'D' APPLICABLE) _ _I6_d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMINO FOR W d EXIST. W R NE 4 4 EXIST. FOR NEWLY POURED CONNECTION GI C,2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST FOUNDATION ® ONE STORY ONLY • - (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END HEIGHT STUD CORNER 57UD - -- - - - - --- --- C)- ;� CONNECTED TO ° BLOGKIN6 TO JOIST (TOE-NAIL) 2-bd COMMON TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY ! __-___---- -- "SIMPSON" HDab (3) 2x FULL • G2 TO STUD CONNECTION: BLOCKING TO SILL or EACH END - :�i HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD I I 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 3 TOP PLATE (TOE-NAIL) ---- - ON PLANS D.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP - -- --- - - --- - - 1 (TOE-NAIL)JOIST ON LEDGER TO BEAM (TOE NAIL) 3 Sd COMMON PER JOIST 1 ° FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G N BELOW - 2 16 d COMMON NAILS NAILS ® 6" O.G. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST - \ J BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT j �vr ROOF SHEATH I NO STRUCTURAL NTERIOR ZONES 8d COMMON - - 6" EDGE / 12" FIELD "SIMPSON" 5 DI4RJ GONNEGTION DI D2 SOLID PERIMETER EDGE ZONE s ad COMMON b" EDGE /b" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING iG �/^ m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG I AT STUD TO FLOOR ASSEMBLY TO SILL - ----- -- - _ _ _---- - ------- HOEDOWN CAST IN PLACE w/-1/ES"� THREADED ROD • GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s _ -1/6"d) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO � � � PLATE(S) CONNECTION: D2 - CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY J 1/2" MIN. - - -- - - ---- I GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD ADHESIVE), 8 FOR TEMR's O°F-40°F USE "51MP5ON" AT FROM ° ° FOR STRAP - 3 a d COMMON NAILS ® EA. I I - ---- -- - --_------ - ------- - -_-______ -- _ (HIGH STRENGTH ACRYLIC, ADHESIVE) ONE #4 REBAR �- END OF STRAP (WRAP STRAP UNDER SILL PL) - - — WALL SHEATHING SPECIFIED oN D I ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - -- --- -- -- _- - - - --- --_- - - - -- --- -- - ----- FOR EXIST. /NEW G.M.U. (GONG. BLOCK TYP. FOUND. NOTE ; FILL TOP 2 COURSES SOLID 3 CAST IN PLACE HOEDOWN ° _2 _I6_ d COMMON NAILS I'j ' STRUCTURAL PANELS ad COMMON b EDGE / 12' FIELD N/-1/8"� THREADED ROD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR RT�P�+/ ) - - _--_ -_ _ -___- _ z ` --- 8d NAILS# EA.END - ----- ---- - NA I L I NO/STRAFF 115 lel I WIDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES OF EA STRAP To -- - - -- - _- EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) ALTERNATE USE — -- -- O SIMPSON H2.5 -- - -- - - - --- - - U NOTATION: �- - - STRUCTURAL PANELS: --- _-_- - - �! A - NUMBER OF ad NAILS® EA. END OF STRAPPING (2015 WFGM,TABLE 3.1,P. 16q) GONNEGTION E I" or LE55: ad COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3238,P. 2ql) GREATER THAN I": ! IOd COMMON b" EDGE / 12" FIELD -z� - --- ----------- F% '/�' /�� '' G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TALE 3.23G,P. 2q2; • ALTERNATE AS PER TABLE 323D,P. 2q3) -- -- -- _ -- n' D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • - NAILING REOUIREMENT5 ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. (2018 WFGM,TABLE 3.7,P. ISq) AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. a E - NUMBER OF JACK STUDS® EA. END OF HEADER(2018 WFGM,TABLE 322F,P. 288) ^ PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING I5 NAILED 3" O.G. AT THE PANEL EDGE To OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA.SIDE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLET.?, OR (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.6,P. Iq1) ° ° ° ^ SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° ° °n 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E - ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA, s NAILS SHALL BE PERMITTED To BE REDUCED TO I-IGD NAIL PER FOOT. FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE Roo--- -- ------ - -- - F I NGLUD I N6 4 ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE O' ARA FASTEN I NO 5GHEDULE B a o F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° FOUR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) 2 I6 ADDITION A _. _ d COMMON NAILS A " -- NOTATI ON I 1 ROUGH '°' B G D E EF 6 a OPNG - - _ _ _ 165 ROGERS ROAD -o" 2 I I 1 1 1 SOUTHOLD, NY 11971 I �- - - - 4'-0" 4 1 2 2 2 2 S�L 1C, 1 N0 OF TOS SLAT GABLE ENDWALL P -- BRAG INO/STRAFFI NO DRAWING_TITLE: 3 3 3 3 (B) - REQUIRES SILL PLATES OF 2'x6 (1,11N.) - — - TOP PLATE - FOR RAKER O OR HOEDOWN ANCHOR BOLT PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. b-O _ LE-55 PROVIDE STRAPPING, & NAILING DETAILS _-- iI BLOCKING 2 � 2 3 4 4 4 SPLICE } TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLocKIN6® 12"o.c. LENGTH I 4'-O" O.G. TO AGHEIVE RAKE O.H. FOR WIND - EXPOSURES B8G - I FOR WIND - EXPOSURES BSG - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLICE',2a'' BUILDING MINIMUM 5PLIGE';7-,4 - -__- - - - DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) J ---- TYP.STRAP w/(3) PAGE: -- j d ILS EA. 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" OF EA.STRAP IE 1k Ib'-O" -- 3'-O"/3'-q" Ib'-O" 4'-O" -- - ATTIC e . ■ ; A�I(.�#�OR BOLT Si�EG 1 F 1 GATT ONS ----- --- 00,6, 0 - a " " 11 11 20'_011 4'-0"/5'-0" 0 /5 011 200 51 O1. BLOCKING 2 BAYS R S UGTURES: -- - 24-0" --- -- 4'-0"/'5'--O .24"-0" b O BACK ® 4'-O" O.C. SPECIFICATION (2018 WFGM TABLES 3.2A 6 3.2B, P. 15-7-160) DATE: 08/10/22 3 OF 15 CONDITION sa" FO 5 ALL TR 28-O ---5'-0"/6'-3" --- CORNER ! /8 � ANCHOR BOLTS ® 51 O.G. 1 28'-O" T'-O" - -- --- 52'-0" SECOND FLOOR Q ry ------ --- - I i----- --- iii 36'-O" -i'-O"/8'-q" Ij 3611 q'-O" NOTES: 1,TABULATED SPLICE LENOTF4R A55UME TOP PLATE-TO-TOP PLATE LENGTHS CONNECTION THE NAIL NAILS PER FOOT.FOR BE REDUGEDSINORDER To 40-O S-O /10-O j l 40-0" $LO z�ED/'tf� 1. MIN. T' EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS I I'-O" F: GKING 2 BAYS w/ 5" SQUARE WASHERS AND END NUT SETUP; -- --- ------- ---- - --- BACK® 4'-0" O.G. END 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-b" 50'-O' 13-Oil4{ CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B TYP. STRAP w/(3) ✓ f�`J µ ' '% C� TOP TWO COURSES SOLID -- bd NAILS EA.END �? ,• -t . fi -� LATERAL LOADS SHALL L MULTIPLIED BY W8; 601.011 I b-O OF EA.STRAP '' ' U^ 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR - ---- -- E; °� G REBASED ON 8 FOOT WALL --- FIRST FLOOR N T5 OR OTHER WALL HEIGHTS,H,THE TABULATED UNIT OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O 14-0' "to'-O Iq'-O" PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR — (p• '- - _z (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), tI' {+ 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 12" 80'-O" j 22'-O" �,�' , `• 7�*�'" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL-1.125 I' - _ - -- -- __ - ' ___ ----- - U h NAV q (SEE DIAGRAM TO LEFT) Io WALL- 125 $LOCKING 2 BAYS �. II'WALL- 1.375 THIS COLUMN w/MULTIPLIER BACK m 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12.WALL- 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHIGS CONTINUOUS BUILT-Uig GIRDERS 5 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REaV FOR FRAMER TO HAVE A F I REBLOGK I NO FOR FLATFORM HOOD FRAM I NO a WORKING KNOWLEDGE OF THE' AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK GONNEGTION PATTERN 5GHEDULE- 'I (FOR ENGINEERED LUMBER Dc. