Loading...
HomeMy WebLinkAbout49673-Z �o�g11FFU1RcoGy Town of Southold 9/10/2024 a P.O.Box 1179 0 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45535 Date: 9/10/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 475 Lake Ave, Southold SCTM#: 473889 Sec/Block/Lot: 80.-3-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/21/2023 pursuant to which Building Permit No. 49673 dated 9/12/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and"as built" second floor storage loft to existing single-family dwelling as applied for. The certificate is issued to Graham,Jean of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49673 6/27/2024 PLUMBERS CERTIFICATION DATED 6/10/2024 Richard Cannarella Auth i d S' ature ��o�g�FFD��co TOWN OF SOUTHOLD oy BUILDING DEPARTMENT c x TOWN CLERK'S OFFICE SOUTHOLD, NY �Ol � 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#: 49673 Date: 9/12/2023 Permission is hereby granted to: Graham, Jean 1221 Hillsboro Mile #29A Hillsboro Beach, FL 33062 To: construct alterations and legalize "as built" second floor storage loft to existing single-family dwelling as applied for per Trustees Non-Jurisdiction letter. At premises located at: 475 Lake Ave, Southold SCTM #473889 Sec/Block/Lot# 80.-3-17 Pursuant to application dated 3/21/2023 and approved by the Building Inspector. To expire on 3/1312025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $362.40 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $76.00 CO-ALTERATION TO DWELLING $50.00 Total: $488.40 Building Inspector pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 •��� �o sean.devlin@town.southold.ny.us �OUMf`I,N BUILDING DEPARTMENT TOWN OF SOUJTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jean Graham Address: 475 Lake Ave city:Southold st: NY zip: 11971 Building Permit* 49673 Section: 80 Block: 3 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE-NATIONAL ELECTRIC CODE Contractor: Electrician: Drage Electric License No: 44135ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 45 Ceiling Fixtures 6 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 2 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower Range Recpt 50A Ceiling Fan 2 Combo Smoke/CO 1 Transfer Switch UC Lights 5' Dryer Recpt 30A Emergency Strobe Heat Detectors 2 Disconnect Switches 3$ 8 LED Exit Fixtures Sump Pump 1 Other Equipment: W/D, Elec. Cooktop, Oven, DW, Fridge, LED Mirror(2), 200A Panel 40 Circuit/ 32 Used Notes: One Story w/ Crawl & Service Inspector Signature: - Date: June 27, 2024 S.Devlin-Cert Electrical Compliance Form o�oSufFoc,��oG Town Hall Annex �.Z. .yam Telephone(631)765-1802 54375 Main Road t P. O. Box 1179 y x Southold, NY 11971-0959 W • y�ol BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z4— Building Permit No. " t Owner: C01-n 6-rC-,AC V11 (Please print) Plumber: (`C hc.(r- J- lam(P(ki C,—r-e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 202A— DARCEE —ENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. OIA00019644 Qualified in Suffolk County Notary Public, � County Commission Expires January 9,2028 1 4 Ot �40 7� L475 L� OF SO(/T # TOWN OF SOUTHOLD BUILDING.DEPT. 631-765-1802 INSPECTION' [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. f [ .] 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: JA4F DATE INSPECTOR �OF SOUry°�o L - 1 (401 `_I-�0--__ L-ovka TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: N 5° c9 v DATE 2 'Z- INSPECTOR OE 50Ulyo� * ' TOWN OF SOUTHOLD BUILDING DEPT. oo 631-765-1802 INSPECTION ' . [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] 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: I ON& le DATE INSPECTOR OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. cou � 631-765-1802 4q&_ I3 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL- [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT:PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: da0lo L6044,019,A_ ' 46 DATE INSPECTOR AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build July 18,2024 ry Graham Residence AUG — 8 2024 475 Lake Ave Southold NY 11971 Tax map #1000-80-03-17 Building Department Town of Southold To Whom It May Concern. Based on my inspection at the above address the framing, rough plumbing,and insulation were all installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, Apo Anthony Portillo, RA, LEED AP 37 �0 4 1F, �1�V Page 1 of 1 GRAHAM - 475 LAKE AVE, SOUTHOLD Photo Report A M P Architecture Design + Build Framing I a . t _ . ..Yell A+s NOW !^ 1 y ` 1' � e -• 1 f{ JA Bann Ave ,. Majority of the exterior siding, roofing and sheathing has remained. When windows were closed and when the rear portion of the building walls and roof were repaired, new sheathing, siding and roofing were installed. A M P Architecture Design + Build Framing %lop" Ile yn '4" _� ...+... 1 a oil l y � A Of .F •.�•• ter' Majority of the interior framing has remained. Per plan, the walls that are not shaded, insulation was not replaced. See pictures of existing sheetrock remaining on walls. Newly framed walls are represented on the plans by a solid hatch and the stripped hatch. Strip hatched walls were opened and repaired. At these walls, sheetrock was replaced but sheathing remained. AM P Architecture Design + Build Insulation 0. p. r� _..... t t 4 '\ Y p f , 4 4 Y t a 1 . .. � Per plan, the walls that are not shaded, insulation was not replaced. The roof rafters over the proposed kitchen have 5" of foam insulation in addition to R-14 Batt (see plan). The newly framed walls around this rear portion have 2" foam insulation and R-11 Batt (see plan). AM P Architecture Design + Build Rough Plumbing 0 t r ` E j )� 4f ( y t F b� � V � 1 a• Note all existing elements such as framing, sheathing, insulation, sheetrock and subfloor that can be seen in the above pictures. AMP Architecture Design + Build Rough Plumbing IF ! F t .__. IF ! �c 7 Note all existing elements such as framing, sheathing, insulation, sheetrock and subfloor that can be seen in the above pictures. AM P Architecture Design + Build Rough Plumbing a, h A .I f S Note all existing elements such as framing, sheathing, insulation, sheetrock and subfloor that can be seen in the above pictures. AM P Architecture Design + Build L190 Address: Main Road.Unit 3A.Mattituck NY 11952 AMP Architecture Phone:(631)603-9092 i Design + Build July 18,2024 Graham Residence 475 Lake Ave Southold NY 11971 Tax map#1000-80-03-17 To Whom It May� Y Concern. Based on my inspection at the above address the framing, rough plumbing,and insulation were all installed per the architectural plans and meets NYS Building Code. 1 Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED APk, o �C�C�Qd� • DD I A U G 2 3 2024 BUILDING DEP L TOWN 3F SOUTHO Page 1 of 1 GRAHAM - 475 LAKE AVE, SOUTHOLD Photo Report AM P Architecture Design + Build Framing -t� ZI 4.1 ..7A ' —`< ■. �I 11 . , � ,iaAA . :"W w , Awl Majority of the exterior siding, roofing and sheathing has remained. When windows were closed and when the rear portion of the building walls and roof were repaired, new sheathing, siding and roofing were installed. A M P Architecture Design + Build Framing . _ . 1 41 777"7-- KAI a AW- <PM✓^ sit c Majority of the interior framing has remained. Per plan, the walls that are not shaded, insulation was not replaced. See pictures of existing sheetrock remaining on walls. Newly framed walls are represented on the plans by a solid hatch and the stripped hatch. Strip hatched walls were opened and repaired. At these walls, sheetrock was replaced but sheathing remained. AM P Architecture Design + Build Insulation -10K f l IM` i t r. ♦ t F I Per plan, the walls that are not shaded, insulation was not replaced. The roof rafters over the proposed kitchen have 5" of foam insulation in addition to R-14 Batt (see plan). The newly framed walls around this rear portion have 2" foam insulation and R-11 Batt (see plan). AM P Architecture Design + Build Rough Plumbing 0 LJ*A 1 # f �y r , t j ;k t w: 41b Note all existing elements such as framing, sheathing, insulation, sheetrock and subfloor that can be seen in the above pictures. AM PArchitecture Design + Build Rough Plumbing At i - \ V-Tb' _ { p \� 'ik r Note all existing elements such as framing, sheathing, insulation, sheetrock and subfloor that can be seen in the above pictures. A M P Architecture Design + Build Rough Plumbing 4 ' -r l�i71�M? { 4�4' Note all existing elements such as framing, sheathing, insulation, sheetrock and subfloor that can be seen in the above pictures. AM PArchitecture Design + Build A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build 'ffV73 July 11th, 2024 Southold Town Building Department 54375 NY-25 Southold, N.Y. 11971 RE:Graham Residence 475 Lake Ave Southold, N.Y. 11971 SCTM#1000-80-03-17 Dear Southold Building Department, Attached I have the updated plans that reflect the changes made to the residence during construction. The changes are as follows: Floor Plan: -Partial Replacement of Floor Joists and Wall Framing -Removal of loft stairs Exterior: -Added Front Porch Overhang -Added a Generator(under a separate application) -Moved Dryer and Boiler Venting -Partial Replacement of Roof Structure Updated Pages Include: -G-001 -A-101 -A-103 -A-201 -A-301 oC�LQdL ` DD JUL 12 2024 BUMDING DEP L TOWN �)F SOUTHOI. -: Page 1 of 1 ?IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) y ------------------------------- FOUNDATION (2ND) 0 . Jy ROUGH FRAMING& PLUMBING r t� INSULATION PER N.Y. STATE ENERGY CODE Al vt 1 FINAL ADDITIONAL COMMENTS 4- o �• /7•�. elk- Go l A4 ins 11646OK5, Ceq 11 i 9'o le ��'' Z !�✓ of a ILA /L o r r�X '771a' c A ol a n s s V, so z x d r� b y =�o�q�FFOt,��oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnygoov_ Date Received APPLICATION FOR BUILDING PERMIT �i�' For Office Use Only � � I� II IVI PERMIT NO. l q 3 Building Inspector: MAR 21 2023 R 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 OFSOtMOLD Owner's Authorization form(Page 2)shall be completed. Date:03/21/23 OWNER(S)OF PROPERTY: Name:Jean Graham1. scTM#s000-g0-03-17 Project Address:475 LakeAye,_Southold NY 11971 Phone#:631-407-5296 Email:lifish475@optonline.net Mailing Address:475 Lake Ave, Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 " " Emailmsarabia@amparchitectcom DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo,AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOther Proposed first floor interior renovation $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTI(INFORMATION, Existing use of property:V Intended use of property. nbal_.Mid ha I Zane o use d'isttict in which premises is situated: Are there any covenants and restrictionswitfrrespect to this property? []YesjvNo IF YES,PROVIDE A COPY. tLAb -- eck"BoxAfter Reading•.Theowr %m�au�d�p�nal[sfe �axa and�`��� apw236oftheTawnGode.APPMTMLSHEREWMADEtotheBM!ngMPMftentfortWfss =Cicfx®WWMPemHpnrseaattotleeBu7dmgPone, acFi¢mrufebeTornofsoesthold.sa4�.comiSr,rie,rratameal4crappGraelelwis;; dreegulatieas:iart6cammioft�ui6egs>•: ; .Y ad&tons,a arforHmoralardeawftm'asherendesafied.Theappem,*a8mntumeiplyuiidhallapombleft.%wd'runm,bwifto� h.kii.ftand regulatiura 10 admit authorised inspectors on;w6vhes and'ia huafnB(s)for neoe�sary N,spectiaoz False sta[greerns msde herein are" punidabbasaCkmA R---ttoSer 2WAS4t6iftwyo*stmpeli3iuw.• -- - - Mv ft&Kbfe j r d Authorized'A gI e�nt`❑) By Od OwnerApplication Su Ic arabOt SignatureofA frt Date: STATE OF NEW Y COUNTY OF� ` `Le l being duly sworn,deposes and says that(s)he is the applicant (Name of individual s si Jign�ing contract)above named( �-y (S)he is the r I I 0+ � 1_ , 1'e� ►.JC oOPl (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 owl a and belief 34 .a that the work will be performed in the manner set forth in the application file therewith. BARA H. TAN DY Sworn before me this Notary Public, State Of New York No. 01 TA6086001 .20 013 Qualified In Suffolk County O�� day of --rar mi:sinn Fxnires 01/13/20 An Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I residing at do hereby authorize f 11 1 ►tom T li lJl I v' to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Veal-) 6awxafil Print Owner's Name 2 Glenn Goldsmith,President ®� ®F so Town Hall Annex ol A. Nicholas Krupski,Vice President t� ®A. Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOAR.D OF TOWN TRUSTEES TOWN OF SOUTHOLD January 30, 2023 Jessica Magee AMP Architecture, PLLC 1075 Franklinville Road Laurel, NY 11948 RE: JEAN M. GRAHAM 475 LAKE DRIVE, SOUTHOLD SCTM#: 1000-80-3-17 Dear Ms. Magee: The Southold Town Board of Trustees reviewed your letter received in this office on November 29, 2022, and the site plan prepared by AMP Architecture LLC dated November 10, 2022 and determined that the proposed second story addition and proposed one-story addition are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to;. and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area i 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, r�f Glenn Goldsmith, President Board of Trustees GG:dd • l BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD - Town Hall Annex-54375 Main Road -PO Box 1179 Southold, New York 11971-0959 t ,. lv �';: Telephone (631) 765-1802-FAX(631)765-9502 ` ro err southoldtovvrnn .cov—seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: • «?• a y Company Name: (Oct o E�-er-ckc, Electrician's Name: E+D 0 qc 13 p cq o License No.: tAy\$5 Elec. email: Elec. Phone No: %*1 q%.\k- Cop 55 M I request an email copy of Certificate of Compliance Elec. Address.: \"I 30 ROOSe\rcC\ s-\' O.Y. "112a JOB SITE INFORMATION (All Information Required) Name: G c t:Nh Address: %-kI 5 \-AX a Aoe. 500"T 01 0 \\Q Cross Street: 9 e- pon p� Phone No.: (31 5(,9 • 0G�,9 Bldg.Permit#: '--A(,I b email: Tax Map District: 1000 Section: (d0 Block: 03 Lot: \'1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �1T�cA�'�onS OPEw� tzh1�\ 'SrrsQec��or1 c'•erN r Square Footage: I \-too Circle All That Apply: Is job ready for inspection?: YES NO [Z'Rough In Final Do you need a Temp Certificate?: YES RrNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service Fire ReconnectOFiood ReconnedoService ReconnectE]Underground averheadi #Underground Laterals 0 1 2 M H Frame Pole Work done on Service? El Y MN Additional Information: PAYMENT DUE WITH APPLICATION \ Ls r t BUILDING DEPARTMENT-Electrical Inspector TOWN OF'SOUTHOLD Town-Hall Annex-54375-Main Road - PO Box 1179 Z. qq Southold, New York 11971-0959 Telephone (631)�765-1�02 - FAX (631)765-9502 IS fit ro err c.sQuthoidtgynnv.ciov se mdOo southoldtownny ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: '0 ay Company Name: Ocp� o Electrician's Name: E10 W Rc 4 p cq o 'License No.: MF,- H%A 35 Elec. email: c1c R o e\ecTc00,1 ZtAVO• COVA Elec. Phone No: %-1 qy�- 6p 5a M I request an email copy of Certificate of Compliance Elec. Address.: 113o gaosevcC\ s-- 0AKrq O.q. r\- lkb JOB SITE INFORMATION (All Information Required) Name: G cAh Address: 1-k-I 5 Cross Street: Re Ooc� Qc, Phone No.: 6 b i 5(Oq • O G�.9 Bldg.Permit#: `-1°l�`l 'J email: Tax Map District: 1000 Section: 90 Block: 05 Lot: X-1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �1�•�cA��onS oPt� �W�\ =nsQec��o*1 V its VIV--cw•efN r Square Footage: 1-tOo Circle All That Apply: Is job ready for inspection?: YES ❑NO ®Rough In Final Do you need a Temp Certificate?: YES ONO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect[IService Reconnect0Underground Overhead #Underground Laterals D 1 2 M H Frame F1 Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION 4 /" d Address PERMIT 9 St,vitchc,S �Pk-4v OU Ile,, GFI's Surfa(fe Sconces , � ` I H H's UC Lts �ans Fridge I HW Exhaust 0 v e n WAD DW M,m .arbors Micro Genera tor,ZZ—JA b c� coop t.0 p C AH Hood 'erv:ce Usec Amps Have pec a, o:�-,nrients .'