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HomeMy WebLinkAbout48980-Z o�OS�fFOLKco Town of Southold 2/7/2024 G a y - P.O.Box 1179 o - o •. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44950 Date: 2/7/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 9425 Soundview Ave, Southold SCTM#: 473889 Sec/Block/Lot: 59.-6-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/6/2022 pursuant to which Building Permit No. 48980 dated 3/3/2023 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: additions and alterations, including deck,to existing single family dwelling as applied for. The certificate is issued to Veradeana Properties LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1517 10/11/2023 ELECTRICAL CERTIFICATE NO. 48980 12/13/2023 PLUMBERS CERTIFICATION DATED 12/1/2023 NichookMastres 11 Au o 'ze 0 nature f o�gpFFQ( TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48980 Date: 3/3/2023 Permission is hereby granted to: Veradeana Properties LLC 240 E 47th St 17B New York, NY 10017 To: Construct addition and alteration to existing single family dwelling as applied for. At premises located at: 9425 Soundview Ave, Southold SCTM # 473889 Sec/Block/Lot# 59.-6-22 Pursuant to application dated 10/6/2022 and approved by the Building Inspector. To expire on 9/1/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,462.40 CO-ADDITION TO DWELLING $50.00 Total: $1,512.40 Building Inspector SO(/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �0 • �o sean.devlinitown.southold.ny.us �yC0UW BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Veradeana Properties LLC Address: 9425 Soundview Ave city:Southold st: NY zip: 11971 Building Permit* 48980 Section: 59 Block: 6 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Joseph The Mann License No: 32299ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph Hot Water Oil GFCI Recpt 1 Wall Fixtures Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Septic Disconnect, Gas FP, Toekick(3), MD, Mini Fridge, 200A Panel 40 Circuit/ 35 Used Notes: Inspector Signature: Date: December 13, 2023 S.Devlin-Cert Electrical Compliance Form 3own NaNAnnex �r '� elephbne ��� 64375;Alain:Road ► . 't U1LQtNG�-DEPARTMENT 1 =.•' ',°�•� TOWN:O SOUTHt)W CER2:TIFI, ATtQN' . ......� ixldin Permiit Nv: Ciner., %! rtr.°.<' •; �C/ei, . b4e*.A '�� , .(Please< ritrt PhIbiN (�Iease print)`. i certify that the.,solder used in the Water supply`systern cotfains less than 2/10 of % lead, sworn to before Tate this..' t �t4��4'tsuo#Ili .rwam !q€ +ry t!�� ti�,� {rz' {!may -� (�v+a�'' C`i Z.✓:�`�'Qfr'r;� `"�• _ n•Yf./�a Sir k, `.% .-��LiS: • .;f Xmse— '+t/ L. ,srrr$j � {. U , ubliC� �UtIIII '', •i*tanrat�;;4'� 'a ' '� vs . TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ FOUNDATION 1 ST D [ ] 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 MARKS: �U Ul/i/y DATE 70v INSPECTOR iliti, �� hO�aOF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. b 0 0o�y �o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [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: fl ��G Diu a Dawn,p ba-&L I to DATE 3-30—Z3 INSPECTOR %f SO(/lyo� * TOWN OF SOUTHOLD BUILDING DEPT. ( o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2 [ ] INSULATION/CAULKING [ FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION, [ ] PRE C/O [ ] RENTAL REMARKS: bI0 Skrc�- ► �- 42 DATE INSPECTOR of SOUIyO�o D # # TOWN OF SOUTHOLD BUILDING DEPT. courm,N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ q--R' OUGH PL13G. [ ] 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: h 1 ~4 a,b v,� di a ova �l� b . DATE - o�,3 INSPECTOR �f� `�8D �OF SOUTy �� � 5 J DtJ AV # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: DATE 7' 1 ` "'0� 3 INSPECTOR of soujyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FO NDATION 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: g&k,4d 4aW-,4J elf- IS POOP- ' 04 Alu D UG ua,"A Fiu m tf-, e,o' is v DATE INSPECTOR pF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. -urm l 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] PRE /O [ ] RENTAL REMW(4y(A KS: � h Ci f QSxiv DYI. In/ 6 � 41A 44 A A41-00, DATE INSPECTO rssf so # TOWN OF SOUTHOLD BUILDING DEPT. °`yoou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. X OUNDATION 2ND [ ] INSULATION/CAULKINGRAMING /STRAPPING ��� ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OfinExltoXA ^--- 4m O DATE INSPECTOR OF SOUTHp�o eq U TOWN OF SOUTHOLD BUILDING EPT. �p • ,o cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING / [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE `� INSPECTORS SOUIyOI - - - # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING ] 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: SAW DATE Ott &WO INSPECTOR 