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) o —_ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) -- - t� - ------- -- _- - BErN 116ASSEMBLY REQUIREMENTS: W d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DE50RIPTION TOGETHER 51DE BY 51DE ARE CONTINUOUS OVER W PATTERN BLOCKING UNDER LOAD BEARING WALL THREE OR MORE 5UFPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CON57RUCTION: THE SOLE SERVES 'J 0 AS FIRE-STOPPING. MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER .. NON-LOAD BEAR.I NO WALL OFFSET FROM SUPPORT f A l(2)ROWS lod NAILS• 12.O.G. P 2. FOR PLATFORM FRAME CON57RXTION: THE DOUBLE JOIST Q I �rr , THE SPAN LENGTH FROM AN INTERMEDIATE -+-� TUDS 5 B (5)ROWS IOd NAILS a 12.O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRE5LOPPING. •C N P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Lo O 5UBFLOOR `�BFLOOR G -- (2)ROHS 1/2• m BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. cy) (0 DBL.a ENDS TWO-PIECEPLATE SERVE AS FIRESTOPPING. e- T- 50LE PLATE -- ----- - BUILT UP 61RDER P MAX.52" NAILING: _ O ROWS I/2' BOLTS a Ib"O.G. SOLE PLATE Q TWO-PIECE OIRDER5 ARE TO BE NAILED FROM ONE ;I - 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE f }' f SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. I�[(2)ROWS I/2' 0 BOLTS a 24'O.G. I I � _ 0 C Z —__-__ BETWEEN V6 EACH PIECE, OTHER5 5TA66ERED WITH A DISTANCE 5 -_ I 5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING - IF (2)ROWS 3-3/6"TRUSSLOGK SCREWS a 12'O.C. c v4 of A OF 16 INCHES BETWE=N NAILS IN A HORIZONTAL -� ~ OR OF NONCOM-BUSTIBLE FILL. •0 Y N LINE-OR GIRDERS ARE TO BE NAILED FROM EACH - \ �11 -- - ; 6 �( N5 5-5/b"STRUs5LOG RENS o 16.O.G. �I P � -, j 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SCREWED ON(I)SIDE OF MEMBER SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH / _ 8 l _ AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O _ - - � BGREWED - N"SIDE OF MEMBER WS a 24.O.G. P / - - ---- JOISTS SERVE AS FIRESTOPPIN6. _c O ,�J LO I- JOIST OTHERS STAGGERED w/ A DISTANCE OF 32 H BETWEEN NAILS IN A HORIZONTAL LINE. ��-- - I (2)ROWS 51 TRUS5LOGK SCREW5 a 12"O.G. BUILT UP 61RDER MAX.52• THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d � �� \` - - 2 FOR PLATFORM FRAME IMG PL CONSTRUCTION:B THE SOLE AND � N 2 •• MAXIMUM OFFSET JOIST THREE-PIECE � � � "� �;, � 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS � Jo157 DEPTH,d - SCREWED ON BOTH SIDE of MEMBER 1 1, NAILS ON EA. SIDE P,/ TWO NEAR EA. END OF EA. \ �� II!'i 1 - � _ �, SERVE AS -IP MATCHED Q MATCHED SIZE OF BLOCKING �- � - - - - - - - - - � ! , UNDER NON-LOAD BEARING - - -_ -AIS =1 i , (2)ROWS V TRUSSLOCK SCREWS a Ib O.G. 4 FIRESTOPPIN6 AND K PIECE, INGLUDINC� INTERMIDIATE JOINTS AND w/ THE � I' ,[SCREWED ON BOTH SIDE OF MEMBER 1 3 a. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32" O.G. BLOGKIN STUD OTHERS 5TA6GERED w/ A DISTANCE OF NOT MORE (2)ROWS S.TRU55LOGK SCREWS a 24"O.G. BETWEEN I/b � L ��SGREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. �-- I i q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y/ p- BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO DOUBLE PLATE - ' GE I L I NO BRAG I NO NOTE: P, FOUR-PIECE 61DERS ARE TO BE A55EMLED A5 -- STRINGER TO SERVE AS FIRE5TOPPIN5. CANTILEVERED FLOOR 1.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. -_' - / /%' - - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 8'WHEN lo"OR LARGER P ? FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH \- �y APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL STUD \\ �,„ -- 2.WF+EN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 � , OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER \\ HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH p GIRDERS ARE TO BE SECURELY ANCHORED TO .r\= ../. I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 5UBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NA'LED TO WOOD POSTS OR ! / m LATERAL BRACE a 6'O.G. TRU`5i THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING n 1 W BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE (D i JOIS 2) loci NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL --F� �I I �I C, PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I �t A I L I NO F A T T E R I �S FOR SIDE LOADED BEAM✓ (I c • FLUSH S E A M 5> -LOCATIONS REQUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE lo)ad AS FIRESTOPPING. ; It NAILS � ' FIRE- FIRE- WOOD FIRE5TOPPING FIRESTOPPIN6 5TOPPINO STOPPING FIRE- FIRE- SOLE / FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rm JOIST *5d COOLER NAILS a 10"O.G. [ — NAILED I _— -- BOLTED'==- i BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 Rows ied 5 ROWS 16d 2 ROW"�Jy � 2 ROW5)4' 2 ROWS)4"� FIRESTOPPIER TICAL w/(4) IOd NAILS COMMON COMMON BOLTS a 24• VERTIHFIEN CAL • 0.O.9TA6E� c,.TUD 20 ga.STRAP a 12•o.c. o I2•o.G. I --�--e 12•O.C. a 6•o.c. !, ro UNDERSIDE� BOLTS BOLTS ------ - _ — COVERING IS APPLIED GYPSUM BOARD -- - --- --- - ___ J TWO ROWS 12.O.G. THREE ROWS 12"O.G. DOUBLE PLATE •5d COOLER NAILS a 10"O.G. (10)ad NAI BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ;OTE' ENDWALL STUD AS NOTED IN NOTES -1 $ 5 " o p " " " o o s ATA TE NONcowBUsrIBLE DENOTES ALT.FOR USE OF DRYWALL 5GREW5 FOPPIN PPIN6 OF GIRDER TION VER STUDS,UNLESS TOP PLATE IS 4"a EDGE/12"a FIELD FULLY BLOCKED �'E WOOD FiREsroPPING I.TOP AND BOTTOM ROWS SFiOIh.D BE 2"FROM EDGE4 DESIGNED TO CARRY THE LOAD SCREWS#6- Iy4"TYPE W OR 5 FIRESTOPPING LOCATION 5 LOCATION 6 2.BOLT HOLES AR.E TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b•O.C. FROM THE TOP AND BOTTOM OF TFC MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL TM"C�OF THE MMS•USE UNDER HEAD AND "UT. ° ° " e " ° ° OVERLAID ROOF s.STA66ER EACH ROW OF FA5TENER5 BY 12•. C O @ O O n n O 2"SPACE NOT 4.FOR A THREE-PIECE MEMBEi2,THE SPECIFIED NAILIN6 15 FROM EACH SIDE. TO BE FILLED ' \ NONCOMBUSTIBLE FIRC-STOPPING ATTACHMENT YALLEY APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOFPIN6 BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6.O.G.OR TRIPLEDFOR 4.O.G.NAIL SPACING. LOCATION "T 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ 'T.2 ROWS OF 16d COMMON NAILS 02'O.GJ FOR DEPTHS 12.OR LESS \\ i 4 ad NAILS FIRESTOPPIN6 LOCATION Q \a EA.END a R.R. b.5 ROWS OF 16d COMMON NAILS n2•o.G)FOR DEPTHS OF I4•,16• Ib'. LOCATION 8 IILOCATION 10 FULL W1OTH 2'X'BLOGKI X 0 w � GONSTRUGTI ON DETAILS WIND L=OAD FATH CONNE�TI ON DETAILS it I, li I I TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR OR IN61N5Tt. NOT TO SCALE EH NEW R.R.SET w/ I �I I R.R.BELOW UPPER TOP PLATE LAPS `�' loci NTINUOU5 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s i I i ALIGN NEW d EX. I I �1 R.R.AS 5HONW K I NC STUDS PLAN vlEw - { > NOTE: SIMILAR a 'SHED' WOOD JOIST - o WOOD JO I S ROOF,R.R. IN LINE t CRIPPLE STUD i BLOGKI NG - _ JOIST HANGER HEADER z GENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER — o WOOD O I RDER JACK STUDS � WOOD JOIST IN t-IE BER lu t _q1o• Oo i JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION J, I. TOE-NAIL5 SHALL BE DRIVEN a AN ANGLE OF PROJECT: VIAM.x 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO A SH0HN A� THE NAIL FROM THE MEMBER END, VE THE MEMBER,STRAIGHT THROUGH AND BENT OVER O,H AR Q A MIN. OF (3) NAIL DIAM.'s AT A, q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER - --- -- 0 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE t BOTTOM PLATE E IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. 165 ROGERS ROAD BATHTUB SUB FLOOR_ DOUBLE JOIST _ DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 CHIM. CHASE SECURINO (9 STD. SIDE WALL -DRAWING TITLE: _ WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: D (SIM. 0 CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N/5TUD5 TO ATTIC FLOOR b BLWO TO R/L SIDES w/STRAPPING TO R/L SIDES) PAGE: TOP PLATE 0 o M W IND RESISTANT r_./ONSTRUGT I ON CONN TORS GHIM. CHASE WALL Q U -- ---------- --- ----—---------------- --- -- _ 0 4 0 0 CONNECTION LOCATION: PART NUMBER: NOTES: j ■ \x,wW -- -- - -- - - --- - ----------- Q3° v RI DGE-TO-RAFTERS 0520 © 21 APPLY TO EACH PA I R OF RAFTERS li z 4 ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER ( DATE: 08/10/22 4 OF 15 ROOF p z o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Nz ' REQ'D BLOCKING PLATE-TO-WALL STUD C520 9 011 APPLY TO EACH WALL STUD �� TO ALIGN w/STRAPPING 0 � o EA. LEVEL ABOVE Lu 1 j [}�n THE FlR5T FL. ®z 4 X 2N17). FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD IILU (c )1 HEADER-TO-JACK STUD G520 @ 12 j'' I� APPLY TO EACH JACK STUD Kip, CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD < II. ,t`M_ i5 11 �V F SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 51DEWALL END WRAP UNDER DOUBLE SILL PLATE ,7��`.," 3` c IST. FLOOR-UNDER-SILL PLATE 0520 Op Ir�'`� ' SIDE VIEW FLAN VIEW (USE WITH 5" SQUARE WASHERS) x USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAC I TY. 0EI `4ERAL 5 I BOL I<E**r : l ----- - I I I I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 4� I --Az 161 WOOD FRAME (L.G. 5TL. I I I WHEN APPLICABLE) I r-- �,-- EXIST. STAIR TO BE Q EXISTING TO REMAIN I I DEMOLISHED �---�--� NEW FOUNDATION WALL I I 6 I W NEW WOOD FRAME (L.0. r---� i i-- > __i i J cc (c 5TL. WHEN APPLICABLE) \VI Q ;,-' NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL EXIST. - ----- - C CV WOOD FRAME (L.G. STL. POST FOR 4" WALLS UP =) � WHEN APPLIGABLE) (MIN. (2) 2"x6" STRUCTURAL EXIST. WINDOW(5) TO BE EXIST. WINDOW(5) TO BEJ O POST FOR 6" WALLS), U.O.N. I REMOVED REMOVED OIL TANK _ 76 O NEW 2-HR FIRE RATED C9 WOOD FRAME (L.G. 57L. rn Z O WHEN APPLICABLE) NOTE: ® N C- �cu -y 0 -MINIMUM CEILING HEIGHT SHALL V-4" >1C V RAISE BEAM TO BE FLUSH FROM SLAB TO BOTTOM OF DROPPED BEAMS —p N C G =3CV WITH TOP OF FLOOR JOISTS I EXIST. —�--E� HW O 4-J (MIN. b'-4") BASEMENT -4x6' DROP �t N ;'' Ln -UNFINISHED- (�� L co 4-J p 4"xb" DROPPED X -UNHEATED- Q G O Lu ® N -CEILING HEIGHT 6-10"� EXIST. 