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HomeMy WebLinkAbout47223-Z uFfa� cpG Town of Southold 11/18/2022 y� P.O.Box 1179 53095 Main Rd oSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43621 Date: 11/18/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 235 Rogers Rd, Southold SCTM#: 473889 Sec/Block/Lot: 66.-2-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/18/2021 pursuant to which Building Permit No. 47223 dated 12/14/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions including covered front porch rear covered porch extension second floor covered porch with pergola and"as built"finished basement with half bath,to existing single family dwelling as applied for. The certificate is issued to Sloan, Cliff&Wyndy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47223 11/16/2022 PLUMBERS CERTIFICATION DATED 8/26/2022 nR ftItIrking&Hea g Inc A ho ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47223 Date: 12/14/2021 Permission is hereby granted to: Sloan, Cliff 165 Perry St Apt 2A New York, NY 10014 To: Construction of additions and alterations to existing single family dwelling, and legalize as built finished basement, as applied for. Existing first floor exterior walls- framing, insulation and,drywall all to remain as per architect. At premises located at: 235 Rogers Rd, Southold SCTM #473889 Sec/Block/Lot# 66.-2-23 Pursuant to application dated 11/18/2021 and approved by the Building Inspector. To expire on 6/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,060.80 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $968.00 CO-ADDITION TO DWELLING $50.00 Total: $2,078.80 Building Inspector sOUr�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cliff Sloan Address: 235 Rogers Rd city:Southold st: NY zip: 11971 Building Permit#: 47223 Section: 66 Block: 2 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 13 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 8 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 61 CO2 Detectors 3 Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 16' 4'LED Exit Fixtures 11 Pump Other Equipment: .Electric Floor Heat, Mini Split, Mini Fridge, Fridge, Oven, DW, Micro, Hood, W/D 200A Panel 30 Circuit/ 30 Used, 100A Sub 24 Circuit/ 15 Used Notes: New Two Story w/ Finished Basement Inspector Signature: C Date: November 16, 2022 S. Devlin-Cert Electrical Compliance Form Town.HallAanex. _ Telephone-(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.'Box 1179 '.• :4 Southold,NY 11971.0959f �. : BUILDING DEPARTMENT • t TOWN OF SOUTHOLD WY gERT.IF.ICATI.ON Date: .Buildin Permit No: g' i Owner: S DGiy� -0lease,print) -.-Plumber:. (Please pcin 1 I certify that the solder used in the water supply system contains less than 2)10-of 1% j lead: 1l+ f krwmoem Signature) Swom to before:me this day 0 v� x� Notary,Public, LCRWA LAMS Nanny Pott 8t ft d NewYak #01 LAS179M Ouellfled h S ftk Counly Term EI=DeambW 31. f oFso�ly° 2�� # # TOWN OF SOUTHOLD BUILDING DEP S co 765-1802 INSPECTION [ ] FOUNDATION 1ST _ [ ] ROUGH PLBG. [ ] FOUNDATION 2ND : [ ] INSULATION/CAULKING [' ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PREF C/O REMARKS: /-o rr-eso c/ f rr La e DATE INSPECTOR pF SOGIh°� TOWN OF SOUTHOLD BUILDING DEPT. cou631-76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: COAknvilb- pvo -10 QAAkw(7vociG�Jn &6t4 (v W. �m �t4 � v P � tc� < -tyv Mzo Al DVL Wen, fo ov% mw DATE 'Y Y1/ AINSPECTOR # # TOWN OF SOUTHOLD BUILDINGIPT. �`y�OUrm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [� ]` PRE C/O [ ] RENTAL REMARKS: --T we :a-fivCy v� . AA O _ tea ar �. iA 44 et^J ilA^ ok IV lb a 4 em DATE /o / 2 INSPECTOR A M P Arch i to ct u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 2ot',2022 OCT 21 2022 Southold Town Building Department P.0 Box 1179 13UELDWG DEPT. Southold NY 11971 'SOWN OF SO TTHOLD RE: Sloan Residence 235 Rogers Road Southold NY 11971 To Whom it May Concern, Based on my inspection at the above address the house foundation,framing,strapping,and rough plumbing were completed per the architectural plans and per NYS Building Code. Please contact my office if you have any questions. Sincerely, Anthony Portillo. RA G NA 037 0') �oF Page 1 of 1 Y `_ . . � �� ;Y x � s .� r 'W 4 {{I i 1 ` � ,i • 1 • i 1 ;1 ii i" �".�� s oaT�I ol 7.1! i► All` Rol WM • 9 / 0 0 1 9 win Emma.7 • o5u roc . o� oA TOWN OF SOUTHOLD—BUILDING DEPARTMENT N gtrr z, 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.Pov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E (C n/7 E PERMIT NO. �� Building Inspector: Do Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:11/18/21 OWNER(S) OF PROPERTY: Name:Cliff Sloan SCTM #1000-66-2-23 Project Address:235 Rogers Rd Southold NY Phone#:917-776-7823 Email:Cliffasl,oan@gmail.com Mailing Address:235 Rogers Rd Southold NY CONTACT PERSON: Name:AMP Architecture Mailing Address:1075 Franklinville Rd Laurel NY Phone#:516-214-0160 a Emil: u jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address:1075 Franklinville Rd Laurel NY Phone#:516-214-0160 Email:a Ortlll0 am ar _.- .- — - - it - p. ilu..@. ._ p- _chitect.com .. _.- CONTRACTOR INFORMATION: _ Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION " ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other $ F ll the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. @ Check Fox After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS.HEREBY MADE to the Building Department for the issuance'of a Building Permit pursuant.to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statementsmade herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print na e):AM Architecture @Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) S : COUNTY OF � JOSS -J C-being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (A-t— (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 knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _day of 20 Si �41102c,,�PubIic • 0R Odowsk-1 *��NonMy't Notary Pubkic State ofNew york PROPERTY OWNER ALJTH®R6��TP���t. 392 `*� Qo.okedinS Suffolk I�UBLIC ; Qualified�Suffolk county / i��Y"roP�.. ` Coltuntssto�l Expires 05/13/205 (Where the applicant is not the owner) �IM1 235 Rogers Road Jresiding at235 Southold do hereby authorize AMP Architecture toa apply Y on my behalf to a Town of Southold Building Department for approval as described herein. o - Owner's Signature Dafe // 5/0 z;-t Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN-OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a4southoidtownny.gov — seand2southoldtownny.cloy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: !S�–Arl ao Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:gs 1641 @aol.com Elec. Phone No: 516 848 5616 [D I request an email copy of Certificate of Compliance Elec. Address.: PO Box 215, Southold, NY JOB SITE INFORMATION (All Information Required) Name: Address: > Cross Street: Phone No.: Bldg.Permit 7 a 0,.) 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOQTAGE (Please Print Clearly): LJ ho ucr k OS[=- Ci � 2- 6-+LCQ Ft, ) Rio _J Circle All That Apply: f—Square Footage: =77Z Is job ready for inspection?: YES ❑NO XRough In E] Final Do you need a Temp Certificate?: YESXNO Issued On Temp Information: (All information required) Service'SizeF_11 Ph❑3 Ph Size: A # Meters Old Meterft ONew Service[]Fire Reconnect[]Flood Reconnect Elservice Reconnect[Underground Coverhead # Underground Laterals F]1__D2 H Frame Pole Work done on Service? F_�Y N Additional Information: lr?(1.5—11f�16 SEa-u C,5, tj 144 Aj e�, PAYMENT DUE WITH APPLICATION 00 . S ffQ &� BUILDING DEPARTMENT- Electrical Inspector TOWN SOUTHO,LD'' ; Town Hall Annex:` 54375 Main Road - PO-Box'1.179 "7 Southold; New'York 11.971-.0959 v ;y , Telephone (631;) 765=1802 - FAX (631) 76;5=9502 rogerr(a-southoldtownny.gov — sea nd(aD_southoldtownny.g ov APPLICATION FOR ELECTRICAL INSPECTION y ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: ' License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE.INFORMATION (All Information`Required) . Name: Addres- s: o- Cross Street: Phone No.: Bldg.Permit#: 4-7 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): . Square Footage: Circle All That Apply: Is job ready for inspection?: YES F—] NO F—]Rough In Final Do you need a Temp Certificate?: F-� YES ❑ NO Issued On Temp Information: (All information required) Service Size01 PhF—]3 Ph Size: A # Meters Old Meter# [—]New Service0 Fire ReconnectOFlood ReconnectOService Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: SwitchestA r Outlets i GFI's : � Surface r �� Sconces H H's o' 4$j 11 uCLts �o � .�fd � /6 t\� Fridge HW Fans f� Exhaust Oven W/D ��I Smokes DW = Mini ' ti Carbon Micro I Generator Combo Cooktop 'Transfer AC AH Hood ` Service / Amps avb Use 1 Special: r 2 r Comments , \ ' ¢g" Town Hall AnnexTelephone(631)765-1802 54375 Main Road ¢ Fax(631)765-9502 P.O. Box 1179 ; Southold, NY 11971-0959 lip BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 11/18/21 Owner: Cliff Sloan ;. Location of Property: . _ Q357 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor Vanoof R)7 Signature:Name (person submform): 5YP Architecture,Jess Magee Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 RCHIiECNRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 � Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 November 18,2021 (� �n ® E C E 0 V Town of Southold NOV 1 8 2021 P.O. Box 1179 Southold NY 11971 TOWN OF SOU HOLD RE:Sloan Residence 235 Rogers Rd Southold NY To Whom It May Concern, Enclosed please find a Building Permit application for the above address. We also handed in a denial application for their pool and this set coincides with why the lot coverage will be over for the pool. Please contact our office if you have any questions. Thank you, Jess Magee SITE PLAN HATCH KEY: 1DRAINAOE CALCULATIONS a U PROP05ED BUILDING ADDITION DRAINAGE SYSTEM CALCULATIONS NEW IMPERVIOUS SURFACE AREA= 1,535 Sq,. Ft. ' PROP05ED ACCESSORY STRUCTURE 1,535 Sq,. Ft. X 0.1'7= 261 0 J 261/42.2= 6.2 VERTICAL FT. OF 8' DIA POOL REQUIRED W CN PROPOSED SECOND STORY PROVIDE (1) 8' DIA. X 5' 4 (1) 8' DIA. X 2' STORM DRAIN POOLS W gni Q ,. DRYWELL/DRAINAGE STRUCTURE NOTE: W >- � � W- Z A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN WATER SERVICE 0 F Z LINE/LATERAL5/MAIN5/5EPTIC/LEACHING /SEWER AND THE EDGE OF ALL H 3: >- 5TORMWATER DRAINAGEJ F-• J LEACHING -j 6� O STRUCTURES O O F j Q E E� . O LEADER NOTE: jf�� (L LO � CONNECT ALL LEADERS COMING FROM GUTTERS TO NEAREST DRYWELL. Z d' m FIRST FLOOR RENOVATION TO EXISTINO SINOLE FAMILY (5-00 1 .00 PROJECT LOCATION &SCOPE o RAS I DNG SITE PLAN & ZONING DATA p NEW SECOND FLOOR ADDITION Q w AS-5U I LT HAE3I TABLE 5ASEMENT �-QQ� ,QQ GENERAL NOTES J 00 �'xddltion ENERGY TABLE z 0) aI ayg rjeation - - • STRUCTURAL DESIGN CHARTS Y o Be FRO�E�T DATA • Q z 4 APPROVED bS NOTED v �5 (5-005.00 HOLDOWN, ANCHOR BOLT, cr N 529039'20"E _ _ _ _ _ _ _ 85.01 DATE: o2 Bp �� y1 STRAPPING & NAILING DETAILS W W � LOI>r1H _ FASTENING SCHEDULE I` _ LO \ PROJ SGT / ZC�N l NG 1�fSrTA 0 J O o FEE: a •� BY: + m O NOTIFY BUILDING DEPARTMENT AT O� TAX MAP # 1000-66-02-23 _®®L�..®® m 765-1802 8 AM TO 4 PM FOR THE FRAMING GRAPHICS FOLLOWING INSPECTIONS: • �\ ` ZONING DISTRICT R-40 NON-CONFORMING BEAM CONNECTION PATTERNS I. FOUNDATION • TWO REQUIRED p� O W FOR POURED CONCRETE LOT AREA 0.3 ACRES FIREBLOCKING DETAILS 2. ROUGH = FRAMING & PLUMBING GofO - DWELLING 4 REAR 12/19/03 U � N z-29925;3. INSULATION COVERED PATIO • PROPOSED DEMOLITION PLAN 4. FINAL • CONSTRUCTION MUST � GofO - ACCESSORY GARAGE W/ W I2/I9/o3 v BE COMPLETE FOR C.O. FULL BATHROOM Z-29924; PROPOSED FOUNDATION PLAN � _ ALL CONSTRUCTION SHALL MEET THE `' GvfO - DECK ADDITION YORK STATENEW 8 V REQUIREMENTS OF THE CODES OF OJTDOOR SHOWER 38187; 03/30/16 '� 1 Q . NOT RESPONSIBLE FOR � �t- 102 .00 PROPOSED FIRST FLOOR PLAN VV U(D L R\� E U(D DESIGN OR CONSTRUCTION ERRORS. U HABITABLE 5PACE EXISTING PROP05ED BASEMENT AREA O S.F. '755 S.F. Q �J ;`t! �' FIRST FLOOR AREA 1,152 S.F. 1,200 S.F. r!