11b OF SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: �� C2; v Ae* w,%-- A JL tinF7 1,tptnu mtne C44V�6vwoe Dj�:v DATE INSPECTOR �D oe souryO� TOWN OF SOUTHOLD BUILDING DEPT . °`ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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 REMAR ( U OV1 &IA - bv� � a✓ �r PI�� I J 6 4 rvl �P/J DATE Y INSPECTOR o��pf 50Ulyo L L4 &C> I c: i:✓ # TOWN OF SOUTHOLD BUILD G DEPT. ourm �� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT10WC, - KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Kk ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 9[,OeIlZ )4 D DATE INSPECTOR ti R & W/ENGINEERS, P.C. 380 Towniine Road, Suite 150 Hauppauge, New York 11788 Larry A. Rubinson, P.E. (639) 969-8535 Michael L. I/Villiams, P.E. Fax(639) 969-8518 November 21, 2023 Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 Niemitz Residence 9425 Sound View Ave -o"thold, NY 11971 :.:;,l Cuilding Official, As per your request, this letter shall serve to confirm that the plumbing in the basement bathroom was done in a manner consistent with codes and standards in place at the time of construction. The owner has provided sufficient photographic evidence in support of this letter,and plans showing the bathroom were provided to the owner and the Town on 8/24/23. Should you have any questions or require any additional information, please contact our office. Very truly yours, of: NIF R& W/ENGI EERS,P.C. �� Y LEE g�1 00 Michae L. Williams P.E. cwu Principal, `y� A WO`v�'^ L5 C E u E NOV 21 2023 Building Department Town of Southold .e �� 11 l+ J • Jo j IT SAY U 3 2023 y TOWNOF/SOUTPOLD w- � r,wy� +l ��-'♦.1, [. 1 _ y 1 -Y W.. K• t , A MAY U 3 2023 BUIWINU DEPT. TOWN OFSOUTH&D l fib A � D �� I(;, I� ►i IUI I� ,. MAY U 3 2023 UUILUItVV Utpl. ♦ yI ` TnWN nF Cn►,Tun► ., MIA, mom � � . • •4 a 1 r �� t � ' �S..+y.+. -._ ..l JET•. �n/,1'! 1�I . OR -,tZA9 rt. :; was �� ..AIL .. �/ .� - �' ", 1 �� r ,� _ � ,,�1. t ,, ,� a t � .a . _ .. ., , �x'�. � '' � � � � , � a a ,� <� �L j . � .. ��G �. 1 r w � ��..� y f ti � � MAY U 3 2023 BUIWING DEPT. .1 TOWN OFSOUTHOLD Alv � 10 � '4 fF �� 1 � 7 owes +r► •. -r • Horton, Lisa Marie From: MARG ANN NEIMETZ < aretannn@aol.com> Sent: Wedne ay, December 20, 2023 1 . 3 AM To: Horton, isaMarie Subject: Insulation in basement corrected turned with white side showing 9425 Soundview Avenue ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unex ected emails. a Y e i Ie r y 1 � e WNW— R , •r 1 t r� Sent from my Whone 2 k MAM A"MIL FOUNDATION FOUNDATION (2ND) r I ROUGH FRAMING C. PLUMBING roil MM^-me INSULATION PER N.Y. STATE ENERGY CODE A . lv ���.. �]�C �!fAl' �IC WVV ADDITIONAL COMMENTS On mm-1.0,MV min G' r � - - ��i � ��a."� // I], .1 . � �1�..4►f • �I 1 III `� 1 i Rol irk M w S , 1 ` �SUFFatrco TOWN OF'SOUTHOLD—BUILDING DEPARTMENT Gy= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • . Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.gov ,F Date Received APPLICATION FOR BUILDING PERMIT For Office Use.Only _ PERMIT'NO. 6MO Building Inspector.: nD f' OCT 0 6 202� Applications and forms must be.filled out in their.entirety..lncomplete applications,Ml I not be-accepted. Where the Applicant Knot the owner,,an BUILDING n-F.^T Owner's,Authorixatioh form(Page 2)shall be completed. ' TOY^,','01=o Date: ,'-, OUVNER(S),QF PROPERTY: Name: 11EJRF0DeAt* scrnn# 1000-59-06-22 Project i�ddr�"ss:9425 SOundview Ave, Southold Phone#: .-9 I jp Email (�a!� are. pw)v)Yl (»Ifs l° CaDVvi Mailing Address: 240E. Witt -(;-t 4 11u, Nl�,-_W VOR.K Ny I �U�I CONTACT PERSON: Name: fy) l (-K( RR e'r AN0 Mailing Address::2-4Q',E: '4-�? t► St N .N 7 (c) C) rq Phone#: 1`�_`3 .�(7 D.% f 0 Email: vyl(,f, r a ceta vi vi inGIOI oco VP DESIGN PROFESSIONAL INFORMATION: Name:R&W Engineer's, PC Mailing Address:380 Townline Rd, Suite 150 Phone#:631-969-8535 Email: CONTRACTOR INFORMATION:. ' Name:". Ma f Iing.Acld;'r.ess: Phone.#: 7im;171 DESCRIPTION OF PROPOSED COWT-RUCTION" Niaw.Wucture ®Addition DAlteration ❑Repair ❑Demolition- Estimated Cost of Project: O ptherP w $300,000 ;Wili•the lot.be re-graded? ❑Yes J9IVO Wilkexcess fill be removed from premises? ❑Yes ®No 1 - a S ' t -' PROPERTY]N FORMATION ' Existing use of property:1 f am re$ Intended use_of'property:1 f am re$. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. 