22"x8" (L( I EXIST. B p A 0�N ELECTRIC w p X PANEL W CP x Q p L EXIST. WINDOW(5) TO BE - — — — — N I= REMOVED IL EXIST. 2"x8" F.J. AIR HANDLE is Ib" O.G. r 4--J U •- DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED (2) 2"x8" DROPPED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. �j RAISE BEAM TO BE FLUSH x p WITH TOP OF FLOOR JOISTS + cr i (MIN. V-49 x ® U Lul PROPOSED BASEMENT DEMOLITION FLAN cD (D EXIST. CELLAR ENTRANCE SCALE: 1/4" = 1'-0" Q EXIST. OUT SHOWER 8 TO BE DEMOLISHED— CONCRETE APRON TO BE r DEMOLISHED I EXIST. DECK TO BE I DEMOLISHED EXIST. BAY WINDOW TO BE I I I I I I I DEMOLISHED I I I I I I x 1 1 I I I I EXIST' EXIST. EXIST. I I i I I I 1'8" 4'5"H D.H. _ 5 - _�__�� I DOOR(S) TO BEI I WINOOW(5) TO EXIST. STAIR TO BE rr7-- = - --_._---- -- - - -I I I Z REMOVED 1 I BE REMOVED I i DEMOLISHED I I I I I I EXIST. EXIST. EXIST. J - -_ - ______ �l________ EXIST. BANQUET I'8"WX4'S"H D.H. 5'8"WX4'5"H D.H. I'8"WX4' "H D.H. _ - ---------- - ---- �-------�-------� - TT, -__�___ _-----T -------------------- ---I i i I I EXIST. PORTION OF WALL 1 I I I I 'EXIST. I I �-�'--I-�-�-I--{--I--1—I I EXIST. WINDOW(5) TO BE TO BE REMOVED I I I I I I I I ]UP I REMOVED I -- -, I I I LL I I I \J-1—LJ-1-1--I--1-- - - - - - - - - ----� _-_� I ALL EXISTING CABINETS, Q PLUMBING FIXTURES d _ 1 EXIST. I I EXIST. 11EXIST. I III I I IS I I IS 11 GL. ' APPLIANCES TO BE REMOVED I F III I r I I I I I I L- EXIST. DINING r T EXIST. ___ ____}� EXISTING I KITCHEN III N_ I DOORS TO BE EXIST. LIVING ROOM I L- III �-- \ REMOVED ROOM I I w cry EXIST. I I I BEDROOM I i� EXISTING ` I I 1 I----- T -j - �T-'WALLS TO BE I i DEMOLISHED I I EXISTING j l I EXISTING 1 1 WINDOW(5) TO I I -� --� EXISTING I I I I DOOR(5) TO BE I I BE REMOVED L_ WALLS TO BE I I I f REMOVED DEMOLISHED I I I �I- I I F.„ I I II I I i Z 1 1 EXIST. I I II `� ---z====-------z ===T-----� w I I I EXISTING EXISTING I r -- ---- ------�----�--- ---J EXISTING 1 BEDROOM I 1 WINDOWS) TO 11 \ WINDOW(5) TO I EXIST. EXIST. BATHROOM TO J I f BE REMOVED 1 I BE REMOVED 27"WX3'll"H D.H. 27"WX3'll"H D.H. V BE DEMOLISHED -- I �L- z===== ------ -J------I------- - --- -- ---'----I I I r-----� ------------L------------ -----5---- --) EXIST. PORTION OF WALL EXIST. EXIST. TO BE REMOVED DEMOLITION NOTE: 1 27"WX4'5"H D.H. 2'7"WX4'5"H D.H. ' PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXISTING hi� Q WINDOW(5) TO I II I � I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT BE REMOVED I EXIST. WALL TO BE OF ANY DEMOLITION OR CONSTRUCTION. W If 11 L_-----J I jjll -`r EXIST, DEMOLISHED H- i II` III Q_� III I�= COVERED I � — I EXISTING PORCH EXIST. �, �J WINOOW(S) TO uxjry BATHROOM , BE REMOVED PROJECT: VIII , i III I EXIST. PORCH TO BE 1 --- DEMOLISHED - O'H A RA ---------------------- --- - - ----- --- EXIST. EXIST. 27'WX45"H D.H. 2'7"WX45"H D.H. ADDITION FROPOSEP FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" 165 ROGERS ROAD EXIST. WINDOW(5) TO ED EXIST. SOUTHOLD NY 11971 -------------- -REMOVED 2'?"WX3'S"H D.H. ---- ------------------- i-r =ter---t-T-r-1-T-F-1-1---- l I \ i�11 EXIST.' I I 2) I t 18 I EXIST. Y L_-f_J DOWN (I) Tr ® t q 5" ' ' GL. I I I ' D RAW I N G TITLE: Q I I u I I I I t I I I I I I I I I I EXIST. WINOOW(S) = I I I I I I I I I I � 1 11 I I TO BE REMOVED L_1_ _L__ _ _ I I PROPOSED DEMOLITION PLANS M l II I I I ------ HX III I I i EXIST. L�====a \ ��i I I N 3 1 II I I BATHROOM r i EXISTING 1 ��i I I EXISTING X r I BATHROOM TOKALL5 TO w N L--J I BE DEMOLISHED // I I DEMOLISH DE I -----� �- rill I EXISTING 1 71 III I EXIST. - DOORS TO BE 1\ I 'HALLWAYI I REMOVED EXIST. I I ULAI I STORAGE I I PAGE: -------------J� ��, I I I I EXI5TING EXIST. 11 I III I DOORS TO BE L� 1 1 I I GL 1 1 III REMOVED I I \ II A-10 =1200 -] c J I I 'lll I I I I I EXISTING I I EXIST.1 II I WALLS TO BE I GL. I I I I EXIST. WALL TO BE DEMOLISHED I I EXIST. I I I I DATE: 10/17/22 5 OF 15 1 1 BEDROOM I I ------ ----DEMOLISHED I I I I I I I I I I I I I ----- ---- --------� I Q EXIST. I � I r -------- ----------- - ---------- I T I I BEDROOM I I LITION NOTE: �, .. .. �� F-x I II I I I PROVDEMIDE HORIN AND SUPPORT TO ALL AFFECTED � XIIkEXIST. I I Q ---�., N I JX�' I STRUCTURAL MEMBERS PRIOR TO THE GOMMENGEMENT I� I '� ` �� . i4.tu II I OF ANY DEMOLITION OR CONSTRUCTION. � I `TOBE REMOVED) I II It-: EXISTING WINDOW(S) TOII I�(1 F 11 11 BE REMOVED ix n DEC O J 102 Lu BU111DIN1G DEBT -74 __77 __ Y EXIST. - EXIST.-- 0. 2 7"WX5'5"H D.H. 2"i"WX3'5"H D.H. F OPOSED SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" OE NERAL 5"�t'�BOL <E� : Q - - •/ EXISTING TO BE DEMOLISHED f-- -� NEW PARTIAL HEIGHT HOOD FRAME (L.5. 5TL �� Jt W WHEN APPLICABLE) W EXISTING TO REMAIN -� O {_----{ NEW WOOD FRAME (LO. NEW FOUNDATION WALL � 1 -----{ STL. WHEN APPLICABLE) Lo NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \ O WOOD FRAME (L.O. 5TL. a POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL O s- POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.O. 57'L. O C Z \ WHEN APPLICABLE) �v N O 0 _t T_ _c O +rL0 FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT O FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND n , Q OO TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINCG5. W • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d SILL SEAL 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION • ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR • P. CONC. FOUND. WALL AS PER DETAIL UPON ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER • P. GONG. FOOTING AS PER DETAIL ENCOUNTERED. • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. o - • I/2" EXPANSION JOINT ® PERIMF°TER OF SLAB (WHEN 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT APPLICABLE) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. • AIR ENTRAIN P. CONC. FOR PORCHES/PATIOS / 1 STOOPS (WHEN APPLICABLE) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED n , • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET CARBON STEEL A5TMA615 GRADE 60. WHM FOR SLABS DO NOT W FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) NEED TO BE EPDXY COATED. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE 5TAG5ERED. ORESERVED 2 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 20-5' 23''0" II'-0" ( 1 SMOKE DETECTOR / GO DETECTOR NOTES: GOVERAGE5,AND PLUMBNE55. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5. GEMENT SHALL CONFORM TO A5TM G-33 FOR STANDARD WEIGHT _ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR CONCRETE. - -- -- -- - - - -- - - - -- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. m i 2.INSTALL ALL AS PER MANU. Sf'1=G.'s 0)�i � 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR - - - - - - - -- - - - - - -- IN COMPLIANCE WITH LOCAL CODE GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE g I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF FREEZE PROOF HOSE BIB: • - FOUNDATIOIN VENT PROPOSED DE mQ 5 CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE = I CRAHL - O FASTENED w/MASONRY ANCHORS (PRECISE i FOR EVERY _ _ Q_ HAS BEEN SUSTAINED FOR 24 HOUR PERIOD OR MORE. 2005E OF NEyy SPACE;2" _ � _ f LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) I FOUNDATION UN-REINFORCED r -r - 2. SPECIFICITY OF CONCRETE DE51ON MIX SHALL BE BY OTHERS. '� SPACE GRR AW0LSFACE GONG. SLAB (� �O� �" I d OFOUND 4 POSTS FOR HD. DECK: O 5 + HD. P.T. P05T 8 P. GONG. PIER UPON FOOTING AS PER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL - ( A-401 DECK DETAIL (TYP) - - CONFORM TO AGI 306. I PROVIDE ACCESS _ '�-3'-O"-� I °• I � ^. � -- -- - � 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 7. TYPIC AL LEDGER BOARD ® EXT. DECK: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO AGGE55- OTEMPERATURES WITHIN 10" F OF CONCRETE. _PROVIDE 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8" 4, x 5" LONG H.D. GAL. LAG S. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. N BOLTS ® Ib" O.G. REMOVE AS REOV. d �XI5T. OIL TANK 3. INSTALL H.D. GALV. JOI5T HANOER5 BY 'SIMPSON'(OR _ EQUAL) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE - 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING E PERMITTED WHEN NECESSARY. BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL -7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER 3 _ AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - O m FOR WOOD STAIRS ® ORADE_ 10 SM/Go , O 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - EXIST. HW = 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® q, NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE m p - - - BASEMENT q MAX. 16" O.G.,U.O.N. (MIN. 3 STRINcSERS) PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 __ __ O O -UNFINISHED-r p EXIST. A/C, CONDENSER: (ASTM 04114/0414M,TYPES G AND E). -O -UNHEATED- _ EXIST. 1 b I. ZONE I EXIST. TO REUSE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL A-301 in= ELECTRIC 2. ZONE 2 EXIST. TO REUSE AREAS EXCEED ONE SQUARE INCH. -r O-- B A-301 PANEL EXIST. AIR HANDLER 6 DUGTHG>RK IN ZONE I: 1. E 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED ® ® I. BASEMENT FLOOR FOR BASEMENT 4 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS - pr q 8 FIRST FLOOR (ADD DUCT HORt: AS REACHED A COMPRESSIVE STRENGTH OF 800 P51. L- NEEDED) 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. A/C, ZONE 2: 1. EXIST. AIR HANDLER d NEW DUc:THORK - -- - -- --- AT ATTIC FOR SECOND FLOOR NEW 5 HANDLER O UP PROVIDE AGGE55 A-401 Oq EXIST. MECH. ROOM: _ 5 6 I. EXIST.VAUGHN WATER HEATER,35/200 OAL. -� - - MODEL NO. 555TPPP 1 O 2.EXIST. PEERLESS HBV SERIES 126,000 BTU - ___ _.__ - _ BOILER MODEL NO. HBV-03-H(RUN HOT HATER _ N - - - - - -- -- - - FOUNDATION VENT CRAWL PAGE NEH PROPOSED D w TO AIR HANDLER AT BASEMENT AND ATTIC) i - ° • • • 3.EXIST. BASEMENT AIR HANDLER 36,000 BTU - - -- FOR EVERY 200 S.F. SPACE;2" - -- - MODEL NO. BCRMB663653N4 TO REMAIN 5LUE5TONE PATIO ABOVE 4.EXIST. ATTIC, LEVEL AIR HANDLER TO REUSE �60_ - BACKFILL 200SF OF UN-REINFORGE:D I 0 (NO ACCESS, MODEL UNKNOHN) 5. F.A.I. AND FLUE TO REMAIN r - Cb'.PROVID 3'Y O SSGEFOUNDATION GONG.SLAB - -- - b.MAINTAIN 30"x30" CLEARANCE: IN FRONT OF r- -- CONC. SLAB W/ I MECHANICAL UNITS AS PER NYS MG 306.1 - - Q -- '7. MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 804. tii TYPICAL MECHANICAL ROOM NOTES: -- - a - - - - ._ - - - - - - - - - - - - - - - - _ - J 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY - - - _ _ _ _ _ "DUROCK" (OR EQUAL) O 2. FOR WD. FR. CLO. AND/OR WALLS - PROVIDE (I) 4 m - LAYER OF 5/5" TYPE "X" GPROJECT:YP. BD. UL U505 (OMIT ON Q Q GONG. HALLS) 3. HHEN NEH, INSTALL FURNAGE/DOILER AS PER MANU. ) O'HARA SPEC.'S AND AS PER NYS MEGH. AND FUEL GAS CODE 6'-3" 7'-O" 4. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVOE 20'-5" FRESH AIR INTAKE FROM EXTERIOR ADDITION 5. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH 6. FOR OAS SERVICE,PROVIDE GAS SHUT OFF SHITGH '7. LOCATE MECH. EQUIP. TO ALLOH FOR PROPER CLEARANCES AS PER CODE 8. PROVIDE 3" FLOOR DRAIN a CONNECT TO SANITARY o 5 so 20 165 ROGERS ROAD SYSTEM AS PER NY5 PLUMBING GORE EORE55 WINDOW HELL: FROFOSE17 FOUNDATION PLANAN GRAPHIC - -v- -- � -`- 1�4"-1'-0" SOUTHOLD, NY 11971 l0 PROVIDE NEW EGRESS HINPOK I^IELL d COVER BY S.F."ROCKHELL;66 5ERIE5" 66"W.X44"H. OR EQUIVALENT. O SHAE31TAE3LE SFAGE; 1,082 S.F. GROSS AFE:A 50ALE: I/4" = 1'-0" DRAWING TITLE_ -- INSTALL AS PER MAN. SPECS. PROPOSED FOUNDATION PLAN PAGE: A 0 0 0 DATE: 08/10/22 6 OF 15 ;0 AR w Y All OF ��L•�1 0E I ` E RAL- < I : ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER** Q NEW PARTIAL HEIGHT Z�, - - - -- - - - EXI5TING TO BE DEMOL15HED DOOR SCHEDULE - --- - - - - - --- -- - - -- - -- - - --_- - HOOD FRAME (L.G. STL. � - - ---- - - -__ -_ - ___- -- - -- ----- WINDOW CHART i\ -- WHEN APPLICABLE) - - _- --- -- �- - - --- :- --- -- - - - I - - ---_ _---- I ' --- -- - --- --- ; --_- --I- - _ l w EXI5TINO TO REMAIN �' -- - -- -- - - - , DOOR MATERIAL - I -- -- -- -- -- --- W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �, _-�-_ -- EGRESS _J CLEAR -- ROUGH OPENING WINDOW DIMENSION 17 5TL. WHEN APPLICABLE) TAG DESCRIPTION MANUFACTURER d TAG TYPE MODEL # -- - _ - - _ -,WIDTH REG2OPENDN 20" TEMPERED \' (� N I, FIRE NOTES L .. \I WIDTH HEIGHT 1 j I 45 MIN. RATED -. - \ -- _ I- - ==I -_ �I ][ -- HEIGHT REQ'D:24 a N VVV - SELF-CLOSING WIDTH HEIGHT WIDTH L HEIGHT OPEN REO'D: 5."T S.F. NEW I-HR FIRE RATED L0 0 ❑ MIN. (2) 2x4 STRUCTURAL -- - - --- FIRST --- - -- -- - - A (2) CASEMENT �Cw245-_ - I_-= 4-q -I 4'-5 4'-8 4-4 .. O) (0 WOOD FRAME (L.G. STL. �� - -- � � � ----- POST FOR 4 WALLS - _ __ WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL —STATIONARY - - �- FLOOR POST FOR 6" WALLS), U.O.N. -- ---- - - --- - - - -- -- - - _ __ -- - - - ---------- - - 31_1 =--b'--I =_ I O r WOOD FRAMNEN 2-HR E(LG 5�. 101 SINGLE SWING - - - -- - 3 O 6-b • • B (2) STATIONARY 316a5 --- - 8= 0 1 - - -_- I ROOM ENTRY - - - - - -' " " -- - _ - - +. - =='I = -G (2) CASEMENT " r WHEN APPLICABLE) --- - _ = " -- - -- ' " - _ = MUD --- -- G235 I 4-O = 3-5 - - 4-O 5'-4 C Z ( 102 POCKET -- 2-6 - 6-a • -_ - - � ( ROOM 2'_O " - - =1r=- - N - -- - -- - --�� - - - JL--- -- --- - - _. l FOYER _ D (6) =�C CASEMENT - GI6 �- --�--0 6-O - " ! ---• �� 1 HALL CLOSET ( C (O FLOOR PLAN ----_ -- _ _ _ --_ - --- - - �I E lU �\ TRANSOM WTR41015 j I1' p p .}., 103 SINGLE SWING - - 4 -� _ _II �i-- L L NOTES - - f 1 - _ - _ - _-I I I-7 4'-11 1-� \- - J'- -_ -- DOOR NOTE: 104 SINGLE SWING - - 6 - 6-a • BATHROOM I CL. III- F (1) O +� Lf) -- - -- l GLIDING _ G436� = 4-O 0 .. - 1 a o OUT ONLPLANS BYME " RIJELD--WEOR 'V(OR EQUAL).kqHEN ED NY5 MECH. GORE, d XUTILIT f CO.STANDARDS R 105 Ji SINGLE SWING " 6-8 • G (4) - _ - ( 1 I3 O - - - - - --- - - - 2-b - - --I-- - - _ _-- -� BATHROOM I - -OH _ M 8 fb" TRANSO FWT2gl I --- 2-g -_ I -I-- -J 2-a I-0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED � -- -' -__- _ OUT ON PLANS $Y THERMAT'RU (OR EQUAL). 106 � POCKET 2 6 i' ij 3.DOOR TYPE TO SELECT ELEGTRIGAL PANEL: _ _- -- - �� --- - - BATHROOM I I CASEMENT GXW24 �I 6-O I41-011 / - L v BEDROOM I � - - �� " " - -_ - - - - - � -- -- - -- - - - .1 4-O 5-I I _ - _ 1 811 • - ---, - - I -- I -- 4.INSTALL AS PER MANU 5PEC.'s O �( -- - - INSTALLATION AS PER NYS ELECTRICAL CODE 107 _ SINGLE SWING 2--b" l BEDROOM I ( I (I) AWNING AN31 ` 2'-II I'-b 3.PROVIDE (2) :2"X5"03HDR.,U.O.N. _ 61-8't- J_ �.-- • -- - .. = -_ ------ ."5-=-0-- - - - - - -- - I _ 4. 8 - - 6-b • - J (4) CASEMENT -CW14 2-4 4 O - _- SEE PAGE 6-003 FOR ALL OTHER FRAMING - -- - --- - " BEDROOM I GL. _- - - -- " O -- - -- - -- _= --- �� - - - - 1�- - I. MIN. 350 # CAPACITY SINGLE SWING - 2-6' --- --- - II = _ " 4'-O" �6S.F. _ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NEW ATTIC ACCESS - PULL DOWN STAIR: IOb 1 _ LINO O 1.STAIR L NEW STAIRS SHALL HAVE MAX.7-3/4" RI 22"x30") IOg SINGLE SWING 2'-8" 6'-b" • j BASEMENT STAIR K (3) CASEMENT OX145 2'-8" I' 4'-5 2'-7 4'-4 8.6 v 2 2.51ZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. l d MIN. 10 Tr - RISERS SHALL BE CLOSED - - _=J -- - - - l -- - - _ - --- -_ --= -- - ---_- ' - - - 01 ._ b S.F. 2. 42" HIGH GUARDRAIL SPINDLE SPACING 3.DBL. FRAMING WHEN NEW OPENING - - - - --- - -- -- I� - - __ \ - - - �I - --=--- - ___ -- -- _--- L-= ----_ - 4.INSTALL AS PER MANU. 5PEG.s 110 SLIDERS l II'-g" 6'-a" • ;i • L (2) AWNING A21 I II �� NOT TO ALLOW PASSAGE OFA 4" SPHERE; - - - --I LIVING ROOM -- - =�1. 2 O 36" HIGH HANDRAIL d SPINDLE 5PACING NOT 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS --- _ _ ----= i L. W -- TO ALLOW PA55AOE OF A 4" <P SPHERE III SINGLE SWING l 3-O 6-all r :-__1 - -- • LI (2) PICTURE P2121 " F -A/G NOTE. J " L - - - JJ2-O �-O�I_I. RELOCATE EXIST. AIR HANDLER k4. RAILING TO BE VERTICALM (3) AWNING AW31 3. GRIPPABLE RAIL AS PER C ODEW DUCTWORK IN ATTIC FOYER ENTRY �I, AE --- --- 21-11 J" Jr 2'-4 WOOD FRAME STAIR: 2.ROUTE COOLANT LINE AS REO'D -- - 4'-0" I 7.5 S.F. - 2.RAILINGS SHALL BE ALUMINI NI OR PVC (BLACK). - I _--!I - - ---,� - - --- 4 0 � 2-il ( 1 1. SEE NOTE ABOVE FOR STAIR d RAILING INFO. FROM A/C GOND. v A/G CONDENSER: I- - N (1) CASEMENT GXWI4 + - 3-O I - O I. EXIST. A/G CONDENSER TO BE REUSED 2. INSTALL CONDENSER ON PAD OSMOKE DETECTOR / GO DETECTOR NOTES: I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT IO TYPICAL BATHROOM NOTE: SMOKE/CARBON MONOXIDE: COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN 2.INSTALL ALL AS PER MANU. 5PEG.'s ALL BATHROOMS 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWERS AND IN COMPLIANCE WITH LOCAL CODE TUB SURROUNDS 2. SHOWER FLOORS 2.1. NEW TILE FINISH(H.O. TO SELECT) UPON WINDOW NOTE: 2.2. CONCRETE MUD-SET(SLOPE 1/5" PER FOOT O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN TOWARDS DRAIN) UPON CASEMENT, DOUBLEHUN6,OR GLIDING (A5 NOTED); 2.3. WATER PROOF MEMBRANE TO COVER SHOWER INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, FLOOR,WRAP DRAIN d ATLEA5T la" UP WALL5 SEE NOTE #q IN "GLA55 WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT 1^11NDOWS - ALL CSMNT WNDW5 SHALL HAVE 5T'RAI6HT ARM HINGE WHEN II ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH 3.ALL GLAZING WITHIN Ib" OF 'FF TO BE TEMP. GL. d WET NEW EXHAUST FAN AS PER NYC MECH. 34'-0" AREAS 12 CODE; INSTALL AS PER MANU. SPECS 4.SEE PAOE -- -00 O h G ELEMENTS AROUND - WINDOWS (TYP. FOR ALL);PR'.OV. (2) 2"x10" HDR U.O.N. NEW FLOOR: EGRESS NOTE: 13 I. NEW OR EXIST. J" PLYWOOD SUBFLOOR BENEATH (GLUE 2 IN COMPLIANCE WITH NEW YORK STATE BUILDING d SCREW);SCREW PERIMETER OF SHEATHING 4" O.G. 4 � CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 12" O.G. a INTERIOR.EGRESS SHALL BE FOLLOWED: 2.NEW FINISHED FLOOR PER H.O. SELECTION :20'-5" II'-II" i 4'-0" 2' NET CLEAR OPENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM H -_� (EGRESS) PROPOSED /� Cn NET CLEAR WIDTH................. 