° - I OBJ.00 PROPOSED SECOND FLOOR PLAN 35' REAR YARD 5ETB ,< \ EXISTING p, ` � ` USE IS �� •` F U L SECOND FLOOR AREA 0 S.F. 500 S.F. SHED FI r' kr. � HOUT CER T IE nP E m I TOTAL BEDROOM COUNT 3 3 WATER, %% EXISTING OF lxCC i /'►t L -2Q I ,OO ELECTRIC � UTDOOR / PROPOSED EXTERIOR ELEVATIONS GABLE LINES \\ SHOWER LOT GOl ERAOE \\\\ I _.....-_. __ LOT Q /// CCfiw PLY VVI TH ALL CODES OF DESCRIPTION (FOOTPRINT) AREA COVERAGE m �� NEW YORK S ATE & TOWN CODES �c-��j •QQ BUILDING SECTIONS AS REQUIRE AND CONDITIONS OF TOTAL LOT AREA 13855.0 S.F. SOUTHOLD TOWN ZBA EKISTIN'3 DWELLING 1,25"1.0 S.F. 9.19t; LU (��/ EXISTING I SOItTHOIDTOWN PIRNN!NGBOARD EXI5TIN5 REAR COVERED PATIO 236.0 S.F. I.'7% - � III ACCESSORY SOUTHOLO TOWN TRUSTEES - O I ,O O DESIGN DETAILS I BU'!_DING EXI5TIN5 ACCESSORY BUILDING 462.0 S.F. 3.3% 111\ NA.S.DEC EXISTIN'5 SHED 81.5 S.F. 0.6% PROP05ED DWELLING ADDITION 25.0 S.F. 0.2% -- 5.0' 8'X2' I ��� PROP05ED FRONT COVERED 295.o S.F. 2.1� A-402 .00 DESIGN DETAILS MIN. �� D.W. �' SO \�\ '(�(J$$PLACARDING REQUIRED PORCH PROPOSED REAR COVERED ,� PORCH EXTENSION O.74b / RETAIPI STOR',A WATER RUNOFF /! I PURSUA�'dT TO CHAPTER 236 TOTAL AREA OF ALL STRUCTURES 2451.5 S.F. 11.1% �J- I O ( .00 PROPOSED STRUCTURAL PLANS 3p EXISTING BRICK EXISTING COVERED / 1- OF THE TOWN CODE. **MAXIMUM LOT COVERAGE ALLOWED - 2090 v) 2O� PATIO ® GRADE; / u� < 8" HIGH PATIO PROPOSED / COVERED PATIO I F�EOU I R.EP 5ETBAGKS -- MAIN BU I LE,>I N6 rnr=n/ EXTENSION - 0 REQUIRED EXIST. PROP05ED COMPLIES S-• 102.00 PROPOSED STRUCTURAL PLANS n•I' / ni exterior lighting Ib.r \ `\ % 36.9'::% � X�\.x °; fn �alled, replaced or W \ p FRONT YARD 35.0' 49.2' 42.0' YES r\. t. X\ - I repaired shall conform DWV/ WATER SUPPLY RISER o `' SIDE YARD 10.0' 16.11 16.1' YES V,� 'Y ,�- >�, � "��� v to Chapter 172 'l ` of the Town Code - '` i I BOTH SIDE YARDS 25.0' 33.2' YES GAS RISER PROJECT: y EXISTING 1 STORY Cx; >�t q R=AR YARD 35.0' '13.6' '13.6' YES EXISTING I STORY DWELLING W/ � Y✓ x� N PLUMBER CERTIFICATION --- _ DWELLING \ kPROP05ED SECOND x\' `r \ STORY ADDITION ON LEAD CONTENT BEFORE SLOAN EXISTING ;; I CERTIFICATE OF OCCUPANCY PROPANE > SOLDER USED IN WATER RENOVATION TANK k ° SUPPLY SYSTEM CANNOT 2 10 OF 1%LEAD. Must Provide EXCEED 1 p de Manu�.t,, Ib.l %, �%/ j" �' % 1/� ; %% D,J and S as per 235 ROGERS ROAD � , , : NYS Ener C SOUTHOLD N.Y. 11971 PROPOSED FIRST ode FL00R ADDITION PROPOSED / % /36.9' ;�i/ COVERED PORCH -- ,� ,;:.:, I'ci= Ic CO' r 16.0 =v . DRAWING TITLE: \` ,as ,. Mt ,v\\\ ::` :,,\ 3 M, '� rA..1�, a \ +. \.. s�° as , y y P LOCATION E, PROJECT &SCOPE a= \� a +per, ` ,.s,„' a \� �+:'•; \p\ +w.:�. I \\, \^ \\� �wz yvat ;a�, ip... �Z"<i+, 35' FRONT YARD - \\. >... : ... ,\� . -°` e��\. �-. ,>'': o� `� ��?�\`�" I I ,. :.:; F: . . SITE PLAN & ZONING DATA .c:. + .. �., .. .� .�l�yy:^°�'•':\i \. SETBACK \ ,.\ s ,• a;.: \ 1, \\.`.` •f.\.� SA ..�.._' .dam• i. <kk .x'e\\< \ a _\..\\. .°�,'� \. :3a� �.\�`•\ ._\. xxF qq ,:fix' `C\ '.1,77 PAGE: lu �, .a^. \,�w;. yAc" , ^ tt � .:..'R, , -e! 7 a•.a , I / ua. c. \ - \ v :aS+. ] 0. p� <\\\` \F.` zla xk�. •`v' '... 4.r'0 � \\ G-001m00 � .»`:.. / &N, 29�y�+, ': ? ' +era{' � 3\`. °. \\ k.,a 'n� .,. `d� Sd7lia.. .:t .: / Z . �> \. f nro / , ,n EXIST. J ' V €a w .`T Qw z SEPTIC V I PLAN NOTE: � - �- p ., :�K «��`� :F.. ,... °' '_ .� I� ,\. �„ � ', ' DA CONTRACTOR TO VERIFY X ,\ `� "€<-� � °�� '� ., DATE: 11/18/21 1 OF 14 111 w \ '" s ice. •a, " '+ i LOCATIONS OF WATER SUPPLY , �+.., ' �' <� »`� � '.,.`:` _ � . Y+.... tq �: .. .. _ a 8 SEPTIC LINES PRIOR TO e. 11.1 �. `. sa' � � �` o� ••\ '�#^ rz." q WORK COMMENCEMENT OF k �' :.�...� : 0o 3 \ \\ ' ` .moi . ., a 4 � �� ^ :C\\ :\ N m . �f FRONT ADDITIONS _ y g; I - SITE LAYOUT NOTES: � �� .\ '_. '" ` + p O '`' <>\ N �Y I. THIS 15 AN ARCHITECTS SITE PLAN 4 15 ��• � ;... ., t, F ki . $'4,.,.�...\..\ .`. ..ani�..� <� a a� O SUBJECT TO VERIFICATION BY A LICENSED �� ��`.a>" : x `:� \' � O SURVEYOR. THE INFORMATION s� ::'.: :: sem;. £., ;+=:`; ,•,_' ,< Z REPRESENTED ON THIS SITE PLAN IS TO THE '`^ < ., +.:r •, '�.:,:,. ., ,�` � „^�::�:� ".�, O w• a` \., ifs 1 � ��'< � :. .S: <,a, �.+ k,�>:,+:\ .°�, ter' m� ARCHITECTS BEST OF KNOWLEDGE. �:` ..ry ll1 ,.F..i ,, r "`„'. ' _ '. ',�'"� � a :.';�r�z,��3. S. Nik S " e A r O c �:..., v\\,:�\�.ev -a<' eam"\\aa .�+,. ..yw '..?a:.,: `.1.,5 '.--'.t"i'�.°`a" 'www'>' '' .m�•."; 9 39 20 W 85.0 2. SURVEY INFORMATION WAS OBTAINED �'�": '.:...RF 2. yy� �._� \. FROM A SURVEY DATED OCTOBER 25 ` . : :. 2003 AND PREPARED BY: \. R J� JOHN GALLAGHER AND SURVEYOR 59 FLORENCE DRIVE 51TE FLI-�I�l MANORVILLE, N.Y. 1194a LOCATION MAP (631) 8"14-0400 SCALE: 1" = 10'-0" 50ALE: NTS NOTF_S � SPF_C 1 F 1 CATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS A55RE y I AT I ONS (L O IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = b'75) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 To BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. 0 OTHER.WI5E NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TOGETHER AT ALL TIMES. IT Is ALSO THE coNTRAcrOR's RESPONSIBILITY To READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND NNDOW5 SHALL NOT BE INSTALLED UNTIL PROPER BD. BOARD IN5UL. INSULATION � i_- � SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. W ,, Z O BFE BASE FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W = N 6REATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS, SKYLI6HT5, AND ANY 6LA55 UNIT INSTALLED J H GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LA55, BLDG. BUILDING K KIPS (1000 LBS) `: F- ri I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLE55 OTHERWISE NOTED. � W APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM BEAM MANU. SPEC.s MANUFACTURERS SPECIFICATIONS Q W >; APPLICABLE AS A DERIVED WORK). 4. ALL &LA55 UNITS 5HALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM O Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. i. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, Z STRUCTURE/SITE SHALL BE FIELD VE=RIFIED BY 6ENER.AL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM MEGH. MEGHANIGAL -j ' _ PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, ,J � 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. - -- _- -- II.- 5. I- J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM H Lo Y AND AUTHORITIES HAVING JURISDIG'TION. RULES SPECIFIED IN 1.1 THROUGH 1.8. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR f O O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LAS5 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 �I NORTH AMERICAN VERTICAL DATUM OF 1988 1 0 O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, (L Lo IIx OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE m •7. ALL BEAMS, 6IRDER5, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE GRAOEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 50REEN5 AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. Z 5. ANY OMI5510N5 OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER 1 0 SHALL BE CLARIFIED WITH THE ARCHITEOVENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWI5E NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 DBL. DOUBLE OCG. OCCUPANCY WITH THE WORK. 5 YEARS. 0 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 9. ALL WA• WOOD 51LL5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE 6RDIN6 AGENCY WHICH COMPLIES WITH THE Z b. NO DEVIATIONS OR CHANGES IT THE STRUCTURAL SYSTEM SHALL BE MADE PT REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 9W. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARGHITE=GT/ENGINEER. ANOTHER WINDOMANUFACTURER, IT IS5 THE RESPJ RESPONSIBILITY OF THE 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE J 00 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS - ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2 THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED CS OF THE ANDERSEN WINDOW SPECIFIED. THE > Rt O BEFORE THE START OF FRAMING ROOF AND 15 OF COX &RADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DF-51ON PRESSURE, D.J. DECK JOISTS PL. PLATE Z 07 0 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U- OR, LIGHT AREA,VENT AREA, AND EGRESS J vi 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. EA. EACH PLYWD. PLYWOOD Y vi 0 WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 Z �.• d' 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 TEMPERED 6LAS5. Q Z r 10. OWNER/BUILDER ARE RESPON5I5LE FOR ALL INSPECTIONS, APPROVALS, C7 DOCUMENT, THE 0VERNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED Ix J CV CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS II. EXTERIOR &LAZING 5HALL BE PROTECTED FROM WINDBORNE DEBRIS. -- - -- ___ LL W Cfl APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING RI RISER II. THESE SET OF DRAWINGS ARE THIE PROPERTY OF ANTHONY PORTILLO, RA M15SILE TE5T OF A5TM E1996 AND ASTM EI&bb AS MODIFIED BY 2020 NY5 BG - N Ln AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301 2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR �RM. ROOM 0 Q PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN0. U51NO STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR - r"I J O A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DA5MA 115. F.A.I. FRE514 AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE IXI GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE ------ RE5PON515LE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY V-0". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD 5TRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN V 5HALL _ 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR ITBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS &OVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANGHORACE METHOD SELECTED IN ACCORDANCE WITH TABLE - V NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE 5HALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRA.WINCS, CORROSION-R.E515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED W 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I7. PROVIDE ALL NAILING AND 5TRAPPIN5 ADDRESSED ON PA&E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL J AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR CYP5UM PLUMBING I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM G79 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DKV) FRGS FLOOD RESISTANT GONSTRUGTION ELEVATION Tr TREAD Q } SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC REGULATIONS. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME -1 TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASK HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARGHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AGAINST ALL CLAIMS, DAMAGES, L055ES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AND AT BASE OF VERTICAL WASTE PIPES. FTG• FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 25'; COPPER I.8 STRUCTURAL PANELS: - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRU5HIN6, DIPPING, OR 50AKIN6 UNTIL THE WOOD 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, 510KNES5, D15EA5E OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL FOOT. IS INJURY TO OR DESTRUCTION OF TA1401BLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH ITSELF INCLUDING THE LOSS OR USE: RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY - D15H WASHER.........................................2" HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NIEGLIE ENT ACT OR OMISSION OF THE ETC,. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 0052) PERFORMANCE STANDARD FOR - KITCHEN SINK........................................2" CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE - LAVATORY...............................................2" HNGR HANGER ZR ZONING RESOLUTION BELIABLELOYEV E ANY OF THEM, H ANYONE FOR IT 1 5E AGES ANY R THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - SHOWER/TUB..........................................2" BE LIABLE RE&ARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN 1.9E MICROLAM - TOILET........................................................3" HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND - LAUNDRY .................................................2" - - 15. ALL MATERIALS, A55EMBLIE5, AND METHOD OF GOt,6TRUGTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - FLOOR DRAIN..........................................3" BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMN6, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INGREA5ED TO 4" /�I I �/� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR THROUGH ROOF. INSULATION N I ®N R l�C l� I R I I N T� APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWIN65 22• I-JOIST FLOOR SY5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 7. PROVIDE FROST-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN 4 AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL DRAIN GOOKS AS REQ'D. HOSE BIDS 5HALL BE PROVIDED WITH BACKFLOW _ - CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY PROTECTION. NA.EEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 8. WASTE FROM CLOTHES WA.5HER5 AND LAUNDRY TU55 ARE TO BE PROVIDED COMPONENT PROPOSED DE5ION GODS F_ V PRE50RIPTIVALUE � COMPLIE5 N PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE WITH BACK FLOW PROTECTION. VALUE C 1 TATI ON (PER 2020 NY5E00(f,) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXI5TIN6 WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5L'P''ORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI94.1 CELLULOSIC 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL _ WHICH INTERFERES WITH NEW CONS RUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 MAX. U-VALUE = 0.32 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR FENESTRATION U-VALUE AIR LEAKAGE = 0.30 CFM/5F MAX. AIR LEAKAGE = 0.30 GFM/5F YE5 SPECIFICATIONS, UNLESS NOTED OT'HERKSE. 1.82.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHEZ !N THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. --- THE STUD LENGTH SHALL NOT EXCEED 25% OF TH_ ACTUAL DEPTH. BORED (P5- 1),THE C70VERNINS BUILDING CODE, AND ANY ADDITIONAL NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED CEILING R-VALUE R-4Q BATT INSULATION MIN. R-VALUE = 49 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION NOR ANY POTENTIAL DAMAGE THEREOF. PER TABLE R402.1.2 - CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. - - COPYRI6HT PROTECTION ACT OF 19NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. 90 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SY5TEM 15 USED. THE ELECTRICAL: R-21 BATT INSULATION YES CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM CODES AND REFERENCE STANDAR7: NOTES AND TABLES ON PA&E 6-003 4 G-004. THE FASTENING SCHEDULE TO 2017 NATIONAL ELECTRIC,CODE, NFPA 70 AND 2020 NEW YORK STATE 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2.1. BOLTS: BOLTS 5HALL COMPLY WITH AN51/ASM= B 18.2.1 SQUARE AND ENERGY CONSERVATION CONSTRUCTION CODE. STATE BUILDING CODE, 2020 NEW'YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 50REW5 (INCH SERIES). MIN R-VALUE = 1 (- FLOOR R-VALUE R-30 BATT INSULATION NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2. MPLETI CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON STATE ENERGY CONSERVATION CONSTRUCTION GORE. SHEAR^IALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s). 22�ASME B 8.2.5QUARE AND HEX BOLTS AND SG WS (INCHPSER EISA ANSI/ COMPLETION OF WORK. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMNG, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 0 U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES - &ENERALLY,VERIFY OR PROVIDE HARD WIRED CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN SMOKE DETECTORS NI/BATTERY BACK-UP IN: w (AF4PA) AMERICAN WOOD COUNCIL. (AWG). WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TREATED WOOD 4 FLA5HING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS A. EACH SLEEPINS ROOM 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS 5ET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® B. OUTSIDE OF EACH SEPARATE SLEEPING w EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND AREA IN THE IMMEDIATE VICINITY OF ~ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, 5TRUGTURAL QUALITY, THE BEDROOMS (GENERALLY THE HALLWAY) o MECHANICAL CODE AND 2020 NEIoy YORK STATE FUEL 6AS CODE. WIDE 3 COURSES OF 50LID BRICK MA50NRY CENTERED ® 1-05TIN&, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501.1 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE &OVERNIN6 BUILDIN6 CODE AND ANY G. EVERY LEVEL OF DWELLING CLIMATIC, 4 GEOGRAPHIC MESION CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A SHEARWA.LL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETO) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 5TANDARD 5HEAR4*4ALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG GROUND SNOW LOAD 25 LBS W b" RISE 4 w/(2) g/4"4' BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb'1 STANDARD ALLOWABLE SLOAN SET b" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND LI PAGE VERTICAL C SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKE5, AND STAPLES. STRUCTURAL MEMBER GENERAL WIND PROTECTION CONNECTION NOTES: SITE WORK DEFLECTION BASIC WIND SPEED 13�o MPH ADAPTED FROM STANDARD FOR HURRICANE RE515TANT' RE5IDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND 5TAPLE5 I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR RENOVATION CONSTRUCTION;55ED 10-99 AND 2018 SBO HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE 60VERNINC BUILDING CODE RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 EXP05UR= CATEGORY B .CONSTRUCTION ASPHALT ROOFING 5HINOLE5 AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, L/180 I. A CONTINUOUS LOAD PATH BETINEEN FOOTINGS, FOUNDATION WALLS, I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE OAF-CLA55-A ASPHALT ROOFING MANUFACTURER'S CODE EVALUATION REPORTS. RECEIVE CLARIFICATI014 FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 5EI5MI0 DESIGN CATEGORY B FLOOR5, 5TUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HINOLE5 OR APPROVED EQUAL. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASM= B 18.6.1 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. INTERIOR WALLS 4 PARTITIONS H/180 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE WOOD50REWS (INCH SERIES). STOCKPILE TOPSOIL OETAINED FROM STRIPPING DRIVEWAY AND BUILDING WEATHERING SEVERE 235 ROGERS ROAD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF ]Be, SHALL NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE SITE. STOCKPILE ALL EXCAVATED MATERIALS. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AND WATER BARRIER FROM EDGE OF EAVE TO 24 IN51DE EXTERIOR WALL FLOORS 4 PLASTERED GEILIN55 L/360 FROST LINE DEPTH g'-p" SOUTHOLD N.Y. 11971 LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. MECHANICAL CONNECTIONS: 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 3. METAL PLATES, CONNECTORS, �iGREWS, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 � DIRECTLY TO THE WEATHER OR. SUBJECT TO SALT CORROSION IN COASTAL 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. DRAWING TITLE: 5. PROTECT TREES WITHIN EIGFfT FEET OF THE BUILDING. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 � 1 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS 114TERRUPT WOOD STRUCTURAL PANEL 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA 5PEGIFIED I _ GENERAL NOTES SHEATHING AND 51DINC, FRAMING ANCHORS OR CONNECTORS SHALL BE SPECIFICATIONS. BY "SIMPSON" MANUFACTURER. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5 NAILING OF ROOFING SHALL BE TO GORE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RID6E STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING b. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 PERMITTED LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 7 PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED RAFTERS. 2:12 PITCHES TO 4:12 PITCHES STRUCTURAL DES I C N LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER b. ASPHALT 5HINOLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY THE SEALANT TO UPLIFT FORGES USING A5TM D 6551. G-002mOO 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER USE LIVE LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. DEAD LOAD SPEGIFIGATIONS OF THE PRODUCT REIN& INSTALLED 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED GYPSUM WALL BOARD EXTERIOR BALCONIES 40sf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY p OF I" AND 3"xVx�" WA5HERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE COMPOUND METHOD. ARCHITECT PROVIDED WITHIN b TO 12 INCH!=S OF EACH END OF EACH PLATE. ANCHOR DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONGRETE/MA5ONRY 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLESS 8. ALL CONNECTORS SPECIFIED ASA "SIMPSON" TOP MOUNTED BEAM DATE: 11/111. 2 OF 14 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED PA55ANOER VEHICLE 6ARAOE5 50 psf AS PER PLAN AND AT SPAGIN& NOT EXCEEDING 4' ON CENTER. DEEMED APPLICABLE. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 5. 5/5",ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf (WHERE APPLICABLE) AT HEAT PR.ODUGIN6 EQUIPMENT TO EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING INSULATION ATTICS WITH 5TORA6E (MAX CLEAR HOT > 42") 20 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. FIBF-ROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ROOMS OTHER THAN SLEEPING ROOMS 40 sf 15 sf FOIL TO BE PLACED TOWARD WARM SIDE. p p 4. FINISH JOINTS, J-BEA05,NAIL DIMPLES, CORNERS,AND ED&E5 SHALL BE - TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION SLEEPING ROOMS 30 psf 15 psf TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOUNDATION WATERPROOFING. STAIRS 40 psf IS psf ALL OPENIN55. 3. GENERALLY, UNLESS NOTED OTHERWI5E, INSULATE AS FOLLOWS: 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf y. 6. FASTEN 6YP5UM BOARD A5 PER FASTENING SCHEDULE ON PAGE 6-003. - 9" R-30 FOR FLAT GEILING5 - 5.25" R-300 FOR VAULTED AND CATHEDRAL GEILING5 - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTIONROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I2 Psf FOR ATTIC a - 5.25 R-21 FOR 2"x6" WALL CONSTRUCTION p 15 psf FOR CATH. - 5.25" R-21 FOR FLOORS *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E 7-10 (MINIMUM DEVON LOADS FOR BUILDIN55 AND OTHER STRUCTURES) #�OLeI�Ol�1N DETAILS T'rF I GAL NA L= I NO/STRAFF I NO REOU I RE1MENTS FOR �. /� ¢ LATERAL //�� I I,�I t--� FASTEN I NO 5GHEDULE A Q E v ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L< i F T/ SHEAR, 4 L.A TE R A L. Y �I N L/ RE SS TA N C E NOTE: TH 15 SCHEDULE DOES NOT I NGLUDE NAILING FOR METAL FRAMING STRAPS p �= O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, WZ AND ROUGH OPENING FRAMING REQUIREMENTS) J ? eN-I "ALL 5TRAPPIN6, TO BE V4"x 20 GAUGE** -- "51MP5ON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL 5PEGIFIGATION, IT APPLIES UNLE55 NOTED OTHERWISE ~ � ""U5E 106 NAILS IF 57RAPPINO 15 OVER PLYWOOD; TYP. FOR ALL (5GHEDULE A5 PER AWG 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 5.1) � � t w >_ HOL )O 'A' HOLDONN 'S' FASTENER SPEC. FASTENER NN (n Z GONNEGTION A DESCRIPTION AND QUANTITY SPACING Z FOR NEW 4 EXIST, NA I L I NC O R IJ J F- FOUNDATIONS \ry ROOF $ GE I L I NO FRAM I NO Ln M 0) O I.DIM's ARE ALL MIN.♦'s BASED ON USE OF ONLY A Ibd ENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. O O 0- l.n (5) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE 211 2.WOOD IS ASSUMED TO BE DRAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER U) x F,*2 d BTR. IN DRY USE �.. m HEIGHT 57UD— HEIGHT STUD CONNECTED TO R•R• 2" SERVICE CORNER STUD TRANSFER SHEAR CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER J015T Z ONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O TRANSFER SHEAR SIE ry (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL = o "SIMPSON"AN OR 0 FOR STRAP - 3 8 d COMMON ' . ' • ' • ' • HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP HOEDOWN ANCHOR ® 2-Ibd COMMON 2-I6d COMMON NAILS ® EA. END OF STRAP. • • • Z w LOCATIONS NOTED NAILS ® b O.G. # • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. B ON PLANS 10" O.G. IF BLOCKED • • • • CEILING J015T LAPS OVER PARTITIONS (FACE-NAIL) 5-Ibd COMMON EACH LAP Q J l0' O.G. IF BLOCKED ° CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J G.TIES ' S.