8 Check Box After Reading: ;The owner/contractor/design professional.is responsible for all drainage and storm water issues is'provided by, Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department'for the issuance of a Building Permit pursuant to the`Building Zone Ordinance of the.Town of Southold,Suffolk,,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings; additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False,statements made herein,are -punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted B (print name : "i2GAReT-A NN "_4&6 Authorized A ent ®downer Pp .Y(P ) g Signature of Applicant: Date: N4 3r 0?00? o7 STATE OF NEW YORK) ' SS: COUNTY OF —� 4 ) AWtj being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the V 6�-1�C-�'i� rs (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this , 023� 4�I day of 20 Notary Public VITA IVANOVA PROPERTY OWNER AUTHORIZATION NotaryPublic-StateofNewYork NO.01IV6414110 (Where the applicant is not the owner) Qualified in Kings County My Commission Expires Feb 16,2025 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PROPERTY:.INFORMATION Existing use of property:1Nf alb �es Intended use of property: am re$ I Zone or•Lise district in which premises is situated: Are there any covenants and restrictions with respect to _ this property? ❑Yes El No IF YES, PROVIDE A COPY. B Checlit After Reading `The owner%contractor/design p"rofessional is responsible for all drainage and storm water issues as provided by Chapter 236 of the.Town Code:APPLICATION.IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone.; Ordinance of the Town of Southold,Suffolk,=County,New York and other applicable Laws,Ordinances'or Regulations,for the construction of buildings- _ additions,alterations or for removal or demolition as herein described.Tlie applicant agrees to comply w1th all applicable laws;ordinances;building code,' housing,code and regulations and,to admit authorized inspectors on premises and in buildings)for necessary inspections:False statements made hereln are punishableas a Class,A misdemeanor pursuant to Section'210 45 of the New York State Penal,law:'. y Application Submitted By(print name): ❑Authorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) v � 12.c2residing at I do hereby authorize Is CI_ to apply on my behal to the To f Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 a� TOWN-OF SOUTH OLD—BUILDING DEPARTMENT Town Hall Annex 543' 5 Main Road P: O. Box 1179 Southold,NY 11971-0959 Telephone (631)765-1802 Fax (631) 765-9502 https://www.southoldtownn�gov BUILDING PERMIT APPLICATION INSTRUCTIONS& CHECKLIST J • ��Applcatio'ns and forms mush be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before�. issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: VA uilding Permit Application: Complete, signed and notarized. survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. Four (4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. `yam❑Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3) AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) • Certificate of Liability Insurance "Note: Final Fees will be calculated by the Building Department using the fee schedule. Fees will be collected after the permit is written" ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) 4&fikA )Awa 1Wd ❑Approval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation CommitsioY� (if applicable) ❑Electrical Permit Application (FILED SEPERATELY): Electrician must have an active license with Suffolk County �U �46W `/`P ❑Flood Plain Development ®rmf1kplication (if applicable) ❑Southold Town Trustees Permits may be required: If any work will be done within 100' of a tidal or fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland A4 fd"W & vw.,- 21 copy of ComCheck/ResCheck (if applicable) ❑1 copy of Manual J, Manual D and Manual S (if applicable) O'Y U VAk 7❑Utilization of truss/pre-engineered wood/timber construction form (if app ica le) ❑Single and separate title search (if applicable) V urb cut permit (NYS or Suffolk County form 239F) (if applicable) riginal signed Owners Authorization: if applicant is other than owner. 3 2' 19 SOS/ Town Hall Annex Glenn Goldsmith,President ®� T��� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski "ter' Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COUNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 30, 2022 Margaret-Ann Neimetz Veradeana Properties LLC 240 East 47t" Street, Apt. 17B New York, NY 10017 RE: 9425 SOUNDVIEW AVENUE, SOUTHOLD SCTM#: 1000-59-6-22 Dear Ms. Neimetz: The Southold Town Board of Trustees reviewed your letter received in this office on October 7, 2022, along with the survey prepared by Peconic Surveyors, P.C., last dated September 26, 2022, and we have determined that the proposed construction of a deck and addition to your residence, to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please note that we believe this property would benefit from the addition of a 20' non- turf buffer landward of the wetland line. 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 2 within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 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 calf. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd r NSW YORK STATE [DEPARTMENT OF ENVIRONMENTAL CONSERVATI N—, ®Iv131e11 of Cnvlre11111r3ntal P@rnilb,Reglon 1 L� lUJ I1 U SUNY 0 Stony Brook,50 Circle Rand,Stony Brook,NY 11700 Novo 5 9n92 P;(631)444-03651 Ft(631)444-0360 N 2 i LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT November 4, 2022 Veradeana Properties LLC 250 E 47th St, #17B New York, NY 10017 Re: Application # 1-4738-04910/00001 Veradeana Properties LLC Property— 9425 Soundview Ave, Southold, NY SCTM # 1000—59 —6—22 Dear Margaret Ann Neimetz; Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that your proposal to replace the sanitary system, construct a new addition to the existing residence, and construct a new deck will be more than 100 feet from DEC regulated freshwater wetlands per the site plans prepared by Daniel R: Falasco dated 8/10/2022 and the survey prepared by Peconic Surveyors PC last revised 9/26/2022. Therefore, no permit is required pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any changes, modifications or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, c�F- , 4-- +7- Laura Star Deputy Permit Administrator cc: DEC Bureau of Ecosystem Health File Plat'/ OUR �vp�rlltt®nt Of �4 i�fmv f'nvlrettt-unt®I e�n�®tvnelen - lb F ��Gy�► BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'y4 �a0�� Telephone (631)765-180 I Temporary Certificate # �9�f Date 140 2023 Customer Name d taH ro 'cr�l tc, C Electrician Name �� - Address v&PW AV.C. Sou 014 Phone 65j. 0 . S 2 e-mail ronawyw1 , Or N e-mail Phone I 7 0 License#. M E-3 22Qq Size 0700 A Phase Overhead V Underground #of Meters Remarks #of Underground Laterals 1 2 New -` "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s from tAxWe above. Authorized by ` ,S9SO I ' BUILDING DEPARTMENT-Electrical Inspector N��tis:i:oz,rco - Gyp TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road-PO Box 1179 Southold, New York 11971-0959 Telephone(631) 765-1602-FAX(631)765-9502 rOr a� rogercQsoutholdto%vnny,aov-seand&,southoldtoyinny.9ov1.7 APPLICATION FOR ELECTRICAL INSPECTION ' ELECTRICIAN INFORMATION (All Intormav an Rogvjrad) ©ate: �q t,G 10 Company Name: `Jo Lp, Electrician's Name: License No.-,MI,—32.2qq `*Elea.email: Elec. Phone N Crid I request an email copy of Certificate of Compliance Plea.Address.: oftpAl, -. �R inn QI 1PC AI�f1GRAA T't/11►1 ,.. � -- -t.to•1� � ,. artarRnatiarp Requ�a�rpeai�y L/ s5�.p,� AUf, (t q`7 "S D, TURN AV 5-f©t' (Zoe) NO USE '�t ---,I © " �--� - `•�'- email: VYIC(,(' t4&YLI?t7 7- :ion: Block: Lot: - M-CLUDE SQUARE,FOOTAGE(Please Print Clearly): Square Footage: -7:4 -; dr YES NO EARough In gjF aI 1. Do you need a Temp Certificate?: ® ❑YES NO ' IssuedOn tn � �S �P VGbt, Temp'Information' (AI[information required) Service Si7.eM1 Ph®3 Ph Size: 200 A #Meters Old Meter# [YfNevu Serviced Fire ReconnectE]Flood Reconnect[[]Service Reoonnect Ounderground[�fOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 4'-��.�� w, �c hcStv7Ax>u,,, r-. Uc,­oe-�"e_z W t� cri'L.'„`�.�•�' ,ty�.t,�-l�t'� - P'�e'('�+''j,r avmn. l�' G L•rtiv'� L��b ti1 - PAYMENT DUE WITH APPLICATION t��a✓�Ll I-.1 G�-- ' ., &-46 1.. w,, c c�� . rACL9A r=�kd a�n nOa o l 7 10123 �c cs t S r�C* I DO(& 8e yv;t.G 6 \ & 2 Horton, LisaMarie From: MARGARET ANN NEIMETZ <margaretannn@aol.com> Sent: Tuesday, December 19, 2023 11:18 PM To: Horton, LisaMarie; Bunch, Connie; Devlin, Sean Subject: Completed electrical application with additional info on Electrician and Temp Certificate 9425 Soundview ave Southold ATTENTION:This email came from an external source.Do not open attachments or click on links from unknown senders or unexpected emails. I ` 1 1 ' BUILDING DEPARTMENT- Electrical Inspector rr�o��SUFFO Y" TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 u' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCa�southoldtownny qov seand(a-southoldtownny.gov A P Pciwb,I� FO'R LE ECTR�I AL IiN�SPECfTI�®1N' ELECTRICIAN INFORMATION (All Information Required) Date: u,r~ �n rr� 1.1 Company Name: r.i. Electrician's Name: {' I s License No.: '3Elec. email: Elec. Phone No: I request an email copy of Certificate of Compliance + .�Elec. Address. JOB SITE INFORMATION (All Information Required) Name: VC-,RA VK090mes Address: Cross Street: CoM iris u P K0N'V`A5 (,WAD (USN A-C 5TO � HDOS-e I 6,J Phone No.: 1. 1 3_70 V31 O Bldg.Permit#: email: eLv'iqn N LE Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): U Square Footage: Circle All That Apply: _4 1S61S Is job ready for inspection?- 9 YES ❑ NO Rough In Wy�1 G n FiiZ14 J�% Do you need a Temp Certificate?: ® YES ❑ NO Issued On is a, yeo . kc '.5' `��,i.,yi� i:�,. , -` °w' = L-. 's. :z' c .