20" MINIMUM � __ PATIO C� a v' NEW LAUNDRY ROOM: O' BUILT-IN WINDOW 415 S.F. ✓ i(� O I. NEW WASH/DRY HOOK UP BENCH 5' x 2' 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s NEW 6'x6' - - - ---- - Q m D_ H/SIZE OF EQUIP. OUT � Q � �� H _ 3.PROVIDE HOOK UPS AS REC�S PER MANU. � f SHOWER 15'-b" 3'-6" (,I) 4 m Neta PROP. z --- - ( (.I r - GL. - - - I 1 IOb -- -- ---11-q" ! --- 7'-41Y2" 2" 4'-:2y:2" !l �' 13'-O" F PROP. WOOD STOOP - - EXIST. PROPANE CENTER ON STOOP m - TANKS TO REMAIN _ _ 0= I N H - G ------ 110 -- - - 24.. 24" n D D 4 D Z in BEDROOM I - - --- PANTRYCOOLER' - - �PANTR141 20a S.F. 1 - - 0 I I - m BOOKCASE NEW I I I SM/CO �j� DN DOOR * o 20"x5' FLUSH HEARTH -CATHEDRAL CEILING- I I PROPOSED 1 ® ® I I DINING ROOM I 106 10 i - 4 LOPI LARGE FLUSH WOOD NEXGEN-FYRE E PROJECT: RECTANGULAR- 10 �- 6" - 1,500-2,500 5.F. �\ 5'-O" O A R A A-301 Q� 11 PROP. O r (ON ROOM CENTER) �- - 4 - BATHROOM I I m 3 MODIFIED 2'-O" I 10'-5" A-301 x O -TILES 104 in __ \ ,� LIVING ROOM I z - - - - - -- ADDITION SM/GO f� 1 I'-O" O 3'V, - - PROP. �+ - (O.H. 3 N ) RO HALLWAYZ® ® OPEN ABOVE _� -- - 2 O" � .0 3'-211 I"3r-O" •i = GL. � I D 4 D F421 INE OF COVER Q�rr L5TOOP ISLAND13-b� - 165 ROGERS ROAD SOUTHOLD, NY 11971 2'-0' I r 3'-b•, �OP• 103 NEW O UP J ADW \ m itm O --- I _- HCl/ CEILING ABOVE Oi-� III I �� m� 4-0" -DRAWING TITLE: L_- \ -- _ 1 z lol I - 4'-0 dJ ° ° PROP �` PROP. _-- _ PROPOSED FIRST FLOOR PLAN `r O d LAUNDRY/ O' FOYER --__ PROPOSED Q - MUDROOM it MO B B 4 KITCHEN 1� -TILE- in -:2-7y2" -TILE- BENCH 1 q 6 �` (V PORCH �3'-6"= H L �. --- HALL � `t �0$ _ _ 'd� � - - - I - _71 TREE m -- -- - �� - � "='' �"] ``'� � J O� PAGE: b A va// " I 6'-7" 5'_O" �, 4 G G 4 ,k5'_O"� A-1035IIIII, 00 q'-2" q'-101. b'_7" b'_4" 20-5" I q'-6 cV o X ® L DATE: 08/10/22 7 OF 15 d Q w-•-• z�m 7'-O" 0 5 10 20 _ . 1/4 -._ PROPOSED FIRST FLOOR PLAN GRAPHIC SCALE _ c��?ED�QA 1,4ci-7 S.F. HAE31TABLE Si�AGE; 1,4cf-7 S.F. OROSS AREA SCALE: 1/4" = 1'-O" �•� ,`� C�1 Q :�'r�, i J. 03740- p� ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING d STRAPPING DETAILS. 0E�I ERAL Y : **SEF- DOOR SCHEDULE FOR ALL GLAS5 DOORS FROM SAME MANUFACTURER** Q„ '� --- NEW PARTIAL HEIGHT DOOR SCHEDULE - - WINDOW CHART _-- --- - - -- - - - Q _ EXISTING TO BE DEMOLISHED - - - ---- - --- ---- - - ----- - ---- - --- -- - - -- \ - DOOR - _ _=�1 - ------ - --- - - II EGRESS W WOOD FRAME (L.G. STL. � i MATERIAL ROUGH OPENING WINDOW DIMENSION CLEAR it _J WHEN APPLICABLE) 0 EXISTING TO REMAIN -- -- I- - FIRE TAG TYPE MODEL # OPENING I TAG DESCRIPTION MANUFACTURER WIDTH HEIGHT O Ij ►- Q WIDTH - --HEIGHT _ WIDTH - =HEIGHT TEMPERED P7 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 1 In RATING NOTES ( _ _ WIDTH REGI D: 20 I' 45 MIN. RATED ---- - - ----- --- -_ �_ --_- _:: _ __ -- - -- - HEIGHT REO'D:24" -1 Q -1 �: �: ----_ - ----- ----- --- -_ __`''___- -__'`- v-=--J' SELF-GLpSING-_ -- --�I, A (2) CASEMENT GW245 4'-q" 4_5 - 4'_8 4,_4 STL. WHEN APPLICABLE) O u� i OPEN REGYD. S.T S.F. .� N NEW I-HR FIRE RATE D MIN. (2) 2x4 STRUCTURAL -- - - _ - - -_ _ - - �- -- O � �--- -, { POST FOR 4 WALLS -_--- - -- B (2) l STATIONARY WOOD FRAME (L.G. STL. SECOND FLOOR ----- --------- - ---- -- -- -- - - - -- - - - - ------ ---! l' 31685 3'-I" 6'-8" 3'-O 6,_� Q - (MIN. (2) 2 xb STRUCTURAL J�- "p WHEN APPLICABLE) --- -- -- - - - r li -_ ' J _ O l r - 201 SINGLE SWING J 2'-6" 6'-8" I • BATHROOM 2 �� II - - III J - -- -- ll POST FOR 6" WALLS), U.O.N. -_, - _- -- -- -G (2) LCA5EMENT CASEMENT 0235 4-O l3-5 4'-O" 3 4 t` >_WOOD FRAME (L.G. STL. _ .NEW 2-HR FIRE RA1�D I I' 'I I , iiQ C ZfWHEN APPLICABLE) 202 SINGLE SWING 2-6 6 8 � BEDROOM 3 D (6) GI6 2-Og - -=6_O "- 2'_O " I�- - AL :205 f ---- I ( - - 203 SINGLE-SWING -- ---- - '-6"-- � 6'-8" I ---- --- BEDROOM 3 GL. � E (U TRANSOM WTR41015 Mo 4-II II 17 �� 4-II � - � -I-7 all O O � �p ! - -A A _ - -- �,- BEDROOM 2 GL. - 6436 4'-O" 3'-6" 3'-I I 3'-5 " �_ O -�-� In 204=- - _-SINGLE SWING - -- I -61 ---b'-8" I l�L �� I-- �--- GLIDING ___- ;'--- - __- -��- ! - _- I',- -�L - _ _- N 0 .. FLOOR PLAN NOTES ( - _ -- - ,-- , l_ --- - DOOR NOTE: ELECTRICAL METER: 205 SINGLE SWING 2'-6" ( b'-8" f • ! BEDROOM 2 G (4) TRANSOM - ! FWT2gll -- -L 2'-q" I) I'-I 2'-8 �" - 'il I'-O "�I Q __��- -- --- 1 - -- l �1- ---_ - - - --- - -- -- - _ - -- � O I. INSTALL NEW INTERIOR' DOORS WHEN GALLED O - - --' 1 ' 6 REMOVE d RESET EXIST. ELEG. METER AS PER = _- --- - - H (I) CASEMENT GXW24 6-O 4-O 5-I I 4-O t� OUT ON PLANS BY 'JEILD-WEN' (OR EQUAL). NYS MECH. CODE, d UTILITY CO. STANDARDS 1" " 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED --=206- -SINGLE SWING - [ - 2� b-8 HALL LIN. GL. - ------ --- - - -- J - _ ---- - - --- - - - ---- -- - - - =�-- - OUT ON PLANS BY 'THERMATRU' (OR EQUAL). --- - - 3.DOOR TYPE TO SELECT ELECTRICAL PANEL: 4.INSTALL AS PER MANU SPEG.'s O i (U AWNING AN31 �r I 2'-If EI-8 � 0 ' 'J NEW ELECTRICAL PANEL LOCATION;ALL i 3 1 I INSTALLATION AS PER NYS ELECTRICAL CODE 20'-5" / _--- -- 3.PROVIDE (2) 2"x95" HCR.,U.O.N. „ „ -- 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING _p J 4 CASEMENT GWI4 2'-4 4'-0 2' 4 4 O 6.8 S.F. 1i ELEMENTS AROUND DOOR5 (TYP. FOR ALL) U.O.N. 4 O r F.,,V K (3)� CASEMENT GXI45 JL 4 5 2-7 -4 �y 8.6S.F.NEW ATTIC AGGE55 - PULL DOWN STAIR: `J OSTAIR 8 RAILING NOTE: 1. MIN. 350 # CAPACITY A �4 -� 4 K 2 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. - - 4 O L (2) AWNING A21 __ . - --- _ I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4' RI 22"x30") _ -- -- i m 2'-O 2'-O d MIN. 10' Tr - RISERS SHALL BE CLOSED 3.DBL. FRAMING WHEN NEW OPENING m Q ' LL I i I 2. 42" HIGH GUARDRAIL- d SPINDLE SPACING 4.INSTALL AS PER MANU. SPEG.'s <V I NOT TO ALLOW PAS°iAGE OFA 4" SPHERE; -2'-O ( 2-O _ - - =-I,1 ---- S LI (2) PICTURE P2121 5. CONSULT CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 �� IL � TO ALLOW PA55AGE. OF A 4 (P SPHERE M (3) AWNING AW31 -- 36 HIGH HANDRAIL d SPINDLE SPACING NOT 4 PROP. --- _ ---_ ��- - ---- - • l 3. 6RIPPABLE RAIL AS PER CODE J 2-I I 2-4 - _ A GNOTE: ALCOVE _ -- - - - -- - 4. RAILING TO BE VERTICAL q - - -1 WOOD FRAME STAIR: 2.ROUTE UCOOLA TI LINE AS REGI D CASEMENT GXWI4 3'-O 4 O 2'-II ! 4'-O" 'f.5 I. NEkq RELOCATE EXIST. AIR 8 N (I) S.F.�� ;, ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. FROM A/C GOND. _ U PROP. 2.RAILINGS SHALL BE ALUMINUM OR PVC (BLACK). A/C CONDENSER: = in BEDROOM 2 -- I. EXIST. A/C CONDENSER TO BE REUSED 142 S.F. 2. INSTALL CONDENSER ON PAD SMOKE DETECTOR / GO DETECTOR NOTES: SM/Go k O3 TYPICAL BATHROOM NOTE: Q Q 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 10 I. WALL BOARD J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 4 I �- - ALL BATHROOMS n /� 2.INSTALL ALL AS PER MANU. 5PEC.'s 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 205 TUB SURROUNDS N NEW 'i I IN COMPLIANCE WITH LOCAL CODE 2. SHOWER FLOORS .p DN 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 204 2 2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT - ------ OWINDOW NOTE: m �/ v in O I. ALL NEW WINDOWS d MOORS SHALL BE At;DERSEN TOWARDS DRAIN) UPON CASEMENT,DOUBLEHUNG,OR GLIDING (AS VOTED); 2.3. WATER PROOF MEMBRANE TO COVER SFfOWER 4'-10" 4'-10" I'-6" -- - FLOOR, WRAP DRAIN 3 ATLEA5T IS" UP WALL5 - - PROP. PROP. PROP. 206 ® ® INSTALL AS PER MANU. SPEC.'S. FOR SUB3TI7UTION5, m! L SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON n r GL. GL. GL. 3 ~. 