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO J 00 CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE f ROOF SPANS OF 24, OR GREATER, x ,sRAPHIG BELoy�U COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE Z � � USE 4 8 d COMMON NAILS ® x "SIMPSON" HDQB "° EA. END OF STRAP FOR ROOF N b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END J HOLDOWN ANCHOR ® , SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED ° a SLOPES OF 5:12 AND GREATER OR 4-1. Y O ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END Q z 4 —� GONNEGTION BI B2 N AT RAFTER TO TOP PLATE TO STUD HALL FRAMING LL W Cfl HOLDOWN INSTALLATION OPTIONS: 14. CONNECTION: i 1` Lf) \ o 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT O Q FOR NEW P. GONG. FOUND.s HOLDOWN CAST IN PLACE w/'7/8"(P THREADED ROD FOR STRAP - 3 S d COMMON NAILS • . EA. END OF STRAP: ' • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s • • SEE WHEN IN TOWN OF ISLIP OR NAILING • • 7/8114 THREADED ROD (PRE-DRILLED)EMBEDDED 12" INTO N07E GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY I • • MAX. NAILING GRID ABOVE UTILIZE �1 • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT .I SIMPSON # H2A (OR EQUAL) RAFTER TIE w Ix (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGE5 ♦ FOR TOENAILING - 3 8 d COMMON NAILS FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME : TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD V 0 CONNECTION w/'1/8"0 THREADED ROD OR ; FOR G.J. TO R.R. - oI 16 d COMMON NAILS REQUIREMENTS FOR "�--•••.�- BOTTOM PLATE TO FLOOR JOIST, BAND J015T, 2-Ibd COMMON 12 PER FOOT ~ V RAISED G.J's(WHEN AT G.J. TO G.J. GONNEGTION: ENDJO15T, or BLOCKING (PAGE-NAIL) = J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW � J HOLDG ONN ' ' HOEDOWN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR FRAMING Q FOR NEW 4 EXIST. FOR NEWLY POURED GONNEGTION GI 02 N JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST FOUNDATIONS \\ FOUNDATION ® ONE STORY ONLY ® (3) :!x FULL NDWALL D BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT STUCORNER STUD h, CONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR G28 . AT STUD TO FLOOR ASSEMBLY "SIMPSON" HD ."�•. .., \ (5) 2x FULL + G2 TO STUD CONNECTION: BLOCKING TO SILL or 3-Ibd COMMON HOEDOWN ANCHOR ® � 2-I6d COMMON HEIGHT STUD • TOP PLATE (TOE-NAIL) EACH BLOCK - LOCATIONS NOTED NAILS ® 6" O.G. d ° ON PLAPdSTFT IO" O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST CORNER POST ° NAILS ® EA. END OF STRAP I JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE d OR 2-I6d GO N ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER JOIST NAILS is 1 " O. . BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ° a , ' ROOF SHEATH I NO STRUCTURALPANELS.INTERIOR ZONE8d COMMON b" EDGE / 12" FIELD "SIMPSON" ST D14RJ GONNEGTION DI D2 B OOKIN6 PERIMETER EDGE ZONE ° 8d COMMON b" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: d i • EA.BAY GABLE ENDWALL RAKE OR RAKE 77ZU55 w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'sG. UP TO 9" RAKE OVERHANG HOLDOWN CAST IN PLACE w/W&� THREADED ROD FOR EXIST. P. GONOR NEWLY CURBED FOUNO.'s AT STUD TO FLOOR A55EMBLY TO 51 LL GE I L I NO SHEATH I NO w ip THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 _ CONCRETE w/"51MPSON" SET(HIGH STRENGTH EPDXY I!2" MIN. x ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT FROM GYPSUM WALLBOARD 5d COOLERS '7 EDGE / 10 FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER FOR STRAP - 3 8 d COMMON NAILS a� EA. � ° ° END OF STRAP (WRAP STRAP UNDER SILL PL.) ONE OR D I ° HALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • • FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN ° ° STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD w/7/8"� THREADED ROD _� _IC?_ d COMMON NAILS o � ° ALTERNATE CONFIGURATION - ABOVE STUD TO STRp,P w/(3) GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR NA I L.I NO/STRAFF I NO @ W I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES 8d NAILS m EA.END z OF EA.STRAP TO W EA.J015T-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE O NOTATION: SIMPSON H2.5P) V STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF 5TRAPPIN6(2018 WFGM, TABLE 5.1,P. 18q) GONNEGTION EI" or LESS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.255,P. 241) -- -- GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ' G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P.2q2; + ALTERNATE AS PER TABLE 5.25D,P. 21`3) D - NUMBER OF I6d NAILS,END-NAILED THROU614 ADJACENT KIN& STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A _ D (2018 WFGM,TABLE 5.77,P. 18 1) AT STUD TO FLOOR ASSEMBLY TO 51LL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a E - NUMBER OF JACK STUDS 0 EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P.288) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. 51DE °° ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 5.6,P. Iql) ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 ad COMMON NAILS ® EA. a NAILS- FOR ROOF SHALL BE FERMI I I I H N 4' OF D To BE REDUCED 70 1-16D PERIMETER EDGE IOP THE ROOF, INGLUDIN�G 4' ON EACH — , a< ° a ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE SLOAN FASTENING SCHEDULE B F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) ° 9 FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. _2_ _I6_ d COMMON NAILS RENOVATION A NOTATION ROUGH A B G D E F G OPNG 235 ROGERS ROAD 2'-0" 2 1 1 1 1 1 SOUTHOLD, N.Y. 11971 \ 4'-0" 4 1 2 2 2 2 OAE3LE ENDNALL SQL, I G I NC OF TOS i�LATE BRACING/STRAPPING DRAWING TITLE: PROVIDE (2) 2"x10" HDR (MIN) U.O.N. 6'-0" 5 1 5 5 5 3 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE BLOCKING 2 FOR RAS S 12vPRO � HOLDOWN, ANCHOR BOLT, 2 5 4 4 4SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK• BLOCKING• 12"O.C. �TM FOR WIND - EXPOSURES 640 - FOR WIND - EXPOSURES B 4 0 - 4'-0" O.C.t u I'l -To AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS 1 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLICV'2114 BUILDING MINIMUM SPLICE 1,2A,4 DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYR STRAP w/0) PAGE: 8d NAILS EA.END 12'-0" 2'-011/2'-6" 12'-0" 5'-O" OF EA. STRAP I6'-O" 5'-0"/5'-q" I b'-O" 4'-0" ATTIC AN�t�OR E30LT SFEG 1 F I GAT ONS ; G-003mOO 20'-O" 4'-0"/5'-0" 20'-O" 5'-O" b•-12" BLOCKING 2 BAYS SPECIFICATION (2015 WFGM TABLES 5.2A 4 5.25, P. 15-1-160) „ BACK® 4'-O” O.G. CORNER 241-0114'-0"/5'-0" 24—0 6-o DATE: 11/18/21 3 OF 14 CONDITION .sq" FOR ALL STRUCTURES: 5 28'-O" 5'-O"/b'-5" 28'-O" " • .. . • , ° /8"� ANCHOR BOLTS ® 3a" O.G. 'i'-0 • • 52'-0" (01-01/'1'-6" 52'-0" 8'-O" •n_ SEGOND FLOOR w 7'-O"/8'-a" 56'-O" q'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAY LENOTH5,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-01,/10'-0" 40'-O" 11'-O"1. 11'-OS • PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK m 4'-O" O.G. END W 5" SQUARE WASHERS AND END NUT SETUP; 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. t FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 101-011/121-61, 50-O 151-0.1 CONDITION IN ExPoSURE B TYP STRAP w/(3) iv TOP TWO COURSES SOLID Sd NAILS EA. 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" I2'-O"/I5'-O" 60'-0" Ib'-O" OF EA.STRAP �o HEI&HT5 FOR OTHER WALL HEI&HT'5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE 70'-O" 14'-0" -10'-O" 19'-O" FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 80'-0" Ib'-O" 80'-O" 2:21-011 FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- I.I25 (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS 1I'LL-115-M TH15 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE W HOLDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF GIRDERS, 3 OR MORE SUPPORTSCL (THAT EXCEED FRAMING 5TANDARD5, IT 15 REa'D FOR FRAMER TO HAVE A REBL_OC/I NO FOR FL.ATFORM NOOD FRAM I NO < WD WORKING KNOWLEDGE OF THE AMERICAN OOCOUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE . WOOD ~ a)I- a U ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER Do. SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) � AND ALL RELEVANT PORTION5 OF THE RESIDENTIAL CODE) BETWEEN 1/6 Z_ O CONNECTION 4 1/4 OF A WHEN 61RDER5 MADE UP OF JOISTS NAILED04 PATTERN DESCRIPTION �� TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER _j rl BLOCKING UNDER LOAD BEARING WALL THREE DR MORE SUPPORTS, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES F- rl MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-5TOPPIN6. Q LLu NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS o 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE >_ 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Z STU B (s)Rows 1oa NAILS o 12^o.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES A5 FIRESLOPPIN6. Q STUDS P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Z 5U5FLOOR (2)ROWS 1/2" m BOLTS o 12'O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -� 5U5FLOOR G DBL.o ENDSPLATE SERVE AS FIRESTOPPIN6. _j SOLE PLATE TWO-PIECE \ J BUILT UP GIRDER P I MAX.32" NAILING: D (2)ROWS i/2" A BOLTS o Ib•O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE �.r 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE m O O SOLE PLATE SIDE WITH IOd NAILS, TWO NEAR EACH END OF J015T SERVES AS FIRE5TOPPIN6. Q E l2)Rows I/2" BOLTS o 24"O.C. BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE ��� \ 5 �- LA 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING F (2)ROWS s-s/e"TRU55LOGK 5CREw50 12"O.G. a 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL \� OR OF NONCOM-BUSTIBLE FILL. scREWm ON(1)51DE OF MEMBER LINE; OR 61RDERS ARE TO BE NAILED FROM EACH (2)ROWS 5-5/a•TRu55LOGK sGREws o Ib"or,. SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 6 SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED W/ A DISTANCE OF 32" - AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2)ROWS 5-5/5'7RU55LOCK SCREWS o 24"O.C. BETWEI=N NAILS IN A HORIZONTAL LINE. �. I _ JOISTS SERVE AS FIRESTOPPIN6. F- SCREWED ON(1)51DE OF MEMBER P '� Z JOIST LLJ " THREE-PIECE � � 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET J I(2)ROWS 5"TRU55LO4rK SCREWS• 12.O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d \ �� 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q J JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE W/ TWO NEAR EA. END OF EA. \ SERVE A5 FIRESTOPPIN6. 00 MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55LOGK 50REw5 o Ib"O.G. UNDER NON-LOAD BEARIN FIRESTOPPIN6 AND K 1 SCREWED 0NBOTH SIDE of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 \ � � O PARTITIONS ® 32" O.G. BLOCKING 5 T OTHERS STAGGERED W/ A DISTANCE OF NOT MORE 3 6. THE HEADER SERVES AS FIRE-5TOPPIN6. Z cp (D (2)ROW5 5"TRUSSLOCK SCREWS o 24"O.C. BETYVEEN 1/6 „ / , DOUBLE PLATE L jSGRrk4w ON BOTH Eire OF MEMBER 4 1/4 OFA THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. - �. .� q. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL rl 0 = © BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO p FOUR-PIECE CIDERS ARE TO BE A55EMLED A5 STRINGER TO SERVE A5 FIRESTOPPING. Q Z 4 CEILING BRAG I NG NOTE: - �- CANTI LEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON 5HOWN, AND NAILED W/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 1 / - 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR m J N 4 CONNECTION PATTERN B'WHEN 10°OR LARGER P FRAMING SHALL BE FIRESTOPFED AT THE BOTTOM WITH LL ru (b APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Ln a: T1 STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING_ 2 OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER �J \ HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH O O LO GIRDERS ARE TO BE SECURELY ANCHORED TO �1 I SOLE PLATE 2"x4" CONTINUOUS GABLE END P MA50NRY PIERS NAILED TO WOOD POSTS OR �l FIRESTOPPIN6 SHALL NOT BE REG2UIRED WHEN THE BOTTOM OF Q 5UBFLOOR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 ,J Q LATERAL BRACE o 60 r�55 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL p� PLATFORM FRAME CONSTRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NAIL. N O F A TTE RN S FOR SIDE LOADED B E A 1�S (i 0 . FLUSH 5 F_A M S) -LOCATIONS REOUIRUN6 FIRESTOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE 1 lo)ad NAILS AS FIRE5TOFPIN6. FIRE- WOOD FIRESTOPPINS FIRESTOPPINO STOPPING FIRE- STOPPING PIRE- FIRE- SOS U FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPING STOPPING LV MULTIPLE-PIECE MEMBERS rm IIS, 4',�, JOIST * 5d COOLER NAILS o 10" O.G. NAILED' BOLTED' I = J w r J 2"x4" BLOCK NAILED TO EA.BRACE 2 Rows Ibd s RoWS 16a 2 ROM& 2 Rowsy,• 2 RowSX,• VERTICAL V FIRE5TOPPING WHEN COVERING 15 APPLIED BLOCKING To UNDERSIDE of w/(4) IOd NAILS ecoMMO•o• e IGo�o.Nc• o��eA eBi2oLo�.c. BOLTS 20 9 a. STRAP JOISTS iljl STUD GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. DOUBLE PLATE (10) &d NAIL BEAM SELECTION W/ 5TD. NAILING a o o LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 5d COOLER NAILS o 10' O.G. o NOTE, ENDWALL STU AS NOTED IN NOTE5 7 4 5 0 o a o 0 0 0 5 NONGOMMUSTIBLE ALTERNATE 21 1 JOIST SHALL BE LOCATED DIRECTLY • DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 VER STUDS, UNLESS TOP PLATE 15 4"o EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES �� OF GIRDER HOOD FIRESTOPPING DE5I5NED TO CARRY THE LOAD SCREWS eb - V4" TYPE W OR 5 FlRESTOPPIN6 ESOCATION b 2.BOLT HOLM ARE TO BE T1-E SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24.O.G.STAGGERED TWO ROWS b"O.C.O.c. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MU5T EXTEND THROUGH THE FULL u�!i� :�• THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. 0. O O O O O O INTERIOR STUD DETAIL OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12'. Q p p O VIII 2"SPACE NOT - ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. FIRESTOPPIN6 TO BE FILLED NONGOMBUST TMIGRESTOPF IN6 5.FOUR--PIEGE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO IN BOTH 51DE OF THE MEMBER it '� 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'OZ.OR TRIPLED LOCATION 'T � - am Nall INA FOR TOP LOADED MULTIPLE-PIECE BEAMS: FOR 4"0.0.NAIL SPACING. FIRESTOPPIN6 � \ STRAPPING w/ T.2 ROWS OF I6d COMMON NAILS(I2'O GJ FOR DEPTHS 12'OR LESS 4 6d NAILS LOCATION 8 LOCATION q a EA.END O R.R. 6.d ROMs OF 16d COMMON NAIL5 02•o.W FOR DEPTHr OF 141,16.4 16•. LOCATION O IFULL WIDTH 2"�C IBLOGKIN6 Z O V - - 0 C.,ONSTRUGTI ON DETAILS N I ND LOAD FA7H CONNECTION DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR 5TRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL I XI5T.OR NEW NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS '4 Iod /-CONTLOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATT=INUOUS SPIKED TO R.R.'s ALIEN>ZW 6 EX. R.R.A`:SHOWN KING STUDS--( ) PLAN VIEW NOTE: SIMILAR o 'SHED' WOOD JOIST- WOOD JO I CRIPPLE STUD ROOF,R.R. IN LINE BLOCKING JOIST HANGER HEADER GENERAL fZEGU I REMENTS FOR GENERAL REQUIREMENTS FOR z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER JACK STUDS 0 WOOD GIRDER U MEMBER � WOOD JOIST AIN � W U JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION / 1. TOE-NAILS SHALL BE DRIVEN o AN ANGLE OF PROJECT: MEMBERS DIAM,x 5 APPROX. 300 w/THE MAIN MEMBER 4 STARTED APPROX. Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, SLOAN I. NAILS SHALL BE; DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAI&HT THROUGH AND BENT OVER A MIN. OF (3) NAIL. DIAM.'5 AT A 90° AN6LE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST R E N OVAT I 0 N SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD J WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR - 235 ROGERS ROAD DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 GH I M. CHASE 5ECUR I NG @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS 00, FIREBLOCKING DETAILS N M® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JO 15T FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W STUDS TO ATTIC FLOOR 4 BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) V PAGE: "' TOP PLATED Jam!I ND RESISTANT CONSTRUT I ON CONNECTORS O--moi IQ � 1 GHIM. CHASE WALL G ®® ■ OO U CONNECTION LOCATION: PART NUMBER: NOTES: aRIDGE-TO-RAFTERS 0520 & 21 APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 11/18/21 4 OF 14 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER � O N Z REO'D BLOCKING J QQ � PLATE-TO-WALL STUD 0520 © 18" APPLY TO EACH WALL STUD TO AL.16N w/STRAPPING FQ W dQ o EA. LEVEL ABOVE ®z 4 0. II THE FIRST FL. w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA Or 6520 © 36 APPLY TO EACH WALL STUD FLOOR/CL6. ® HEADER-TO-JACK STUD 6520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD j SHEAR WALL HOLDDOWN ANCHOR SSTBIC APPLY TO EACH 51DEWALL END IST. FLOOR-UNDER-SILL PLATE 6520 WRAP UNDER DOUBLE SILL PLATE SCE FLAN VIEW (USE WITH 3" SQUARE WASHERS) VIEW USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0ENERAL SNI 50L (L 0) C-) F— EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.5. 5TL. uj LLJ 04 WHEN APPLICABLE) EXISTING TO REMAIN 1 7 NEW FOUNDATION HALL LLj ED >: NEW HOOD FRAME (L-6. 5TL. WHEN APPLICABLE) 2! F- NEW I-HR FIRE FATEDMIN. (2) 2"x4" STRUCTURAL 2� —j m WOOD FRAME (L.5. 5TL- El POST FOR 4" HALLS _j I.- >-1 WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL R P05T FOR 6" HALLS), U.O.N. 0 NEW 2-HR FIRE RATED 0 HOOD FRAME (L.o. 5TL. a Lo W- WHEN APPLICABLE) >- RT m O :20'-0 z Lu NATURAL LIGHT 4 VENTILATION (HABITABLE SPACE) 00 > C) FLOOR AREA '710 S.F. Z (o DEMOLITION NOTE: REO. S.F. PROV. z >: 4 PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I LIGHTING;MIN. 5% 56b S.F. 42.6 S.F. Z Tq STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF FLOOR AREA OF ANY DEMOLITION OR CONSTRUCTION. LL -i N VENTILATION;MIN. 1 :2 Lu W b.4 S.F. 50.6 S.F. Lo m IH 4% OF FLOOR AREA l'- Lf) ARTIFICIAL LIGHT 0 DEMOLITION NOTE: EXIST. HABITABLE GREAT ROOM AREA: *710 50. FT.COVERED ALL EXISTING FIRST FLOOR WINDOWS DOORS -EXIST. PATIO ® GRADE AREA NEW REQUIRED LIGHT: 6 FOOT CANDLES /50. FT. PATIO TO BE REMOVED ABOVE TO REMAIN ® GRADE (1) 4ON LED BULB = 450 LUMENS EXIST ATIO BRIOK 6 FT. CANDLES X"710 50. FT. = 4,260 LUMENS P0 LA in 4,260 LUMENS /450 LUMENS C1.477 LLI GRADE PATIO TO REMAIN; MINIMUM (9AI) 40WLED LIGHTS REQUIRED EXISTING POSTS 4 ROOF MINIMUM (10) 40N LOW VOLTAGE LIGHTREPLACED EXIST. PATIO ABOVE TO BE REMOVED AND FIXTURES REGUIRED .,- TO REMAIN I 0 i I I 5._4:: _ J EXISTING EGRESS WINDOW ------ ----FLT- EX15TINry OIL TANK :23 SILL EXI5TINr7 50 GAL. CASEMENT;-1.5 S.F. EXISTING MIN �7 ELECTRIC, NATER CLEAR OPENING HEATER SPLIT UNIT C.H. 1 7-1 1-T -T I I T- T-1 I— I-T -T I I T- T-� IIII EXIST. EX15TINC7 "ZONE I" 11 III I I II I EXIST. DINING EXIST. IIII UP AIR HANDLER 7 ROOM BEDROOM — — — — — — — — — — — II I III EXIST. LIVING EXIST. MEOH. �upx 75 T EX15�.CEILINO 51��AM5 s ROOM ROOM PANELING TO REMAIN 6--4-- L — — — — — — — FT-- EXISTING ELECTRIC PANEL EX. �ALL TO BE REMOVED ------------ AS-BUILT EX. I slim I irII l�E3ATT 001,1 1 it GREAT ROOM DN. I EXIST.GL EX15TINO COLUMNS II I L -J L 1- -1-1-----L L -i-i-----I-i L-L LL---- L----------- L----------- UP --------------- ----------------- ---------------------- ------------------ ter— 11 EX. � WALL TO BE REMOVED 0 rA---5-0-11 T-j r A-301 EXISTING MI 4-� --------- EXIST. IINI L7— EXIST. SPLIT UNIT C KITCHEN EXIST. EXIST. (20, EXIST 1 1 ---- -J I L--- hill LAUNDRY BEDROOM 17- . ROOM l F BEDROOM HilAS-Bul x (0-55 06) \0 lu o L RM. E3 M I I EXIST. 1 1 EXISTING z EXIST.1111 EX15TINO WATER EXISTINO WINDOW w L--- -------I 11-ki �111 WINDOW TO BE METER TO BE REMOVED EXIST. 2 EXIST. SKYLIGHT TO BE 1111 71 III I I I I REMOVED 5ump 2 rlL. ji 11 1111 PUMP I i 0 0 REMOVED I IN III �( I I 56"x24"H r] L — C.) I IN L--jI I IN OPEN INIS'-� T PROPOSED :24" L ORA SPACE EXISTING KITCHEN DEMOLITION: ALL EXI5TIN(5 CABINETS 4 COUNTERTOPS TO BE FRE015E OVERALL REMOVED. DIMEN50NS OF NEW • ADDITION TO EX15TIN(9 STOVE TO REMAIN. ALL OTHER APPLIANCES COORCINATEP PqIBETH TO BE REMOVED AND REUSED HIN:;IOkq WIDTHS PROJECT: (34 11'-O/V:2 FROPO'.5Er�) FIRST FLOOR DEMOLITION FLAN 4 SLOAN SCALE: 1/4" = 1'-011 t � ,- Y RENOVATION I A-401 — — — — — — — -\ — — — — — — — — — — 235 ROGERS ROAD ALL EX15 INO ROOF SHINGLES 4 C-A)ITTER.5 TO PLAN NOTE: SOUTHOLD, N.Y. 11971 BE REMOVED CONTRACTOR TO VERIFY LOCATIONS OF HATER SUPPLY 4 SEPTIC LINES PRIOR TO WORK COMMENCEMENT OF FRONT ADDITIONS DRAWING TITLE: - ------------------------------------------------------------------------------- - PROPOSED DEMOLITION PLAN PROPOSED FOUNDATION PLAN —PORTION OF EXISTIN&j FROPOSE17) FOUNDATION FLAN ROOF TO BE REMOVED; REFER TO PLANS FOP, 155 S.F. HAE31TAE3LE SFAC.,E; 1,25-7 S.F. GROSS AREA 50ALE: 114 PORTION TO REMAIN-\EX15TINC7 SKYLIGHT TO PAGE: BE f;?J-=Mo\/r=v ---------------------- -----------------=--==-------------- - - -------------------------------- ----- --------------------------------- --- ® ■ ®® F r-T 7 1 IT 1 111 F I L il I I III SII IMI L JI IL il I II II IF 11x1 1 11! I II l 111 111 DATE: 11/18/21 5 OF 14 LLit III II I II --i L--A L FT I r --j L III L r--r -11 � 7 F� 111 --l--11i 1 I ALL EX15TINC7 SIDING-/ III I 111 11 FINISH '11 1 7-iiI 11 11' 111 11 AND EXTERIOR MATERIAL TO BE I iREMOVED r--r III I L I DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED4. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. 7)"PIOAL ELEVATION DEMOLITION PLAN (FRONT SHO NN) 50ALE: 1/4" = I'-o" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.s. SEE PAGE 6-003 FOR NAILING 4 STRAPPING DETAILS. 7-0-0----5- H_-E-D- .U. -L-EOENE A - -..-=- -_----- - -- - --,=. _- - . --� :::.::�.:_-w- - ---:__ *'"SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER'" a V - DOOR MATERIAL - Q F- O NEW PARTIAL HEIGHT __ _._. -___-_ - _ WINDOW CHART a , O _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. STL. FIS _I W Z WHEN APPLICABLE) TAG DESCRIPTION MANUFACTURER RATING NOTES - --- - :: - EGRESS - -- - J _ clq EXISTING TO REMAIN WIDTH HEIGHT ! d CLEAR vi NEW WOOD FRAME (L.6. NEW FOUNDATION WALL -- --- - _._ _.w � 45 MIN. RATED Y ROUGH OPENfNG WINDOW DIMENSION WIDTH REQ'D: 20" Q W >- SEL=-CLOSING TAG TYPE MODEL # OPENING TEMPERED W W1DTH HEIGHT WIDTH HEIGHT Z STL. WHEi1 APPLICABLE) _- - _.- - HEIGHT REQ'D:24" I' „ FIRST FLOOR _._-_. --. ..______-- _.__.. _.._._ _ --_ __ _ _ OPEN REQ'D: 5.7 S.F. O � Z FRAMREE(RATED L - _._- _ ______ __ i...___.,_- _ TRIPLE -- POST FOR 4" WALLS 101 SWING 3'-6" 'i'-O" • CASEMENT �F �""�✓ �� 3'-O" 3'-4 Q J ❑ MIN. (2) 2x4 STRUCTURAL A GXWI35 3-O 3 � - - ��....�.��_.�...�..-.� ...� � � B PICTURE DHP41062 _...__ F- V400M (MIN. (2) 2 xb STRUCTURAL „ WHEN APPLICABLE) 4-11 b-4 .41-11 6-4 Q 102 4 PANEL SLIDING ANDERSEN 12'-O" b'-8" - - ;i O POST FOR b" WALLS), U.O.N. w O NEW 2-HR FIRE RATED DOUBLEI „ I, LO WOOD FRAME (L.6. STL. c7E PICTURE DHP41062 41-11 b 4 4 II b-4 Q O O O SWING JELD-WEN 2'-6" 7'-O" • - -- - -- - - - _ - LA l - �__ _ D7� GLIDING 6636 b'-0" d' m WHEN APPLICABLE) F-1 03 i F-1 04 �L POCKET DOOR JELD-WEN 21-011 -71-011 • E CASEMENT CW255 = 0 FLOOR PLAN NOTES LIVING 1�IN1NG ROOM FINISHES + FLUTED 4 _w • DOUBLE ". I FROSTED GLASS F PICTURE P5045 5-O 4-5 4'-II �" 4'-4 Q Q W 105 SWING R.USTIGA 21-61, '71-011 • -E-_.-. DOOR NOTE: 106 POCKET DOOR JELD-WEN :2'-0" -71-011I �_ I I. INSTALL NEW INTERIOR DOORS WHEN GALLED DOUBLE J O FLOOR EXISTING TO REMAIN - - - --- PI - _--- AWNING 00 A51 5`-O " - -2'-O " �4'-II „ 2'_O �" > 0 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). �mm. 10"1 SWING JELD-WEN 2'-0" '7'-0" • 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED -. _. - WALLS SHIPLAP;PAINTED WHITE -- G CASEMENT GXWI4�� a=0 �" 4'-5 4'-4 �" 105. Q J � � OUT ON PLANS BY 'THERMA7'RU (OR EQUAL). -- -. -_T_. __._ _ 5. - 61 PIGTUR.E P5045 51-0 1" 41-5 � 4 I I � 4-4 � - Q >" O 4.DOOR T P PER MANU SPEC:.'s CEILING EXISTING TO REMAIN 108 SWING JELD-WEN 1'-8" -7'-O" • S„ , „ Z } 3.PROVIDE (2) 2"x8" HDR.,U.O.N. 3 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING IOa POCKET DOOR JELD-WEN 2'-b" "i'-O" •^ _ m __ .. - Q Z cb ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. KITCHEN FINISHES H PICTURE P5045 5'-O " �* '-5 4'-II �" 4'-4 " Q J CV W W Cfl SECOND FLOOR WINDOW NOTE: HI AWNING A51 5'-O „ 2'-O " 4'-II � OFLOOR NEW TILE - --- - - -,:- ,- _ - _ I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - - _ � m - 400 SERIES CASEMENT, DOUBLEHUN6,OR 6LIDIN6 201 SWING ANDERSEN 2'-6" 7'-O" i( • DOUBLE (AS NOTED); INSTALL AS PER MANU. 5PEG.S. SEE J 4'-I I V-4 Q O NOTE #q IN "6LAS5 WINDOW5 AND DOORS" ON PAGE WALLS E PICTURE 202 DOUBLE SLIDING ANDERSEN b'-0" '7'-O" • TOTAL 6-002 FOR MINIMUM REQUIRED WINDOW � � PERFORMANCE. IF CASEMENT WINDOWS - ALL GSMNT TO MATCH EXISTING - JI TRANSOM CUSTOM WIDTH 2'-O �" Q OF "J" WNDW5 SHALL HAVE STRAI6FIT ARM HINGE WHEN CEILING LIVIN6/DININ6 ROOM 205 SWING JELD-WEN 2'-6" 7'-O" • -" 1 , W 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NALL UPPER I � - K CASEMENT GXWI4 _O „ ,�- „ D TILT WASH 1 WOOD)NHITE 2 II 4 O 3. ALL GLAZING WITHIN 18 OF FF TO BE TEMP. GL. CABINETS 204 DOUBLE SLIDING JELD-WEN 41-011 '('-O" • �-- 4.SEE PAGE 6-003 FOR 1FRA,MIN6 ELEMENTS AROUND � - WALL LOWER - - - V WINDOWS (7YP. FOR ALL) U.O.N. GABIENTS WOOD¢^1HITE 205 SWING JELD-WEuj N 2'-6" '!'