~ �� U� A� �'f�����W�� Auumso.lnu ,� - - - - - - Phone:(63) / F� ' Build | - u���O� '� ����/w August 7th 2024 Southold Town Building Department - ^^ 54375NY'25 ''\\ - Southold, N.Y. 11971 RE: o��� �GrahamResidence ���}�� ',a�t�'~- 475 Lake Ave Southold, N!ill97l , SCTM#1OOO'8O'03-17 ' Dear Southold Building Department, Attached I have the updated plans that reflect the changes made to the residence during construction. The changes are asfollows: Floor Plan: � -Partial Repainnentof Floor Joists and Wall Framing -Removal of loft stairs Exterior: -Added Front Porch Overhang -Added a Generator(under a separate application) -Moved Dryer and Boiler Venting -Partial Replacement ofRoof Structure -Clarification regarding replacement ofroofing -Clarification regarding partial replacement ofsiding Updated Pages Include: -G-0UI 'A'lUl 'A'I03 4,20I -A-S0l Page lof1 \ \ Nunemaker, Amanda 4 From: Nicole Zebrowski <nzebrowski@amparchitect.com> Sent: Wednesday,July 31, 2024 1:33 PM To: Nunemaker,Amanda Cc: Anthony Portillo Subject: [SPAM] - Re:Graham-475 Lake Ave-PAA Clarifications For the BD Follow Up Flag: Follow up Flag Status: Flagged Hi Amanda, I am following up on our above email. Thank you, Nicole On Wed,Jul 24,2024 at 1:16 PM Anthony Portillo<aportillo@amparchitect.com>wrote: Hi Amanda, I am providing responses to your last email with Nicole Zebrowski. Also you will find attached sign off letters with photos, and revised drawings to clearly define what walls had work completed. I do not understand why this is being-questioned as a reconstruction. Half the home was not touched,the entire roof and walls were maintained, sheetrock was not removed in these portions of the home (you can see that in some of our photos). The orginal scope and the revised plans were all minor items to repair walls that were damaged after opened, nothing was reconstructed.You can clearly see in photos and when the inspector goes on site that most the existing siding remained on the home, none of the exisitng sheathing was removed. Regarding the inspection, I am a licensed professional and Southold Town allows professionals to sign off on the inspections. I was asked recently by your office to make sure we attempt to have the Building Department complete the inspections. This project was a small interior project that I deemed something I can complete,and we were trying to move the job forward as soon as possible. Please see responses to the comments you sent Nicole last week. 1.How much insulation was replaced throughout house? Per Plan,the walls that are not shaded, insulation was not replaced. 2. How much of the exterior sheathing was replaced? None,other than when windows were closed and when the rear portion of the building was repaired. 3.Are there new floor joists in sunroom area? Some of the Floor Joists were sistered in order to reinforce the structure. 4.What R-value was installed in the new roof rafters above the sunroom? 5"of foam insulation was provided in addition to R-14 Batt(See plan and photo report). S.Newly framed walls per plans Per plan,walls that are hatched solid,are newly framed.walls.Stripe hatched walls have been repaired (sheathing has remained but sheetrock was removed.) Nunemaker, Amanda .,a f From: Nunemaker,Amanda Sent: Thursday,July 18, 2024 8:45 AM To: 'Nicole Zebrowski' Subject: RE:475 Lake Ave Southold In addition,Section 303 on sheet A-301 is not on the plans to detail the new exterior roofed over area. From: Nunemaker,Amanda Sent:Thursday,July 18, 2024 8:42 AM To: 'Nicole Zebrowski'<nzebrowski@amparchitect.com> Subject:475 Lake Ave Southold Nicole, John Jarski,the building inspector, is requesting that you to set up a final inspection so he can try to figure out what exactly has been done under this permit.The amendment will not be approved at this time until he has gone to the site. Please also provide all photos that you have showing the construction in process. No inspections were made on this project which is presenting difficulty in proceeding with approvals. It is imperative that all required inspections be performed on all permits issued. If this project is deemed a demolition based on the amount of work completed, many approvals will be required such as DEC,Trustees,ZBA and Health Department. Please contact the office so we can set up an inspection so we can get this process moving along. As per,our phone conversation,the following questions were discussed: 1- How much insulation was replaced throughout house? 2- How much of the exterior sheathing was replaced? 3- Are there new floor joists in sunroom area? 4- What R-value was installed in the new roof rafters above the sunroom? 5- Newly framed walls per plans Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 pod GHT Bp�SIN bo.ii' MEvs ® Y SITE LAYOUT NOTES: _ —.•► I. THI5 15 AN ARCHITECT'S SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED >' j Q SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 5Lu EF\UP / HAMug LLJ $U�KN O 2. SURVEY INFORMATION WA5 OBTAINED J co N FROM A SURVEY DATED OCTOBER 28, w 2022 AND PREPARED BY: Q c CV O 5CALIGE LAND SURVEYING .� � N I SOUTH BAY AVENUE l9 I I5LIP N.Y. 11751 °"'f ° • . , O TELEPHONE: (184) 240-"lgaa I FRO—IE� + f .r '- L z (9 CL WIDE - PROPOSEED FIRST FLOOR INTERIOR RENO\/AT I ONS o 4, EXISTING I tw `;;� ` • 4„ " i .: ,;, a17 m (D %GRAVEL BUFFER J` K #', r5"#L .xRE ,'t Ord;' P R O J E�T DATA � = ` :; a��fi.� #a } �� 1 , bgg +q r.•w n y i ,. �rw. 'd` s 1. W �` LL PROJECT / ZONING DATA (A -- --- - - - --- - -- — ----- - - :� �r J' MA50 TAX MAP # 1000-80-03-17R.,._ ZONING DISTRICT r'R-40 NON-CONFORMING ya ' ` U Q —� — -- - -- — w `� ' :`S f SUBJECT PROPERTY I k LOT AREA n 1 O %X15T 0.3 ACRES W POSLAMT of - XI � m:.� 7 :,�,..• . 1 r . , M O G O E STING DWELLING - -d4.r;� , ' r ..,t+ � ..�-.:l. . . _.-i :• I° 4i� 'y W #Z-26312; 03/02/aa �r . """ ,�9 , 4 _ . ,,.:. _ �..� 4-j pp y{ I g . ADDITION � DECK � Wµ� rat' x Gofo - DECK ADDITION TO ! #Z-26646, 08/24/aa DWELLING i ---- �"".._�„•v x.r �.�'+k.y' ; 2�;t.., d + rYr. �� ,t Y, ��, .'`+.,a y rr`a a�r .. #": ,� . '� - ",�„J`,,; � f� #t v a t FEMA FLOOD ZONE ZONE X• REAR YARD ZONE AE6 p ' s� NON-JURISDICTION LETTER `""` "' s µ '�p ~ f L WETLANDS DISTRICT PROVIDED { x 4 • - {� ` ` `. s - NON- RISDIGTION LETTER .W• == " l / DEC, DISTRICT LOCATION MAP U/\ L PROVIDED nn 11 ►- (E j - / --- - -- - - - - - - - ------------- - - W O QZONE�NP�p EXISTING EXISTING SCALE: NTS Z° X - - -- HABITABLE GROSS Q 51-ACE AREA J" r F°O51 I FIRST FLOOR AREA I kO4 S.F. 1,7725 S.F. �A(5 E � 1,725 S.F. - O AREA TOTALS PROPOSED _---PROPOSED HABITABLE GR055 -00 1 .0 PROJECT LOCATION & SCOPE i - w I SPACE ; AREA _ SITE PLAN & ZONING DATA FIRST FLOOR AREA 1,566 S.F. 1,723 S.F. I AREA TOTALS 1 1,566 S.F. 1,723 S.F. , -may , .-. , _ - F GENERAL NOTES a o ENERGY TABLE r- O O STRUCTURAL DESIGN CHARTS c ++ > d W �A Fro E HOLDOWN, ANCHOR BOLT, 100�5�� LI 0 E soUoT ozD AREA CODE 280-207 (A)(I) - - -- - { STRAPPING, & NAILING DETAILS _- - - - FASTENING SCHEDULE � --- IN EXCESS OF 12,07�1 S.F. 2,07ci S.F. Lac ALLOWABLE TOTAL cca bo nn GFA GFA c - )°0°5 FRAMING GRAPHICS °' CONTAINING UP TO BEAM CONNECTION PATTERNS c, a EXISTING 20,000 S.F. o WOOD DECKS I — — _ - ----- --' FIREBLOCKING DETAILS °' w nA c o I ALLOWABLE S.F. / ,.�•„-�„•�,.,,• o ao � PLUS 12.5% OF 2,100 S.F. 260 S.F. 2,560 S.F. 2,520 S.F. - - a --- --- 17.3' EXCESS LOT AREA - _ _ - Q I ,Q I PROPOSED DEMOLITION PLANS o o - /� 0 0 o 5' LOT COVERAGE w 0 c oW MIN. I --�- __:-._n=_=_= _ =r_=. _.z_..,__�.� _,s =m=_ =4 -= _- =-t= -__-_,_._ _��_4�=- - /� 5OUTHOLD TOWN CODE 250-124 (B) _ _ Y ._ v = a o _ . > au PROPOSED FOUNDATION PLAN �^ X , L) V.I.F. EXIST. DESCRIPTION (FOOTPRINT) - AREA GOVERAOE a,0 x 4' DEEP DRYWELL I TOTAL LOT AREA 12,07a S.F. L \ N EXISTING DWELLING f 1,723 S.F. 14.3Y PROPOSED FIRST FLOOR PLAN o L Q EXISTING WOOD DEGK5, _.568 S.F. 4.79b PROPOSED ENTRY OVERHANG 37 S.F. 0.5% PROJECT: --•,/'\r- V v-..-.ram.,--' /" .r.,-'-.i- ..ti-..-„ ..-.r.i'-v-. i-"�,-.�-" - �.-----_----- -- _ TOTAL AREA OF ALL STRUCTURES 2 325 S.F. 1a.5% 1 GRAHAM _ J f. A-20 I °Q I PROPOSED EXTERIOR ELEVATIONS EXISTING I ^..�_.,, _�� - ^ - _ Q MAXIMUM LOT 60VERAGE A�L.OW D:20% RENOVATION STORY FRAME -- HOUSE; - _--- - - - - - PROPOSED IMPERVIOUS SURFACES < 8" FROM GRADE V INTERIOR - EXISTING ASPHALT DRIVEWAY 406 S.F. 5.4% - - - - ---_ - - -_-�[ - - --- BUILDING SECTIONS MODIFICATIONS �-�O I °O I EXISTING SLATE WALK 145 S.F. 5.6% PROP. 5' x L - ----_- - -=- - � DESIGN DETAILS 475 LAKE AVE ( 74" ENTRY ul� EXIST. MASONRY RETAINING WALL 64 S.F. - 11.3Y SOUTHOLD N.Y. 11971 F. TOTAL LOT COVERAGE INCLUDING EXIST FRONT PATIO 5,026 S.F. -- 0 7� I 'LI I SURFACES <V' FROM GRADE - jam- I Q I ,Q� PLUMBING RISER DIAGRAMS DRAWING TITLE: -- l°! I &ENERATOR GAS RISER DIAGRAM PROJECT LOCATION & SCOPE V.I.F. Ex15T. ��I (UNDER REQUIRED 5ETBACK5 - I STORY FRAME HOUSE SITE 5'c7 x 4' DEEP I NT YAK -- DRYWELL < - - APPLICATION) - - - — -------- --- PLAN & ZONING DATA - — REQUIRED -i EXIST. - -PROPOSED COMPLIES FRONT YARD - 35.0' -- � 22.8' 22.8' NO* l / - --f --- --- �f PAGE: / SIDE YARD 10.0' 0.4' 0.4' L NO* l -J �O - BOTH SIDE YARDS---� 25.0' --JI" 17.7' -� --- 17.7' NO* s0 :1 �0' —REPLACE EXIST. - ---- _ - - J - -- 10 TRENCH DRAIN 4 DRAINAGE CALCULATIONS REAR YARD 35.0 112.a' 112 a' YES �— MIN. / CONNECT TO - - - --- - - - -- - - --- --�-i � -- -'--- �^--.__,___ --_-._ __�.__- --__-----�_ / EXIST. DRYWELL IMPERVIOUS SURFACE AREA - * NON-CONFORMING SETBACKS ARE EXISTING; ALL PROPOSED WORK WILL NOT EXIST. INCREASE NON-CONFORMITY DATE: 9 12 23 EXIST. + PROP. BLDG. 1,826 S.F. / / 1 OF 10 i > PROP. LAMP N FOOTPRINT -- lu w BURIED l J POST m ` 2" RAINFALL EVENT * NEW u� PROPANE ��l EXISTING I O IMPERVIOU_S SURFACE AREA 304.3 G.F. N TANK 1��� ASPHALT lz 1 DEPTH OF V-P POOL RE0,'D In f DRIVEWAY G X ���� (42.2 G.F. VOLUME PER FOOT)LIA (L -„ z Q tip � N (2) EXIST. V0 x 4' DEEP DRYWELL = 8' DEPTH oj0� z ---_ - --- ----- -- -- --- --- / 1 - •-- 60.00 DRAINAGE SYSTEM INSTALLATION NOTES: --3- A MINIMUM OF 10' 5EPARATION IS REQUIRED BETWEEN DRYWELL5 4 F WATER SERVICE LINE, UNDERGROUND UTILITY LINES, 5EPTIG � ,;, L 00'00"W L D R I COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE / EDGE OF ALL FOUNDATION WALLS • A MINIMUM OF 5' SEPARATION 15 REOUIRED BETWEEN DRYWELLS 4 / CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ,y ` QF SITE PLAN SCALE: 1" = 10'-0" (5E I ` ERAL 5 I t-,,1E30L I : NEW PARTIAL HEIGHT0- _ EXISTING TO BE DEMOLISHED , ;;; WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) DEMOLITION NOTE: 0 • CONTRACTOR TO REMOVE EXISTING SIDING ONLY AS DEMOLITION NOTE EXISTING TO REMAIN : LU PROVIDE SHORING AND SUPPORT TO ALL AFFECTED NEW FOUNDATION WALL NECESSARY AND TO REUSE EXISTING 5IDIN5 AS STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT W I- { NEW WOOD FRAME (L.CS. MUCH AS POSSIBLE -I cu F -{ 5TL. WHEN APPLICABLE) ALL EXISTING ROOF SHINGLES TO BE REMOVED AND OF ANY DEMOLITION OR CONSTRUCTION. M -- REPLACED NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. — (.0 NEW 2-HR FIRE RATED +-' ry WOOD FRAME (L.G. 5TL. p O (\J z O WHEN APPLICABLE) cc X U N O O O +-' Cfl +-' O m �' N O c6 EXIST. WOOD Q O O DECK 560 S.F. n , W � EXISTING WALL, ROOF I AND FLOOR / STRUCTURE TO REMAIN. / D I II ------- ----' -------- -_- -- - -_ - ---------- U1 Ili � '— I III SAVE EXISTING WOOD I II I U1 III SIDING WITHIN w Ili �_V \ v c IROOM TO BE EXISTING WINDOWS TO BE REMOVED 4- EXISTING II I ( z z EXTERIOR HALLS 92 I II_I EXIST. WOOD III SUNROOM a II O w 180 S.F. O w III DECK EXIST. II N V N V II 115 S.F. GR?�WLSPAGE II DEMO EXISTING ROOF T \ -n III RAFTERS AND III U ( REFRAME WITH 2X8 y\ ------- -------� --- 4-----�-----�------------- _ /1 • - - - - - - - - - - - - ------s`--- -----�- - - ---- ----- -- - --- \L II EXISTING WALL, L W EXIST. OVERHEAD 1�HOT WATE'¢ STORAGE DOORS d WINDOWS TANK TO BE TO BE REMOVED L FIXTUREST4 APPLLIANCES TO BE cl L J REMOVED 1 REMOVED cam EX z z \� z z EXISTING STAIR AND EXISTING OIL TANK TO -_-� KITCHEN DEMOLITION NOTE: BE REMOVED O u�i 1 rid CONTRACTOR TO REMOVE AND SAVE I w RAILING TO BE REMOVED. EXISTING BOILER TO 1 PROPO EINETRY TO D GARAGE E USED IN I N LOFT SPACE BE ALL CLOSED AND CONVERTED BE REMOVED — 1 TO ATTIC, SPACE WITH r---r EXIST. LIVING rL=== � r-- _ PROPOSED HATCH. ROOM F-17 n EXIST. 245 S.F. / - I III � - -1 BASEMENT EXISTI LOFT — _ - - — — — �I5T I I I I EXIST. OPEN TO 95 I I I I KITCHEN L — EX BELOW Q III EXISTING LIJ J 135 S.F. 1 L L1-1-j SUMP PUMP EXIST. z V o 0 Ip NING 0. Ol� y 41 ^ \> ROOM N U I ��PANEL EXISTING ELECTRIC TO BE EXIST. w EXISTING BATHROOM I\ �_�%J// \\ 200 S.F. m Q REMOVED GRAWL5PAGE N V FINISHES d FIXTURES 1 Ji o f i iTO BE REMOVED ------------- m a m 0 EX \\ '�--J - - _\--,-�-- -_ \ i �a a a� EXISTING �i / t 0 E- WATER METER \ J it\ �' o EXI5T�: �� �i \\ 0 Ill_�___ EXIST. SATHROOM #2 " o — — — — — -- --- ----n BATHROOM #I 45 S.F. EXIST. `o : p / 3b S.F. 1 1 1 1 to IOI / Lw -- -------��1 ~__ _ a - 1 -----(� --L1 45.- o o E EXIST. DOORS - - I ------- \ o TO BE REUSED 105 / L z--/1------- , w IL C Q N IC EXISTING BILGO DOOR U U U III EXIST. EXISTING DOOR TO EX 1 II BEDROOM #1 BE REMOVED AND EXIST. II- 140 S.F. FRAMED FOR NEW - EXIST. GRAWLSPAGE _1+, / POCKET DOOR N d GRAWLSPAGE Li.l N REPAIR FRAMED �r EX it WALLS WITH 2X4 STUDS \ ~ m EXIST. WINDOW TO BE BEDROOM #2 REMOVED OPENING F`OINDEH OPq ? 125 S.F. PROJECT: EXIST. X GRAHAM tu0 =-==T- -- RENOVATION REPAIR FRAMED l EXIST. WALLS WITH 2X4 STUDS J ATTIC ACCESS HATCH J 475 LAKE AVE EXIST SOUTHOLD, N.Y. 11971 LAUNDRY I II ROOM EXIST. 