1 PAGE 0-002 IF CASEMENT WINDOWS - AL_ CSMNT N tt1 ry WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN II ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT 5M/GO WA5H A-301 203 3.ALL GLAZING WITHIN IIS" OF FF TO BE TEMP. &L. d WET NEW EXHAUST FAN AS PER NYC MECH. A-301 AREAS I2 CODE; INSTALL A5 PER MANU. SPECS 4 I 202 - - - -- 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND - --_� WINDOWS (TYP. FOR ALL);PROV. (2) 2"x10" HDR U.O.N. - -- - NEW FLOOR: EGRESS NOTE: 13 I. NEW OR EXIST. J" PLYWOOD 5U5FLOOR BENEATH (GLUE IN COMPLIANCE WITH NEIN YORK STATE BUILDING S SOR:EN;SCREW PERIMETER OF SHEATHING 4" O.G. # r PROP. CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 12" O.G. ® INTERIOR. 5M/00 HALLWAY EGRESS SHALL BE FOLL.OWED: 2.NEW FINISHED FLOOR PER H.O. SELECTION O PROP. 1�2'-3 3'-6" y211 NET CLEAR OPENIN5............ 5.'f S.F. NET CLEAR HEIGHT............... 24" MINIMUM m m BEDROOM 3 NET CLEAR WIDTH................. 20" MINIMUM 142 S.F. NEW LAUNDRY ROOM:_ / O 1. NEW WASH /DRY HOOK UP T 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s J _, I 3 5'�6" -- - - - -- -- - - - - - - --- -- - -- - - - �k N/SIZE OF EQUIP. I 3.PROVIDE HOOK UPS A5 REO'S PER MANU. 4 BA PROF. 2 SH R J �j -TILE- m I J 4 K K 4 I-- - - - -- -- - - - -- - -- - 5'-3/2" 12 Q O w Q 0 5 10 20 2 V `ROF05E7 SEGON` FLOOR PLA GRAPHIC SCALE 5'f-7 S.E. HABITABLE SFAll 5cf-7 S.E. OROSS AREA SCALE: I/4" 4"x3" ALUM. 12:12 PITCH 4"x3" ALUM. CUTTER HIGH 4"x3" ALUM. PROJECT: DOWNSPOUT DOWNSPOUT ___ NEW 2"x10" R.R. DOWNSPOUT POINT(TYP) (TMP) (TYP) NEW 2"x10" R.R. ® I6" O.G. (TYP) 0 �� ® I6" O.G. I 4"x3" ALUM. 'H (2)_1.75_"xcll !_V_L HEADER GUTTER HIGH DOWNSPOUT 4"x3" ALUM. 4'x3" ALUM. i POINT (TYPJ (TYP.) � � V DOWNSPOUT DOWNSPOUT - - - -a43 - (TMP) (TMP) ADDITION x � Lu 12:12 PITCH n �- 165 ROGERS ROAD -- - -- -- - - - - - - - - - - - - - -I�- - - - - - SOUTHOLD, NY 11971 -PITCH 12:12 PITCH 12:12 PITCH �0 w ® DRAWING TITLE: DBL. P05T TO I POIN�(TYf'J w ® I 1< o PROPOSED SECOND FLOOR PLAN HDR AT ROOF dj dj I } GilTER�j a PROPOSED ROOF PLAN iU I EXIST. R.R.tu EXTFN51ON J EXIST. RIDGE NE® 9"x11 O�.0 R.R. I ` ® I6" O.G. El n EXIST. RIDGE Q RIDGE EXTENSION EXIST. R.R. �O P p (a ® 16 O.G. �P I w !I N= PAGE: a Io I 16 w DBL. P05T TO I< C' AT ROOF w w Y�� Arid AOU06L 0 0 4:12 PITCH I U K O0 z z r P WTTER(TYP) X MATCH EXIST. R.R. DATE: 08/10/22 8 OF 15 - NEW 2"x10" R.R. v ® v w „ n ® I6" O.G. w t ® I6" O.G. 4x3" ALUM. 0 z Q 1 DOWNSPOUT n N )U GUTTER HIGH (TYP) W 2"x8" F.R. I ,j� !i�"� L9 POINT(TYPJ 12:12 PIS t-: r V 12:-12 PITCH 12:12 PITCH 6'x3" ALUM. l-- - - - - -- ----� GUTTER(TYP) I.1D - I EXTEND WALL UP TO R.R. ��CJ � r•�. !�,, ?;r4 MATCH EXIST. R.R. 12:12 PITCH 4"x3" ALUM. ® I6" O.G. DOWNSPOUT 4'x3 ALUM. 1 GUTTER HIGH �r I �:,; .i"r r;: POINT(TYP) ( ) 4"x3" ALUM. DOWNSPOUT t 1 M NEW 2"xl0" R.R. ® I6" O.G. GUTTER HIGH j DOWNSPOUT --P" - - - - - - - --- - - - - - POINT (TYPJ (TYP I (TYP) 1- - - - - - - SOF Nil FROF05F_17 ROOF FLAN SCALE: 1/4" = 1'-0" C) Ld J < l0' MIN. C C*4 ELEVATION NOTES :D Lf') 0) (0 OI HATCHED AREAS INDICATE NEW WORK (TYP) o 0 PROPOSED RIDGE O NEW ROOFING. 0 c Z I. SEE NOTE a SECTION 12 2. NEW ROOFING,COLOR 4 STYLE BY 'GAF' EQUAL) 4 -y tV (MIN 50 YR. WARRANTY) 12 u NEW ROOFING: =3 (c) I. SEE NOTE a SECTION 12 0 0 • 0 Lf) 2. ASPHALT ROOF CHARCOAL 41 C'J 5. NEW METAL ROOFING,CHARCOAL STANDING SEAM TBP C) PROVIDE CONCEALED FLA5HIN& AT ALL ROOF CRICKET O INTERFACES. ONEW SIDING SEE NOTE a SECTION I. CEMENT LAP SIDING (ARTIC .NHITE;HARDIE) V-00 2. CEMENT BOARD AND BATTEN (ARTIC WHITE;HARDIE) EXTEND RIDGE RESET EXIST. A/I CONDENSER -------- NEW WOOD FRAME STAIR ------ ---------- ---------- (D NEkq CLOSED P. CONC. STAIR CRICKET G) K IL X NEW DRYER VENT: IIJ ------ SEE NOTE ® PLAN ij Ll — - ----------- 12 0 EXIST. SECOND FLOOR S.F. ------------- it 0A d) EXIST. FIRST FLOOR --k –.F---------------1.1 i NEST ELEVATION (FRONT) SCALE: 114" = I'-o" z Lu 0 Lu O PROJECT: O'HARA ADDITION ------------- ----------- 165 ROGERS ROAD ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5FEC.'s. SEE PI "0-003" FOR NAILING 8 STRAPPING DETAILS. SOUTHOLD, NY 11971 **SEF- DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** HI l!: NDON CHART DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS CLEAR ROUOH OPENING WINDOW DIMENSION 11 TAO TYPE MOVE OFF-NINO -L # TEMPERED 12 -�IKDTH REOV: 20" lHEI&HT REOID:24" KDTH HF-IOH-T HEIGH7 a IOPEN REO-I 5.1 S.F. rPq245 4'-5 41-491, ---------- A (22) L CASEMENT E3 (2) STATIONARY"! 516,55 o PAGE: 0255 4'-0 5'-5 J" 41-0" ]�5-4 1� ........ -0- 21-0 _ _ - =- I D (b) A-22 0 J 0 0 _]ECCASEMENT--- -- 016 2'-0 J" �- ELFVATION5 NO'TF-5 LA ui -j 0 Cq Lo 0 0 12 12 0 c z D IN 0 -c 0 ul) / I _ — ++ C'4 4-j 0 < 120 @)7\ 12 (D 4--J A I IF S. ----------- (D Q I iI - � - L L�v i 1 1 1 1 1 1 1 ---------- NEN OUT SHOWER EAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" II uj ;2l 0 --------- LLI PROJECT: O'HARA --------- ADDITION ----------- ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5FEO.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. 165 ROGERS ROAD **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" SOUTHOLD, NY 11971 WINDOW CHART ------------- I EGRESS DRAWING TITLE: CLEAR ROl OPENINO PqINVOkq DIMENSION PROPOSED EXTERIOR ELEVATIONS I TAO TYPE MODEL # OPENINO TEMPERED PqIDTH Ill 20" 8 II --- -__-_ - -- - -- -S.F.- - ------- ----- -- --- -- _ I I 1 I ? j + I I ' I _-- - _ _ --_ - I=_ _-=-- - _ _ _-- 12 -P:24" I WIDTH HEIGHT WIDTH HEIGHT !i0l 1 5.77 S.F.'I Jill 11 4'-4 A (2) CASEMENT Ck245 4'-5 4'-5 ------ B (2) STATIONARY 51(bas v-O -------- - ----- I -----._ __.__ -- --- --- -- - ---- I , I - - _ - _- PAGE: R 0 (2) CASEMENT 0255 4'-0 V-4 " 5,-5 4'-0" 1�1511 I_ �� O _ I I1I 1 A41111% A10%` AV% li -0 j5-11, , D W CASEMENT Cib .2 rr A zuz . 00 ------------ E (1) TRANSOM NTR41015 4'-11 4--11 1 ON NO 41-101. Z5,-5 ou FRI -------- DATE: 08/10/22 10 OF 15 i i j ( — --� - ----- FpqT2 2. 1'-1 Zne, --Mo 5 (4) TRANSOM -0 F F -- I H (1) CASEMENT CXK24 (o'-O 4'-0 4'-0" S.F. JL AHNINS E-D '71ffiz NT -4 4'-0 bb S.F. AN51 2-t-11 11 urm mil -;�HOAF _= �-A --------- - WINDOW WELL-/ CASEMENT ON14 2 J� 2'-4 1 IL74 o- ------- q K (5) CASEMENT CX14�[ Z-e," 4'-5 J" 2,--7 k 4'-4 1 .5.6 S.F. F NORTH ELEVATION (LEFT 5110)E) L (2) AWNING A21 -0 -0 (A SCALE: 1/4" LI (2) PICTURE P-0" 1 P2121 2'-0 21-0 AWNING 2'-11 Z-4 r-,Xkql4 -0 4'-0 2'-11 N (1) CASEMENT IF E�-O BUILDING SECTION NOTES Q Ld (D NEW ROOFING NOTE (TYPJ:_ -----_------------- -- --- r-, - ---- -- - - -- INSTALL NEW ASPHALT ROOF SHINGLES, OR STANDING ( J 0 SEAM ALUM. METAL;PROV. ICE/WATER COMP. UNDER METAL (SEE ELEV. FOR LOCATIONS) - M 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO - 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS _-._ Q +' OVER ( C N 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER ----------- ( O Lo O 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ----- ! O) (o 5. GAP SHINGLE OVER RIDGE b HIPS (AS REO'D) ----- --- - Or- - 6.PROVIDE RIDGE VENT(A5 REO-D) ------ = -a v- O 'T. FLASH ALL VALLEYS -- - -- -- - ' S.INSTALL DRIP EDGE AS REQ'D --- -- - --- 9 O c: z. INSTALL ALL AS PER MANU. SPEG.'s { - ------------ � _ TYPICAL ROOF 4 CEILING CONSTRUCTION: I -------- ! •O `-L N O2 NEW ROOFING AS NOTED --------- >1 U • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL I - (0 PLYWD SEAMS) --------- • R.R., C.-I., d G.T. AS NOTED ON PLANS (® SPANS I _ _--------------_-- j --_— O O +' OVER 8' INSTALL "X" BRIDGING ® CENTER OF Y i --_ EXIST. RIDGE HEIGHT � O ate--+ � I _.__�_ ELEV. +38.5' C p -- ---- ------ nQ � O SPAN, U.O.N.) 5 _.,_,..,. `lJ • MIN. OF R-49 SPRAY FOAM INSULATION IN OATH.;R-49 BATT INSULATION IN FLAT GLC. -- --"-" - -- - r TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: I O UPON "VENTED TYVEK" HOUSE WRAP (OR EQUAL) i �Q�P� r `F,� 2 • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL j 12 PLYWD SEAMS) • 2"xb" STUDS ® I6" O.G. W DBL. TOP PLATE -75 • 2" FOAM INSULATION W/R-13 BATT INSULATION (R-27) j ; {< '• • 5/8" GYPSUM BD. WALL FINISH NEW COLLAR TIES PER PLAN NEW 51DINO NOTE (TYPJ: { { U O I. INSTALL NEW HARDI LAP OR:54B SIDING(REF. TO ELEVATION) 2."TYVEK" HOUSE wR:AP (OR EQUAL) ! ! Q� / CATHEDRAL 3.INSTALL ALL AS PER MANU. SPEG.'s CEILING ¢ - CCC/// BOOKCASE = —_—_—_—_ —_ EXIST./PROP SECOND FLOOR FINISH -}-J F-• 4.PROVIDE ALL NECESSARY -FRIM FOR PROPER DOOR I G.J. PERP AN ELEV. +2,5A' _ INSTALLATION { -�- 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION j z WALL PERMACAST STRUG. `t ONEW 4" THK. P. GONG. SLAB REINFORCED PER PLAN NOTES �p 3 U 5 COL.;SQUARE NEW 55" TV 1 O FOYER O6 TYPICAL FLOOR GONSTRUC:TION: NEW STUD TO 'COVERED �, r II 4 I. FINISH FLOORING TO SELECT FLOOR ASSEMBLY PORCH r t' MODIFIED 2. 