-O" L CASEMENT GX25 5'»3 „ 5,_0 „ 5,_2 4'-II „ q.8 S.F. Q C.1 EGRES5 NOTE: WALL WHITE STONE j TOTAL IN COMPLIANCE WITH NEW YORK STATE BUILDING COUNTERTOPS 206 DOUBLE SLIDING JELD-WEN 4'-O" 7'-O" ��• } V J _ _ � CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF �„ _r LI TRANSOM CUSTOM WIDTH 2'-O �" � EGRESS SHALL BE FOLLOWED: ISLAND BLACK SHIPLAP 20-f SWING =-JF-Lr -WEN 2'-O" E�v 1�• Wj OF Q NET CLEAR OPENIN6........... 5.7 S.F. ISLAND 1 YY gg gg WHITE STONE 8 S NET CLEAR HEIGHT............... 24" MINIMUM M CASEMENT GW325 7-t 2-4 7-O 2-4 COUNTERTOP � , „ „ „ NET CLEAR WIDTH................. 20" MINIMUM tea. OSTAIR 4 RAILING NOTE: FOYER FINISHES N CASEMENT 0135 2-O 3-5 :2'-0 3-4 - 3 I. ALL NEW STAIRS SHALL HAVE MAX.'7-3/4" RI 4 MIN. 10" Tr - OPEN RISERS NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE FLOOR TO MATCH EXISTING 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PA55A&E OF A 4" 0 SPHERE;36" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW WALL5 SHIPLAP;PAINTED WHITE PA55A&E OF A 4 4) SPHERE 3. 6RIPPABLE RAIL AS PER CODE CEILING EXIST. WOOD b STEEL STAIR: SHIPLAP PAINTED BLACK I. FIELD VERIFY ALL DIMENSIONS PRIOR TO BUILT-INS W/BLACK HOOK5 4 FABRICATION GUBBIES 2.TREADS TO BE 50LID WOOD. RISER HEIGHT TBD IN FIELD NOT TO EXCEED '7 J";OPEN PORTION OF EACH ASTER BEDROOM FINISHES I RI5ER NOT TO ALLOW PPS5AOE OF A 4" 0 SPHERE NATURAL LIGHT VENTILATION 3.HANDRAILS 4 POSTS TO BP: BLACK METAL. THE (HABITABLE SPACE) 1 TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RA'L AT OPEN SIDES OF STAIR FLOOR EXISTING TO REMAIN NOT TO ALLOW PA55AOF OF A b" 0 SPHERE. FLOOR AREA 4'f5 S.F. \` 4.SPINDLES TO BE HORIZONTAL METAL GABLES. WALL5 SHIPLAP;PAINTED WHITE EXIST. BRICK \\\l 5PAGIN6 NOT TO ALLOW FOR PA55AOE OF A 4 0 % REQ. S.F. PROV. PATIO ® EXIST. PATIO PROP. PATIO NATURAL LIGHT 4 VENTILATION SPHERE CEILING LIGHTING;MIN. a% rr 5. STAIRS TO BE SUPPORTED BY EXPOSED STRUCTURAL GRADE; STONE PATIO ® GRADEEXTENSION (HABITABLE SPACE) TO REMAIN;NEW PATIO i STEEL BEAMS. STEEL FABRICATION SHOP OF FLOOR AREA 38.0 S.F. 133.5 S.F. < 8" HIGH EXTENSION TO MATCH FLOOR AREA 155 S.F. DRAWIN65 SHALL BE SUBMITTED TO ARCHITECT FOR HEIGHT AND FINISH OF VENTILATION;MIN. APPROVAL. STEEL SHALL HAVE EPDXY COATED POWDER ROOM FINISHES Iq.O S.F. 50.'1 S.F. EXISTING PAINT. 4A5 OF FLOOR AREA I % REQ S.F. PROV. LleHTIN6 3B EXTERIORF ED VERIFY ALL DIMENSIONS PRIOR TO D I OF FLOOR AREA S.F. FLOOR TO MATCH EXISTING FABRICATION ' 8�' 3q.4 2.HANDRAILS 4 POSTS TO BF. BLACK METAL. WALL5 SHIPLAP;PAINTED WHITE 12.4 S.F. to VENTILATION;MIN. 20.0 3.SPINDLES TO BE HORIZONTAL METAL GABLES. 45K OF FLOOR AREA 6.2 S.F. S.F. 5PAGIN6 NOT TO ALLOW FOR PA55A6E OF A 4" m CEILING TO MATCH EXISTING „ SPHERE 51-6 SMOKE DETECTOR / CO DETECTOR NOTES: 4 MAS R BATHROOM NI HE5 F FI 6 EX15TINO EORES5 lvi 6 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 102 I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW DN. ELOW WINDOW WELL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FLOOR TILE w 2.INSTALL ALL AS PER MANU. 5PEC.'s Lu 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 36'-2" 13'-II" IN COMPLIANCE WITH LOCAL CODE WALL5 = ZCEEILINO 0 N I5TIN6 VAULTEDNEW WOOD FLOOR: CEILING � 2 TO REMAIN O I. NEW i" PLYWOOD SUBFLOOR BENEATH (GLUE 4 5GREW); ^� �I T - - T -I I- - I� - - T INTERIOR. PERIMETER OF SHEATHING 4" O.G. 4 12"O.G. ® FIXTURES ONS` 1 d 2.NEW WOOD FINISHED FLOOR PER H.O. SELECTION EXIST. INING 8 TOILET _� \ \ ROOM �\ � SJ �- C.H. MODIFIED O5A NEW WOOD FLOOR: _ _ ❑ I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); BATHTUB w 1�\� ` H r ( I I EXIST. 711 TO BEAM5I d ( I p BEDROOM \ SCREW PERIMETER OF SHEATHIN6 4" O.G. 4 12" O.G. ® Y" tt� INTERIOR. A LING MODIFIED m PROJECT: 2.NEW WOOD FINISHED FLOOR TO MATCH EXISTING SINKS Lf BELOW I LIVINOT PPP 300 S.F. S LOA N ONEW TILE FLOOR: VANITY TOP 'r!-4" ( SM//00 v m I. NEW TILE FINISH (H.O. TO SELECT) UPON �, N 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON I „ ( I q'>r IOq BEARING WALL n p RENOVATION 3.NEW DUROCK GEMENTBOARD (OR EQUAL) UPON \ - q_7 _ 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SGRE►^U; EX. G.H 4'-O" 2'-b° 6'-'1" 50REW PERIMETER OF SHEATHING 4 O.G. 4 12" O.G. ® J _ DN. INTERIOR. N _ _ __ _ VVVVNEW �V p N GYPSUM WALL BOARD: � ,_ „ ,.��° � n- n >s.�. �� � - 0 235 ROGERS ROAD OINSTALL MOISTURE RESI5TAN'i 6YP5UM BOARD IN ALL - 33 4„_,� - T �p 5 O - �tll\-i" ' '1 � - BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB Q q �I (�> .�/, 1' 105 �., 108 . /� -'� NEW WA1-K-IN ;;, SOUTHOLD N.Y. 11971 SURROUNDS m O A �!1/'r Q - - L1 \ . A-301 m 01 NW PWDR. _ (�+� A-301 O8 SOUND BARRIER WITHIN KNLL: tob - FILL INTERIOR WALL BETWEEN, LIVING ROOM AND MASTER EX. 18 S.F. OPEN TO DRAWING TITLE: BEDROOM WITH INSULATION TO PROVIDE A SOUND GONDEN. (U _ ABOVE NEW MASTER ,� PROPOSED FIRST FLOOR PLAN TRANSMISSION GLASS (5TC) FOR AIR-BORNE N015E OF NOT NEW EW j O BATHROOM LESS 50 A5 MEASURED IN ACCORDANCE WITH ASTM E90 (� i) �, , GL. OYER iv m n 10 S.F. OD q0 S.F. i E NEW EXHAUST FAN SHALL BE INSTALLED WHERE Q 0 �/ Oq VENTILATION 15 NOT MET BY IriEANS OF NATURAL I ' o O CIRCULATION THROUGH WINDOWS OR DOORS TO 103 "k o OUTDOOR SPACES AS PER N`�5 MECH. GORE SECTION EXISTING STOVE TO REMAIN; MODIFIED = N�W Ib IS RS .0 403.3.2.3; INSTALL AS PER MANU. SPECS SHIFT AS NECESSARY TO DE IO KITCHEN `fl I I UP15 CENTER ALONG WALL. PROVIDE Iso S.F. � � - ttm NEW WALL EXHAUST FAN ABOVE I I ' m A-401 - �� '7 PAGE: m GUBBIENEA 5- IN 101 m _ 6'-O" J '7'-q" - m TP A-102m00 PRECISE OVERALL A „ s -� o DATE: 11/18/21 6 OF 14 DIMENSIONS OF NEW 2 5y2 4 7 4 T 6 lOy2 3 0 5 6 10 COORDINATED WIITION TO BTH WINDOW WIDTHS D NEW COVERED / m i PORCH / CEDAR V-GROOVE m p 285 S.F. (((/// CEILING NEW COMPOSITE WOOD Q p DECKING D W > ri vi R PROPOSED FIRST FLOOR PLAN �P oo 55' FRONT YARD SETBAOK 1,200 S.F. HA51TAE3LE SFAGE; 1,2-75 S.F. GROSS AREA SCALE: I/4" = I'-O" -- 0 EN E R' A L 5 4**r E3 0 L <E*%r : SOH[EDULrz ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PEP, MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL 07LA55 DOORS FROM SAME MANUFACTURER** DOOR MATERIAL EX15TIN& TO BE DEMOLISHED NEW PARTIAL HEIGHT WINiDOW CHART LLJ Z 0 FIRE WHEN APPLICABLE) n NOTES Lu CN EX15TIN6, TO REMAIN i RATIN& EGRESS WIDTH HEIGHT 45 MIN. RATED ROUGH OPENING WINDOW DIMENSION CLEAR NEW FOUNDATION NALL J TAO TYPE mo OPENING TEMPERED LLj WIDTH REOV: 20" NEW WOOD FRAME (L-6. WOOD FRAME (L.O. 5TL. TAO DESCRIPTION MANUFACTURER JI-f DEL # LU >- HEl(5HT REG It STL. WHEN APPLICABLE) lir '1 'D:24" NIDTH HEIrvHT NIDTH HEI �HT OPEN REOV: 5.1 S.F. FLOOR _j SWING Noor.> FRAME (L.65TL. >_ (MIN. (2) :Vxb" STRUCTURAL V-4 P _j NEN I-HIR, FIRE RATED MIN. (2) Vx4" STRUCTURAL [--:::A TRIP cxpql5!5 z I 4'-Il bt-4 it' 41- V-4 Lo R F 1:21 CASEMENT El POST FOR 4" WALLS �l I : __j WHEN APPLICABLE) -011 61-511 B PICTURE DHF41062 POST FOP, 6" NALL5), U.O.N. 102 4 PANEL 5LIDIN67 ANDERSEN �Tt DOUBLE E 0 PICTURE 41-111., 11 6t-4 it' 0 C) 0 LO W_ III5,-5 it m 67LIPI 0656 NEW 2-HR FIRE RATED 0 DHI-4106:2 41-11 all -_-4j'-] WOOD FRAME (L.O. 5TL. SWING JELD-NEN :21-611 -oll WHEN APPLICABLE) 105 E -11 F I D POCKET DOOR LD-NE 21-01, 0 Z Lu > 51LAS5 P5045 5-0 5 it -_ 104 JF CASEMENT CN.255 41-414, -5 IL F 51-5 FLOOR PLAN NOTES 105 SWING �F RJJ5TICA �F 21-roll IFV-O" JL 0-7F 4-- HALLHA'f FIN15HES JE DOUBLE Fp1ouT DOUBLE sit JE==] V-03 z-08" L 4 00 DOOR NOTE: 10(0 POCKET DOOR JELM-NEN 21-011 4 I. INSTALL NEW INTERIOR DOORS WHEN CALLED kqlpE PLANK HOOD; I �L j AWNING :2.INSTALL NEW EXTERIOR DOORS WHEN CALLED NEN '71-011 0 it -CASEMENT CXN145 5,-0 4'-5 10 S.F.(D OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). FLOOR NATURAL LIGHT FINISH - 5NIN6, JELD- :21-011 > C) WALLS 10-7 '71-011 45 5 -oil, 41-11 ill 4.INSTALL AS PER MANU SPE(7,.ls 0 z >: 4 OUT ON PLANS BY THERMATRU' (OR EQUAL). JELD-NEN 11-951, ]L� H C) 5.DOOR TYPE TO SELECT F c-I PICTURE P50 75 7� E Z 5.PROVIDE (2) 211x8" HDR.,U.O.N. F' POCKET DOOR JELD-WEN 21-61, -71-011 t-r, sit H PICTURE 45 5,-0 4 4'-1 1 4'-4 Ell II 4.SEE PAGE 0-005 FOR ALL OTHER FRAMING loci LL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Lu (b LO w rq 21-0 it- LO SECOND FLOOR WINDOW NOTE: 11, .... HI ANNI A51 O I. ALL NEW NINr.>OkqS 4 DOORS SHALL BE ANDERSEN HIDE PLANK HOOD; d; R5EN DOUBLE 4'-Il _j -i PICTURE 5--4 Ell 400 SERIFS CASEMENT,DOUBLEHUN5, OR OLIDINO FLOOR NATURAL LIGHT FINISH 201 5NIN5 (AS NOTED); INSTALL AS MR MANU. 5FE0.15. SEE TOTAL NOTE #cl IN "GLASS NINVO�16 AND MOORS" ON PACE WALLS TRANSOM CUSTOM WIDTH :2,-0 :20:2 DOUBLE SLIDING ANDERSEN -011 '71-011 6-002 FOR MINIMUM REGUIRED WIDOW IE �r I11 Q PERFORMANCE. IF CA5EMENT VNIINDON5 - ALL OSMNT OEILINO 21 5NIN& - oil '71-011 Lu OF IIJ11 2.IF DOUBLE HUNG - ALL DEL. HUNG HNDVG TO BE F_ KNDNS SHALL HAVE STRA16HT ARM HINGE WHEN 205 �F JELD-NEN E F TILT WASH K CASEMENT CXN14 51-0 1*1 4'-0 ill :2'-Il R" 41-011 D 5.ALL OLAZINO WITHIN 16" OF FF TO BE TEMP. &L. BATHROOM FINISHES :204 DOUBLE 5LIVINC7 JELD-NEN 4'-O" '7'-0" CASEMENT OX25 Lu FLOOR TILE 205 _T 5'-2 41-11 ill q.5 S.F. 4.SEE PAGE 0-005 FOP,FRAMING ELEMENTS AROUND PiINDOVi5 (TYP. FOP, ALL) U.O.N. JELD-NEN :21-611 '71-011 EGRESS NOTE: T TOTAL CODE,SECTION P-310-2.1;THE FOLLOWING MEANS OF LI CUSTOM WIDTH 21-0 HEN OF "Ll' EORE55 SHALL BE FOLLOWED:IN COMPLIANCE WITH NEW YORK STATE BUILDING 20(o DOUBLE 5LIDIN0 JELD-NEN 41-011 '71-011 WALLS �F E TRANSOM CEILING 20`7 5NIN6 JELV- :21-Olf -71-011 NET CLEAR OPENING........... 5:7 S.F. r M CASEMENT 01^1325 2'-4 '7'-o 21-4911 NET CLEAR HEIGHT............... 2411 MINIMUM FIXTURE5 MATTE 51-Ar-.K NET CLEAR WIDTH................. 20" MINIMUM OSTAIR $ RAILINO NOTE: TOILET N CASEMENT 0155 :2,-0 51-4 J" 1. ALL NEkq STAIRS SHALL HAVE MAX. 1-5/4" RI 4 MIN. 10" Tr - OPEN RISERS NOT TO ALLOW PA55AC7E OF A 4" (P I WALL HUNG SPHERE SINK TROUGH SINK; 2 2. 42" HIGH GUARDRAIL 6 SPINDLE 5PACIN6 NOT TO ALLOW PA55A6E OF A 4" 41 SPHERE;3611 HIGH FAUCETS HANDRAIL 4 SPINDLE 5FACIN6, NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE 5. 61RIPPABLE RAIL AS PER COVE WOOD 4 STEEL STAIR: I. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 2.TREADS TO BE SOLID WOOD. RISER HEIGHT TED IN FIELD NOT TO EXCEED -7 J";OPEN PORTION OF EACH R15ER NOT TO ALLOW PA55AlSE OF A 4" 0 SPHERE 5.HANVRAIL5 4 P05T5 TO BE BLACK METAL. THE TRIANGULAR OPENINC-75 FORMED BY THE R15FR, TREAD AND BOTTOM RAIL AT OPEN SIDES OF STAIR Lj NOT TO ALLOW PASSAGE OF A 6" 4) SPHERE. 4.SPINDLES TO BE HORIZONTAL METAL CABLES. NATURAL LIGHT 4 VENTILATION 5PAOIN5 NOT TO ALLOW FOR, PA55A6e OF A 4" 0 (HABITABLE 5FACE) SPHERE 5. STAIRS TO BE SUPPORTED BY EXPOSED STRUCTURAL FLOOR 120 S.F. NATURAL LIGHT VENTILATION STEEL BEAMS. STEEL FABRICATION SHOP (HABITABLE 5FIAOE) PRAPqlNiS55 SHALL BE SUBMITTED To ARCHITECT FOR APPROVAL. STEEL SHALL HAVE EPDXY COATED % REG. S.F. PROV. FLOOR AREA 100 5.F. PAINT. LICPHTIN(5; EXTERIOR RAILING NOTE: OF FLOOR AREA c1h S.F. 40.5 S.F. % REG. S.F. PROV. I. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION VENTILATION;MIN. 4.5 5.F. 77.0 5.F. LIGHTING;MIN. 6% 8.0 S.F. 62.4 S.F. 2.HANDRAILS 4 POSTS To BE BLACK METAL. 