25 5.F. -JI II BEDROOM #3 III DRAWING TITLE: I'T5 S.F. -- - WASHER DRYER II REPLACED WITH r---- II STAGKABLE I I EXIST. �II_I PROPOSED DEMOLITION PLANS UNIT. SEE WINDOW TO BE I 1 CONSTRUCTION REMOVED III PLAN FOR LOCATION. III EXISTIN6 FLOOR FINISH O d STRUCTURE TO III REMOVED;AT AREA i WHERE STORAGE IS PAGE: EXTENDED. SEE EXIST. MECH. CONSTRUCTION PLAN A-3LOI. 01 ROOM -- DATE: 9/12/23 5 OF 10 EXISTING 5TORAGE i ROPOSED SECOND FLOOR DEMOLITION FLAN �� s, t � '%n SCALE: I/4" = I'—O" f - x ^� r 3 7 PROPOSED FOUNDATION DEMOLITION PLAN FROFOSED FIRST FLOOR DEMOLITION FLAN 50ALE: 1/4" = I'—O" SCALE: 1/4" = I'—O" (5E I ` ERAL HIGH EFFICIENCY LAMPS: NOT LESS THAN QO% OF THE PERMANENTLY INSTALLED v Iry LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY a LAMPS, AS PER 2020 NY5 EGG R404.1 EXISTING TO REMAIN ,�% REPAIRED WALLS. Q SHEATHING REMAINED, p NEW WOOD FRAME (L.G• SHEETROGK REPLACED �� T Lu STL. WHEN APPLICABLE) NEW FOUNDATION WALL O_ O_ - HOT WATER PIPING INSULATION: Lu MECHANICAL SYSTEM PIPING AND HOT WATER PIPING J (II SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG Q a-J (V WOOD FRAME (L.G. STL. '� POST FOR 4" WALLS R403.4 d R403.5: � WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 6� POST FOR b" WALLS), U.O.N. 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING C )- FRAME WALL BETWEEN DOOR d WINDOW FLUIDS >I05"F OR <55'F (R403.4) _ '- O ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING d STRAPPING DETAILS. 501-ID w/STUDS d FASTEN_EACH To _ _ 2. PIPING J" AND LARGER IN NOMINAL DIAMETER - }: CONTINUOUS HDR w/ SIMPSON G520 3. PIPING SERVING MORE THAN (1) DWELLING UNIT •-J r- **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** STRAPPING. PROVIDE 2" THICK SPRAY �' Z 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE O N w O FOAMIN INSULATION IN ADDITION TO R-11 5. PIPING FROM WATER HEATER TO A DISTRIBUTION a •- BATT INSULATION (TOTAL R VALUE= 25) MANIFOLD � ----- RT U DO G 6. PIPING LOCATED UNDER A FLOOR SLAB � - - -- --- --- _- -- - --- _- ---- FASTEN RIPPED HDR TO 1. BURIED PIPING X CV--------------- - EGRESS CLEAR p 4, i LIGHT EXIST. WOOD WALL FRAMING d ADJOINING 5. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS O - C9 ROUGH OPENING WINDOW DIMENSION OPENING (S.F.) PROV VENT TOP PLATES ® CORNER w/ OTHER THAN DEMAND RECIRCULATION SYSTEMS. -� O m ,•+-'DECK. 3"xb"x0.036" THK. CALV. STL.TAG TYPE MODEL # TEMP. PROV. PER +-+ I.f) WIDTH REQ D: 20 PER UNIT 36o S.F. N Q C6 --� --- - --- HEIGHT REOV:24° (5•P•) UNIT (S.F.) PLATE (OR EQ) d (6 8D BOX O NAILS, AS PER NYE, 02.3.2 Q � a2o - HEIGHT WIDTH HEIGHT (OPEN REQ'D: 5.1 5.F. PROV. I RISER 38'-bY2" WIDTH � -- ---- -- FASTEN PED HDR TO A NOT USED WALL FRAMINCIPd ADJO NINE - - ----- - -, -- - �-- TOP PLATES ® CORNER w/ 24'-T" „ I 'I 13' Ily2�� B (2) DOUBLE-HUNG 2 - TW210410 3-O � •j 5'-0 g" 2'-11 J" 5'-0 i" 5.al (EA.) 10.45 (EA.) 5.83 (EA.) 3"xb"xO.036" THK. 6ALV. STL. nl PLATE (OR EW d (b) aV BOX 3-a 6-T W II V/ -- - -_- REUSED WINDOW *REUSE EXIST.• ( NAILS, AS PER NYS R602.3.2 G (I) L---------- - -_--._-- . ..-_.11 5'-O" 3'-3° _ 11.52 (TOT) 5.16 (TO 2'_6" FROM FRONT DOUBLE-HUNG (EST.) (EST.) BEDROOM t _�_ - z NEW (5) 1.T5"x9.5" T.J. 2.OE MIGROLLAM LVL 12 O �� 70 HDR EXTENDING ACROSS ENTIRE WALL d o RIPPED TO PITCH OF EX15TINO R.R. pyl, -- - x = . � NATURAL L I C HT $ (SEE SECTION I-I/A-301) w r- VENTILATION FLOOR PROPOSED EXIST. WOOD m �✓ m AREA 511 S.F. GREAT ROOM DECK �J W 340 S.F. m m " S.F. REQ. S.F. PROV. PROVIDE NEW JENN 115 S.F. x O3-b 3-b' AIR" SELF-GLEANING LIGHT 40.�1 S.F. -I6.3 S.F. ��~�`� �'�/ �- �p ELECTRONIC WALL VENT SLOPED CEILING TO BE J< w �� PROPOSED _ ;� OVEN OVERHEAD OHAVE (5) E�TO STIN6 COLLAR READ J KITCHEN II EX. A BEr , 20.4 S.F. 62.0 S.F. INSULATED 5" THICK z ® TIESv DOOR SCHEDULE IN ADDITION TO R-14 BATT -- ED IN WOOD C =I N ADDITION R�/AAM lR-14 4a)SULATION rr- W�DOOR MATERIAL PROVIDE NEW ! � 13'-5Y2" NATURAL LIGHT 4"JENN AIR" C�> N mODIFIED VENTILATION !^RADIANT FLOOR v FIRE PROVIDE (2) JACK GOoKTOP W/ �n ING ROOM 162 S.F. TAG ME50RIPTION MANUFACTURER -� N NOTES STUDS ON EACH SIDEAREA WIDTH HEIGHT RATING OF EXISTING WINDOW -Q _/�^�_^ �v -" ���pOWNDRAFT _ _ , I60 S.F. S.F. REG. S.F. PROV.W 20 MIN. RATED EX Q-1 (3) 14" 2.OE MIGROLLAM W/(2) .5" 5TEELSELF-CLOSING J FLITCH PLATES;BOLT I2 OG - „ PROVIDE (4) 2X4 z z LIGHT _----_ _ U POST TO RIDGE FIRST FLOOR -- -- -_ ---- ----- - ! / UP/DOWN W/�" THRU BOLTS I O a'-25" O LU U I I U liQp 13.0 S.F. 72.0 S.F. --_ _-- _=- - -- --- - - - PENT 6.5 S.F. 50.0 S.F. GLG. HGHT. _i z z REUSE „ NICHE 14 n_ Q EXI5TING 2-6 6-8 • I AL - O n n n d`)SHOWER 0 0 c_v PROVIDE NEW FIREPLACE TV OUTLET 102 POCKET JELD-WEN 2'-2" 6'-a" • INSERT d GAP j ----- - -- -- - i PRO PROP. EX. CIA HEDRAL - , _ -- - _ -- -- -- - - - -�i � - - - - - - - - �- _ ATHRM. I � -� - -�' - dE111_IN6 - � - I I -- Eo-- I - ( FUR OUT ENTIRETY OF WALL T vN GL.-" " �y F. ! , EX-- -- MATCH THE FRAMING AROUN � Ia'-2.5" m PRUV. NICHE d103POCKET JELD-WEN 2-6 � 6-8 lTHE EXISTING WINDOW �_i � EX. CATHEDRAL GEILIN6 TH _ �.. GLG. HGHT.j104 POCKET JELD-WEN 2'-4" 6'-8" z t0 (5) EVENLY SPACED II v SHOWER B NGH ,_-__ __ ' _z PROPOS D 2X6 COLLAR vim- 10- - --- EXISTING ELECTRIC a 105 PROP. o -- 1�2 105 SWING JELD-WEN 2'-6" 6'-8" • I METER TO REMAIN O w TIES. TIE HE COLLAR TIES U �= a o - =_,` INTO THE EXIST. ROOF M U RAFTERS. MATCH HEIGH OF cv ¢� E fii'-4"r LIN N n _ I O 106 POCKET JELD-WEN • I EXI5TIN6G�OLLAR TIES IN � ® cV b � N 2'-6 � IUD-3'-'1" 2 4 6 8 41 I � 4 --J I DINING ROOM. m c � ,n d 10'7 POCKET JELD-WEN 2'-2" 6'-8" • I b ' ®® ' y 108 GLIDING PATIO ANDERSEN II -Q 6-8 • -� u V m EX Q G O� 6 'n o :_' - - 1'5 B.F.- cll m m _ „ 4'-3" 0. DOOR- v� - j '� 12 � 10 - m m 4 I PROP. •- lol 102 Ip6 = I B�#� � MDFD. 0 � • OL. s � w I 3 5M/GO 105 'lo S.F. _ _ b'-jy2" 6 S.F. U`o41 coo A-201 - - - - - to REPAIR WALLS WITH 10T 3Y2° ° o 2X4 STUDS lit I o 0 b° 4 kmo LL Z LL N �- c crn o Wc NEW 2"xb" G.T. 3 w 0yEX. PATIO a Ib" O.G. ( E �° Q N a � r MODIFIED `� 5M/GO - II O o (D o 5 X'7-4 OVERHANG EX U 0 It -, CU SEE SECTION 3-3 ON BEDROOM #I �t ,HT GL6.I EXIST. - HGHT. EXIST m PAGE A-301 I Ib8 S.F. �• BEDROOM #2 REPAIR WALLS WITH 122 S.F. N N m ei ri A-301 ` 2X4 STUDS A-010I d \` 04 POP UP GEILIN6 I ti HEIGHT TO a'-O"� I Q \ \ D II 0 N W - FLOOR FLAN NOTES - „ cxisT. - 71 GLG. -b _ PROJECT: v HGHT. EXIST. 4 A.G. DOOR NOTE: MODIFIED LAUNDRY ROOM: WINDOW NOTE: m N N lo'-y2" Oj I. INSTALL NEW INTERIOR DOORS WHETS GALLED OUT O 1. NEW WASH /DRY HOOK UP A5 NECESSRY 10 1. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN' Lu GRAHAM ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). `� 2.COORDINATE LAUND. ROOM d DOOR DIM.s �� ----- 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. INSTALL A5 PER MANU. SPECS. F ON PLANS BY THERMATRU (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; d O �O RENOVATION 3.PROVIDE HOOK UPS AS REQ'D PER MANU. B ATTIC EX 3 3.NOTE DOES NOT INDICATE EACH NEI�I DOOR SEE DESIGNATIONS d WINDOW SCHEDULE. Q r PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. DRYER EXHAUST NOTE: 5.FOR SUBSTITUTIONS, SEE NOTE #9 IN "GLASS WINDOWS } `L ACCESS SM/GO 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 1. DUCT SHALL TERMINATE TO EXTERIOR AND DOORS" ON PAGE 6-002. p HATCH WALLS, U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 4.ALL CASEMENT WINDOWS TO HAVE STRAI6HT ARM HINGE. NATURAL LIGHT 4 Ex 5. INSTALL AS PER MANU SPEG.'s OPENINGS 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTILATION 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 3.DUCT SIZE AS PER MANU. b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: FLOOR to 7 6.1. FOR ALL 5KYLIGHT5 d OPERABLE PANELS OF Iba S.F. o - 475 LAKE AVE -1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER AREA EXIST. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN SWIN61N6, SLIDING, d BIFOLD DOORS - 6.2. WITHIN la" OF F.F. S.F. REG. S.F. PROV. LAUNDRY 5 _o SOUTHOLD N.Y. 11971 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ROOM ' � ORESERVED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 6.3. WITHIN 24" OF A DOOR iy SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 6.4. WITHIN 5TAIRWAY5 d WITHIN 56" OF A LANDING R�QT 15.0 S.F. 52.'7 S.F. 25 S.F. - EXCEED a FEET AND SHALL BE LISTED AND LABELED 6.5. WITHIN TUB/SHOWER ENCLOSURES ! X MODIFIED IN ACCORDANCE WITH UL 2155A. 6.6. SEE AL50 GENERAL NOTES ON PACE C-002 �VEO-NT '7 5 S.F. 1-7.5 S.F. 5TAGKABLE WASHER u,w BEDROOM #3 DRAWING TITLE: '7. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND D EXISTb.EXHAUST DUGTS SHALL BE MIN D.OI6 THK RIGIDpRYE�-�-�-•,� -- I4o S.F. METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM DRYER GL. PROPOSED FIRST FLOOR PLAN RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST (2) 2"xl0" HEADER U.O.N. 5 S.F. 10 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL a.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ------- �HROU6H ----- SCREWS NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 - FRONT YA�fl SETBACK ROOF „ tV 2 X6" STUD WALL 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN -72" - - ®16 O.G.;PROVIDE B ,� N LOCATION TO THE WALL OR ROOF TERMINATION. THE ABOVE CRAVE OR THE ADJACENT SURFACE AT THE EXIST. ELECT. 50---T III MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 BUILDING EXTERIOR. 6. WATER HEATER TYPE ,X, FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° TO REMAIN EXIST. MECH. GYPSUM BOARD BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ROOM AT STORAGE AREA NATURAL LIGHT 4 NOT INCLUDE THE TRANSITION DUCT. EGRESS NOTE: s5 S.F. VENTILATION PAGE: IN COMPLIANCE WITH NEW PORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 13 FLOOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE EGRESS SHALL BE FOLLOWED: 140 S.F. O VENTILATION 15 NOT MET BY MEANS OF NATURALREA F.A.I.F.A.I. ACIRCULATION THROUGH WINDOWS OR DOORS TO NET CLEAR OPENINO........... 5.-I S.F. VENT S.F. REQ. S.F. PROV. e 101101 OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION NET CLEAR HEIGHT............... 24" MINIMUM THROUGH ROOF (2) a.5" LVL HDR. L16HT 403.3.2.3; INSTALL AS PER MANU. SPECS NET CLEAR WIDTH................. 20" MINIMUM _ _ REQ,p 11.2 S.F. 20.a S.F. A/G NOTE: _,_. MODIFIED VENT SMOKE DETECTOR / co DETECTOR NOTES: EX STORAGE 5.6 S.F. 11.6 S.F. ONEW FLOOR: II 1. EXIST. AIR HANDLER d A/C CONDENSER TO REMAIN REQ D I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 98 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR , I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 2.PROVIDE NEW HOT WATER COIL IN EXIST. AIR HANDLER d DATE: 9/12/23 7 OF 10 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 5CREW PERIMETER OF SHEATHING b" O.G. d 12 O.G. a CONNECT NEW BOILER TO NEW COIL 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES INTERIOR. AL16N HT5. THROUGHOUT. 5.RE-ROUTE d EXTEND COOLANT LINE d DUCTWORK AS SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 2•NEW FINISHED FLOOR PER H.O. SELECTION REQ'D FROM A/C COND. 3Y2° ARE NOT INTERCONNECTED,AS PER NY5 R314.4. NEW TILE FLOOR: NEW PLUMBING FIXTURES: - ---- - 3.PROVIDE SMOKE/CO DETECTORS O INDICATED, AND O I. NEW TILE FINISH (H.O. TO SELECT) UPON I2 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON - ALL SUPPLY PIPING TO BE COPPER , 'A d OFENINC75 TO BATHROOMS w/SHOWER OR TUB. 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREH); ALL WASTE LINES TO BE PVG 10' 5.INSTALL ALL AS PER MANU. SPEC.'s SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. a BOILER 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INTERIOR. 13 40'-6Y2" 4d/ .�" NEW NAVIEN NHB-110 CONDENSING PROPANE WALL-HUNG 1A, IN COMPLIANCE WITH LOCAL CODE LL / TYPICAL BATHROOM NOTE: BOILER (OR APPROVED EQUAL). q RESERVED 1. DIRECT VENT THROUGH WALL. `[ + O 1. WALL BOARD O 2. F.A.I. THROU6H WALL. "htl fpr.vf>�`- h M I.I. INSTALL MOISTURE RESISTANT'GYPSUM BOARD IN 3. INSTALL PER MANU. SPECS :,,•._,_� M �- i"-'ROPOSEP FIRST FLOOR PLAN -�= ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND THERMOSTAT: TUB 5URROUND5 14 1. PROVIDE NEW THERMOSTAT FOR I ZONE S.F. SCALE: I/4" = I'-O" - 2. SHOWER FLOORS (ENTIRE DWELLING) 1,56(o S HABITAE3LE Ji�f�GE; 1,125 S.F. OROSS AREA �� 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON 2. H.O. TO SELECT MODEL; INSTALL AS PER 2.2. CONCRETE MUD-5ET(SLOPE Wait PER FOOT MANUF. SPECS TOWARD5 DRAIN) UPON 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR,WRAP DRAIN 4 ATLEAST W UP WALLS ELEVATION NOTES IZ HATCHED AREAS INDICATE NEW WORK (TYP.) Q 0 OTYPICAL ROOFING: W I. SEE NOTE AT BUILDING 5EGTION FOR MINIMUM LLI CONSTRUCTION STANDARDS co CB 2. H.O. TO VERIFY FINAL COLOR * MATERIAL SELECTION CM BEFORE INSTALLATION Q } N NEW ASPHALT ROOFING; H.O. TO SELECT COLOR; c: Ln STYLE BY 'OAF TIMBERLINE' (MIN. 50 YR. O WARRANTY) �- OPROVIDE CONGEALED FLASHING AT ALL ROOF �' z (.0 2 INTERFACES. LO C N Z 0 GENERAL NOTE: w ' TYPICAL SIDINO: a •� � � � O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM C x :3 N AREAS OF NEW 51MINO ARE HATCHED. THE WALL CONSTRUCTION STANDARDS SHEATHING REMAINED. 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 0 .N Qo WHEN WINDOWS WERE CLOSED, AND THE REAR REUSE EXISTBEFORE TALLATION 'mac C\i cc O m INO SIDING WHEN PATCHING 15 Q O PORTION OF THE BUILDING WALL5 AND ROOF WERE REQUIRED; H.O. TO SUPPLY EXTRA FX15TINO SIDING REPAIRED, NEW 5HEATHINO, SIDING AND ROOFING / AS NECESSARY WERE INSTALLED. \ ROOF CRICKET (TYP.): 51 Mr- YARD 4 2"x4" FRAMING ® Ib" O.G.;PROVIDE ICE SHIELD QvP TOP OF GABLE SETBACK O LAPPED 15" IN ALL DIRECTIONS a FULLY FLASH. n , I EXISTING ROOF;ROOF END WAS PATCHED I (D � MEMBRANE WAS REPLACED. USING EXISTING U TO TINREUSED6 EXISTIN6 5HEATHING 4 3 SIDING. ti ON NEW FACADES SH NALE5.• INSTALLED NEW b O NOT USED O NOT USED -� - — - �-"--m NEN DRYER VENT- SEE NOTE ® PLAN NEW BOILER DIRECT VENT AND FRESH AIR INTAKE: -�- _ _�; -❑� O INSTALL BOILER DIRECT VENT AND FRESH AIR INTAKE AS---- -_-- - -- _ -- PER MANU. SPEC.'S IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NYS MG 804. U SEE ALSO NOTE ® FLOOR PLANS. WEST PROPERTY 9 D •—  =--- -- EAST PROPERTY LINE / \ 1 LINE ^` PROP. GENERATOR / \ n I UNDER SEPARATE APPLICATION 101 -- o - \ / - O F.F. 56UtH ELEVATION SCALE: 1/4" = 1'-0" f6 t' L r- v r i- `i\�\r r ' \; �✓ EXI5TIN6 ROOF; pM. o I I ROOF MEMBRANE WA5 REPLACED. 0 0 EXISTING g N *, SHEATHING •> - 2 REMAINED. m E INSTALLED NEW 0) 6 - SHINOLE5. E TYP. ROOFING (SEE -A - Q' N -- — — -- — -- — --- —' -- — — f0 SECTION NOTES) __-- --=— a d TYP. ROOF CONSTRUCTION _� _ .._ -- - ----- - --- -- - -- - -- - _ - _ - - --- -. ._-_-..�.._..� L R c d c L ,F 1 1 ° _ E (SEE SECTION NOTES) (2) 2 x8 RIDGE � --- --- "--_--------.=" �:r�,: ...- -_- -- -- --��- _ --. �'�__�.- -- �_.,_....-_--=: � - .-- - -- - > � o O OUTLINE OF a. - - _- �__ _ - - - - _ - - - - - --- - - TYPO.H. - -- - - - - - . O. . _ ROOF � (SEE SECTION NOTES) - _-- D c -- o a v) c u,o AS PER 1 r r-- ° �o N ELEV. 211xb" R.R. ® Ib" - 4- 4 c (2) 2 0"x8° O.G. - � -- � ° +r � ° N P.T. HDR N ° m o - - - -1 ExII, EX Z ++ E a - - d� PROP. GENERATOR (2) 2"xb" POST 2 x4 G.J. `� UNDER SEPARATE g n a ,_ \ O APPLICATION m - 51MPSON H2.5A O o 0 IN WALL ® EA. ® Ib O.G. 1 It BRACKET RAFTER TIE ® EA. i v v R.R. (OR EQUAL) VENTED VINYL SOFFIT F.F. w el e•I NOTE: -- ----- —— -- --—--- ----- -- --- -— — -- — -- —-- N [t \ N I. GLAD POSTS $ HDR IN AZEK I --------- --- -- ---_--- --- a \ \ TRIM AS REO'D -- - _ �_ 2. ALL HARDWARE BE BY SIMPSON (OR EQUAL)) AND � NEST ELEVATION (LEFT S 1 ICE) � PROJECT: SHALL BE H.D.G. 6ALV. � o SCALE: I/4" = 1'-0" 1 GRAHAM RENOVATION COVERED FOROH 17ETA I L_ (TYI=.) D 475 LAKE AVE A-2ol.01 SCALE: 5/4" = 1'-0" SOUTHOLD, N.Y. 11971 EXISTIN6 ROOF;ROOF MEMBRANE AS REPLACED. 