5/4" T$0 GDX PLYWD. SUBFLOOR GLUED d 5CREWEDCONNECTION 'DI' AS LIVING ROOM 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' PER PAGE 6-003 INSTALL 'X' BRAGS ® N 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST I ? { I I , -E—X I STYPRO-P FIRST FL_OO R FINIS FLOOR AND FOUNDATION);SPRAY FOAM RIM OIST ELEV. +20.BLUESTONE PATIO 6H n nVW lJ � A3 FJ. PER PLAN w v NEW F.J. AS PER PLAN AVERAGE GRADE d ELEV. +18.2' o zQ BASEMENT ,� a• --UNHEATED- -UNFINISHED- PROVIDE -UNHEATED- -UNFINISHED- PROVIDE BACKFILL COMPACTED IN 6" LIFTS 5 E 3" THK. GONG. SLAB BASEMENT w/STONE FINISH -------------------- ELEV. +13.0' I SECTION A-AA-5O I I� SCALE: I/4" = I'-O" I I CONNECTION 'A' AS PER PAGE 6-003 NEW RIDGE i PROPOSED RIDGE HEIGHT ELEV. +4-i.a' --------- ---------------------- 12 \ \ 1212 v 41 \\ iu> A PROJECT: ` UNFINISHED ATTIC12 O'HARA RIDGE PER PLAN RIDGE PER PLAN ADDITION V SECOND FLOOR CEILING HEIGHT ------_— � y " � Xy,G.J. PER PLANS lkM1�^,�i' �v16�NYY 12 ELEV. +56.q' ----------- F- NEW 2X8 DBL HEADER ABOVE 2"xb" STUD WALL 2 ALL wlDoo �\ Ib" O.C. eyP� �� 165 ROGERS ROAD 0 - SECOND FLOO �¢ �� SOUTHOLD, NY 11971 i J NEW RimeE PER PLAN m BEDROOM 2X6 SILL / NEW COLLAR TIES PER PLAN �\ ' DRAWING TITLE: N PLATE NEN2"xb" STUD WALL ® WINDOWS. LIVING ROOM 16" O.G. BUILDING SECTIONS -0— EX15T./PROP 5ECOND FLOOR FINISH _ ELEV. +28. 1' ` F.J. PER PLANS KITCHEN DINING ROOM - - I CONNECTION 'CI' A5 = PER PAGE G-003 NEW STUD TO FIRST FLOOR FLOOR ASSEMBLY / \ \ - PAGE: NEW -- ---- - 3 BATHROOM ------ A-3010m00 EXIST./PROP FIRST FLOOR FINISH ELEV. +20.6'---------�` - --- - --- DATE: 08/10/22 11 OF 15 � k c � h 'a � k� � Xkk � k�1 ' X xz�3 F.J. PER PLANSF.J. PER PLANSkYk � xk �ix�i . AVERAGE GRADE --- - ELEV. +18.2' - BASEMENT � D APC - -UNHEATED- �� `.� iVi. n x'- -_ -UNFINISHED BASEMENT ----- - _ ,4 r ------------------------ ;: ' T �474 SECTIO B-B/A-301 FOF N �N SCALE: 1/4" = 1'-0" Q EXTERIOR SHEATHING AS Q PER SECTION NOTES LILI SIDING MATERIAL AS Lv PER SECTION NOTES -I 0 f I BUILDING PAPER d HOUSE WRAP ' TO FULLY OVERLAP FLASHING EXIST. STUD WALL < -E L0 O HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE 5PEGIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; "Z" FLASHING 5/4"xb" P.T. DEGKIN6 � O.N. ON PLAN/ a- O /PLANS AND NOT PROJECTING MORE THAN 4<5 INTO x DSAFFOR RAINAGE SEGTION/DETAILS) STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT PITCHED METAL J015T HANGER BY - `- _--- O C Z 'SIMPSON' OR EQUAL l ® - "- - - T•- \ F I RST FINISHED FLOOR _`` _ ..., v N c v c0 - - --- - - o o r- METAL DTT DECK TENSION � MIN. SPACE BETWEEN JOISTS AS PER PLAN FASTENED w/(2) FLASHING TIE BY '51MP50N' (OR O c N v , 5/5" 0 x 5" LONG HEAVY DUTY GAL. EQUAL) Q �--- D O WALL AND HANDRAIL \ LAG BOLTS ® I6 O.G. INTO MUD SILL 3 3/4" PINE RISER \ RIM ED.;) 5/8'"� x 5" LONG APPROVED COUNTER n , FLASHING P.T. DECK J015T L MA50NRY ANCHORS ® 16" O.G. AS PER PLAN 5/4" PINE TREAD STANDARDS FOR GRIFFABLE HAND RAIL EXIST. FOUNDATION WALL SCALE: NTS \ lo" X = p GROSS SECTION 2 L DOER C.,0NNEGT I ON DETAIL �( , MIN z HANDRAIL A-401.00 I" ROUNDED ' 10 CLEARANCE CIRCULAR NON-CIRCULAR SCALE: 1" = 1'-0" w/Y4" RADIUS n l lu (NOT INCLUDED IN W TREAD DIMENSION) 4"-&Y4" { --IJ 1Y2" 1/4 _2 / PERI- / 2Y4° / u 4 w _ 1 MIN. / METER / MAX.Lu / QQ �L Q U W / / / / Q w= MIN. 4" BETWEEN EDGES OF j Q mSQUARE BALUSTER (STYLE TO SELECT) TYP. ROOFING (SEE Q (5) 2"x12" STRINGERS ® w/R-21 `�� ' SECTION NOTES) SIMP50N H2.5A RAFTER INSULATION, IF UNDERSIDE 15 FACING �t / / / / TIE (OR EQUAL) TYP. ROOF CONSTRUCTION 5TORA&E/NON-HABITAL SPACE 5/4"xb" P.T. DECK (SEE SECTION NOTES) \ BOARDS 'SIMPSON' H2.5A �5 P STORAGE UNDER Yz" GYP. BD. RAFTER TIE t2R' i (WHEN APDL I OALBE) (2) I/2"� HOT DIPPED GALV. Q BOLT5 ® EA. POST w/OVERSIZED P.T. �A5Z - WASHERS d END NUT PREBORED PER PLAN �i INTO BEARD POST, S, D E K TIE d 1 G.J. AS PER PLAN FASCIA BOARD z P.T. BEAM AS NOTED „ �, tV- '1 - SOLID BLOCK ® 12" O.G. TREATED 2"x12 SILL FOR CONTACT � BEAM AS PER PLAN w/GONG. (IF APPLICABLE) (2) 51MP50N DJTI4Z (I) 1/2"0 H.D. &ALV. THRU DECK JOIST TIE ® BOLT w/OVERSIZED WASHER - 157 FLOOR/BASEMENT EA. POST $ END NUT PREBORED INTO _j- -- ---- -- --- - -- ---- ---- P05T 8 DECK J015T TIE "SIMPSON" ABA44 NEW "SIMPSON" LU526 ® COLUMN BASE GALVANIZED JOIST ry 4"x4" P.T. P05T HANGER I I GRADE i I 8"4> '50NOTU5E' FILLED jj PERMAGAST COLUMNS AS PER PLAN 50LID w/P. GONG. ° �u w/ "SIMPSON" PC64 (FOR 5 PLY BM) (MIN. 4,000 PSI) `1 p Z OR "SIMPSON" B052-2/4 (FOR 2 PLY 0111 BM) POST GAPS j I�1TER I OR MOOD STAIR DF-TA I L A-401.00 SCALE: 5/4" = 1'-0" m (2) #4 HOR. REBAR I I (2) #5 BENT 12"xl2"x8" P. GONG. PAD �l� REBAR FTG. (MIN. 4,000 PSI) NOTE: I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MASON TO ADJUST PROVIDE 5" (MIN.) GONG. COVER EXTERIOR HOOD DECK DETAIL W HC-HT OF LANDING AS REQ'D TO 4" P.GONG.SLAB OF ALL REBAR WITHIN P. GONG. ACCOUNT FOR FINISH MASONRY w/bx6 10/10 WWM FOUND. WALLS d P. GONG. FT65- PROVIDE STRAPPING $ NAILING A-401.00 „ _ _ „ I UPON COMPACTED AS PER CONNECTION 'D IN V 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL "TYPICAL NAILING/STRAPPING SCALE: 5/4 I O GO RSD i�ORG�1 DETAIL _ - ® 1:48 AWAY FROM BUILDING PROVIDE INSULATION REOUIREMENTS FOR UPLIFT, IA-401.001 { BETWEEN GAVITIE5 SHEAR, $ LATERAL RESISTANCE SCALE: 5/4" = I"-O" 5. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO ° PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. _ -- �-- - - - 1 COPPER FLASHING FROM 12"ABOVE AND ____ ADJACENT AS SLAB, BED ALL FLASHING SLAB AS SHOWN � ==-- -- (WHEN APPLICABLE) IN ASPHALTIC MASTIC e �" \\�\\x z NEW(2) 2"xb" P.T. SILL PLATESLU / / ly � FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER •^ �/a \\\ \\/\\/\\/\� _ NOTED ON PLAN /\// TERMITE SHIELD (1) #4 RESAR ® EA. STEP;5" CVR ® ENDS NEW 5/8"0 HOOKED ANCHOR PROJECT: // BOLTS ® 39" O.G. w/3" SQUARE \/\/\ WASHER d ENDNUT / / / / / / / ASPHALT DAMP O'H A R A ;/i� \\.\/\\\ \\j/\\j\\j\�\\\\\\\\\ _z J PROOFING TO EXTERIOR 10' i /\/ •/ / / // // // #4 HOOKED VERT. i - \ �COMPAGTED \\/\�/\\/ REBAR ® 48" O.G. �L ADDITION FILL i/\//\ /\// II GRADE PERMAGAST COLUMNS AS PER PLAN \, K\\<\X/\/ //\/\/\/\/ I OR SSIMPSON"P064 BG52(2�4 (FOR 2 PLY REBAR® 10"/\\ \\ \ R 5 FL1r BM) \ \\ \\ #4 HOR. CONT. REBAR ® TOP d I 1 // / // // // // // // BOTTOM OF HALL (2 TOTAL) 8' - - ------ 2'x4" KEYWAY a iii \\/\\/\\O.G. (MIN. 5) /\\/\\/\\/\\/\\/\ / II _ , -- -- BM) POST GAPS ; \/ \/ \/ P. GONG. FOUND. WALL 165 ROGERS ROAD // / / I 4! \ \ \ \ \ \ \ \ \ \ \ \ \ ` (MIN. 4,000 PSI) SOUTHOLD NY 11971 GRADE // /xxx / // // // // // // P. GONG. CONT. FTG. I #4 REBAR CONT. /x J-�\\/ \\/\\/\\/\\/\\/ NOTE: \/ \/\/ III ----- / /\/\/ (MIN. 4,000 PSI) Q I / / Q / / / / SHALL BE /\/\/ II I 5/4"x6" P.T. DRAWING TITLE: ® IO" O.G. (MIN. 5) 11 \\\\\�\ /\\\\\\\\\/\\\\\\\\\/ ALL P. GONG. \/\\/\\/ (5) #5 HOR. CONT. REBAR I ° I --_-- - - -- -- -- / / p� / / / �/ / "SIMPSON" DECK BOARDS P.T. DECK JOISTS A5 (I) #4 REBAR CONT. II ° \ \\/ y\\�\\/\\/\\/\\/\ /\\ 4,000 PSI (MIN). /\\/\\/ 4 P. GONG. SLAB II < . --__-.-- __ I -.---.._.._.__ P05T BASE PER NOTED ON PLANS DESIGN DETAILS /\/ 1 _ POST SIZE #5 BENT REBAR ® 12" O.G. /\ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// _ 11 \\ \ \\ (I) #4 REBAR GOPdT. /\//\//\//\// //\//\//\//\//\/�\//\\/�\/�\/�//X�/�\// I . . I i FINISHED STONE HEIGHT4P.T. RISER < Q 8.: THK. P. GONG. WALL I I \// Xy /\\/\//\/\\/\/�/�/�/\/\/\/\/\/\/\\/ °MIL POLY / / / / / / / / / j 4" GONG. SLAB 5/4"xb" P.T. - - - - - - - - - / >/// RE RETARDER < \\ \\ \\ \\ \\ \\ \\ \\ -MOISTURE ! ------ DECK BOARDS IS" WIDE x 12" DEE e II 9 '\//\//\//\//\//\//\//\ \//\//\//\//\//\//\//\// i -- 4" &RAVEL BASE _ " — " -- j - -- a \:I"-x BLOCKING ® EA. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ( ; i a n P. GONG. FT•G. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ J ! I 4 1 --- - °° JI °° ° �/ / / / / / / / / / / / / / / / :_ :: I , STRINGER TO MATCH! SIZE PAGE: / // // // // // // // // // // PROV. GLEAN -- ---- -- I \ \ \. (2) #5 HOR. REBAR--,, \ \ \ \ \ \ \ \ `\ \ \ \ \ \ \ \ - - OF P.T. DECK JOISTS \ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ COMPACT FILL I I 1 a i�/�//�/ / / / / \ \ • \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �- -1.__.'_ _--__ ---___- -- `\�\�/\\/ FASTEN STRINGER TO / / / / / / / / / / / / / ------ I ( — \i\, \ \ \ \ \ \ / \ \ \ \ \: \ \ 1 IA - - -- 1- —!-I -N - - -- -- - - - - /\\//��//\\ BLOCKING (MIN. 6 '�40 .L000 GRADE /�//\/ BACKFILLOMPACFASTENERS) NOSSI / / / \ 2"x12" P.T. STRINGERS ® I6" /\y\�\\/ EVERY 6 lD trYPJ 4 EXTEFz 1 OR MASONRY STAIR DETAIL FOUNDATION NALL DETAIL X�\�\j 4" THK. x 5" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® DATE: 08/10/22 12 OF 15 A-401.00 A-401.00 _ \/ I• SCALE: 5/4" = I'-O" 1'-0" OF STAIR P. GONG. PAD � EA. STAIRWAY) SCALE: 5/4 - I -D \ y\ \ EXTEND FOUND. WALL d FTG. AT a %// /\/ COL. PER FOUND. PLAN;PROVIDE ADDITIONAL (2) #5 VERT REBAR 2"xb" P.T. BLOCK IN BETWEEN ~T" a � IN GONG. WALL BENEATH COLUMN EA. STRINGER. FASTENED TO NOTE: \ y\ \` P. GONG. PAD w/ 19/64" x m Q ALL DEGKIN6 SHALL BE FASTENED \J�so A�?