14% OF FLOOR AREA OF FLOOR AREA 5.5PINDLE5 TO BE HORIZONTAL METAL CABLES. VENTILATION;MIN. 5PAOIN6 NOT TO ALLOW FOR PA55A&E OF A 4" 0 4% OF FLOOR AREA 4.0 S.F. 4cl.6 S.F. SPHERE SMOKE DETECTOR / 00 >ETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 6 14'-4" SMOKE /CARBON MONOXIDE COMBINATION DETECTOR L LI L LI I ABOVE ABOVE HARD HIRED TO EACH 071-ER N/BATTERY BACKUP. LLJ Z 2.INSTALL ALL AS MR MANU. SPEC.'s 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 0 C.) NEW WOOD FLOOR: Lu O I. NEW J" PLYWOOD SUBFLOCR BENEATH (GLUE 4 SCREW); rr SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. a NEV4 DN_ INTERIOR. NEW 2.NEW HOOD FINISHED FLOOR MR H.O. SELECTION (1) R1 a BEDROOM NEIN d) 100 S.F. NEW NEW NOOr,> FLOOR,: BEDROOM COVERED I. NEW J" PLYWOOD WBFLOO R BENEATH (GLUE 4 SCREW); 120 S.F. BALCONY SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.C. a \16z I INTERIOR. .75 PROJECT: 2.NEV4 P400D FINISHED FLOOR TO MATCH EXISTING CM SM/C NEW TILE FLOOR: 0 51_511 51_1 11 SLOAN • O 1. NEH TILE FINISH (H.O. TO SE:LEOT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 0_\ NEW 205 el'VY SM/GO RENOVATION 5.NEW 4" DUROCK ceMENTBOARD (OF, EQUAL) UPON 4.NEW J" PLYP400M 5UBFLOOR BENEATH (GLUE 4 SCREW); -0/v:i4 :21�111� SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. a 777- 11 1 piwon I I I I I - - - - - - - - INTERIOR. Af 61-1111 - - NFIN 4'- 5Y`P5UM HALL BOARD: NEK VN- 235 ROGERS ROAD INSTALL moi57uRE RESISTANT GYPSUM BOARD IN ALL 11 S.F. 2 1 (1) RI a MNci�,��: "MIUMINN, SMICO ,0 IN 5HONER5 AND TUB T BATHROOMS, AND CONCRETE BOAR cv-10 SOUTHOLD, N.Y. 1:1971 SURROUNDS 1 0 O.H. 0 NEW I_ I0 L- SOUND BARRIER WITHIN WALL: A-301 DIN. - - - - - - r A-301--- O I �- DRAWING TITLE: FILL INTERIOR WALL BETWEEN LIVING ROOM AND MASTER NEW It BATHROOM 1"Pli, BEDROOM WITH INSULATION TO PROVIDE A SOUND sll TRAN5MISSION CLASS (5TO) FOR AIR-BORNE NOISE OF NOT OPEN TO85 NEW PROPOSED SECOND FLOOR PLAN LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM EcIO BELOW th cV BALCONY' N/ v PERGOLA NEW EXHAUST FAN SHALL BE INSTALLED WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL O CIRCULATION THROU6H HINDO�,6 OR DOORS TO OUTDOOR SPACES AS PER N7y'5 MECH. CODE SECTION K 405.5.2.5; INSTALL AS PER MANU. 5MO5 16 IS 85 T I PAGE: 15 TRE AD in . PROVIDE (1) NEW 5 TON A10 CONDENSERS: _ � q'-5 5-�\ I A-401 10 I. UNIT BY "RHEEM" OR APPROVED EOUAL 'OOND FLOOR "ZONE 2" 2.PROVIDE TONNAGE FOR 51= GOD CONDENSER FOP: "ZONE Ill FIRST FLOOR TO - ® ■ ®® REMAIN) JI j 5.INSTALL AS PER MANUFACTURER SM05 WRAJE50VE 4.INSTALL UPON CONCRETE PAD AS PER DETAIL 14'-4'� 6'-q" L __4___ DATE: 11/18/21 7 OF 14 > PROPOSED SEOONr�) FLOOR FLAN SCALE: 1/4" I'-V L 2&A /1E Ism 500 S.F. HA51TA5LE S1=Ar_,E; COO S.F. DROSS AREA ELEVATION NOTES (L U ONEW 51DING Q SEE AL50 NOTES AT SECTION W N IA WHITE BOARD 4 BATTEN T1 J IS b" HORIZONTAL WOOD PANELINGcr- O NEW ROOFING NOTE (TYP.)_ 2 INSTALL NEW BLACK METAL ROOFING; 5EE AL50 O NOTE5 AT 5ECTION J Z J NEW ENTRY STEPS, DEG KI'NO 8 RAILING TO BE W- a) 0 O COMPOSITE MATERIAL "TREX" NATURAL FIN15H �- b Lo Z ` O NEW 5" SEAMLESS 6UTTEFz5 # DO SPOT ; NHITE O4 (TYP.) O5 PROVIDE CONGEALED FLA5HIN6 AT ALL ROOF Z INTERFACES. W Q _j O STRUCTURAL COLUMNS d HEADERS TO HAVE 00 WOOD FINISH J Z T Cfl OPROVIDE BLACK STEEL CABLES a BLACK J v O COORDINATING HARDWARE Z , d' RAILING NOTE: ix _jQ Z eclq -I O I. 42" HIGH GUARDRAIL 4 SPINDLE 5PACIN6 NOT TO W W CO ALLOW PASSAGE OF A 4" 0 SPHERE 2. GRIPPABLE RAIL AS PER GODS Ln 5. RAIL t SPINDLES TO BE 13LACK METAL O rl J O O NEW A/C CONDEN5ER W U ' W 2 2 J U J Q / O 201 202 V" / / O b IB — 5 Oju 8 rz I 71 L F.F. O II O L 101 F. 3 F.F. H NEST ELE\'AT I ON (FRONT) SOUTH F-LF-\Y/AT I ON (R 1 C HT SID-) Z W SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" 0 W m EXTEND EXISTIN6 CHIMNEY W F- ,-To 2'-0" ABOVE NEW ROOF; FINISH To MATCH EXI5TIN6 0 PROJECT: N SLOAN - / RENOVATION �— LIJ LI 235 ROGERS ROAD SOUTHOLD, N.Y. 11971 DRAWING TITLE: -- \ / \ / PROPOSED EXTERIOR ELEVATIONS 4 F.F. -F.F. A-401 I PAGE: A-201m00 o� \\ // I —max pox �X O r Lu DATE: 11/18/21 8 OF 14 O FI HI F.F _ - - - - - - - ---- -- - - F.F. — F.F. F.F. O EXISTING BASEMENT EGRESS O I III WINDOW WELL EAS-7 ELEVATION (REAR) NORTH F-LF-\IATION (LEFT S1DE) SCALE: I/4" = I'-O" SCALE: 1/4" = P-O" BUILDING SECTION NOTES (L Q U p t= a) ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW METAL ROOFING;H.O. TO SELECT LLI CN 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO ri ri 24 FROM INSIDE FACIE OF STUD WALL AND AT VALLEYS OVER W 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER Q 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Z 5. GAP SHINGLE OVER RIDGE d HIPS (AS RED'D) 6.PROVIDE RIDGE VENT (AS REQ'D) O = Z J Y "I. FLASH ALL VALLEYS 2 S.INSTALL DRIP EDGE AS REQ'D Lo Q. INSTALL ALL A5 PER MANU. SPEG.'s TYPICAL ROOF $ CEILING CONSTRUCTION: O O NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL Z d' DO PLYWD SEAMS) • R.R.,G.J., 3 G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING m CENTER OF 3 0 SPAN,U.O.N) • MIN. OF R-49;BATT INSULATION W/2" SPRAY Z W FOAM AT EAVES = Q J TYPICAL EXTERIOR NALL CONSTRUCTION (TYP.): 4 � - J 00 sO • UPON "TYVEK" HOUSE WRAP (OR EQUAL) _ Z O • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/DSL. TOP PLATE • PROVIDE 2" SPRAY 11-`OAM (R-14);PLUS R-II BATT > O INSULATION;TOTAL R-25Q Z • 5/8" GYPSUM BD. WALL FINI5H _ \ \ _ EXI5Tcc \\\\ UNFINISHED [t LL —1 N NEW EXIST. EXTERIOR 2"X4" STUD WALLS PROVIDE NEW 3° = BEDROOM \� \ ATTICS 12 W _ �, Im SPRAY FOAM (R-21) NEW F.J. A5 PER PLAN \\ NEW G.J. AS PER PLAN��R � ~ = U NEW SIDING NOTE O I. INSTALL NEW SIDING AS GALLED OUT PER _ BTM. OF EXIST. EXPOSED BEAM ELEVATION NOTES 2."TYVEK" HOUSE WRAP (OR EQUAL) \ \ 5.INSTALL ALL AS PER MANU. SPEC.'s \ 4.PROVIDE ALL NECESSARY TRIM FOR \� PROPER INSTALLATION SII cr.W 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL \ o 0 0 0 OPROVIDE (1) NEW 5 ON AIR HANDLER: w U I. UNIT BY "RHEEM" OR APPROVED EQUAL W 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 2" 5.INSTALL AS PER MANUFACTURER SPECSJ V 4.INSTALL IN ATTIC, AT BEST LOCATION TO 'MINIMIZE J SOUND NEAR LIVABLE SPACES U PROVIDE I NEW 5 ON AIR HANDLER:() L MODIFIED NEyy MODI IED Q O I. UNIT BY "RHEEM" OR APPROVED EQUAL LIVING ROOM FOYER Law 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 2" 5.INSTALL AS PER MANUFACTURER SPECS EX. F.J. AS PER PLAN EX. F.J.AS PER PLAN 4.INSTALL IN ATTIC AT BEST LOCATION TO MINIMIZE SOUND NEAR LIVABLE SPACES m� TYPICAL FLOOR GO1'45TRUGTION: O I. FINISH FLOORING TC SELECT 2. 5/4" T4& GDX PLYWD. SUBFLOOR GLUED E SCREWED - 3. F.J. A5 NOTED ON PLANS - AT SPANS OVER 5' INSTALL 'X' BRACE V MIDSPAN `fl 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION);SPRAY FOAM RIM JOIST EXIST. EXIST. EGRESS A5-BUILT LAUNDRY WINDOW 4 GREAT ROOM ROOM WINDOW WELL SECTION I -I/A-SOI SECTION 3-5/A-501 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z w _ PROPOS D RIDGE HEIGHTO-------------------------_ ELEV. +22.5, U r LU 0 - i PROJECT: EXISTING RIDGE SLOAN • � - 5 m � RENOVATION PROPOSED SECOND FLOOR ' ELEV. +II.6 -- hd NEW F.J. AS PER PLANS \ \c�Zl \\ k\k\ \�\\\ \\ 'yJ\\y - 235 ROGERS ROAD \s NEW F.J. AS PER PLANS'\YWAWW �J SOUTHOLD, N.Y. 11971 m$ DRAWING TITLE: BUILDING SECTIONS IIL— IILL— EXIST. FIRST FLOOR \ \� ELEV. +1.5' —�� NEW WALK-IN - NEW a PAGE: ROOM BASELINE ELEV. +O.O' 30011.00 DATE: 11/18/21 9 OF 14 AS-BUILT EXISTING EXISTING FIN15HED BASEMENT GREoNT ROOM LAUNDRY ROOM ELEV. -------------- SEC-MON 2-2/A-501 SCALE: 1/4" = P-O" "DETAIL TO BE UT I L I ZED FOR NYS T`I'P I CAL STAIR CODE ALLONANGES NEW WHITE DUROLAST EPDM ROOF � V �\ MEMBRANE (OR EQUAL); INSTALLATION, Q CONTRACTOR TO PROVIDE SHOP DRAKNCS OF PROPOSED METAL $ NOOD STAIR LAPPING OF SEAMS,AND SEALING OF EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY SPEC.'S. BUILD UP W/2" PITCHED GOPIN& REQUIRE &ALV. DRIP STOP EDGE. LLJ 04 RI61D INSULATION TOWARDS &UTTER. J rI Lu PERIMETER OF ROOF INSULATION W WRAPPED IN VAPOR BARRIER Q W HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE NEW J" THK. PLYWOOD Z SPECIFIED ON \ SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'s; ROOF DEGKIN6 PLANS AND NOT PROJECTING MORE THAN 4142" INTO NEW I" THK. RI&ID INSULATION 0 ! = Z ADHERED TO DEGKIN6 &ALV. I _j STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT J DRIP-STOP EDGE 0 — SECOND FINISHED FLOOR ap. Lo wM S � W O \ IY2' MIN. SPACE BETWEEN ~ p \\ \\ WALL AND HANDRAIL Z ! W NEW " THK. GYP. BD. Q j ...1 PROVIDE INSULATION BETWEEN CAVITIES 00 \ PER ENERGY TABLE (WHEN APPLICABLE) Z 0 STANDARDS FOR C R I PPABLE HAND RAIL � SCALE: NT5 ROOF RAFTERS AS NOTED ON PLAN -J O � Y Z >: 4 dJ z GROSS SECTION Q Z Q HANDRAIL 2 FLAT ROOF DETAIL J (D W Cfl tu CLEARANCE CIRCULAR NON-CIRCULAR In m e'i OPEN RISERS NOT TO = ALLOW PA55A6E OF - O .00 SCALE: I I:_O 1,,- � � / 4"0 SPHERE / 4"-(M4" / / O J O/ / \�\ � 1Y24��_2:� 214" MIN. / METER MAX. z W \ All 60tu / F- \ v / / / 5/4"xb" P.T. V W DECK BOARDS P.T. DECK JOISTS A5 NOTED ON PLANS = J m U J \� 5/4" x REQ'D j / HEIGHT P.T. RISER ° ° ° Q 5/4"xb" P.T. DECK BOARDS 2"x BLOGKIN& ® EA. \\ I STRINGER TO MATCH SIZE " OF P.T. DECK JOISTS FASTEN STRINGER TO BLOGKIN& (MIN. b FASTENERS) Mosi (iYPJ i 4" THK. x 8" WIDE x WIDTH 2"x12" P.T. STRINGERS ® ICP" O.G. (MIN. 5 5TRIN6ER5 OF STAIR P. GONG. PAD EA. 5TAIRWAY) 2"xb" P.T. BLOCK IN BETWEEN FIRST FLOOR EA. STRINGER. FASTENED TO ALL DEGKIN6 SHALL BE FASTENED P. CONC. PAD w/ I01/64' x m 5-1/2" CONCRETE SCREWS BY r Y w/COATED DEGKIN6 SCREW5 BY "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) (5) SCREWS PER BLOCK qo,, MIN. &RADE GRADE INTERIOR MOOD STAIR DETAIL EXTERIOR MOOD 57A I R DF-TA I L A-401.00 : _ A-401.00 SCALE: 3/4 I -O SCALE: 3/4" z w O >U W TYP. ROOFING (SEE SECTION NOTES) w TYP. ROOF CONSTRUCTION Q (SEE SECTION NOTES) 1/8:12 PROJECT: R.R. AS PER PLAN PROVIDE 5" (MIN) GONG. COVER SLOA1�9 OF ALL REBAR WITHIN P. GONG. METAL FINISH SIMPSON H2.5A RAFTER FOUND. WALL5 4 P. GONG. FT6'S. PROVIDE STRAPPING 4 NAILING RENOVATION A' T PER CONNECTION D IN 1 \E Y OVAT I O N TIE (OR E " QUAL) TYPICAL NAILING/STRAPPING PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BEAM AS PER PLAN 5/4"xb" P.T. DECK BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" BOARDS PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. (WHEN APPLICABLE) "SIMPSON" PC64 NEW "SIMPSON" LU526 \F\ NEW (2) 2"xb" P.T. SILL PLATES 235 ROGERS ROAD FLOOR SYSTEM AS (FOR 5 PLY BM) GALVANIZED JOIST NOTED ST PLAN UPON SILL SEAL UPON COPPER SOUTHOLD N.Y. 11971 'SIMPSON E3052-2/4• HANGER TERMITE SHIELD (FOR 2 PLY BM) (2J I/2"4' HOT DIPPED &ALV. BOLTS ® EA. P05T w/OVERSIZED P.T. D.J. AS i = WASHERS 4 END NUT PREBORED - z v NEW 5/5"4' HOOKED ANCHOR DRAWING TITLE: PER PLAN (V� � I INTO BEAM, POST,DECK TIE 4 '1 _ RIM BOARD A55EMBELY ; BOLTS 0 501" O.G. w/5" SQUARE = X F P.T. BEAM AS NOTED WASHER 4 ENONUT DESIGN D ETA I LS SOLID BLOCK ® 12" O.G. b EXIST. EXTERIOR ; (2) 51MP50N DJ714Z (1) 1/2"0 H.D. &ALV. THRU #4 HOOKED VERT. `r f� 5HEATHIN6 DECK JOIST TIE ® BOLT w/OVERSIZED WASHER REBAR ® 48" O.G. "•.I G GRADE EXIST. SIDING MATERIAL EA. POST 4 END NUT PREBORED INTO WI I. •` 8" 11 POST 4 DECK JOIST TIE #4 HOR. CONT. REBAR ® TOP 4 "SIMPSON" ABA44 BOTTOM OF WALL (2 TOTAL) BUILDING PAPER 4 HOUSE WRAP P.T. P05T AS ® E P. GONG. FOUND. WALL all EXIST. STUD WALL TO FULLY OVERLAP FLASHING COLUMN BAS PER PLAN iv 4"x4" P.T. POST I � I' PAGE: (MIN. 4,000 PSI) jl CPAP FOR &RADE II .. •— II DRAINA&E 5/4"xb" COMPOSITE II P. GONG. GOVT. FTG. I O Z DEGKIN6 (U.O.N. ON PLAW 11 (MIN. 4,000 1:151) II - € x "Z" FLASHING 5EGTION/DETAILS) A-401m00 12"4P 'SONOTUBE' FILLED II 11, SOLID w/ P. CONC. b 011 � (5) #5 HOR. CONT. REBAR (MIN. 4,000 P51) z II• ! 4" P. GONG. SLAB "SIMPSON" - FLA5HIN6 POST BASE PER _� . • '. A, a, DRIP EDGE P.T. DECK JOIST DATE: 11/18/21 10 OF 14 P05T SIZE - COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w/(2) FLA5HIN6 P.T. DEGKIN6 p11 II° ` 6 MIL POLY �A � 5/8" m x 5" LONG HEAVY DUTY GAL. _ (2) #4 HOR. REBAR jl q MOISTURE RETARDER • LA6 BOLT5 ® ICP" O.G. INTO MUD SILL 4 METAL &ALV. JOIST HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN 4" GRAVEL BASE — BY 'SIMPSON' (OR EQUAL) w/(2) 5/8 � x 5 LONG APPROVED (2) #5 BENT / I '-4' MASONRY ANCHORS ® 16" O.G. EA. JOIST a I 1� a REBAR PROV. GLEAN 40 P.T. D.J. AS PER PLAN 24"40x12" P. GONG. PAD II yI a COMPACT FILL "Z" FLA5HIN6 FTG. (MIN. 4,000 P51) JI a L 1 1 1 EXIST. FOUNDATION WALL --t:��a �. GO` FRED PORCH DETAIL EXTERIOR FOOT 1 NC DETAIL FOUNDATION NALL DETAIL EDS R A-401.00 _ A-401.00 A-401.00 �-- GONNGT I ON DTr�I L SCALE: 3/4 - 1'-0" SCALE: 3/4 = 1'-0" SCALE: 3/4" = I'-O" A-401.00 SCALE: I" Q U D F_- O W Z_ O J � CNI O Lu Q W >- O Z w Z FLOOR SYSTEM AS O J H J 0 NOTED ON PLAN LO O a' O NEW O 5TL. GAP PL. 