'W - DRAWING-TITLE: EXISTIN6 SHEATHING Q Z b —^'^�~^'_' ~�~N"~" '-`/~'' - �^ REMAINED. INSTALLED NEW m PROPOSED EXTERIOR ELEVATIONS EXISTING ROOF;ROOF SHINGLES. MEMBRANE W45 REPLACED. I EXISTIN6 SHEATHING REMAINED. INSTALLED NEW SHIN6L ---- ----- ----- -------- ---- --- --- - -- - - - - - -- - - -.-, _:_—..___�r--:.-_�.m.--L-- ®-_7._-_. _:.�=e,..-� .. .. -s�__,.�--:,� �,�'_":.,.-�c=�c�.�. _�_='-:5m:�.�- .,r=�e"_ '-:_>:..a,.,=-�!'�e:?'-t�-�e' - -;.:.:_�.f'... - _ ,- ..--.„..,✓_-,w- .�-., ..-.�'�'_"""�__ PAGE: -- ----- _ - - -- - -- TO REMAIN-_ - - -- -- - ,= -- -- - - - -- - - -- - - - - -- -- - -20loOl - r- DATE: 9/12/23 8 OF 10 --- ---- ------ OEX O T: L 6M1^}f D. NORTH ELEVATION (REAR) SCALE: 1/4" = 1'-01' 50ALE: 1/4" = I'—O" BUILDING SECTION NOTES EX. RIDGE HEIGHT d NEW ROOFING NOTE (TYP.): ----------------------------------- Q e O I. INSTALL NEW ASPHALT ROOFING;H.O. TO SELECT ELEV. +25.2' 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS LLJ OVER LU cc 5.INSTALL 15 # BUILDING FELT N.O.N) OVER J C 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 5.GAP SHINGLE OVER RIDGE d HIPS (AS REOV) 6.PROVIDE RIDGE VENT (AS REOV) HDR5. PER PLAN =- - --- _--- _- -_ -- - --- - --_-- - - -- ._ O 'I. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REOV 12 r- O Q. INSTALL ALL AS PER MANU. SPEC.s - - --- -- -- - -- --_ - -- -- - -- - - - -- - __----- --- _ •+-+ O OTYPICAL ROOF $ CEILING CONSTRUCTION: 2 • NEW ROOFING AS NOTED O N • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD X \ PEN 2 - f6 d. SEAMS) - \ / z IV O PROP. CEILING POP UP 2: x (� nl • R.R., G.J., a G.T. AS NOTED ON PLANS (® SPANS OVER - -�; ( // O z O O O � 1 8 INSTALL X BRIDGING ® CENTER OF S AN, U.O. ) ~1 -�\ • PROVIDE R-49 BATT INSULATION WHEREVER ALLOWED `fl \\ // v O v X Q -O O m •,�' O PROPOSED j PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE T' `N \ / Q ul- GREAT ROOM BEDROOM 5. C N O C6 s � N p � _ Q 0a � 0 THK. SPRAY FOAM INSULATION (IR-49 ® R-7/INCH) c� V Q 7- � • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES 4 �' /\\ Q w u H % = Oi - ' 'TION (T'(PJ: _� / \ o w 1- Q r i4 ONEW EXTERIOR WALL GONSTRU(� ', _ � / \ w r • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON -- - - _- �' Q • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD PROPOSED ,/ \\ $ 5EAM5) UPON tiNEX15T. FIRST FINISHED FLOORKITCHEN • 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATEELEV. +1.5' �` 6 • MIN. R-21 BATT INSULATION l' - •• EXISTING 2"X4" STUDS AT EXTERIOR MIN. R-21 SPRAY FOAM INSULATION (3 THICK;R--T/INCH) PROP.F.J. _S\ a ^< Y\\ x \\REPLACE. F.J. �� - ,� EX.F.J. ' • 5/8" GYPSUM BD. WALL FINISH OPEN i AVERAGE GRADE \\ �� 70 ONEW SIDING NOTE (TYP.): --------- i I. INSTALL NEW SIDING AS GALLED OUT ON ELEVATIONS ELEV. +-I.5' EXISTING EXISTING i EXISTING PAGE A-201 CRAWL SPACE CRAWL SPACE i CRAWL SPACE U • W 2."TYVEK" HOUSE WRAP (OR EG2UAL.) EX. CRAWL SPACE FIN15H_F-D FLOOR__ 3.INSTALL ALL AS PER MANU. SPEc:.'s ELEV. +5.6' 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION m 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL • TYPICAL FLOOR CONSTRUCTION: + O 1. FIN15H FLOORING TO SELECT 2. 3/4" T46 GDX PLYWD. SUBFLOOR GLUED b SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST NAVD55 DATUM FLOOR AND FOUNDATION) ----------'------- 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS ELEV. 0.0' •,ten V J O RAISED FLOOR CONSTRUCTION',_ n ` I. RIPPED 2X SLEEPERS ® 16" O.G. ON TOP OF EXISTING S GT I ON I -I/ -�0 I (D FLOOR SHEATHING. 2. NEW FLOOR HE16HT TO MATCH SUB FLOOR OF Q PROPOSED KITCHEN. SCALE: 1/4" = P-O" 5. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED $ SCREWED 4. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS �.^-.c..��'=�''^ ^G-- �=__��-- ��r".-..�==.=:_-.�_ i'� �-�.G_�_�-�..,_.,^�. �-.�r../^�./'\l^-..�i-'�r"'�.r���-.ram..-�.--..-�.-..--..-ter. �-..r-�r•..r�.-�i-�i-,.ram.r'�..-r�.�-,.,�-��- �r..r�-- _ --.^i-�` �;_^ _ _ .-._ ROVIDE A ROOFING. ROOF TO BE A 12 PITCH FRAMED OUT OF 2"X6" ® 16" O.G. tf L I O 0- O O O In PROVIDE A (2) vxal. ___ __._.____...-..__. ___W--- _ o c .` to E O W m m m _ C L CL - - O 2S a� E O O :3 PROVIDE 2"X6" G.J. ® 16" O.G. 3'-� � PROVIDE « c 5 O � f° 8PT. HDR PROVIDE WHITE d to c c VINYL coE BEADBOARD ° �° in s UNDERNEATH u_ w- V. c THE G.J. OF o 0 O THE OVERHANG 1n c c _ Z E O 41 In c a In L >U U 0 C� Lu N Lu N OVERHANG I7ETA I L.S 50ALE: 1/4" = P-O" PROJECT: GRAHAM RENOVATION EX. RIDGE HEIGHT ELEV. +25.2' --------"----------------------------� 475 LAKE AVE SOUTHOLD, N.Y. 11971 I E,{. RIDGE HEIGHT _ _ _.. . _ . ELEV. +22.3' --------- -� - - - - _ - - _-___-_---------- - -- DRAWING TITLE: HDRS. PER PLAN BUILDING SECTIONS F\ 12 - - �,� DESIGN 3� \ %��'� ' DETAILS -- - ---- - �. - - -- -- - - - - EXIST ATTIC OPEN --- - - -.. .,.. ._.............,__.._.. :-- < - - „ \ Y b; y -� \\ JZwZZ --- - \ / $ �i�z - -- PAGE: ell OVXp i x w PROPOSED EXIST PROP MODI ED \ cV \ O 1- z i d w GREAT ROOM = _ NJ d BEDROOM HALL / BEDROOM \\ 4 3 3 �- i� /\ N p w O = 0'% ol■ i- dJ i tr0-3ju-p \ / 1 _ PROPOSED U 1 . \ / / \ o DATE: 9 12 23 E)QST. FIRST FINISHED FLOOR --____-__ -- -_ EXIST. FIR5T FINISHED FLOOR ; KITCHEN // \\ v 9 OF 10 _ v= -- - .? _ ELEV. +9.5' ---- --� iv EX.F.J. REPLACE F.J. \XY\\\6FROP._F.J. \'\y OPEN RAGE A,VERACE GRADE ---_----- i h ^ AVE GRADE ELEV. +1.5 EXISTING EXISTING ELEV. +1.5 O I PAGE ----- CRAWL II CRAWL S ' CRAWL SPACE CRAWL SPACE EX. CRAWL SPACE FINISHED FLOOR EX. CRAWL SPACE FINISHED FLOOR ----- ----------- ELEV. +5.6' ELEV. +5.6 -�/` -'\ems...,.+^-•'`..... ti/`„_/�./�.�-.n.._/�._./`-/�.1'�_/`..../`e..�^,.�/�._.�--/�.�*-'�. ...../�-^._-�..�/'.,�/`,..y/-.ti.._..�....,�,r,./..�^ti�./'✓`_��_/�-".../�._�.�'^✓`.�..�n_N`U/�.._/`�./`-.".^✓`-�....�.s.�'��^,.-/`.._.. � ..r-' -.'' •._ ':. - �l,';/>.r t- SEGT ION 2-2,/A-301 SECTION 5-5/A-301 SCALE: 1/4" = 1'-0" 50ALE: 1/4" = P-O" SITE LAYOUT NOTES: I. TH15 15 AN ARCHITECT'S SITE PLAN $ IS -_ SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION o- ��'� REPRESENTED ON THI5 SITE PLAN 15 TO THE " Q g-(q°31j41B _ -� ARCHITECTS BEST OF KNOWLEDGE. 0 _ �sa� I W 2.SURVEY INFORMATION WA5 OBTAINED W 8U O FROM A SURVEY DATED OGTOBER 2a, (B 2022 AND PREPARED BY: a � N O tu 50ALIGE LAND 5URVEYING CY •C Ln N I SOUTH BAY AVENUE - ._ III Rill ofO � Q I ISLIP, N.Y. 11751 ' '_ _ _ O TELEPHONE: M54) 240-7QgQ ,,#� ,x �. ! IL C\J 0 0 v +, v lu CL - FROPOSED FIRST FLOOR INTERIOR RENOVATIONS � � _ ..e l t£ ,w, , •,, C D N ,a+ i + �'a, r O O a-J 38-O WIDE it ! hj' �.�. , O EXISTING I - ~$ .� ,} Dom. fn, � m , r-- GRAVEL BUFFER Jjf�. 'a t F � M '�W ` 9k y.� aj AO T 1/'1 ~Y, e+1 N#i eA 11 x ! 47 ! Yk a # ,`' + Lr)APP ®10ED � f �` Imoo,. o `uAS NOTEDB.P.# �� dl: ., 14FRO�EC�T �AT ,.� .. ii" ,. -. 8'Y .`";;e :`� f ' a - :+�',�, •' FEEf'►+"'�l..' qn'` '' ` - .' ,` d" k,;" �' NOTIFY BUILDING DEPARTMENT AT �- �.�- ► "'� � 'II t " ` .. 1 '�!'. , '(''' W �ygJM1 , ir 631 765-1802 8AM TO 4PM FOR THE - ' �.. � . I �.- 4 ,� , � r 4•¢ PROJECT / ZONING DATA r " ' � - _,; ,; a 4. • i i w �° FOLLOWING INSPECTIONS: 6 ALL 1. FOUNDATION-TWO REQUIRED I STORY �Tp,ININ I TAX MAP � 1000-80-03-17 FOR POURED CONCRETE MA Y ®, 2. ROUGH-FRAMING& PLUMBING ., •- ZONING DISTRICT R-40 NON-CONFORMING " .� �•-•�- cr PROPERTY U 3. INSULATION . :. �..l; ' a a 4. FINAL-CONSTRUCTION MUST EXIST. BE COMPLETE FOR C 0 p LAMP !rt *x. . . x » '. �" ° • /W■ • �/ LOT AREA 0.5 ACRES �� . GofO - EXISTING DWELLING - , -�,� a R . ALL CONSTRUCTION SHALL MEET THE I POST #Z-26312; 03/02/aa �, ,;.t y ,, • ADDITION DECK REQUIREMENTS OF THE CODES OF NEW x> .x # d ram»„�� a 4 71 Cofo - DECK ADDITION TO mt, " is `F I °. YORK STATE. NOT RESPONSIBLE FOR #Z-26646; 05/24/aQ -�-- DESIGN OR CONSTRUCTON ERRORS DWELLING a • . ate.- wd% COMPLY WITH ALL CODES OF N FEMA FLOOD ZONE ZONE x, REAR YARD ZONE AE6 * .. fyp NEW YORK STATE & TOWN CODES I WETLANDS P15MOT NON-JURISDICTION LETTER� � PROVIDED 'i . . � '� . a,,.•, '��,�;�r �. ,. ,.,;�", , � I � REQUIRED AND CONDITIONS OF Q , / i µ AS REQU � I NON-JURISDICTION LETTER - �. ..�....-�..� . _ ,.. ._ / DEG DISTRICT ..,..�..-..�:�:: ..�..�.�........_ ., . PROVIDED L.OGATI ON MAPCL � I T 'IINiNG BOARD �� ���- "Z Po EXISTING EXISTING 50ALE: NT5 SOUTHO.DTO`�VN'iRUSTEES I OoiN� ,� �5N HABITABLE GRo55 ZO I SPACE AREA FIRST FLOOR AREA 1,604 S.F. I,723 S.F. FA 0 E <E / p AREA TOTALS I kO4 S.F. 1,725 S.F. / PROPOSED PROPOSED OCCUPANCY OR - X I HABITABLE OR055 C�-OO I .00 PROJECT LOCATION & SCOPE �J�E IS UNLAViIFUL � I SPACE AREA SITE PLAN & ZONING DATA FIRST FLOOR AREA 1,566 S.F. 1,723 S.F. 11THOUT CERTIFICATr AREA TOTALS 1,566 S.F. 1,723 S.F. OF OCCUPANCY I (5-002 .00 GENERAL NOTES I ENERGY TABLE STRUCTURAL DESIGN CHARTS 'Lt AB:I�.0 ROM ALL PLU�9i31N(311UAS`' ;ET��� LINE _ &WATER LINES NSq :'ff"` OO-QRo OO�.00 HOLDOWN, ANCHOR BOLT, .SAD SOUTHOLD TOWN CODE 2aC-207 (A)(1) STRAPPING, & NAILING DETAILS "i�1NGa��ORE.GO�RIN'�3. I e�LK I - LOT SIZE / AREA FASTENING SCHEDULE PLUIlihBER CERTlF10�4TION -! IIN O,00o 55 OF 12,0'7Q S.F. 2,0'7Q S.F. ALLOWABLE TOTAL - ON,LEAD CONTENT BEFORE GFA GFA I (b) Lors �'.00 FRAMING GRAPHICS CERTIEICATEOFOCCUP)INC r I GONTAININ5 UP To BEAM CONNECTION PATTERNS SOLDER USED IN WATER I ` EXISTING I 20,00o s.F. FIREBLOCKING DETAILS WOOD DECKS ALLOWABLE S.F. / SUPPLY SYSTEM CANNOT PLUS 12.5% OF 2,100 S.F. 260 S.F. 2,360 S.F. 2,520 S.F. EXCEED 2110 OF 1%LEAD. 1->'.3' EXCE55 LOT AREA A- 10 1 .00 PROPOSED DEMOLITION PLANS LOT COVERAGE w ELECTRICAL MIN. SOUTHOLD TOWN CODE 280-124 (5) o INSPECTION REQUIRE _ , i 3 4' q LOT A- 102 .00 PROPOSED FOUNDATION PLAN V.I.F. EXIST. DESCRIPTION (FOOTPRINT) AREA 8'0 x 4' DEEP COVERAGE it DRYWELL I TOTAL LOT AREA 12,07a S.F. Blower door I and ductworl, AS v EXISTING DWELLING 1,723 S.F. 14.3R� A- 105.00 PROPOSED FIRST FLOOR PLAN o PROP. G testing required. GENERATOR ED C EXISTING WOOD DECKS 568 S.F. 4.795 m PROJECT: I � r � I TOTAL AREA OF ALL STRUCTURES 2,2a1 S.F. IC1.09� - PROPOSED EXTERIOR ELEVATIONS Must provide Manuals I I � � 2OI .00 GRAHAM p u� I EXISTING I D, 7 and S as per STORY FRAME p MAXIMUM LOT COVERAGE ALLOWED: 209b RENOVATION NYS Energy Code �_ I PROPOSED I IMPERVIOUS SURFACES < 8" FROM GRADE INTERIOR - EXISTING ASPHALT DRIVEWAY 406 S.F. 5.4% MODIFICATIONS I EXISTING SLATE WALK 145 S.F. 15.690, A-501 •00 BUILDING SECTIONS I DESIGN DETAILS 475 LAKE AVE EXIST. MASONRY RETAINING WALL 64 S.F. 11.390 All exterior lighting SOUTHOLD, N.Y. 11971 installed,replaced or I 0.51 EXIST FRONT PATIO 8o S.F. 0.790 repaired shall conform I I TOTAL LOT COVERAGE INCLUDING PLUMBING RISER DIAGRAMS DRAWING TITLE: to Chapter 172 I SURFACES <8" FROM GRADE 2,�i8�i S.F. 24.79b �- I O I .0 0 i of the Town Code � - � I I GAS RISER DIAGRAM PROJECT LOCATION & SCOPE REQUIRED SETBAGiGS - I STORY FRAME HOUSE SITE PLAN &ZONING DATA / u, '(AR SETBACK / REQUIRED EXIST. PROP05EM COMPLIES FRO � V.I.F. EXIST. � � I 5'(D x 4' DEEP L I / FRONT YARD 55.0' 22.51 22.51 NO* DRYWELL _ I PAGE: / 51ME YARD 10.0' 0.4' 0.4' NO* \O o'4 BOTH SIDE YARDS 25.0' 17.7' 17.-7' NO* G-00LOO X � �`�N' ' REPLACE EXIST. REAR YARD 35.0' 112.q' 112.q' YES Io / TRENCH DRAIN DRAINAGE CALCULATIONSIL 0 MIN. CONNECT TO '� NON-CONFORMING SETBACKS ARE EXISTING; ALL PROPOSED WORK WILL NOT / EXIST. DRYWELL IMPERVIOUS SURFACE AREA - INCREASE NON-CONFORMITY DATE: 09 12 23 I EXIST. EXIST. + PROP. BLDG. 1,826 S.F. / / 1 OF 10 PROP. LAMP N FOOTPRINT to BURIED l J P Q� p 2 RAINFALL SERFAGE AREA 504.5 G.F. �n PROPANE � EX 15TI NG IMPERVIOUS TANK ASPHALT DEPTH OF 8'(P POOL REO.V DRIVEWAY (42.2 G.F. VOLUME PER FOOT) Q p0z U (2) EXIST. 8'0 x 4' DEEP DRYWELL = 5' DEPTH 0 - 1 60.00' DRAINAGE SYSTEM INSTALLATION NOTES: L ..�• A MINIMUM OF Io' 5EPARATION 15 REQUIRED BETWEEN DRYWELLS 8 `' _ WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC �/ t >.1�4°00'00" � � '� }Z � � � COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE / L A K EDGE OF ALL FOUNDATION WALLS ;- • A MINIMUM OF V 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 AH E CONCRETE 5LA55 AND PROPERTY LINES ,; ,.. ,. `• �J `' - ,� / CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL SITE FLAN 50ALE: 1" = 10'-0" NOTES � 51=EG I F I GAT(ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS 51TE WORK !" 55RE Y I AT I O I S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPON5151LITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED N11TH THE PLANS PRIOR TO WORK „ PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TO PROCEEDING. BFE BASE FLOOD ELEVATION INT. INTERIOR d 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3- EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. BLDG. BUILDING K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING Lu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALAN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS Lu APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS J cc APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGD" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT I5 UNSUITABLE Q a--+ N ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BOT. BOTTOM MEGH. MECHANICAL .E Lo STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5• PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. � b7 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS,AND WALLS. PANELS, 5HALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM = 0 AND AUTHORITIES HAYING JURISDICTION. RULES SPECIFIED IN I.I THROUGH I.B. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, FOUNDATION, CONCRETE, AND MASONRY G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 Z � � C9 O ALL ONNER/ OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT 0 E CV Z 0 OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE i 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE TRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF a •� r '0 � 5. ANY OMISSIONS OR DISCREPANCIES Of: PLANS AND/OR JOB CONDITIONS CONT. CONTINUOU5 O.G. ON CENTER V r- SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN AGGREDITATION PROGRAM, SUCH AS THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. E � X � N WITH THE WORK. 5. MIN. HEADER TO BE (2) 2 xl0 UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 0 4- I 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 2. ALL FOOTIN55 TO BEAR ON FIRM,VIR61N, UNDISTURBED 501E DBL. DOUBLE OCC. OCCUPANCY 00 m CO q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE +J a-J 6. NO DEVIATIONS OR GHANAES TO THE STRUCTURAL SYSTEM SHALL BE MADE PT REQUIREMENTS OF U.5. DEPARTMENT OF COMMERCE P520-qq. B. 501L TO HAVE MIN.BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. DFE 11 DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION E CV O UNLE55 APPROVED BY THE ARCHITECT/ENOINEER. Q 0 a c O 10. ALL EXTERIOR SHE SHALL BE NAILED AS PER FASTENING SCHEDULE co 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS DIM. DIMENSION P- 11 . GONG. POURED CONCRETE '- 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED OTHERWISE NOTED BEFORE THE START OF FRAMING ROOF AND 15 OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EM5LIE5 USING PREFABRICATED EA• EACH PLYWD. PLYWOOD q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING UNTIL 151 TIER OF FRAMING IS IN PLACE. ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/SUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS APPROVALS, '1 NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS EQUIP. EQUIPMENT REQ'D � REQUIRED L_ DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL . FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND UL. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE APPROVED EQUAL. EVALUATION REPORT. 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED EXIST. -P EXISTING RI RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA SOLID WITH CONCRETE. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EM5LIE5 EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROV1510N5 OF q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. r 1 ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R-R. ROOF RAFTER �/ - R THE S15LE OR DI NOT RETAINED FOR SUPERVISION OF THE WORK AND IS W D RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE551VE STRENGTH AT 28 EXCEED 5'-O" AND AT EVERY 8'-O". 60VERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS DAYS OF 4,000 P.S.I., U.O.N. FAR FLOOR AREA RATIO SAL. STEEL 15. THE CONTRACTOR SHALL OBTAIN GER'TIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT, m 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PACE 11. GONG. 5LA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH F•A.V. FRESH AIR VENT S.V. SMART VENT "� i W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-003. I.S. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN ALTOS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION TEMP GL-� TEMPERED 6LA55 CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DEVON DRAWINGS, 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - r , 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAOE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. (1) WALL TIE PER (5) 50. FT. F.J. FLOOR JOISTS THK. THICK `J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. I8. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C56 SPECIFICATION FOR 6YP5UM MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. _ 16. THE CONTRACTOR SHOULD FULLY 6UAIRANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16' SPAN. WALLBOARD, ASTM 03-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM G7q FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD -` ^ THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. v J COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FROM FOOTING TO 2" ABOVE FINISH GRADE. FR. FRAME TYP. TYPICAL n` AS PER PACE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL uJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROV15IONS OF AN51/AHA A135.4 BASIC HARDBOARD OF 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED Q TRCHI CONTRACTOR R, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35b HARDBOARD SIDING. OF 40 F AND FALLING, UNLE55 APPROVED BY ARCHITECT/EN6INEER. NO AGAINST ALL CLAIMS, DAMAGES, LOSNT5SES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FTC. FOOTING - VERTICAL - I ;t ATTORNEYS FEES ARISING OUT S, 05 RE:SULTINT FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN 5T'RUGTURAL APPLICATIONS SHALL ARCHITECT/ENGINEER. INJURY TO OR DESTRUCTION OF TANGIBLE° 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 INCLUDINE THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED K MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND Ia. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND - I < WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY WHERE EVER APPLICABLE. HDR HEADER [Hp. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED R, ANY OF THEM, OR ANYONE: FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOCTIN55 ARE TO BE A HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REOARDLE55 OF WHETHER OR NOT IT I5 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN I.qE MIGROLAM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK HOR. HORIZONTAL B. 6EOR61A PACIFIC, 2.OE 6-P LAM lb.2. ORIENTED-57RANP BOARD (055), HAFER50ARD ORIENTED-STRAND CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P51- (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK:-WORK, FRAMING, NAILING, PLTCIN6 A. TRU55 JOIST MGMILLIAN 2.0E PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE GONCATION , STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR DEEP a 3'-O" BELOW GRADE. I NSUL TI ON N STR TI ON R QU I R�M�NTS A LICA5LE SURE THEY ARE IN ACCORDANCE WITH THE DEVIATIONS F 5,SPECIFICATIONS, 22 I-JOIST FLOOR 5YSTEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. AND SPECIFICATIONS CODES AND GOOD PRACTICE.I DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND SRIZA ION OF THE NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AUTHORIZATION OF THE ARGHITEGT/ENGINEER. CLASS WINDOWS AND DOORS � CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY PROPOSED DESIGN CODE PRESCRIPTIVE VALUE s c REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. VALUE CITATION (PER 2020 NY5ECCC) NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT O OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PERTAINING ARE TO BE FIELD VERIFIED. CLEARANCES ARE PROVIDED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS MAX.U-VALUE . 0.52 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC FENESTRATION U-VALUE U-VALUE ■ 0.25 MAX.AIR LEAKAGE ■ 0.50 CFM/SF YES 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD 5PECIFICATION FOR 3. ALL SLIDING CLASS DOORS SKYLIGHTS, AND ANY CLASS UNIT INSTALLED AIR LEAKAGE ■ 020 CFM/5F PER R402.4.3 3 TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, -L 21. ALL MATERIALS ARE TO BE INSTALLEDD AS PER MANUFAG'NRER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THa TOP OR BOTTOM ED6E5. UNLESS OTHERWISE NOTED. CEILING R-VALUE R-441 BATT INSULATION MIN.R-VALUE ■44 YES 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN PER TABLE R402,1.2 -CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.5. MANUFACTURER'S SPECIFICATIONS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(2"xb")WOOD MIN.R-VALUE ■ 20(CAVITY) 22. PROVIDE FIREBLOGKING AS PER NEW PORK AGGESSIBILITI' STANDARDS. R-21 BAIT INSULATION YE5 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL FRAME WALL R-VALUE PER TABLE R402.I2 -CLIMATE ZONE 4 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUB DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION 5. ALL WINDOWS TO IO CAULKED AND SEALED AS PER NEW PORK STATE 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THIN 5/8 TO THE EDGE OF THE STUD. ENERGY CONSERVATION CONSTRUCTION COME. EXTERIOR(2"X4")WOOD R-21 SPRAY FOAM INSULATION MIN.R-VALUE ■ 20(CAVITY) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITEGTLRAL WORKS YE5 COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION, b. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR FRAME WALL R-VALUE 5"THICK(R-'1/INGH) PER TABLE R4o2.1.2 -CLIMATE ZONE 4 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. MIN R-VALUE ■ Iq 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FLOOR R-VALUE R-SO BATT INSULATION Fg GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, PER TABLE R402.1.2-CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 Q 6-004. THE FASTENING SCHEDULE "1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. HOT WATER PIPE MIN R-VALUE ■ s ►�_ CONSTRUCTION;S5TD ►O-qq AND 2015 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). R-5 PIPE INSULATION CONSTRUCTION SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING INSULATION PER R405.4 d R403.5 YES w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION W'TH THE PERFORATED 2.2.2• LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ S ALL 6LA55 IS TO BE FREE OF MANUFACTURER SCRATCHES AND IMPERFECTIONS. 5 CLASS r- SHEARWALL 5Y5TEM (INSTALL AS PER APPLICABLE DETAILS 3 MANU. SPEC,s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. � COMPLIANCE STATEMENT: . ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JIMISMENT,THESE PLANS AND SPECIFICATIONS ARE IN HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDI q FLOOR PLANS. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE. U 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE INCLUDED IN THE STANDARD BUILDINC-: CODE, SECTION 2506 OF IBC, SHALL 26. COLUMN 5EARIN6 AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE TES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, 3. METAL PLAT DIRECTLY THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL WALL w/ STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND E6RE55 SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REQUIREMENTS. W AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6AL'JANIZED. EX15T. WALLS 4 12" LONG HOOKED BOLTS ® NEW FaND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND < 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE o 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL •TEMPERED 6LA55. TABLE R50I .7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF T4E LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC 4 5ECORAPHIG DE510N CRITERIA PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG MISSILE TEST OF ASTM Elggb AND ASTM E1886 AS MODIFIED BY 2020 NYS BG GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"x4"' LUMBER 15 w/ b" RISE $ w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SECTION 501.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET ALLOWABLE GRAHAM : , , . THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OP SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS NAILS SPIKES AND STAPLES RAFTERS. DEFLECT(ON AN51/DASMA 115. RENOVATION 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEOORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER 5EARIN6. I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 8' SHALL L/I60 SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CAT'E60RY B 'I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY I6" WITHIN 4' OF EXTERIOR CORNERS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE ATTACHED TO THE FRAMING SUIRROUNDINO THE OPENING. PANELS SHALL BE 2.2.7. SCREWS: 5CREW5 SHALL COMPLY WITH ANSI/ASME B 15.6.1 PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS INTERIOR WALLS # PARTITIONS H/I80 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOODSCREWS (INCH SERIES). PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE WEATHERING SEVERE 475 LAKE AVE 5. SILL PLATE TO FOUNDATION ANCHORAOE;SILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FLOORS 8 PLASTERED CEILINGS L/360 , OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FROST LINE DEPTH 3-O SOUTHOLD, N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF ON THE BUILDING. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA5ONRY CON5TRUCTION. MECHANICAL CONNECTIONS: ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXGEEDINC 4' ON CENTER. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES SPECIFICATIONS. 5UB5TITUTED WITH AN APPROVED EQUAL PRODUCT. GENERAL NOTES 5. NAILING OF ROOFING SHALL BE TO GORE. 2. THE 5U55TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED PLUMBING EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 ENERGY TABLE CODES AND REFERENCE STANDARD: BY "SIMPSON" MANUFACTURER. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 6. CORROSION RESISTANT 11 OACE ROOFING NAILS AND 16 GAGE STAPLES ARE SYSTEMS TO NYS PLUMBING CODE AND NYE, DEC REOULATION5. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS STATE BUILDING GODS, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 PERMITTED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW PORK INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. • STATE ENERGY CONSERVATION CONSTRUCTION CODE. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 3. ALL WATER PIPING TO HAVE GLEAN OU75 AT ALL CHANGES IN DIRECTION 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, CONNECTIONS OF AND AT BASE OF VERTICAL WASTE PIPES. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 5TRUGTURAL D�5I C N LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST E PAPER T550GIATION 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ) AMERIGAN WOOD COUNCIL (ANC). 5. SEALANT TO UPLIFT FORGES USING A5TM D 6561. 4. USE 4" CAST IRON THROUGH (FOUNDATION WALL AND PITCHED AT I/8" PER 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER FOOT. G-002m00 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE GYPSUM WALL BOARD MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. . USE LIVE LOAD DEAD LOAD 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: PLUMBING CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - DISH WASHER.........................................2" COMPOUND METHOD. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - KITCHEN SINK........................................2" EXTERIOR BALCONIES 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE - LAVATORY...............................................2" MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 7. VARIATIONS IN CONNECTOR CONFITURATION SHALL BE APPROVED BY - SHOWER/TUB.........................................2" DECKS 40 sf 15 psf OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE ARCHITECT - TOILET........................................................5" p 5. ALL ELECTRICAL WORK SHALL CONFORRM TO 2017 NATIONAL ELECTRIC DEEMED APPLICABLE. DATE: 09/12/23 2 OF 10 - LAUNDRY .................................................2" CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM - FLOOR DRAIN..........................................3" PA55ANOER VEHICLE OARAOE5 50 psf AS PER PLAN CONSTRUCTION CODE. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" ATTI05 WITHOUT 5TORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf ELECTRICAL: IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING THROUGH ROOF. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHILL CONFORM EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME INSTALLCONCRETE PANELS OF 5/8" THICKNESS MINIMUM. ATTICS WITH STORAGE (MAX CLEAR HAT > 42") 20 psf 15 psf TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE 7. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 3 ENERGY CONSERVATION CONSTRUCTION CODE. DRAIN GOOKS AS REOV. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW k ��D A r:'il � 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE PROTECTION. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �p " 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS INSULATION � \ ; COMPLETION OF WORK. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED t� � - FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. WITH BACK FLOW PROTECTION. SLEEPING psf 15 psf ROOMS 30 ,,) 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND FOIL TO BE PLACED TOWARD WARM SIDE. k - GENERALLY, VERIFY OR PROVIDE HARD WIRED ALL OPENINGS. „ q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STAIRS 40 psf 15 psf SMOKE DETECTORS w/BATTERY E3ACK-UP IN: 2. PROVIDE 2 " FELON RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION HEALTH DEPARTMENT STANDARDS AND REGULATION5. 3'�t t b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ��`. R CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf , ' A. EACH SLEEPING ROOM FOUNDATION WATERPROOFING. T APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR tS% TO CONGEALMENT OF PLUMBING. (_,-- ; `. , Y , B. OUTSIDE OF EACH SEPARATE SL_EEPIN6 3. GENERALLY UNLESS NOTED OTHERWISE INSULATE AS FOLLOWS: 12 sP FOR ATTIC T 11 �' 11. NOTCHING AND BORING OF STUDS, JOISTS RAFTERS AS PER BUILDING CODE. ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 sf p fv AREA IN THE IMMEDIATE VICINITY OF MECHANICAL. FUEL 6A5: - q" R-50 FOR FLAT CEILINGS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED p 15 psP FOR LATH, d F �� THE BEDROOMS (GENERALLY THE HALLWAY) - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 NOR ANY POTENTIAL DAMAGE THEREOF. I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION G. EVERY LEVEL OF DWELLING NYS MECHANICAL CODE AND FUEL OAS CODE - 5.25" R-21 FOR 2"xb" WALL CON5TRUCTION ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASMENT, FIRST FLOOR, 3 SECOND FLOOR, ETC) - 5.25" R-21 FOR FLOORS ASGE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOL_IDOM I�)ETA I L_S T)"F 1 GAL. NA I L_ I NO/STRAFF I NG REOU REMENT5 FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L_ I F T/ SHEAR/ I$ L_A TE RA L_ WIND RE S 15 TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (SEE PAGE G-005 FOR STRAPPING AND NAILING REQUIREMENTS, SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED Q "ALL STRAPPING TO BE I%4"x 20 0AUCE** -- "51MP5ON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE uj *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; Tl-F. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J cu 1. HOLDOWN 'A' HOEDOWN ��' CONNECTION � FASTENER SPEC. FASTENER /� 0/ ' DESCRIPTION AND QUANTITY 5PACINO Q FOR NEW R EXIST. NAIL- I NG l../R I � � � FOUNDATIONS n ROOF $ CEILING FRAMING O ` I.DIM's ARE ALL MIN.*'s BASED ON USE OF ONLY A Ibd }, >: (D ENDWALL ~~'" COMMON NAIL w/o PREBORED HOLES. L ENDWALL ~ "" 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER 0 C N z 0 (5) 2x FULL (5) 2x FULL CORNER STUD ""~"" AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE D,F,*2 d BTR. IN DRY USE aLO I HEIGHT STUD HEIGHT STUD ONNECTED TO R.R. 2, SERVICE �(D CORNER STUD TRANSFER SHEAR `' ~ CONNECTION: CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST >1 C U r- CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 G X 0 (V TRANSFER SHEAR "51MPSON" HDQB \�V • (E\PDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP 0 C) 0 4- (1 HOLDOWN ANCHOR ® 2-I6d COMMON FOR STRAP - 3 8 d COMMON _k HOLES,SET NEW MEMBER. m _ 2-I6d COMMON LOCATIONS NOTED NAILS® 6" O.G. 4 NAILS a EA. END OF STRAP. • • • • • • 4.NO MIXING OF NAIL SIZES OR IYPE5 ALLOWED }' O V) NAILS ® 6"O.C. d �" • • GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) q-I6d COMMON EACH LAP C O O ON PLANS 10 O.G. IF BLOCKED CC 0" O.G. IF BLOCKED CORNER P05T `"- " FOR ROOF SLOPES UNDER 5:12 WITH C.TIE ?° 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q r- f: G O CORNER POST " " ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE ° ""`•"•... USE 4 8 d COMMON NAILS "SIMPSON"ANCHOR ®a EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOEDOWNNNANC SLOPES OF 5:I2 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS d SPIKES 4 TABLE n , LOCATIONS NOTED ° d GR 4-1. ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W ° CONNECTION BI 1$ 52 AT RAFTER TO TOP PLATE TO STUD HOEDOWN INSTALLATION OPTIONS: CONNECTION: ~• .-~ WALL FRAMING D FOR STRAP - 5 8 d COMMON NAILS a B2~"~"""""""""~ "" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT FOR NEW P. GONG. FOUND.'s r,,. ' ° U HOLDOWN CAST IN PLACE w/'1/6"O THREADED ROD .•^' EA. END OF STRAP: WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE W FOR EXIST P GONG OR NEWLY GURRED FOUND.'s • • s • • -115"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NarE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY I • • MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. m ADHESIVE), b FOR TEMP.'s o°F-40°F USE "SIMPSON" AT SIMPSON # H2A (OR EQUAL) RAFTER TIELLJ "~ W (HIGH 5TRENOTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • • FOR TOENAILING - 3 8 d COMMON NAILS "`'"~�••"•..." FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN • FOR G.J. To R.R. - Q I6 d COMMON NAILS 7/a U w/ "0 THREADED ROD CONNECTION "`"^ • J REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BANDOIST, RAISED G.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON I� PER FOOT �-{QLj�C�w�( '0' {-{QLDQ�/�(N SDI APPLICABLE) R G COMMON NAILS FO .J. TO G.J. - 16 d FLOOR FRAMING COMMON NAILS •_ Q FOR FOUND ND N d EXIS NST. � FOR NEWLY POURED COECTNNION G 1$I 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST ATIO • FOUNDATION ® ONE STORY ONLY • om (D (5) 2x FULL ENDWALL BRID61N6 TO JOIST(TOE-NAIL) 2-5d COMMON EACH END Q HE16HT STUD CORNER STUD ONNEGTED TO BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR ° "SIMPSON" HDOb (5) 2x FULL - " ° AT STUD TO FLOOR ASSEMBLY �""~ NO TO SILL or G2 - ~ TO STUD CONNECTION: BOP PLIATE (TOE-NAIL) 5-I6d COMMON EACH BLOCK HOEDOWN ANCHOR ® 2-Ibd COMMON HEIGHT STUD "" • LOCATIONS NOTED NAILS ® b O.G. 4 �" ° ON PLANS 101" O.G. IF BLOCKED G I CORNER POST 8 d FOR STRAP - 3 COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T NAILS ® EA. END OF STRAP ° FOR EA. PLATS TO STUD ABOVE $ OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST ° 2-I6d CC I,,MCN ° BELOW - 2 I(?d COMMON NAILS NAILS ® OZ BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ., ROOF SHEATHING ° d STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ' a "SIMPSON"5T D14RJ CONNECTION DI s D2 BLOCKING PERIMETER EDGE ZONE s ad COMMON b" EDGE / b" FIELD BLOC HOLDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s .•-""""r HOEDOWN CAST IN PLACE w/ THREADED ROD ~�•,",...-""" • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING FOR EXIST, P. GONG. OR NEWLY GURRED FOUND.'s • 1/b"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ELATE(S) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY a 1/RO11 MIN• 1 ADHESIVE), S FOR TEMP.'S O°F 40°F USE "SIMPSON"AT """""'"~"~"" GYPSUM WALLBOARD 5d COOLERS 'T" EDGE / 10" FIELD CORNER FOR STRAP d COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) 0 p CIF�D ON I ° END OF STRAP (WRAP STRAP UNDER BILL PL) WALL SHEATHI NO FOR EXI57. /NEW G.M.U. (GONG. BLOCK TYP. FOUND. NOTE : FOR EA. PLATE TO STUD ABOVE 4 OR BELOWFILL - W'l TOP 2 COURSES SOLID E CAST IN PLACE HOEDOWN ° STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD w/7/8"� THREADED ROD _� _16_ d COMMON NAILS ALTERNATE CONFIGURATION - ABOVE STUD To GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD N FLOOR CONNECTION w/ # L174 SIMP5ON (OR STRAP w/(B) z EQUAL) ® PLATFORM TO SILL PLATES - X ". bd NAILS® EA.END NA L_ I NG/S T'RAFF I NCB C� W I NI�OW/DOOR HEADER STANDARD/ALTERNATE OF EA.STRAP TO n EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) E ALTERNATE USE 0 SIMPSON H23A) V NOTATION: A - NUMBER OF ad NAILS ® EA. END OF 57RAPPIN6 (2015 WFGM,TABLE 5.1, P. Ibq) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 5.255,P. 2qI) "-~" ~~ I" E LE55: 10 COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HE16HT KING STUDS ® EA. SIDE OF HEADER (20Ib WFGM,TABLE 525G,P. 2q2; ~ • GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.23D,P. 2q3) ~ ~~"""~~ • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING 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 (201a WFGM,TABLE 3.1,P. Iaq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. a E - NUMBER OF JACK STUDS ® EA. END OF HEADER (20Ib WFGM, TABLE 3.22F, P. 26a) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I66 NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE °, ° ° ° ° a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR 57RUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5, P. Iq1) d ° °d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: d d - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE BE PEP, FOOT. FOR STRAP - 3 8 d COMMON NAILS a EA. 5 - FOR Roof= SHEATH ,IWTTED TO F THE PERIMETER EDGE IOF THE ROOF, INCLUDING 4' ON EACH "" �M ° de ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE GRAHAM FASTENING SCHEDULE B ° d ° ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS FOR g' FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIOAU "` RENOVATION "`"�� _2_ _16_ d COMMON NAILS A NOTATION ROUGH P' B G D E F G oPNG 475 LAKE AVE 2'-0" 2 1 1 1 1 1 SOUTHOLD, N.Y. 11971 4'-0" 4 1 2 2 1 2 51 L_ 1 G 1 N0 OF TOF FL_ATF GABLE ENDWALL - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" 6 I 3 3 2 3 BRAG I NG/STRAFF 1 NG DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"ORLE55 PROVIDE OWN, ANCHOR BOLT, 8'-0" 8 2 3 4 2 4 - SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKIN6 6 I2"o.G. LENGTH FOR WIND - EXPOSURES 5$C - FOR WIND - EXPOSURES 54C - 4'-0" O.C. TO AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS 10'-0" 10 2 4 5 3 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE I 12'—O" 12 2 5 6 3 6 BUILDING MINIMUM SPLICE'�a` BUILDING MINIMUM SPLICE'��� DIMENSION (FT.) LENGTH (FT.) DIMENSION (FTJ LENGTH (FT) TYP. STRAP w/(5) PAGE: ad NAILS EA. END 12'-0" 2'-O"/2'-6" 12'-0" 3'-o" OF EA.STRAP ANGHOR BOLT Sf=EG I F I GATT ON5 Ib-o 3-0„/3-q 16-0 4-0ll ATTIC G-003mOO 20'-0" 4'-0"/5'-0" 20'-0" 5'-O" BLOCKING 2 5AY5 SPECIFICATION (2015 WFGM TABLES 5.2A d 5.25, F. 15'T-160) 24'-O" 4'-075'-0" 24'-0" b'-O" BACK ® 4-0" O.G.CORNER . 09/12/23 ONDITION FOR AL 3 OF :10:1 sq�� CL STRUCTURES DATE: 5/6"(P ANCHOR BOLTS a 3Q" O.G. 2b'-O" 5'-O"/6'-3" 2a'-O" 7'-O" • 52'-0" b'-O"/1'-6" 52'—O" 8'-0" SECOND FLOOR (1 s " " " " " 36-O -i-O /8-q 36-O q-O p! NOTES: I.TABULATED SPLICE LENiSTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/10'-O" 40'-O" I I'-O" BLOCKING 2 BAYS J 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 10-O /12-615, f. • I. MIN. "T BACK 04'-0' O.G. END EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS 5" SQUARE WASHERS AND END NUT SETUP; 50-O 50-O CONDITION 15„ EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE 5 TYP. STRAP w/(5) TOP TWO COURSES SOLID ad NAILS EA. END 5.TABULATED SPLICE LENGTHS ARE BASED ON b FOOT WALL bo'-O" 12'-0"/15'-O" 60'-0" I6'-0" OF EA. STRAP ;p HEIGHTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE '10-O 14-O TO-O iq-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR . 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12° (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): b0'-o" Ib'-0" 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 5AY5 °. ��,�_1.15 THIS 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 FRAMINO ORAPHIGS CONTINUOUS BUILT-Uf= O IRDERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F I REBLOGK I NO FOR WOOD FRAM I NO WORKING KNOPNLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENO I NEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BE/Tw N4 OF AGS WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION Q PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOGi<INC UNDER LOAD BEARINO WALL THREE OR MORE 5UPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES I:) MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. ui NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.G. P J cB THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (3)ROWS IOd NAILS• 12"o.c. SUPPORT. NO TWO ADJOINING JOIST5, NOR MORE SERVES AS FIRESLOPPIN6. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q �_+ N /SUBFLOOR G (2)ROWS 1/2"(P BOLTS o 12"O.G.STAGS ED GSER ; TAO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O Ln \ COL.• ENDS $UILT UP GIRDER P MAX g2 PLATE SERVE AS FIRESTOPPIN6. SOLE PLATE ta SOLE PLATE ° (2)Ros 1/2"m BOLTS® Ib"O.G. NAILING: — � r 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. } C9 E (2)ROWS 1/2"0 BOLTS m 24"o.c. SIDE WITH IOd NAILS, TWO NEAR EACH END OF rj=r BETWEEN 1/6 EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE i- Z rj 5. FIRESTOPPINC SHALL BE 2 INCHES OF WOOD BLOCKING O O_ N F (2)ROWS 5-5/8"TRUSSLOCK SCREWS• 12"O.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. p, SCREWED ON(1)SIDE OF MEMBER (� � Y '� LINE; OR GIRDERS ARE TO BE NAILED FROM EACH U _ (2)ROW5 5-5/8;,> "TRU55LOCK SCREWS• 16"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b FOR PLATFORM FRAME CONSTRUCTION: THE SOLE 2 X N GS SrREwm ON lU SIDE of MEMBER JOIST, OTHERS STAGGERED w/ A M15TANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O 4-, i H (2)ROWS g-5/5"TRUSSLOGK 5GREW5• 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. O m , C4 JOIST SCREWED ON(1)SIDE OF MEMBER a-J O 4-1 THREE-PIECE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O N O co MAXIMUM OFFSET J (2)ROWS 5"TBOTH SI K SCREWS• 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 51DE w/TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q '- B- 2 O MATCHED SIZE OF BLOCKING (2)ROWS 51 TRUSSLOGK SCREWS m Ib"O.G. UNDER NON-LOAD BEARIN FIRESTOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINT5, AND w/ THE 3 BLOCKING 5. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32 O.G. STUD (2)ROWS s'TRU55LOGK SCREWS m 24"o.c. $ETWEEN V6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO P STRINGER TO SERVE AS FIRE5TOPPIN6. GANTI LEVERED FLOOR I.BE MS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 5PEGIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN B"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 0 CONNECTION PATTERN 'B'WHEN 10" OR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREHINGS OR MAILINGS FROM BOTH 51MS OF MEMBER- FOUR-PIECE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL 2 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENERS I/2°FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR SOLE PLATE VI CONTINUOUS &ABLE END MA50NRY PIER5, NAILED TO WOOD P05T5 OR TRUSS THE VERTICAL OPENIN6 IS SEALED BY PLASTER ON THE GEILIN6 LATERAL BRACE® b o.c. BOLTED TO STEEL COLUMNS, AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRUSS OR I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL ( , NA I L I NO fi=ATTERNS FOR SIDE LOADED BEAMS Oe . FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE L ATH, EXTENDING TO CHIMNEY FACES, WILL SERVE KS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON � W 10) Sd -LOCATIONS REQUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE L NAILS AS FIRE5TOPPIN6. ■ FIRE- FIR,- HOOD FIRESTOPPIN6 FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPIN6 FIRE- FIRE- 50LESTOPPING STOPPING MULTIPLE-PIECE MEMBERS C , r J0157 5d COOLER NAILS ® 10"O.G. NAILED' BOLTED' II v Y. 