`,` .r �ory,;`o',,r.c��": r)u• ';:c:'��i..,.+�L'@�"�`:-f-.g emp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead Under roun ,L ,, ga,._, cL_ ater�als,._.Y.1 2 H Frame Pole Work done on*Service? N/rl�� J Wd'd_ ional-rl`rf rmation:&Z= — vc �� PAYMENT DUE WITH APPLICATION P5 ems- w...e_ 6,c�, - ,rn a, rya a n 1 re 0 TWYJ 1 cue.6 re c* 1 o4 9(*q PERMIT 4 Address: Switches I Outlets I GFI's Surface r Sconces H H's UC Lts � Fans Fridge HW Exhaust Oven W/DK/ 1 (5 C�Y smokes DW Mini :arbon Micro I Generator :ombo I Cooktop I' Transfer kC AH Hood Service I � f I Amps ave Usec omments,-� SURVEY OF PROPERTIES N W°�'TF°RM A T SO UTHOLD Z 1=AR SET � TO WN OF SO UTHOLD SUFF0oo COUNTY N Y 10 1 lfi A1N.F 1000-59-06-23 TIE LINE5 ALONG 1 SHORE LINE sA SCSCALE.- 11!— -30' OCTOBER 21, 2020 NOVEMBER 20, 2020 (REVISIONS) JANUARY 7, 2021 (FLOOD ZONE) STAKE SET �� ti 'd FEBRUARY 3, 2022 (FLOOD ZONE LINE REVISION) FEBRUARY 16, 2022 (ADDED 9' CONTOUR LINE) a9y� SEPTEMBER 26, 2022 (PROP. ADDTN. & WEMNDS) OPORCH uiiu O N FF 11.2' Z l rl ORC.YOTTAACES srucE SET uru.tOLE �� D S. - 3 20.0'o 'OA• h0 � B'• N , ova FF 10 n 7' ur + 0 CT - 6 2022 'o z. I �v 4Y 1 01 0 \1p35 BUILDING DEFT• .� _/ ry P'� tio��' ! o/ TOWN OF SOUTHOLD uoK Mo. f �sg3 1 Al R32S + , R.WA Y -if A Pam, M 1 6, ' s IriPE 90ss rn 0- 2p s - ui 0 0� II 9' CONTOUR LINE— �� FLOOD ZONE LINE 20• / i y� PIPt ONTpUR / dt ZONE X uNE LANDWARD EDGE OF FRESH WATER WETLANDS 26.2' q AS DELINEATED BY PECONIC SURVEYORS ON / o:� 26'4' oR S SEPT. 22, 2022 c y / F �:� e Y s�o � � c, IIIOJJJ = STAKE 9'OFy% , 1zN � i 0. ■ = MONUMENT ti�� 0 o u �aV� Q1. �� b J' • = REBAR . 33.V =WETLANDS N =WETLANDS FLAGS ELEVA71ONS REFERENCED TO NA VD 88 FLOOD ZONE FROM FIRM 36103CO154H Map Effective Date. September 25, 2009 ANY ALTERA710N OR ADD177ON TO 7HIS.SURVEY IS A WOLA77ON PIPE N.Y.S. LIC. NO. 49618 OF S£C77ON 72090F THE NEW YORK STATE- EDUCA77ON LAW. N.Y.S. LIC. NO. 051132-01 EXCEPT AS PER SECRON 7209-SUBDIVISION 2. ALL CER77FICA77ONS PECONIC SURVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES 77-IEREOF ONLY IF (631) 765-5020 FAX(631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Email. peconicsurveyttptonline.net WHOSE SIGNATURE APPEARS HEREON. TOTAL AREA (BOTH OTS) =40,544 SO. FT. TO TIE LINES P.a BOX 909 1230 TRAVELER SIREET 20-061 cn11THn1 n N v 11071 C U DEC KENNY ROAD 2 2 2023 MAP OF PROPERTY SITUATE ' SOUTHOLD ' Bulfds;�l DSPa t;l:ent �� o o TOWN OF SOUTHOLD WATER SUFFOLK COUNTY, NEW YORK ' or>�Ji2 �1i xrCL1'�ii§9iF�'so" E WELL ELL WATER �� 207.20' _ SCTM#. 1000-59-6-22 ` ELF/ ` ' HYDRO ACTION AN600 ORENCO EL EV 2,3 TREATMENT UNIT A-17.5 PUMP 11.0 a, B-28.5 A-27.5 SOIL 0 —39 s g LOT AREA U.P. BORING 0 \ 7.7 19,056 SF t=1 CONTROL PANEL SCTM VACANT 9-7-26 ' 0 ELF/ VACANT BIN 11. FCf A VENT 10.4 DRIVEWAY TW 13.7 100'SETBACK c C.O. 0 FRESHWATER B D \ Z vt I WETLANDS ELEV GARAGE \ o �� ' S8 i 10.9 G.F.110F C-3 D-Box wM NAG 1i SHORELINFf D-34 t~-LANDWARD EDGE OF FRESHWATER 1 STORY d� i I WETLANDS AS DELINEATED BY ' ELEV SINGLE FAMILY DWELLING PECONIC SURVEYORS ON SEPT.22,2022 1 9.2 (5 BEDROOMS) C-31 -�- , 1,778 SF D-39 i _ I F.F. 18.15 BASEMENT BASEMENT LEACHING (4) .� I 8.5'LONG x4.5'WIO C-2 .5 x 4'DE P D-65.5\ I DWELLING C SOIL BORING 1� WELL WATER PATIO 17.11 ROY K. REISSIG' JULY 23, 2022 T I 1ELLEV ELEV 7.7 _ 7.2 0A'TOP SOIL(PT) 3.1'PALE BROWN SILTY SAND ISM) _ E7 5 \ /� _1`5 2.5' BROWN SILTY SAND SOME GRAVEL(SM) /�S BUILT 12.0 GROUNDWATER ELEV. 1.7 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SCTM# 1000-59-7-27.003 APPROVAL OF CONSTRUCTED WORKS FOR R— 2 2— 1517 E/S SOUNDVIEW AVE. DWELLING 6.o'WET BROWN SAND SOME GRAVEL(SP) A SINGLE FAMILY RESIDENCE PUBLIC WATER Date 10/11/23 H.S. Ref.No. R-22-1517 TEST N OLSE DATA The sewage disposal and water supply facilities at this location have been PEE°F"f w ro D ANIE L R. FALAS C 0, P.E., P.C. inspected and/or certified by this Department or other agencies and found �� 1 q(gs P� to be satisfactory FOR A MAXIMUM OF a BEDROOMS. o CONSULTING ENGINEER Zb 94 STEUBEN BLVD.. NESCONSET, NY 11767 CRAIG KNEPPER,P.E.,CHIEF (516) 317-7209 Office of Wastewater Management Na go, �2 �p 0569 �� PR�EESSIO�P� DATE SCALE DRAWING NO. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 8-17-23 1"=20' Septic Improvement Program - Approved List of Installers Vendor Contact Information A&A Sewer and Drain Maintenance,Inc. John Crandell 12 Whitewood Drive,Rocky Point aasewerdrain@gmail.com 631-849-1599 All Island Excavating Kelly 27 Montclair Ave.,Suite 1,St.James allislandexcavating.com 631-544-0700 Beltran Cesspools Carlos Beltran 19 Nicoll Avenue,Central Islip beltrancesspools@gmail.com 631-582-0222 Brian V.Klug Landscaper,Inc. Brian Klug 184 Old Country Road,Speonk brianvan@kluglandscaper.com 631-325-1208 Bridgewater Environmental Services Sean O'Neil PO Box 1375,Southampton, sean@bridgewaterenviro.com 631-268-4434 Cardo Site Development,Inc. Randy Cardo 5 Lamb Avenue,Quogue cardosite@vahoo.com 631-653-4377 Cesspool Pros,LLC Joe Seibert 1096 Udall Road,Bay Shore info@cesspoolpros.com 631-254-1234 - Clear River Environmental Dave Warren 847 111h St.,Ronkonkoma, dwarren@clearriver.com 631-467-5447 CMM Sitework William Potabi PO Box 626,Brookhaven info@cmmsitework.com 631-286-3650 i • Direct Drainage Adrianna Barry 1560 Locust Avenue,Bohemia directdrainage@aol.com 631-472-0677 East End Excavating,Corp. Nicole Grimes PO Box 4236, East Hampton eastendexcavating@gmail.com 631-324-1718 Eastern Site Development,Inc. Kevin Horton PO Box 4100, Riverrhead info@easternsitedevelopment.com 631-209-4240 G.Melomo Excavating,Inc. Greg Melomo PO Box 608, Bohemia melomoexcavating@gmail.com 631-981-9067 Guillo Contracting Corp. Nicole Guillo PO Box 229,Calverton nicole@guillocontracting.com 631-727-5702 J&C Contracting of East Hampton,Inc. Carlos Perez 9 Camberlly Road,East Hampton carloperez@optonline.net 516-885-0400 Ken Rousell,Inc. Kristin/Ken Rousell PO Box 499,Speonk kristin@kenrousellinc.com 631-288-2545 Latham Sand&Gravel,Inc. John Hocker PO Box 608,Peconic lathamgravel@vahoo.com 631-734-6800 M&V Home Corp.DBA Brothers Three Cesspools Vincenzo Burriesci 7 Emerson Ct.,Hampton Bays bro3landscape@aol.com 631-728-7867 Micro Earth Moving,Inc. Richard Hand 1619 Sagg Rd.,Sag Harbor microearthmoving@vahoo.com 631-725-1236 Noyack Trucking&Excavation,LLC. Heather Allen PO Box 2744,Southampton heather@noyackte.com 631-204-9367 Oscar's Rock and Dirt Oscar Buitrago PO Box 3252,East Hampton buitragobrian@yahoo.com 631-329-4869 Quackenbush Cesspools Danielle Quackenbush 74 Montauk Hwy.,Ste 18, East Hampton guackcesspools ai.com 631-907-4426 Roman Stone Systems Thomas Montalbine 85 South 4th St., Bay Shore tmontalbine@romanstonesystems.com 631-667-0566 X114 Shelter Island Sand,Gravel&Contracting,Inc. Meg/Peder Larsen PO Box 2028,Shelter Island sisandgravel@gmail.com 631-749-1040 South Fork Septic Services, Inc. John Parry PO Box 901,Southampton iohn@southforkseptic.com 631-283-0333 SYP Industries Ken Sypher PO Box 382,Quogue,NY sypindustries@gmail.com 631-924-1703 TKF Excavation&Demolition,LTD. Thomas Freund P.O. Box 346,Speonk 'info@tkfexcavation.com 631-878-2700 ITDe artment of Health Services • SepticDemo@SuffolkCountVNY.gov • 631-852-5811 ?ry NOV 2 2 2022 T0Wh1 o'so� ENGINEER'S CERTUICAT1oN REf UIRED. h�� , SuamtT P.E_OI; R.A. GcRTIrIGATIOH EXCAVATIOIJ INSPECTION REQUIRED KENNY ROAD � Fors IN 3fw ELATION AN• GoN srRucrloN FOR SANITARY SYSTEM an MAP OF PROPERTY — — vba� I o OF I/A OVVTS d Pu�1 Station BY HEALTIi DEPARTMENT sc 6clN�7 ^�� n3 SITUATE SOUTHOLD Fars FIIIAIAPPROVAL. ......._. _._........_......_..__.__............_.__ _�_. __ T�� 7�6'�0p` TOWN OF SOUTHOLD `1 ......._. _..._ -- , 1���6•lp 0,5 TRf/v" 0`6.?J �. u` �n x I `\ DWELUNC yiNr, F!<l 6 Tavk °�,c ti SUFFOLK COUNTY, NEW YORK I ` S 54'32'S0" E WELL WATER � C4!!�3 ?'7 207.20' SCTM . 1000-59-6-22 1 � , ELEV ELEV HYDRO ACTION AN600 11.0 23 TREATMENT UNITSOIL O O o , m \\ LOT AREA U.P. II BORING PPUMFCO 19,056 SF 175 ST pN1 VENT 77 \ SCTM 1000-59-7-26 a TREA THROUGH "3 I Oy HOUSE ELET/RICA ELEV BW 11.9 O VACANT '"L� 7• `I I 100'SETBACK I flf0 ,0, PANEL 10.4 DRIVEWAY TW 13.7 G� FRESHWATER �G Z` m t I Ii WETLANDS i ELEV GARAGE D-BOX �• I;� 5.8 I 10.9 271 SF I SHOREUN G.F. 10. I LANDWARD EDGE OF FRESHWATER 1 STORY WETLANDS AS DELINEATED BY I 9.2 SINGLE FAMILYYDWELLING �0 D PECONIC SURVEYORS ON SEPT.22,2022 i 9. 1 PROP. (5 BEDROOMS) ADDRION 1,778 SF ^ \ o�a',fl• 1I I ABANDON SYSTEM BASEMENTM o \ 204'SH05 10 \/ II LEACHING SNORED o , I 1}6 OSFp POORION EXISTING "O N g2.31, PROP DWELLING LEACHING GALLEYS(4) ROQ' !P I 8.5'LONG:4.75'WIDE ey1PAF� \ SOIL BORING' DWELLING I c 4'DEEP \ ROY K. REISSICu WELL WATER PATIO 17.1 JULY 23, 20221 ELEV \ ELEV 7.7 _ 17.2 EXISTING WELL TO BE ABANDONED 0.4'TOP SOIL(PT) AW.&.md®1{tlbg cmiury syu=mm be in � \ &d=t _ \ 3.V PALE BROWN SILTY SAND(SM) I oompletedtaemWWM--_°�° m z9j38' _ 'N3 ELEV_� 17.5 2.5'BROWN SILTY SAND SOME GRAVEL(SM) 12.0 GROUNDWATER ELEV. 1.7 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES off; SC7M R 1000-59-7-27.003 6.0'WET BROWN SAND SOME GRAVEL(SP) PERMIT FOR APPROVAL OF CONSTRUCTION FORA E/S SOUNDVILw AVE. N N DWELLING S Y NC N Y � PUBUC WATER TEST HOLE DATA OFNEwro DANIEL R. FALASCO P.E. P.C. N.T.S. E H. REF N 151 1, •Fq(gs > > APPROVEDu °� CONSULTING ENGINEER EL �V� FOR MAXIMUM OF 6 BEDROOMS 94 STEUBEN BLVD., NESCONSET, NY 11767 EXPIRES THREE YEARS FROM DATE OF APPROVAL �� W (516) 317-7209 NOVQ Q �n�0 hO.056999 �� SCALE DRAWING NO. 2 2 