'A' EXIST. BEAM AS o WELDED TO COL.;SEE NOTED ON PLAN GAP PL. DETAILS >- NEW 5-1/2" O.D. SGH 40 NEW POSTS d KNEE >C Z NEW BASE PLATE 'A' HOT DIP &ALV. 5TL. COL. WALL AS PER SECTION O WELDED TO CGL.;SEE (ASTM A125) AS PER = 0 BASE PL. DETAILS FOR FOUND. PLAN BY 51MS F— E30LTINO STEEL (OR EQUAL) W NEW WHITE DUROLAST EPDM ROOF Q EXIST. P. GONG. SLAB MEMBRANE (OR EQUAL); J PROVIDE GOLD JOINT (PATCH AS R=G'D) 00 AT GONG. SEAMS (TYP) INSTALLATION, LAPPING OF SEAMS, AND SEALING R OF EPDM MEMBRANE NEW P.T. DECK NEW 2X SLEEPERS AS PER MANU. SPEC.'S. BOARDS AS PERTO CREATE TOP Z 0) (D PLANS INVERTED 1/8:12 �-{ a PITCH—\ I Y O ° a ° CJI I� • _ 1 7-7_- _ 17= EXIST. &RAVEL a ° - � Z N BASE ( „I I NEV (5) #5 HOR. NEW 2X SLEEPERS TO Lu 0 't REBAR UPON (5) #5 NEW „ CREATE BOTTOM HOR. RI=—BAR (6 TOTAL) PLYWOOD I/8:12 PITCH;PITCH 0 Q NEW 24"x24"xl2" 'r"I J O DEEP P. GONG. PAI) AWAY FROM FTC,. (MIN. 4p00 PSI) EXIST. FILL EXTERIOR WALL J015T AS PER PLANS �< W H W F- V U J Q STEED_ COLUMN 4 FOOT I NC DETAIL EXTERIOR BALCONY l7ETA I L A-402.0SCALE: 5/4" = I'-O" JA-402.0qSCALE: I I -O 8 (4) 5/8" H.D.G. LAG BOLTS (PREDRILLED) \ 0 5/8" THK. PL� — — 5/8" THK. H.D. 1/14ii OALV. PL. OAP PLATE 'A' FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER z w 811 (4) 5/8" H.D.G. LAG 0 U BOLT5 (PREDRILLED) LLI ct— O O PROJECT: 5/5" THK. PL. �4 5/8" THK. H.D. S LOAN i%2" GALS. PL. RENOVATION OAP f=LATE 'B' FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (5) :2" WIDE OR (4) 2"x WIDE 235 ROGERS ROAD DIMENSIONAL LUMBER OR 5.25 WIDE PSL SOUTHOLD, N.Y. 11971 DRAWING TITLE: DESIGN DETAILS 2 Y4 I PAGE: O.D. 5GH. 40 HOT DIP GALV. 5TL. COL. A-402mOO (ASTM A125) AS PER PLAN WELDED TO PL. VxVx5/8" THK. ^ 5TL. BASE PL. DATE: 11/18/21 11 OF 14 Ol 05 (4) 1/2" HOOKED ANCHOR BOLTS EMBEDDED INTO FOOTING MIN. 4" W/ OVERSIZED WASHER AND END NUT SETUP BA5E PLATE 'A' t 2 STEEL. COLUMN OAP BASE PLATE I�)ETA I LS A-402.0 SCALE: 5" = 1'-0" el lm/ I 5ENE;�� J�AI 5)`/ 50L <EY : FOUNDATION PLAN NOTES (L 0) TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: V XISTING TO BE 'DEMOLISHED NEW PARTIAL HEIGHT • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD Q _ E 4 SILL SEAL W Z 0 WOOD FRAME (L.G. STL. ANCHOR BOLTS As PER PA&E 6-005 W 0 N WHEN APPLICABLE) • P. GONG. FOUND. WALL AS PER DETAIL UPON J T-I EXISTING TO REMAIN • P. GONG. FOOTING AS PER DETAIL T-i NEW FOUNDATION WALL %i • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR Q W NEW WOOD FRAME (L.G. W �•���;�: B.O. FODTIN6 3-0BELOW GRADE MIN. STL. WHEN APPLICABLE) < -- I/2 EXPANSION JOINT m PERIMETER OF SLAB (WHEN � Z APPLICABLE) NEW I-HR FIRE RATED X MIN. (2) 2"x4° STRUCTURAL v� • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / OJ _ 2 WOOD FRAME (L.G. 5TL. F- J POST FOR 4 WALLS STOOPS (WHEN APPLICABLE) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET J F05T FOR 6" WALLS), U.O.N. FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 0 0 NEW 2-HR FIRE RATED O WOOD FRAME (L,G. STL. LU) w WHEN APPLIGABI_E) O I6"x8" DEEP P. GONG. CONTINUOUS FOOTING �- q* m AS PER NOTED DETAIL (TYPJ Z O OHOLDOWN: HOLDOWN 'D' As PER PAGE 6-005 Z Q W OFOUND 8 POSTS FOR WD. DECK: J 00 WD. P.T. POST d P. GONG. PIER UPON FOOTING AS PER Z 't 0 DECK DETAIL (TYP) m FOR WOOD STAIRS 0 GRADE: O O 4" THK. P. GONG. PAD 8" WIDE x REa'D LEN67H UPON b" &RAVEL UNDER 2"x12" P.T. STAIR 5TRIN6ER5 0 m Z Cvq V MAX. 16" O.G., U.O.N. (MIN. 5 5TRINOER5) TYPICAL LEDGER BOARD 0 EXT. DECK: W W CO O6 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS Lf) _ Tq 2. SECURED w/(2) 5/8" 41) x 5" LONG H.D. GAL. LAO BOLTS ® 16" O.G. 5. INSTALL H.D. &ALV. JOIST HANOER5 BY '5IMP5ON' (OR J 0 EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDIN6 4 BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL W U W ~ U C-) J Q 4 - - — — — — — — — — � — — — — — — —� — — .�: . .. EXIST. FTG. TO REMAIN; 6"xb"4" STEEL POST WRAP (5) 1.75x11.875 LVL HDR b"xb"x " STEEL POST WRAPVERIFY . MATCHES DETAIL / \ i AND PPROVIOST;ALIGN W/ WITH IX CEDAR;PROVIDE 3" WITH IX CEDAR;PROVIDE 5" i PVC- LEADER PIPE INSIDER PVC, LEADER PIPE INSIDER "5/A-401" OTHERWISE EXISTING POSTS INSTALL NEW SQ. STEEL COLUMN SQ. STEEL COLUMN I I I I I I I I I EXIST. BRICK a PATIO 0 a EXIST. PATIO PROP. PATIO < 8H GH o (i 6 i EXTENSION Q I I I p0 \NEN ROOF COVER I I I I I I I I I — 1 NEW DN. EXIST. BILGO - - - - - - - - - - - - ENTRANCE DSL. q.5" LVL HDR. DBL. q.5" LVL HDR. DBL. q.5" LVL HDR. I 7 -- T-1 — --1 1— — 1-T -T I I T- — T-1 — -1 I I- — -T I — — 1 T — T-I — z uj p 11 EXIST.Il WING I I I N .D -� X ® EXIST. MEGH. 1 I I I I I I I MODIFIED ROOM I p I 11 p BEDROOM w MODIFIED -I � I ILIVISNoGo 5 oOM 24'x24 xI2 D F. POURED GONG. 5TEEL COL. I O �Y '. X " 5TE POST BEARING WALL AS-BUILT I I r( I I I b" KI FL N TO GREAT ROOM PABOVE�M PROJECT: DN. I I EXCEPTI(5 RDER ..,,; NEN — (3) I"T5"xlb" 2.QE 6P DRP��M W/(2) .5" TEEL FLITCH GL ®AN B -- pL f I - BOLTED�N/ O 5 UP.44 -AND�N�O.G. P05T FROM EXIST] (5) 2"xl2" [FLUSH— ' �_ l-f � IT � ABOVE,VIF HDRl;ASSUMED VIF J4"x,61'4' �o) GL RENOVATION NEW WALK-IN STEELIPQST K/FLANGE TO �IL I EXCEPT GIRDER �N W PWDR. r s5 S.F. COL. EXIST. I RM DBL. q.5' LVL JOIST �^ ISF. in — 235 ROGERS ROAD EXIST. p L EW -i NEW MASTER ® LAUNDRY I I L� O EW BATHROOM _ SOUTHOLD N.Y. 11971 �l 7 FOYERIL ROOM i 5.r. qo SP. _ AS >< o c I N 10 S.F. a po PWDR:,J m '� DRAWING TITLE: RM. o � ® ® o l- m I Q SUMP I ( MODIFIED 1 �I - PROPOSED STRUCTURAL PLAN t4 " PUMPL;l os 150 S.F. I U 36 x24 H. —'�OPENIN6'r DBL. q.5" LVL HDR. BL. 2 x10 DR D 2 xl0 H - D L. 2"xl ii HD, R P05ED 4" TP DW L G W SPACE b • Q PAGE: LE ° � I p � o I X ® 1 Soo it 6" 6" NEW COVERED N WITH IX CEDAR;PROVIDE 5" w ® II'-Oy2" II'-02" IB'-10" 6"xb"x " STEEL POST WRAP z PORCH PVC, LEADER PIPE INSIDER 4 (5) 2"x10" P.T. DRP / (5) 2"x10" P.T. DRP / (5) 2"x10" P.T. DRP / (2) 1.'75"xq.5" 2.OE 6P FLUSH LAM K/(1) 25" STEEL 285 S.F. 50. STEEL COLUMN DATE: 12 OF L GIRDER 1- GIRDER ( 61RDER 1 - FLITCH PLATES BW/ OLTED " BOLTS UP AND DN 1' O.G. - - NEW - (2) I.'T5"xq.5" 2.0E 6P FLUSH LAM 14 \ /- — — — — — — — — — — — — ---C -/ — — — — — — — — � / b,,,x6"x1" STEEL P05T WRAP - WITH IX CEDAR;PROVIDE 5" " PVC LEADER PIPE INSIDER 5 50. STEEL COLUMN PROP05ED FOUNDATION STRUCTURAL PLAN FROFCSEI7 FIRST FLOOR STRUCTURAL PLAN 50ALE: 1/4" = P-O" 50ALE: 1/4" I .• i 0ENERAL ERAL S I I " 1501= <E**r : Q Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W = N WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL �' Q W STL. WHEN APPLICABLE) `° Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V WOOD FRAME (L.G. STL. 0 POST FOR 4" WALLS 0 Z (MIN. (2) 2"xb" STRUCTURAL J I— J WHEN APPLICABLE) F" Lo `.c POST FOR 6" WALLS), U.O.N. (7) O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. STL. a Li) m WHEN APPLICABLE) >- . m Z O Z Q w J J 00 Z (D r-I LL w c0 Nri = LA o � O I - - - - - - - - - - - - - - - - - - - - F- w it I I � CREATE b" W CHANNEL 5" I DEEP;DIRECT W F= LEADERS. CHANNEL TO BE U I = J LINED W/COPPER AND OVERLAPPED WITH EPDM ROOF U J I � PROVIDE \\` BLACK PROVIDE EPDM ROOF ALUMINUM FINISH � MEMBRANE BUILT UP W. I ® FLAT ROOF PITCHED R161D INSULATION I EDGE (TYP) II a FLAT PROVIDE NEW BLACK PROVIDE BLACK ALUMINUM EXIJITIIN6 ROOF ED6ES;TTERS ® W/CEDAROV-6ROOVETMP, NUM 6" ROUND EXTEND CHIMNEY NEW 5TANDIN6 SEAM LEADERS IN THIS AREA TO VERTICALLY TO BLACK ALUMINUM ROOF PANELING MATCH SIDING COLOR ' ROOFJM 2-0ABOVE —Lill X DBL R.R. C —_ — — — — — — — — — — — — — -1 r- - — — — — - — — — — — - - - - - - - - - - - - - - - — - - - - - - - - - - - F ., r — — — — — -- — — — — — — — — (2) 2"xl0" HDR. (2) 2"xl0" HDR. \�� ------ - — — — — — — — — — — — — — — — — — — — — — — � I I II I II II IINEN ° I BEDROOM (H „ loo S.F. I VIEW u� BEDROOM COVERED 120 S.F. BALCONY O O 1'15 S.F. r CREATE b" W CHANNEL 5" x I m DEEP;DIRECT WATER TO NEW 2"x10" R.R. PROVIDE NEW LEADERS. CHANNEL TO BE BLACK ALUMINUM 6" LINED W/COPPER AND ~ z ® ® Ib" O.C. GUTTERS;LEADERS OVERLAPPED WITH EPDM ROOF NEW X IN THIS AREA TO t' GL. MATCH SIDING (2) 2"x10 HDR. \ \ 3.5"x11.5" SOLID CEDAR 61RDER COLOR IG 5.F. EXISTING RIDGE NEW (2�'xl0"HDR. BEARING WALL (2 2"x10" _ - - — _ — — — — — — — — — — — _ 12 1/8:12 - II II II W �� 'o = II I! II II II II II II' = I I II II II II II II I I — —I I o II II II II II II II I � NEW w I �' II II_ II II= II— _ 1L �l _ �1 _I� 1L — —I > IIDN. d - _ _ — — — - — - - - - - - - - - -� - - � w NEW / -- O I� _ VIII 35"x115" SOLID CEDAR GIRDER IIIA I L — —I BATHROOM n® w V( /PROVIDE NEW Lu v w PROVIDE EPDM ROOF BLACK — v n ALUMINUM IN® BALCONY W/ v MEMBRANE BUILT UP W/2 = Q PITCHED RI61D INSULATION I I x — FIN PERGOLA PERo — 111 oNGOiNL6 ns S.F. IIILn �, _ I IL — =1 II II —I I PROJECT: SOLID CEDAR GIRDER = 11 11= I1 IF-1 � I - - - - - - - - �r U I'' II II II II II II I'', m �_ DBL. .5" DR. _ - - � _J RENOVATION SLOAN D L. 5LH R. 5 SOLID — — — — — — — — — — —ONE II II II II II II II I 77 - RJOIST — — — — — — — — — - - TLI O35"x115" SOLID CEDAR GIRDER I6100 -1I— _ —IL _11 —II—IL - INTO WALL i ry 235 ROPERS ROAD PROVIDE EPDM ROOF _ SOUTHOLD, N.Y. 11971 MILT UP W. I" PITCHED RIGID INSULATION CREATE 6" W CHANNEL 5" PROVIDE TPROVIDE AZEK FACIA AND DEEP;DIRECT WATER TO BLACK LACK AZEK SOFFIT VIITH VENTS (TYP. LEADERS. CHANNEL TO BE ALUMINUM FINISH SE EB GABLES DRAWING TITLE: ® THIS GABLE) LINED POPPER AND FLAT ROOF PROPOSED STRUCTURAL PLAN OVERLAPPED WITH EPDEM ROOF EDGE (TYP) V u NEW 5TANDIN6 SEAM BLACK ALUMINUM ROOF -4/: _ :2 I_-1 PAGE: FROPOSED SEOOND FLOOR STRUCTURAL PLAN FROFOSE1';� ROOF FRAM I NO PLAN S-1021. 00 SCALE: 1/4 - I -O SCALE: 1/4" DATE: 11/18/21 13 OF 14 `1, a' U LLJD ;. d7 ZLLJ _ O CN —! s vi Q LLJ W rl � � Z 4" FRESH AIR VENT 3"I THROUGH ROOFix � OO O cr :211 NEW BATHROOM r I I I I NOTE: I I i I ALL PLUMBING # I-- OC I I 1 1 a0 FUEL 6A5 WORK Z 00 1 1 p SHALL CONFORM Lu 2:d 2��1 :2111 I TO LOCAL J PLUMBING CODE d 00 IL Q I I EXPANDING FOAM" (OR EQUAALL)( PROVIDE ABFP200 FUEL 6A5 Z 1 11:211I U I I AT ALL PENETRATIONS IN FIRE Lu I I RATED WALLS AND w Z �' 0 � W•K�• 1 I FLOOR5/GEILIN65. PRODUCT � PIPING PENETRATIONS: � � O I5HOWER 1 CONFORMS TO ASTM E 814, I. PROVIDE "ABE5G0 FP200 FR Q Z 4 A5TM E 84,AND UL 14"iq EXPANDING FOAM (OR EQUAL..) AT ALL PENETRATIONS AT WALLS G.O. 2 I AND FLOOR5/GEILIN65. N _ 2.PRODUCT GONFORM5 TO A5TM E W _ ------ ---- 814,ASTM E 54, AND UL 14"71 cr NEW MASTER __--------- ———„ I NOTE: BATHROOM —r-- I 2 I I NEW PWDR. ALL PLUMBING WORK J O I I I SHALL CONFORM TO _ ---r— —r--� I I MODIFIED 1 1 I RM LOCAL PLUMBING CODE O „I 2"1 1 0 2„j 1 I KITCHEN I 2„1 KITCHEN LL W 2 1 I I 1 I 12 I 211 1 I GLEAN OUT F 1 I I 12 11 12 1 1 1 3 AS REQ'D I 1 I I j `-� j I I EXIST. F.A.I. TO V IL I REMAINr1l I 1 I W.G. RANGE .. 1-�” 14 1 I 1 �� Fri WSHOWER W U G.O. 2 2 1 3.. _ U J I EXIST. PROPANE AS-BUILT I G O 6A5 SUPPLY TANK Q A5-BUILTPSR' 1 4" k _ GREAT ROOM RM. —"� 4" HOUSE __ 2 MAIN DRAIN G.O. I 2-11 2"1 21 1 2" 4" TO 5EPTIG a Q 7i i i i SYSTEM t� I 1 I 14, 1-� I I I I S.P. FLUME I N RISER - DRAIN / NASTE / VENT CAS R1 SFER - SUFFLY 5GALE: NTS 5GALE: NTS z w O U IL O Lu w H Q NEW BATHROOM PROJECT: NOTE: ALL PLUMBING WORK w SHALL CONFORM TO OOQ q4 LOCAL PLUMBING CODE SLOAN RENOVATION p� LEGEND i V .0 HOT WATER m �I I� �I I� �ry SHOWER F-------15UPPLY 1_ 235 ROGERS ROAD --- -- --- -- — �.,—„—..� GOLD WATER SOUTHOLD, N.Y. 11971 .._.. .—..—.. y_..—. - ................... SUPPLY I 1 PROVIDE "A5E5GO FP200 FR NEW MASTER I I MODIFIED NEW PWDR. EXPANDING FOAM” (OR EQUAL) DRAWING TITLE: BATHROOM I 11 KITCHEN RM AT ALL PENETRATIONS IN FIRE Ij RATED WALLS AND PLUMBING RISER DIAGRAMS FLOOR5/0EILIN05. PRODUCT CONFORMS TO A5TM E 514, LL i 04 i O4 I: i Q4 ASTM E 54, AND UL 14-Tq GAS RISER DIAGRAM IL I v W.G. =I V 3:1 v �� _� z� Iv N iv1 0ryl �= 5H0 WER I ry1 N ry I m I— y jNil TUB �1 (— PAGE: CONNECT T 3:1 =10 ®®1 EXIST. WATER I v I V j SUPPLY SYSTEM TO STREET 1 ! I I A5-BUILT A5-5UILT rWATER MAIN DATE: 11/18/21 14 OF 14 I I I I GREAT ROOM 1 1 j PWDR. .._. _.._..� 6< (s< j RM. 4 Q Q m FLUMBINO R 15ER - 5U1` f=L`I' 5GALE: NTS r w