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd BROWS Ibd 2 ROW515" 2 ROHSX=° 2 ROW514" h^II VERTICAL BLOCKING COMMON COMMON eoLTS•24' BOLTS BOLTS FIRESTOPPIN6 WHEN w/(4) IOd NAILS . . OA.sTAe ;.P COVERING 19 APPLIED STUD 20 ga STRAP a I2"o.c, a I2"oG. a I2•oA. o b"o.c. GYPSUM BOA THO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS Q �� (lo) 8d NAILS ° ° a ° ° o o LOCATION I LOCATION 2 LOCATION 3 ro UNDERSIDE of •`�/� DOUBLE PLATE 5d COOLER MAILS® 10 O.c. BEAM SELECTION w/ 5TD. NAILING v J o LOCATION 4 I AML NOTE: ENDWALL STUDS AS NOTED IN NOTES •7 8 8 ° a ° a ° o o 0 5 NONCOMBUSTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY „ DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE-STOPPING LOCATION Q OVER STUDS, UNLESS TOP PLATE: 15 4"® EDGE/12"m FIELD FULLY BLOCKED I.TOP AND BOTTOM ROHS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPING OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#b - VW TYPE W OR 5 FIRESTOPPIN6 LOCATION (52.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS ello.c. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL \ / /� THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND Wr. O O O O O O O O O O O Y ERLA I D ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". O O O O O O O O O 12"SPACE NOT ATTACHMENT \IALLEY 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED , ® NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED k#-EN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH 51DE OF THE MEMBER. b.VALUES FOR NAILING GONNEGTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '7 STD.N41LIN6 FOR TOP LOADED MULTIPLE-PIECE BEAMS. FIRESTOPPING STRAPPING w/ LOCATION � 4 bd NAILS �•2 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS 12"OR LE55 LOCATION 5 o EA. END ® R.R. b.B ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS OF 14",Ib'4 15". LOCATION 10 FULL WIDTH 2" BLOGKINGS O F- W GONSTRUGTI ON DETAILS WIND LOAD FATH GONNEGTI ON DETAILS N TOP PLATE DRILL 2"m INTO ROOF - DEG1NGS 1Nsn.. NOT TO SCALE INTERSECTION DETAIL EXIST..OR MEN NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ,rONTIWOLS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R. AS SHOWN KING STUDS PLAN VIEW ROOF,RRSIMILARD WD�D JO1cJ' WOOD JOI CRIPPLE STUD BLOCK I NO JOIST HANOER HEADER C ENERAL REOU I REMENTS FOR GENERAL RF-aU I REMENTS FOR W INSTALLATION OF GL I NGHED NAILS I N57ALLA71 ON OF TOE-NAILS O 1 RDER/HEADS WOOD OI RDER JACK STUDS � WOOD JOIST -0 0 MAIN MEMBER W q JOIST FRAM I NO OVER WOOD OI RDER JO 1ST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER GONNECT1 ON 1. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMB DIAM.X S APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. ks THE LENGTH OF THE NAIL FROM THE MEMBER END, GRAHAM I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A QO° ANGLE 2. THE MIN, PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTE5. R N6,NO MORE THAN 2 TOE NAILS SHALL BBETIN AVOID STALLED IN I AI SIDE OF A RAFTER OR CEILING JO 5T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 475 LAKE AVE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JolS DOUBLE JOTS TOP PLATE SOUTHOLD, N.Y. 11971 CHI],-I. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTEi FIREBLOCKING DETAILS (5M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE .JOIST FOR NON-BEARING WALLS ALTERNATII/E RAFTER TO WALL STUD CONNECTION w/ 5TUD5 TO ATTIC FLOOR 4 BLK'G TO R/L 51ME5 Hi/5TRAPPIN6 TO R/L SIDES) .v O PAGE: TOP PLATE c o =►� N W ND RES STANT CONSTRUCT) ON GONNF_GTORS ZCHIM. CHASE WALL p U d)o CONNECTION LOCATION: PART NUMBER: NOTES: -O O ■ O O RIDGE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS Z ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 09 12 2 / / 3 4OF10 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z O REO'D BLOCKINS J N TO AL16N w/ STRAPPINS Q- PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD Q��j ® EA. LEVEL ABOVE w z THE FIRST F.L. 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD FD APPLY TO EACH JACK STUD FLOOR/GLt3. O HEADER-TO-JAGK STUD G520 @ 12 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557616 APPLY TO EACH 51 DEWALL END I WRAP UNDER DOUBLE SILL PLATE 157. FLOOR-UNDER-SILL PLATE C520 (USE WITH 5" SQUARE WASHERS) SIDE \11EW FLAN YIEW 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. NEW PARTIAL HEIGHT — EXISTING TO BE DEMOLISHED , , WOOD FRAME (L.G. STL. d EXISTING TO REMAIN DEMOLITION NOTE: WHEN APPLICABLE) DEMOLITION NOTE: Q • CONTRACTOR TO REMOVE EXISTING SIDING ONLY AS PROVIDE SHORING AND SUPPORT TO ALL AFFECTED 0 NEW FOUNDATION WALL NECESSARY AND TO REUSE EXISTING SIDING AS LV NEW WOOD FRAME (II STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT MUCH AS POSSIBLE OF ANY DEMOLITION OR CONSTRUCTION. STL. WHEN APPLICABLE) • ALL EXISTING ROOF SHINGLES TO BE REMOVED AND J N REPLACED c) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS Q V) WOOD FRAME (L.G. 5'TL. WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O 0) P05T FOR (o" WALLS), U.O.N. _0 T— NEW 2-HR FIRE RATED _0 0 WOOD FRAME (L.6. S'TL. ( V WHEN APPLICABLE) v� p C N z O � uo U SHC\j � p EXI5T. WOOD 'n �J vy Q a O DECK ,S 560 S.F. lC ex�e X , �` rn �o n � E ILI NG FLOOR, I I Co trs� CEILING 3 ROOF /� I I ( D x -- STRUCTURE TO REMAIN i �`�t (f _--_-_ -_-_� � ---- -_-_-_------- ------ J -�-� _� -------------- ------------ I III IIII Q � U I III IIII N IIIIN III X • n , Hill SAVE EXISTING WOOD EXI5TIN6 WINDOWS III Lu t- W TO Be REMOVED I'll I_II z z EXISTING SIDING WITHIN z z III 1 1 III d J SUNROOM SUNROOM TO BE Q J III 1 EXIST, WOOD IN O 55 I50 S.F. REUSED AT NEW O 0 III 1 DECK EXIST. Hill - v -a v tp EXTERIOR WALLS N IIII 115 S.F. CR41^11.-51FACE IIII 17--. _n it I I III 11 �� �� 11 III I - - - - - - - - -------L---- -----_t-_ -_�_L - , I III I U - -------I:: _7------- ------------ v / F- 7 AML I WALL, EXIST. OVERHEAD EXISTING DOORS # WINDOWS TAN TO BE REMOVED Q WATER STORAGE ALL EXISTING PLUMBING TANK TO REMAIN FIXTURES E APPLIANCES TO BE n n n 1 I � REMOVED II I I II EXISTING OIL TANK TO EX z K I =\ � z z pp... 1 - KITCHEN DEMOLITION NOTE: (I I I � II BE REMOVED O Q I rluuL.�� I I� CONTRACTOR TO REMOVE AND SAVE O FU EXISTING BOILER TO N U a I I PROPALL OSED GARAGE NETIR'( TO E USED IN I I I I II N U BE REMOVED I I I� r. , ---, EXIST. LIVING ' ___ 1 r---r II L —1I �— —1II ��'`�`� L---J EXIST. ROOM r , BASEMENT 245 S.F. -7 I- EXISTING LOFT �JCIST. EX15T. — — — — — — — — OPEN TO q5 S.F. %]�} EXISTING KITCHEN (I I I II EX BELOW 1� - S � SUMP PUMP 1_ 1 II I I II j 6))))�O II EXIST. DINING I a Z � (!� EXISTING ELECTRIC O C\\) (�1)`�)r----- ROOM0 LJ PANEL TO REMAIN EXIST. w EXISTING BATHROOM �� ��\')/ C � > II I I 200 S.F. I N v GRAWL5PACE N U FINISHES FIXTURES 1 J/ ul TO BE REMOVED I L -- --------- --- -- --, ---1 -- 4--_-- u -- --------- EXISTING I L� L `'(`���1 I �/ 11 i --\ I i WATER METER -/-I I( II Imo- I 1 r / ---/-L I I II ___- / EXIST• �� EXIS i� EXI5TIN6 — — — — — — — — __ / I `BATHROOM #2 BATHROOM #1 - BATHROOM 101 I r� 45 5 58 S.F. I 1 .F. 1 1 X15 FINISHES d FIXTURES TO 4 S.F. BE REMOVED; L_J I I �I I _ _ CABINET $ MIRROR TO ----- F - / 2'-O" 11 BE SAVED EXIST. DOOR -S L--------- 11 TO BE REUSED II //� ---------- H � 105 Z O \\-F-Xl5TIN(5 BILGO DOOR IIII U 1 III EXIST. EXI5TIN6 DOOR TO ilul EXIST. EX IIII BEDROOM #I BE REMOVED AND EXIST. GRAWLSPAGE 140 S.F. FRAMED FOR NEW GRAWLSPAGE I-IH POCKET DOOR III IN H III III EXIST. EX WINDOW TO BE BEDROOM #2 REMOVED OPENING FOR NEW wlNDow 125 S.F. OJ ECT: EXIST. A.G. GRAHAM -----�___- — RENOVATION EXIST. ATTIC AGGE55 L HATCH J 475 LAKE AVE XI5T 1r-_�1 li SOUTHOLD, N.Y. 11971 LAUNDRY II II II ROOM II II EXIST. III I 25 S.F. -JI II BEDROOM #3 I11 I 1115 S.F. DRAWING TITLE: I I WA5HER DRYER III REPLACED WITH 7---- , Iu 1 STAGKABLE I PROPOSED DEMOLITION PLANS I UNIT. SEE I EXIST. WINDOW TO BE III i CONSTRUCTION 1 ___ 1 F REMOVED III PLAN FOR F====� III LOCATION. III EXISTING FLOOR FINISH III O d STRUCTURE TO BEIIII . REMOVED;AT AREA WHERE 5TORA6E 15 PAGE. EXTENDED. SEE EXIST. MECH. CONSTRUCTION PLAN ROOM 55 A-10IM00 -Z ----------------------- DATE: 09/12/23 5 OF 10 EXISTING STORAGE 65 S.F. EXISTING DOORS TO BE REMOVED i RCFOSE17 FOUNP:;)AT I ON 1�)EMOL I T I ON PLAN FROFOSED F I -'ST FLOOR DEMOL 1 T I ON FLAN F OFOSED SECOND FLOOR DEMOLITION. PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" 0ENE :P,AL5`I'�550L <EY : /- - - - - - - I- - - - - - - - - - - - - - - - - - - � / _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) O ui NEW WOOD FRAME (L.G. _ NEW FOUNDATION WALL I Lu J coSTL. WHEN APPL I CABI-E) m NEW I-HR FIRE RATED MIN. (2) 2" ;x4" STRUCTURAL I POST FOR 4" WALLS I Q c El WOOD FRAME (L.G. 5TL. b� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. I = _ O NEW 2-HR FIRE RATED , }: CD WOOD FRAME (L.G. S'TL. I O _C (� Z O WHEN APPLICABLE) I I _ .O � U O X O N O O O 4 C4 FOUNDATION PLAN NOTES I J ON O c BURIED PROPANE TANK: Oj I. PROVIDE NEW I,000 6ALLCN BURIED PROPANE TANK EXIST. Q a O 2.INSTALL AS PER MAU. SPEC.'S GRAWLSPAGE 3.INSTALL MIN. 10'-0" FROM DWELLIN6, SANITARY $ STORM WATER STRUCTURES, d BURIED UTILITY LINES;REFER TO SITE PLAN FOR INSTALLATION LOCATION. O RESERVED 2 5 Iv Q EX I- I I ( U M 5 MODIFIED I I "�_j W BASEMENT 554 S.F. SMOKE DETECTOR / GO DETECTOR NOTES: — — — — — O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXISTING I • SMOKE /CARBON MONOXIDE COMBINATION DETECTOR n 1 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SUMP 2.INTERCONNECTION BETWEEN NEW k EX15TINO DEVICES EXISTING ELECTRIC SHALL NOT BE REQUIRED WHERE EXISTING ALARMS PANEL TO REMAIN ARE NOT INTERCONNECTED, AS PER NYS R314.4. 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 3 s EXISTING EXIST. 4.SMOKE / CO DETECTORS TO MAINTAIN 3' MIN. dEX15TINry 5M/00 BASEMENT w/� GRAWLSPAGE HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS EX WATER METER G.H. # OPENINC75 TO BATHROOMS w/SHOWER OR TUB. 5.INSTALL ALL AS PER MANU. SPEG.'s b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE O FREEZE PROOF HOSE BIB: O FASTENED w/MA50NRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) O NEW GAS CONNECTIONS: g PROVIDE NEW PROPANE LINE FOR GRILL HOOK UP AT REAR DECK;H.O. TO VERIFY EXACT LOCATION • PROVIDE NEW PROPANE LINE FOR GENERATOR; GENERATOR FILED UNDER SEPARATE APPLICATION II EXIST. EXIST, GRAWLSPAGE GRAWLSPAGE II II A-301 I I A-301 II II t� Z W O U p � W 0 I H a 0 PROJECT: GRAHAM EXIST, SLAB RENOVATION ON GRADE 475 LAKE AVE SOUTHOLD, N.Y. 11971 DRAWING TITLE: PROPOSED FOUNDATION PLAN PAGE: \ �N 4 A-102m00 DATE: 09/12/23 6 OF 10 FROFCSED FOUNDA71ON PLAN izo SCALE: 1/4" = I'-oil l_!E NF-f;;',AL HIGH EFFICIENCY LAMPS: NOT LESS THAN CIO% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY NEW PARTIAL HEIGHT LAMPS, AS PER 2020 NY5 EGG R404.1 IZ EXISTING TO REMAIN WOOD FRAME (L.O. STL. Q WHEN APPLICABLE) D NEW WOOD FRAME (L.6. � ul 7 STL. WHEN APPLICABLE) NEW FOUNDATION WALL 0 - HOT WATER PIPING INSULATION: w MECHANICAL SYSTEM PIPING AND HOT WATER PIPING w f>3 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG WOOD FRAME (L.CG. 5TL_. P05T FOR 4 WALL5 R403.4 d R405.5: Q a_•+ L WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � C I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 0) P05T FOR 6 HALLS), U.O.N. FLUIDS >105°F OR <55°F (R403.4) O ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. 2. PIPING J" AND LARGER IN NOMINAL DIAMETER = 0 **SEE DOOR SCHEDULE FOR ALL CGLA55 DOORS FROM SAME MANUFACTURER** 3. PIPING SERVING MORE THAN (I) DWELLING UNIT + FRAME WALL BETWEEN DOOR b 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE L Z � WINDOW SOLID w/ STUDS 4 FASTEN 5. PIPING FROM WATER HEATER TO A DISTRIBUTION O O (V I EACH TO CONTINUOUS HDR w/ MANIFOLD d •fi3 In d' WINDOW CHART SIMF50N C520 STRAPPING 6. PIPING LOCATED UNDER A FLOOR SLAB G cc x U '- FASTEN RIPPED HDR TO 1. BURIED PIPING O � CV EGRESS CLEAR I ROUGH OPENING WINDOW DIMENSION LIGHT EXIST. WOOD WALL FRAMING d ADJOINING 5. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS O O O +- OPENING (S.FJ PRO\/. VENT TOP PLATES ® CORNER w/ OTHER THAN DEMAND REGIRGULATION SYSTEMS. -c 0 m a--' e-- TAG TYPE MODEL # TEMP. PROV. PER DECK WIDTH REQ D: 20 PER UNIT - S6o S.F. 3"xb"x0.036" THK. 6 L\/. STL. O (�J O Cts � HEIGHT REQ'D:24° (cJ F) UNIT (S.F.) PLATE (OR EO) # (6�6V BOX 0 WIDTH HEIGHT WIDTH HEIGHT OPEN REa.m. 5.7 S.F. NAILS, AS PER NY5 02.3.2 Q .-- d 0 --- -.-- _-... PRO\/. I RISER FASTEN RIPPED HDR TO A NOT USED � E� HALL PL AMINI 6® CORNER w/ B (2) DOUBLE-HUNG 2 - TW210410 3'-0 �" Er"-O T2'-11 J" 5'-0 J" JF 5.51 (EA.) 10.45 (EA.)j5.a5 (EA.) 3"xb"x0.o36" THK. 6ALV. STL. * * --]1� NAILS(A5 PER NYS)R602.3 2 REUSE EXIST. „ II.52 (TOT.) 5.'16 (TOTa REUSED WINDOW G (I) DOUBLE-HUNG [ 5-O 3-3 - (EST.) (EST) -61 108 G FBEDROOMT D (2) you HUNG 2 - TW3046 3'-2 4'-8 3'-I 4'-8 J" ]=5,a:2 (EA.) 10.31 (EA.) 5."i5 (EA.) _ _ _ _ _ _ _ _ z L NEW (3) I.'15"x9.5" T.J. 2.OE MIGROLLAM LVL 12L HDR EXTENDING ACROSS ENTIRE WALL 4 RIPPED TO PITCH OF EXISTING R.R. Dyy xx 10 Q (SEE SECTION A I-I/A-301) ll I� PROPOSED EXIST. WOOD GREAT ROOM u) 540 S.F._ SLOPED GEILINGJ_ m_ _ m PROVIDE NEW "JENN 11155 S.P. ■ FALSE BEAM -b AIR" SELF-CLEANING D P -1, J, ELECTRONIC WALL OVEN W I PROPOSED in MCROWAVE OVERHEAD(5) EXISTING COLLAR (3) II.B'15" 2.OE MIGROLLAM W/(2) .5° KITCHEN U NATURAL LIGHT I3 Ex. WRA PEDEIN WOOD STEEL FLITCH PLATES;BOLT 12 OG � DOOR SCHEDULE VENTILATION _ UP/DOWN W/ " THRU BOLTS 0- FLOOR 511 S.F. PROVIDE NEW J�i I w 13'-s/2° NATURAL LIGHT DOOR MATERIAL AREA "JENN AIR" O O N w _ - OO o VENTILATION S.F. REO. S.F. PROV. RADIANT m MODIFIED FLOOR TAG PE50RIPTION MANUFACTURER p -� N FIRE NOTES LIGHT GDOKTOP W/ I ni DINING ROOM AREA 162 S.F. n 1 to RATING 40A S.F. b6.6 S.F. DOWNDRAFT 4 I60 5.F. WIDTH HEIGHT F REQb - S.F. RE0. S.F. PRO\/. Q 20 MIN. RATED VENT (5) II.B'15" 2.OE MIGROLLAM W/(2) .511 0 � 5ELF-CLOSING REQ,D 20,4 S.F. b'1."1 S.F. EX _ STEEL FLITCH PLATES;BOLT 12" OG \ J LIGHT 15.0 S.F. 72.0 S.F. i T UP/DOWN W/ " THRU BOLTS I _ tu I I (I V (I REQ D FIRST FLOOR l� fV 4 SLANTED z_z N lD I REO'D 6.5 S.F. 50.0 S.F. i- .9 EXIST. VENT z GEILIN6 ® _1 14 Q ( I a p 101 5WINO REUSE 2'-b" 6'-8" I j tOFT STAIR EXISTING L -I L -1 I I I 102 POCKET JELD-WEN 2'-2" 6'-8" • PROVIDE NE INSERT LCAP ACET`� OUTLET EX. GATHER LJ J I f GEILIN6 EX.FI HERBAL! POCKET JELD-WEN 2'-6" 6'-8" • - - - - - - - ns-r \ ATHR m i LIB 103 ��� - m PROV. NICHE t 65 S.F. II I SHOWER 51�NGH 104 POCKET JELD-WEN 2'-4" 6'-8" • �� METER TOEXISTINO EREMAIN IC p ju 103 LINEN 105 SWING JELD-WEN 2-6 6-8 N 0 0 PROP. ❑ iv 106 POCKET JELD-WEN 2'-4" 6'-8" • e s.F. - , I � I 10-T POCKET JELD-WEN 2'-2" 6'-8" I Q 8 _ G 12 O O Ex I p -� ►� 0 PROP 105 GLIDING PATIO ANDERSEN II-a 6-8 • ,r4\ Y`�' 1 IS S.F_ V 'I'_ " 6'-9" m 4'-3 3'-D" 104 BATS m m G. Poop,"' .�2 4 102 106 I MDFD. �a o - - - - 3 GO 105 6'-j� 6 S.F. IOT 3/2" 0 EX J�,� 4 "i • EX. SM Z � I EX. SM 3 ( w �EX. PATIO I g MODIFIED I -� 8'-0" c 6. Ex c0.