LO[2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES pR�FESSIONP� ��8_1 0-22 1"=20' BUILDING DEPT 70WN OFSOU`i f&D 4q 068.87 079 PROVIDE SECONDARY 062.87 •_g•„ SAFETY COVERS OYP.) 0 POLYLOK 20'HD COVER POLYLOK RISER AS REQUIRED 063.5 024.8 024 024 082 1.6' 069.5 ° .23 072 076 PRUDE SECONDARY PLC CONTROL PANEL martrsceu°v +ovv+w °R"wamEw E / HP120 COMPRESSOR SAFETY COVER PROVIDE SECONDARY 4•TYP 7'-10 POLYLOK 20"D-BOX PROVIDE ENDCAP PROVIDE INLET°T° C SAFETY COVER PART MATERIAL 3017-20 LEVELING DEVICES ON PRESSURIZED DATE:: 8/12/04 ATE HD ON ALL OUTLETS SYSTEMS D 18.OIA.PIPE KNOCKOUT TOP VIEW POLYLOK D—BOX DETAIL (EACH SIDE) NTS. Lq, B 4 ®® ®® TYP a ® ® a ® a ® ® a ® 4,_6k 64 A sa a ® a ® a ® a a ® a ® a �• 6',TY ® a ® a D TYP 7-9 a a I' TO' 6• BHNMY CUP,TYP. _ TYP TYP TYP CHING HOLE,TYP. SIDE VIEW 60 72 LEACHING GALLEY DETAIL BILL OF MATERIALS N.T.S. MA•1W800 TAMN M500 u5mm°OEx u=ox l HYDROACTION TREATMENT UNIT • +wosa TYlx,oleo°ass rwaTwe�me+rr L P 1]OOm awa arumua IU+Ernxam 1 a T�lu w MAIN DWELLING ELEC PANEL a +°a+++ Aaeex°�r,naelacuun°xwmvuTe uam 1 CB 1 DPl ---- ------ --O DOSING PUMP o +Lxaow axe0o w�rurwlm COtlPLETE T e ecawouwnc eceoao-T.+aart.c T ❑ CB 2 RPI ------ ---- --0 RECIRCULATION PUMP QUICK DISCONNECT CB 3 MPI -------- -- --0 MIXER PUMP SWITCH MIDWEST PO65P AIR ____________________ AIR HOSE ce 4 CI PUMP TO DIFFUSER TYPICAL HYDRO ACTION AN600 DETAIL CB 5 ^ N.T.S. I I to---- --- -y /RECIRC TIMER ENABLED CB A -----' 1---- --- Lt PANEL TO NTRO 2 Y 5�------- ----- -y /HIGHWATER ALARM ---- -------- — OF Eby CIRCUIT BREAKER SPECIFICATIONS P�� Fq�9sO.Q� DANIE L R. FALAS C 0, P.E., P.C. CB CB A- 20 AMP GROUND -------FIELD WIRING CONSULTING ENGINEER CB 2 -20 AMP MANUFACTURER WIRING CB 3-20 AMP Kr 94 STEUBEN BLVD., NESCONSET, NY 11767 - PNEUMATIC HOSE(FIELD INSTALL) n K., CB 4- 10 AMP ------------- � 'v (516) 317-7209 CB 5- 10 AMP ^ yn D N 0°•05699 F�8— SCALE" DRAWING NO. WIRING SKETCH ILf J I U R�FESSI(A IO-22 NITS 2 NOV 2 2 2022 J'U' BUILDING DEFT , TOWN OFSOMir 6 OPEN DISCHARGE PUMP TO DURAFIBER ACCESS LID OBTAIN GRAB SAMPLES FLD24G W/RC24 SAFETY ORENCO EXTERNAL SPLICE GRAT TO GRADE BOX SBEX1-4 BASIN DISHARGE ASSEMBLY PUMP B MODEL ASINPB2 W125 W/DRAIN HOLE AND BALL VALVE I NYLON STRAP MINIMUM TO 10,000 PSI RATING (TYP.) FROM DRAINRELD ' OWTS ON Anti—floatation Flange: Square Dimensions: 36" Diameter x 12" Depth, Embedded 6" 18 18 ORENCO DISCHARGE Dry Weight: 3' Square Deadman 1124 Ib 8° PUMP MODEL PF200511 OFF Total Basin Buoyanc)r. 1129 Ib at 6' Submersion. 'o,o M Anti—Buoyancy(3' Square Deodmon): N 3296 lb (292%) at 6' Bury Depth (2)—CONCRETE DEADMAN 18"W X 8"H X 12-L c� WITH (2)—#4 REBAR CONTINUOS EA. TANK CAST—IN—PLACE CONCRETE DEADMAN POURED PRIOR TO PUMP BASIN INSTALLATION PENETRATE PUMP BASIN 3"INTO DTADMAN PLW BASIN N.T.S. RES. F.F. EL. 18.15 PROVIDE INLET 'T" GROUND ELEVATION 9.0 INV. EL. 11.6 GROUND ELEVATION 15.0 r IINV. EL. 6.7 INV. EL.11.3 12" MIN. TOP SLAB EL. 12.5 4' LEACHING GALLEY (4) TOP EL. 12.0 D—BOX 67 BOTTOM EL.8.0 INV. EL. 74CIO 30 AN600 5' INV. EL. 11.1 BUOYANCY KIT ORENCO z INV. EL. 6.8 REQUIRED PUMP HIGHEST EXPECTED GROUNDWATER EL. 2.5 BUOYANCY CALCULATIONS BOTTOM ELEV. 1.4 SANITARY SYSTEM PROFILE WEIGHT OF BUOYANCY KIT=2,400 LBS N.T.S. (2x8'x1.5'x0.67'x150) WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=1,056 LBS (2x8'x1.5'x.4'x110) pF Ety WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=9,360 LBS Q�F F4 yOp D ANIE L R. FALAS C 0, P.E., P.C. (2 x 8'x 1.6 x 6.5'x 90) TOTAL=10,416 LBS °o CONSULTING ENGINEER BUOYANCY FORCE ON SEPTIC&TREATMENT TANK ASSUMING TANK IS EMPTY AND GROUND WATER IS UP TO HIGHEST EXPEC OU TAR 1' _ 94 STEUBEN BLVD., NESCONSET, NY 11767 75 SF x 1.1' X 62.4=5,148 LBS �I_ l� '1fl �� (516) 317-7209 UU77 10,416 LBS SEPTIC TANK>5.148 LBS(2.0 FACTOR) n�o pR�fESS10NP���� DATE SCALE DRAWING NO. 8-10-22 1"=20' 3 BUIILU1,40 tic"t'i TOM OF SOt3-''f)j Dwyer, Nancy 155Uit& From: Dwyer, Nancy Sent: Monday, December 12, 2022 10:48 AM To: margaretannn@aol.com'; 'sdsinc@optonline.net' Cc: margaretann@aol.com' Subject: Veradeanna Properties LLC Good morning Margaret-Ann, I am reviewing the application for the proposed additions to the home located at 9425 Soundview Avenue. There are several issues with this property which need to be addressed before we can move forward with permits. The biggest concern is that the house parcel is merged with the adjoining lot which holds the 2 cottages. Since they are both undersized lots, held in common ownership, law automatically merges them. With that said,you need to properly create them as one parcel, having one tax map number. To do so,you will need to provide us with a "single and separate"title search,which is indemnified for the amount of$25,000,as well as provide us with a building