('y a / /\//�/ 3-I/2" CONCRETE SCREWS BY t' w/COATED DECKING SCREWS BY „ "DECK MATE" (OR EQUAL) GALIBURN" (OR EQUAL) - MIN. \\r (5) SCREWS PER BLOCK o" MIN. � f °i Ptd GRADE GRADE },. P. GONG. FOUND. WALL d FTG AS PER DETAIL 10/A-401 e �- tp 037,11 CICVERED FORGH DETAIL 8 MOOD STAIR DETAIL A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 5/4" = I'-0" GENERAL Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. I - -- Lij Ld �� EXISTING TO REMAIN WHEN APPLIGABLE) 1 1 -j � NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q 1 F L0 NEW I-HR FIRE RATED �\ MIN. (2) 2x4 STRUCTURAL w O WOOD FRAME (L.O. 5TL. El PO5T FOR 4 WALLS PROVIDE O O CO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I -1 V FOUNDATION VENT PROPOSED : . .-. .: FOR EVERY G�WL• O POST FOR b" WALLS), U.O.N. � O 2005F OF dJ O SPACE;2" _ NEW 2-HR FIRE RATED x= NEW x' -� (2 2"xlo" P.T. 2 2 xlo�P.T. r _ ►- .D FOUNDATION .fl UN-REINFORCED _ WOOD FRAME (L.O. 5TL. - SPACE GRAWLSPAGE n- ! ? J ? _ - - _ GONG. SLAB �0 U DROPPED BM. DROPPED BM.� v r- C_ Z WHEN APPLICABLE) w ® 120 S.F. w ® - -N 00 N 0tu 0 L Lo- - - - za® CD C O O _C Lr)77 (2) 2"xV- P.T. HDR. (2) 2"x8'_P.T. HDR. PROVIDE SIMP50N Di -c N -� p JOIST HANGERS TO p Q O � 0 I= 1 ALL NEW BEAMS EXIST. OIL TANK n l �� AND JOIST 1-1-1? �f I � (2) 1.75"x7.5" LVL HDR. -0 (PROP) - x O EXIST. �ROppE N ® HW ""t""- — (5) 2"x8" BELOW BASEMENT _ �— �15T•4'X6 w ' POST ABOVE �*_�a " V I Ifni, EXIST. 4"xb" DROPPED � -UNHEATED- EXIST.EXIST. W EXIST. 2"x8" F.J. j 1, _-in= p x O ELECTRIC B x p -� r O � cv PANEL N W - f1_ 1 — Imo --® ® m ® U~)p iftr � � IQ � W • I (2)17, .Z�ss3'LQrL�lPR• AIR 2 2"x8" P.T. HANDLER ( ) U � - - - �.75"x7.5" LVL HDR. NEW �- - - - (PROP.) UP EXIST. (2) 2"x8" 1 -i Q t0 O p NEW 2"xb" - _ DROPPED -i EXIST. 2"x8" F.J. , , • PROVIDE O NEW PROPOSED x P.T. D.J. u 200 S.F. SPACE;2 Q ® 16" O.G. - FOUNDATION VENT x=GRAWL5PAGE CRAWL n I6' O.G. ' v BLUESTONE PATIO ABOVE FOR EVERY <+- " N x O 2005E OF 3 ® UN-REINFORCED p - cV II FOUNDATION z GONG. SLAB I 4. ® REPLACEMENT NEW 52"W x 14" H SPACE [HOPPER WINDOW HOPPER WINDOW — Lu — — I L a D. BOTTOM R15E GONG. 1 STEPS;PROVIDE GONG. __ RISERS AND TREAD W/ STONE FIN15H II PROP05ED FOUNDATION STRUCTURAL PLAN 50ALE: 1/4" = 1'-0" I j j I I � o N ® _ PROPOSED � I -- ----------- --- ---- PATIO w Z I � ' NEW 6'xOUT 6' (2) L15"x7.5" LVL FLUSH > -- --- - -- - SHOWER HDR (PROP) m n W Lu NEW 2"x8" F.J. PROP. v 1 --- -- GL. ® 16' O.G. - - -- --- --- -- v O ui NEW 2"x8" F.J. --- _-- _ `x' Q ® I6" O.G. cV ® 0 \ z PROP. WOOD STOOF PROJECT: I J -CENTER ON STOOP^• I �� 4 - -� 24" �4"KNE 24" PROP. J p ----_—-- - - --- -__ PANTRY001 BEDROOM I -- -- --- -- -- Q -= I r I I ADDITION SISTER 2"x F.J. TO EXI5T 1 i SISTER. 2"x8" F.J. TO EXIST m ® O.G. NEW I l 1 DBL. F.J. DN f ° (2) 2"xb" G.T. EVERY THIRD R.R. 165 ROGERS ROAD DBL. F.J. BELOW WALL ABOVE - ® ® Qa= GLAD WITH WOOD TO MATCH FL. DPRO ROOM SOUTHOLD, NY 11971 (2) 1.75"x-!.5" LVL HDR. R� x 4 m r"'A }0 1 1 DRAWING--TITLE:_—_— DBL. F.J. BELOW WALL ABOVE x OC PROPOSED STRUCTURAL PLAN BATHROOM I =i - — MODIFIED I ! -- ,�= LIVING ROOM v -� PRO HA PROP.WAY ® ® Z, OPEN ABOVE Liv Q 1 G . - > j ISLAND --IL PAGE: W I Q I PROP. � NE --- ---n GL. * UP I 1 1 a 101000 L > DSL. F.J. z - �- I�z PROP. ll OYER - - w fill PROPOSED J z cv MUDROOMtu MODIFIED KITCHEN DATE: 08/10/22 13 OF 15 V COVERED - (2) 2"x6" G.T. EVERY THIRD R.R. 1 9 O _ PORCH - GLAD WITH WOOD TO MATCH FL. EXIST. 2"x8" F.J. EXIST. 2"x8" F.J. L ® I6" O.G. ® I6" O.G. NEW 2"x8" F.J. ® (2) 1:75"x9.5" LVL-HDR. -- -- ----- --------- 1 ® I6" O.G. z (PROP);WRAP W. Ix AZEK - - -� 01-3), ��/ -' �`�}AR $— - - •--B 1 i\ Zej A o (P 03-4 z m OF Nm a FROPOSEI7 FOUNDATION STRUOTURAL FLAN SCALE: 1/4" = 1'-0" 5ENERAL FERAL SNr�BBOL <E)" : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q WOOD FRAME (L.O. STL. W L WHEN APPLICABLE) EXISTING TO REMAIN -J a NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 12'-o STL. WHEN APPLICABLE) 5'-4" II'-1" ,-0 4-0" Q 'E NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - O u) O WOOD FRAME (L.G. STL. P05T FOR 4" WALLS - _O (c)WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL n -p r- O POST FOR 6 U WALLS), .O.N. ( NEw 2"xa" G.J. NEW 2-HR FIRE RATED ® 16" O.G. I WOOD FRAME (L.a 5TL. 4 PROP. O c Z WHEN APPLICABLE) NEw 2"x8" G.J. ALCOVE a" •O � N >1 U I f 7C 1 s0 ++ Lo PROP. _ ►n BEDROOM 2 N +' i — - - - -- - - -- -- - - --- --- C .. _ � - - - - — — Q � :2O II 11 Il 11 I 4 I � /� � I � 1► DBL. TO VN ! HDR ATT ROOF r- " HDR �+- - PROP. PROP. PRnOP. - ® ® > DBL. POST TO `fl I V 4 HDR AT ROOF NEN 2"x8" G.J. --- ® 16" O.G. PROP. I ! HALLWAY II O PROP. 1�2'-3y213 / \ BEDROOM 3 m N, nor n \ 4 ! NEN 2"x8" G.J. - A HROOM 2 ® 16" O.G. T l [37NEH 2"x8" G.J. T ® I6" O.G. !V \ bo� - -- - -- - - - - - - - - -- - -I - y:2 I FROPOSEO) SEGONI7 FLOOR STRUCTURAL PLAN SCALE: 1/4" = I'-O" I j — ui 12:12 PITCH F �'— NEW 2"x10" R.R. 0 NE ® 16" O.G. ! U w 2"x10" R.R. ® 16" O.G. 2 1 15"x9.5" LVL HEADER _ LF-- --- a Ell Lu Q 1212 PITCH cV ® Q = > w v I PROJECT: 4:12 PITCH �, /I X = `�,- �� x I 0'I-IAISA 12:12 PITCH 12:12 PITCH �0 I Q; �I �V t j DBL. POST TO n W ® 9 I ADDITION HDR AT ROOF dJ dj �`)- a W I \<r::,X'17ENSION J EXIST. RIDGE l� EXIST. R.R. - — — - NEw 2"x8" R.R. 0 ® 16" O.G. I I ® 16" o.c. n ( � � 1 3: � � 165 ROGERS ROAD EXIST. RIDGE RIDGE EXTENSION EXIST. R. IY " o SOUTHOLD, NY 11971 w n N DBL. POST TO I w HDR ® I DRAWING TITLE: I AT ROOF * � � � r_-- '�.�� I PROPOSED STRUCTURAL PLAN 4:12 PITCH - ( v K lz z - r NEw 2"x10" R.R. I = = MATCH EXIST. R.R. N ® 16" O.G. 0. z ® 0. ! IWC N N �0 — w 2"xa" .R. �; �; PAGE: ® 14 16" O.C. 12:12 PITCH r r 12:12 PITCH 12:12 PITCH EXTEND WALL UP TO R.R. moo MATCH EXIST. R.R. 12:12 PITCH NEN 2"xl R.R. DATE: 08/10/22 14 OF 1" , - - -- - - -- - — - - - 10 L 0 0374 FROFOSMD ROOF STRUOTURAL PLAN 50ALE: 1/4" = 1'-0" Q W Ld v w Q +/ u') 0 rn w v' VJ Ir- I O c Z w N >, :2 U 1 O O -4-j %4J ..0 O ++ L0 nnQ OHO U � m � I 4" FRESH AIR VENT O IL tL I L THROUGH ROOF O O I I I I 1 - - -- ---- - I FULL BATH 2 FULL BATH 2 NOTE: 1 _ 2" ALL PLUMBING WORK NOTE: r _- ___ w SHALL CONFORM TO ALL PLUMBING d O 1 I I -� O LOCAL PLUMBING GORE FUEL OA5 WORK 1 1 �� 12 O 12 1 1 IL I I SHALL CONFORM L TO LOCAL I I ,1 PROVIDE "ABE5C0 FF200 FR 1 Q { 1 Q I I K LEGEND PLUMBING CODE d A I 1 I 2 EXPANDING FOAM" (OR EQUAL) O z FUEL GAS I 1 I AT ALL PENETRATIONS IN FIRE ,jjI I Iv W.G. v HOT WATER N I I RATED WALLS AND 0 21 :U =I I------ i SUPPLY 1 1^l1C• 1 FLOORS/GEILING5. PRODUCT ' I 1= w � I 1 I- CONFORMS TO ASTM E 814, -c\vl :N SHOWER cV I �N pmt N PIPING PENETRATIONS: 4 SHOWERI 1�- -I I- I GOLD WATER I. PROVIDE "ABE500 FF200 FR I I A5TM E 84,AND UL 1411 -- � �_----_-_-- - - �-- -- - - � SUPPLY --- - ------ - -- - - - - --- - - — EXPANDING FOAM" (OR EQUAL) � --- - — - --- ------ 2 �.._.._.._.._.._.. -..-..-...�y.-..-..-__-__-..-.._.._.._ �.. AT ALL PENETRATIONS AT WALLS I G.O. -- — — - -- � 1 --- ---- - - AND FLOORS/CEILINGS. —- - - -- PROVIDE "ABESGO FP200 FR 2.PRODUCT CONFORMS TO ASTM E EXPANDING FOAM" (OR EQUAL) 814,ASTM E 84, AND UL 1471 LAUNDRY FULL BATH I KITCHEN NOTE. 1 I AT ALL PENETRATIONS IN FIRE 2 _ ALL PLUMBING WORK LAUNDRY FULL BATH I KITCHEN 1 RATED HALLS AND ---, SHALL CONFORM TO LOCAL PLUMBING CODE a0 1 CONFORMS ITO A5TM E 614,PRODUCT Qr O r 12" O 1 Q4 I ASTM E 84, AND UL 14"11 O 2 I 2 1 I GLEAN OUT 1 Q4 I j O LAUNDRY KITCHEN EXIST. IL 1I ( F FREESTANDING I I 3" AS REOV I i I OUT SHOWER F- 1 2 O� i t 1 5 j U1 PROPANE TANKS Z p� z >L 1 PROVIDE F.A.I. 113 I 1 I� V �I I�T- 11 � W W C. i I j v1 :v i I .v W.G. I v iv 1 RANGE 2 ISHOWER 1-�" 1 I- N I n AlNI SHOWER n I �� m ivl Ic\V II I _ I OUT SHOWER wnsHER I- �I I- Q4 � DW �I WASHER - - I — _I— -- ! 1 -I 1�{ 2I APRYER — -- 1 - - - 2 3 ----- ' - --- -------- 1 - I 1= - Elul -.._.._.._..-_.-4. -- QI - j --- - G.O. G p, CONNECT TO ,� EXIST. WATER II GAS SUPPLY 4" HOUSE SUPPLY SYSTEM �I j FREESTANDING Q MAIN DRAIN C.O. TO DRYWELL I11 I 1 OIL TANK TO STREET 0 „ Z B I (WATER MAIN `I TO SEPTIC �I + PROJECT: SYSTEM II . _.._..� w <m .. < O'HARA N ADDITION w EXIST. ----- -- - -- -- - BOILER ---------------- ----- 165 ROGERS ROAD FL.UMB I NC RISER - r7)RA I N / NASTE / VENT FLUME31 NO RISER - SUFFL)' CCAS RISER - SUPPLY' SOUTHOLD, NY 11971 50ALE: NT5 50ALE: NTS 50ALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: ors :1000 DATE: 08/10/22 15 OF 15 C? o� Q�74C 1C7' Gr N��`