> BEDROOM #1 `� L EXIST, _ I88 S.F. HOHT. EXIS . BEDROOM #2 71 m A A--01 I I A-30 POP UP CEILING I IW- HEIGHT TO 8-O I 0 2'-II" II FLOOR PLAN NOTES 7'1" GL6. J EXIST. DOOR NOTE: WINDOW NOTE: Q Q H6HT. EX15r. N�, 10_� A.G. PROJECT: MODIFIED LAUNDRY ROOM: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. NEW WASH /DRY HOOK UP AS NEGE55RY 10 I. ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN I3 2 w _ 2 GRAHAM ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT, DOUBLE-HUNG, OR &LIVING (AS NOTED). W 2.COORDINATE LAUND. ROOM S DOOR DIM.s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. 5PEG.'S. I0'-11" ON PLANS BY 'THERMATRU' (OR EQUAL). w/ SIZE OF EQUIP. Q 10 2.NOTE ODES NOT INDICATE EACH NEW WINDOW PROPOSED; < b O O RENOVATION 3.PROVIDE HOOK UPS AS REQ D PER MANU. B ATTIC EX 3 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS # WINDOW SCHEDULE. � r PROPOSED;SEE DESIONATION5 E DOOR SCHEDULE. DRYER EXHAUST NOTE: 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS `L I ACCESS 5M/GO 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I. DUCT SHALL TERMINATE TO EXTERIOR AND DOORS" ON PACE 6-002. p I HATCH WALLS,U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. N NATURAL LIGHT EX L J 5. INSTALL AS PER MANU 5PEC.'s OPENINC75 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTILATION D b.PROVIDE (2) 2NIO" HDR.,U.O.N. 5.DUCT SIZE A5 PER MANU. 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: FLOOR � 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 188 S.F. 475 LAKE AVE '7. SEE PAGE 6-003 FOR ALL OTHER i=RAMIN6 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER AREA EXIST. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 5WIN61N6,SLIDING, rE BIFOLD DOORS = 6.2. WITHIN 15" OF F.F. S.F. RE0. S.F. PRO\/. LAUNDRY 5 o SOUTHOLD, N.Y. 11971 CONSTRUCTION. FLEXIBLE TRANSITION DUGT5 USED TO ROOM ' ORESERVED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 6.5. WITHIN 24" OF A DOOR 'ry SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO 6.4. WITHIN STAIRWAYS Q WITHIN 56" OF A LANDIN6 REO 15.0 S.F. 32.71 S.F. - EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 6.5. WITHIN TUB/SHOWER ENGLO5URE5 x MODIFIED DRAWING TITLE: IN ACCORDANCE WITH UL 2158A. 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 VENT '�x 1.5 S.F. 117.5 S.F. STACK-ABLE WASHER BEDROOM #3 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D -T. SEE PA6E 6-003 FOR FRAMING ELEMENTS AROUND REQ D EXIST METAL w/ SMOOTH INTERIOR 5URFACE5 WITH JOINTS WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM DRYER � 14o S.F. PROPOSED FIRST FLOOR PLAN RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST (2) 2NIO" HEADER U.O.N. LI 5 S.F. ID DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER TBAGG DRYER FRONT YA4D 5= SCREWS NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6FfT5 `_ VENT 2"X6" STUD WALL � 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LESS THAN 24 ABOVE F.F., THAT ARE MORE THAN'T2 LOCATION TO THE WALL OR ROOF TERMINATION. THE ABOVE GRADE OR THE ADJACENT SURFACE AT THE ®Ib O.G.;PROVIDE N EXIST. ELECT. 50 �" TYPE "X„ MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 BUILDIN6 EXTERIOR. 6. WATER HEATER EXIST. MEGH. GYPSUM BOARD FEET FOR EACH 45° BEND AND 5 FEET FOR EACH CIO* TO REMAIN ROOM AT STORAGE AREA BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EGRESS NOTE: NATURAL LIGHT 4 NOT INCLUDE THE TRANSITION DUCT. s5 S.F. VENTILATION PAGE: IN COMPLIANCE WITH NEW PORK STATE BUILDING F.A.I. CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF < 13 FLOOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE EORE55 SHALL BE FOLLOWED: AREA 140 S.F. OVENTILATION 15 NOT MET BY MEANS OF NATURAL A-103000 CIRCULATION THROUGH WINDOWS OR DOORS TO NET CLEAR OPENINO........... 5.1 S.F. VENT S.F. REO. S.F. PROV. OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION NET CLEAR HE16HT............... 24" MINIMUM (2) "15" LVL HDR. LIGHT II 2 S.F. 20.Q S.F. 405.5.2.5; INSTALL AS PER MANU. SPECS NET CLEAR WIDTH................. 20.. MINIMUM REQ'D SMOKE DETECTOR / GO DETECTOR NOTES: NEW FLOOR: A/G NOTE` 5ODIFIED EX. STORAE VENT 5.6 S.F. II.6 S.F. O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT -I II I. EXIST. AIR HANDLER 4 A/C CONDENSER TO REMAIN 98 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O I. NEW J,, PLYWOOD SUBFLOOR BENEATH (GLUE 6 SCREW); 2.PROVIDE NEW HOT WATER COIL IN EXIST. AIR HANDLER d DATE: 09/12/23 7 OF 10 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREW PERIMETER OF SHEATHING 6 O.G. k 12 O.G. ® CONNECT NEW BOILER TO NEW COIL 2.INTERCONNECTION BETWEEN NEW d E:XI5TING DEVICES INTERIOR. ALIGN HTS. THROUGHOUT. 5. RE-ROUTE 8 EXTEND COOLANT LINE 4 DUCTWORK AS SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 2.NEW FINISHED FLOOR PER H.O. SELECTION REOV FROM A/C COND. 3/2° ARE NOT INTERCONNECTED, AS PER NY5 R314.4. Ex• EX. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND NEW TILE FLOOR: NEW PLUMBING FIXTURES: PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. OO I. NEW TILE FINISH (H.O. TO SELECT) UPON 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 4.SMOKE /CD DETECTORS TO MAINTAIN 3' MIN. 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON SEE ALSO PLUMBING GENERAL NOTES ON PAGE G-002. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON - ALL SUPPLY PIPING TO BE COPPER # OPENINGS TO BATHROOMS w/SHOWER OR TUB. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE dSCREW); - ALL WASTE LINES TO BE PVC 10'-6" II' " I '-4"- 4. 54 . kr.• 5. INSTALL ALL AS PER MANU. SPEC.s SCREW PERIMETER OF SHEATHING 6 D.G. 4 12 O.G. ® 6 b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INTERIOR. 13 BOILER 40'- /2 b E:7 IN COMPLIANCE WITH LOCAL CODE O NEW NAVIEN NHB-110 CONPEN51N6 PROPANE WALL-HUNG TYPICAL BATHROOM NOTE: BOILER(OR APPROVED EQUAL). O RESERVED I. DIRECT VENT THROUGH WALL. £'"; O I. WALL BOARD 2. F.A.I. THROUGH WALL. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 3. INSTALL PER MANU. SPEC.'S 1+ „ ALL BATHROOMS PROPOSED FIRST FLOOR PLAN THERMOSTAT: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS I4 I. PROVIDE DWELLN6)THERMOSTAT FOR I ZONE I rj�ij6 5. r �IT �L SSG • I �23 S.F. i�OSS � SCALE: 1/4" = 1'-O" 2. 5HOWER FLOORS 1 2.1. NEW TILE FINISH (H.O. TO 5ELEGT) UPON 2. H.O. TO SELECT MODEL; INSTALL AS PER 0 2.2. CONCRETE MUII(SLOPE I/b" PER FOOT MANUF. SPECS TOWARDS DRAIN) UPON 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR,WRAP DRAIN 4 ATLEPST 15" UP HALLS ELEVATION NOTES HATCHED AREAS INDICATE NEW WORK (TYP) �- Q OTYPICAL ROOFING: 0 I. SEE NOTE AT 5UILDIN6 SECTION FOR MINIMUM Lu CONSTRUCTION STANDARDS LLI cc2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION -1/ m\ BEFORE INSTALLATION Q (V a--� NEW ASPHALT ROOFING; H.O. TO SELECT COLOR; STYLE BY 'GAF TIMBERLINE' (MIN. 50 YR. WARRANTY) O O PROVIDE CONGEALED FLASHING � (.0 AT ALL ROOF +� � _ O INTERFACES. O nl z O TYPICAL SIDING: a .O u') 'Y O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM cc CONSTRUCTION STANDARDS c G x0 � N 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O O m (� BEFORE INSTALLATION 0 4-1/ \ cu REUSE EX15TINO SIDING WHEN PATCHING 15 Q O d SIDE YARD 3� REQUIRED; H.O. TO SUPPLY EXTRA EXISTING SIDING �.,�` SETBACK AS NECESSARY � I OQ EXISTIN6 ROOF; O4 NOT USED {� NO PROPOSED CHANCES;NEW Q / ---- - --- - — - -- -- _ __-- - --- - — ---_ ---- -- - -- - - — -ISHINOLE5 ONLY O NOT USED OT 5 D El O NEW SEE NOTE ® PLAN DRYER VENT: "� J W W -- _ �- — -- — -- — NEW BOILER DIRECT VENT: T-L _ - �_ - - -" ----- ___— - O INSTALL BOILER DIRECT VENT AS PER MANU. SPEC.'S IN -- - _-__ _- -- - _ —__ -- --- -- FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NYS MG 504. WEST PROPERTY EAST PROPERTY SEE AL50 NOTE ® FLOOR PLANS. LINE / \ LINE NEW BOILER FRESH AIR INTAKE: / \ O INSTALL A5 PER MANU. SPEC.'S • I. AVERAGE GRADE .0� SOUTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" I EXI5TINC ROOF; I NO PROPOSED GHAN6E5;NEW EXISTIN6 ROOF; 2 5HINOLE5 ONLY NO PROPOSED CHANSE5;NEW - _ -- - - SHIN&LE5 ONLY FN- EX EX Z o 0 D V 12" MIN. F.F. w Q 0 NEST ELEVATION (LEFT S 1 DE) PROJECT: SCALE: 1/4" = I'-O" GRAHAM RENOVATION 475 LAKE AVE SETBACK � SIDE YARD SOUTHOLD N.Y. 11971 I DRAWING TITLE: EXISTIN6 ROOF; NO PROPOSED CHANCES; PROPOSED EXTERIOR ELEVATIONS GH 5HIN6LE5 ONLY EXISTIN6 ROOF; EXI5TIN6 ROOF; -- -- — - — -- - ----- _- -- � - -- --- NO PROPOSED NO PROPOSED -- CHANCES;NEW CHANCES;NEW 5HINGLE5 ONLY 5HIN6LE5 ONLY — - _._ P - - - - - - - - - - AGE. - - _ - EXISTING- - - --- - - - --- -- - _ --=- 2 � _� ----- -- ------- -- - ----- ---- -- - - - --- ---------- — —_ __ --SKYLIGHTS= - - - -- — -s TO REMAIN A-201m00 -- ---- - - -- - _ - -__ _ DATE: 09/12/23 8 OF 10 h EX. 108 Q.. ; CID EAST ELEVATION (RIOHT NORTH ELEVATION (REAR) SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-O" BUILDING SECTION NOTES ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW ASPHALT ROOFING;H.O. TO SELECT d 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Lu OVER LLJ 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER co 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) J 5. GAP 5HIN&LE OVER RIDGE $ HIPS (AS REOV) t N Q 6.PROVIDE RIDGE VENT(AS RE010) Lr) 'i. FLASH ALL VALLEYS 6.INSTALL DRIP EDGE AS REO'D O a. INSTALL ALL AS PER MANU. 5F'EC.'s = } C04 O TYPICAL ROOF $ CEILING CONSTRUCTION: .L G a AS NOTED O• NEW ROOFIN O O (V z CD L 2 X N • 1/2" GDX PLYWD 5HEATHIN6 (E�LOCKIN6 ® ALL PLY^lD SEAMS) • R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS OVER 0 0 O 4- C4 6' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) _c 0 m � r. • PROVIDE R-49 BATT INSULATION WHEREVER ALLOWED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE 1" EX. RIDGE HEIGHT co THK. SPRAY FOAM INSULATION (R-44 ® R-VINCH) ----------------------- ------ Q 0 d 0 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVESELEV. +25.2' NEW EXTERIOR WALL GON5TR:UGTION (TYPJ: O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD 5EAM5) UPON \\ // • 2"xb" STUDS ® 16" O.G. w/OBL. TOP PLATE HDR5. PER PLAN -- • MIN. R-21 BAIT INSULATION PROVIDE SIMPSON H2.5 CLIPS TO ALL R.R. •• EXISTING 2 X4 STUDS AT EXTERIOR MIN. R-21 NEW HDR RIPPED TO PITCH SPRAY FOAM INSULATION (5" THICK;R-VINCH) OF EXIST. R.R. (DEPTH ® _ • 5/6" GYPSUM BD. WALL FINISH 1 - SMALLEST PLY SHALL BE NO FALSE BEAM TO _ LESS THAN 1.25") GUT EXIST. 70 NEW SIDING NOTE (TYPJ: MATCH -�:.:�,�. -�-_�-.::__:_:-�:��_--�-��•,-_..��� ""�'-� O4 I. INSTALL NEW SIDING AS CALLED OUT ON ELEVATIONS R.R. ® NEW HDR b FASTEN w/ PAGE A-201 51MP50N LRUZ HANGERS. 2 V • 2."TYVEK" HOUSE WRAP (OR EQUAL) PROP. CEILING POP UP n 5.INSTALL ALL A5 PER MANU. 5PEC.'s \ / �J 4.PROVIDE ALL NECESSARY TRIM FOR PROPER T= _ 4- INSTALLATION \ / \ � \ OPEN // \ PROPOSED MODIFIED 5. 51MINO SHALL EXTEND TO TOP OF FOUNDATION WALL cV . \ \ GREAT ROOM BEDROOM TYPICAL FLOOR GON5TRUCTIOIN: O I. FINISH FLOORING TO SELECT 4 ;p _ \V \ = Q = 2. 5/4" Td 6 GDX PLYWD. 5UBFLOOR GLUED E SCREWED ' rD I /\ r F- 5. F.J. AS NOTED ON PLANS - AT'5PAN5 OVER 5' INSTALL / \ / v 'X' BRACE ® MIDSPAN / \ / 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST `� �'K�G�END FLOOR AND FOUNDATION) EXIST. FIRST FINISHED FLOOR 5. 2" THK. SPRAY FOAM AT BLDcS. PERIMETER RIM JOISTS ELEV. +q.5' 6 / 5 \ / •� !7!71 ORAISED FLOOR CONSTRUCTION: �- -- X 1. RIPPED 2X SLEEPERS ® 16" O.G. ON TOP OF EXI5TIN6 FLOOR 5HEATHIN6. \\OPEN�i Q 2. NEW FLOOR HE 16HT TO MATCH SUB FLOOR OF AVERAGE GRADE _________ i PROPOSED KITCHEN. ELEV. +15� EXISTING EXISTING EXISTING (� 5. 5/4" T36 GDX PLYWD. SUBFLOOR 6LUED b 50RENED CRAWL SPACE CRAW R L SPACE �i \\ CAWL SPACE A-401 4. 2" THK. SPRAY FOAM AT BLD(77. PERIMETER RIM J015T5 EX. CRAWL SPACE FINISHED FLOOR ELEV. +5.6 ------ - NAVD68 DATUM ELEV. 0.0' ------ SEGT I ON I -I/A-501 SCALE: 1/4" = P-O" z W O L) a 0 PROJECT: GRAHAM RENOVATION X. RIDGE HEIGHT ELI=v-+22.s' -----------------------------,�------ 475 LAKE AVE SOUTHOLD, N.Y. 11971 EX. G.T. Fk R,R EXIST 2 DRAWING TITLE: ATTIC BUILDING SECTIONS DESIGN DETAILS EX15T PROP m6ml D \ BEDROOM HALL /45EDR M \\ 3 4 PAGE: \ i\ i EXIST. FIRST FINISHED FLOOR 730 ■ ®® ELEV. +13' ----�. 5 EX.F.J. EX. DATE: 09/12/23 9 OF 10 AVERAGE GRADE ELEV. +1.5' EXISTING EX15TINO CRAWL SPACE CRAWL SPACE EX. CRAWL 5PACE FINISHED FLOOR s ELEV. +5.6 ------ s 1)A �' . SE0710N 2-2/A-501 SCALE: 1/4" = I'-a" e ' Q W W J (y) a � � c � o O O O N Z O c X n N O O O 4- C4 Om .�' 1-- Q a O EGEND HOT WATER SUPPLY 5/4" HW w _ _ GOLD WATER L (CLOSED Q, NOTE: EXIST. AIR ~�• •• ••� SUPPLY v LOOP Q fK HANDLER LOCATED lu k SYSTEM) F IN GARAGE ATTIC Jl Q F--- - tl1 I wi I XI5 PROVIDE "ABE5G0 FP200 FR n 1 PROP. BATHROOM #2 I EXIST. MECH. PRO PROP. BATHROOM #I tJ/ LAUNDRY EXPANDING FOAM" (OR EQUAL) ROOM KITCHEN ROOM +AT ALL PENETRATIONS IN FIRE J I RATED WALLS AND FLOORS/CEILINGS. PRODUCT • IY CONFORMS TO ASTM E 814, p Q4 J 2 Q4 ASTM E 64,AND UL 14-7di :4 O V i Q4 Q i INTER'�OR SHUT-OFF _ I 3 _ I ' S Q 1 � FOR HOSE SIB U c �IW.G. U I v V ►- x1 I U i I U �I i� I I IU W G v NEW FREEZE PROOF H05E BIB xl •V x 1 V N x1 N x xl .0 x 1 w/VACUUM BREAK FASTENED _ SHOWER iv I �� m I p �w ivl I� iv I ry1 1= SHOWER iv I IN m w/PIPE FASTENERS (PRECISE • �1 �1 FK--6HE]R �I '1 LOCATION T.B.D. IN FIELD - L_--------- L ' ----------- ------- ---- --------------- =-----1=---------� CONSULT W/OWNEW nn 11 L.._.._.._.._.._..J._.._.._.._..L.._.. .._.._.._.._.. .._.._..�.._.._.._.._.._.._.._.._.._.. _ .�.._.._.._..J.._.._.._. _.._. _..L.._.._.._.._l. W CONNECT TO EXIST. WATER j SUPPLY SYSTEM I TO STREET j [KATER MAIN W N Q tp PIPING PENETRATIONS: I. PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO A5TM E V4, A5TM E 64, AND UL 14'f9 NOTE: PLUMB I NO R I SF-R - SUF L� ALL PLUMBING a FUEL 6AS WORK SHALL CONFORM TO LOCAL SCALE: NT5 ATTIC/ROOF PLUMBING CODE 6 FUEL OAS EXIST. MECH. ROOM VERIFY SIZE 0 w/MANU. Lu I VERIFY SIZE Z IL _ w/MANU. w m VERIFY SIZE � CONNECTION w/MANU. v FOR&RILL REAR DECK � 6A5 SUPPLY t(1 GENERATOR Li l H Q PROJECT: 1,000 6. BURIED GRAHAM PROPANE TANK RENOVATION PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR EQUAL IL = AT ALL PENETRATIONS IN FIRE 475 LAKE AVE 4 FRESH AIR VENT RATED WALL5 AND THR000H ROOF FLOORS/GEILIN65. PRODUCT OA5 RISER - SUFFLY SOUTHOLD, N.Y. 11971 0 I CONFORMS TO ASTM E 514, k 3 i ASTM E 64, AND UL 14'Iq Q 1 50ALE: NT5 DRAWING TITLE: I PLUMBING RISER DIAGRAMS ?" - --r----? PROF. GAS RISER DIAGRAM -r--------- --- --- 1 -T---, BATHROOM NOTE: T PROP. I I PROP, EXIST I I I #t ALL PLUMBING WORK BATHROOM I I KITCHEN LAUNDRY I SHALL CONFORM TO Q I I # I I ROOM I I LOCAL PLUMBIN6 CODE I I 2 I O 1211 12" 1 2111 2111 IL 11 1 1 1 1 1 I GLEAN OUT PAGE: 21 7 =I i 3 1 2== 1 1 A5 REQ'D i I S I I 1 ILL EXIST. F.A.I. TO WIG. 1 I- ►ni REMAIN, P- ® ■ 0 0 I- " 5HOWERI 14 2== 15HOWER I DW WASFlER " " G.O. 3 2 3 G.O. DATE: 09/12/23 10 OF 10 G.O. 4" 4" HOUSE MAIN DRAIN C.O. 4" TO SEPTIC N1 1 FLUMB I NC RISER - DRA I N / NASTE / VENT 5GALE: NT5