permit application (description would be"other" and you would fill in "merger determination");we will also need a check in the amount of$50 addressed to the Town of Southold. Once we have those items,we prepare an official notice for you, stating they are one parcel,which you will then need to take to the assessor's office as well as the county real property office. Upon receipt of your new tax map number,you will need to update your health department approval to reflect the parcel in its entirety along with the new tax map number. These are your first steps. Moving on to the proposed addition. With the new tax map number for the merged lot,this lot is now a conforming size (40,544 sq.ft.)for your zone. With that said,you will be required to follow all set back requirements for the 40,000+ size parcel. That means your addition will require variances. Since the extent of construction is substantial,the project falls under the town's definition of a demolition. Which means the house as a whole is being reviewed for both state codes and zoning requirements. Meaning the house where it sits will additionally need variances because of its distance to the property lines. Something else to be aware of is the flood zone line. The proposed new deck area encroaches into this flood zone area; because of that and because the deck is attached to the house, FEMA requires the house to be flood zone compliant. If your design professional is willing to make adjustments, he can scale the deck back so it does not cross over into the flood zone..that would eliminate the additional concern of making the house flood zone compliant. I know this is a lot to take in; if you or your design professional have any questions,feel free to reach out to the building department to discuss these requirements further. JVancy Dwyer Building Inspector Town of Southold Building Department , Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 84) <6b Bunch, Connie From: Bunch, Connie Sent: Tuesday,January 16, 2024 1:15 PM To: 'MARGARET ANN NEIMETZ' Subject: RE: Please find attached revised plans for 9425 Soundview avenue These need to be stamped by your Architect before they will be approved. Connie From: MARGARET ANN NEIMETZ<margaretannn@aol.com> Sent:Tuesday,January 16,20241:05 PM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us>;Jarski,John<johnj@southoldtownny.gov>; Horton, LisaMarie <lisamarieh@southoldtownny.gov> Subject: Please find attached revised plans for 9425 Soundview avenue Please find below the last item apparently missing from file revisions made to original plans that were submitted earlier. I. Hope that this completes the file and that I can now obtain the CO Margaret Ann ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Sent from my Whone 1 Generated by REScheck-Web Software Compliance Certificate Project Niemitz Southold Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9425 Soundview Ave Southold, NY :,Compliance: Passes using UA trade-off Compliance: 2.9%Better Than Code Maximum UA: 206 Your UA: 200 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop, Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 861 30.0 0.0 0.035 0.026 30 22 Wall:Wood Frame, 16" D.C. 1,035 21.0 2.0 0,050 0.060 36 43 Doors: Glass Door(over 50%glazing) 96 0.300 0.320 29 31 SHGC: 0.30 Windows:Wood Frame 218 0,300 0.320 65 70 SHGC: 0.30 Floor:All-Wood joist/Truss 861 19.0 0.0 0.047 0.047 40 40 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in RES heck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name- itl Sig&atffre — Date Project Title: Niemitz Southold Report date: 10/06/22 Data filename: Page 1 of 1 AND 6D BOLTED LTED TEDT5NOTCHED \ \\ TO GIRDERS WITH METAL CONNECTORS E AS PER DETAILS DIAGONAI A.b BRACING � •`� �� y / \� DROP FOUND WALL WITH GRADE AND FRAME ABOVE TO NEW FLOOR STRUCT, 9♦, 47) FULL HEIG �N / ��• O. / / FOUND WfiLL \/ �' A-S 1s. i '� � '� \•'/// / ♦ / \ \\. DECK FGOTINGS: k; DRAINAGE(DIMPLE) /7- '/ / ♦/♦♦ 14'VIA PG,56'BELOW GR j MAT,WATERPROOFING / / ♦ ♦ \ �_ �\ SIMPSON ABUbb POST BASE 'AND FOOTING DRAINAGE\ REQUIRED TH15 SIDE\ 1 / ♦ / \ S• \ I 112'X 8'ANGH BOLTS co ♦ \DRAINAGE(DIMPLE) No\ I / ,••,/� ♦ UNFINISHED / MAT,WATERPROOFING 41♦, 1 / / `/♦ ♦ 719 SD FT AND FOOTING DRAINAGE- , A-5 ,,\ \ Y / ••'�. / / / 1�� REQUIRED THIS 51D ,a? / : \\ J / / / ♦ b 1 / / \ ' :.'\� i/ v ♦ FT45 1 \ - - —V-10 114" 16'-01/4' 3'-0 VT OUN IGHT 1/ / // / \ \ i 1 0° MASON TO GOORD F / / / 1 ♦ so •••• •„� \ PLACEMENT OF5EWER / / V •'/ FTG 2 // \ \ PIPE AND SLEEVE FTG 3 ♦/ \ O \ ND �WITH SEPTIC GG EXBMTWOW ----- --- `S ------`S--N---r>'S_ — S S S ` ————— — — — —— --� ...4- 1-——— — I SAWCUT OPNG 1 I \ FULL HEIGHT FRAME 1 / FRAME FILL EW O �. /, 1 I ON T \ WALLS SET ON 2-COURSE I i 2Xb'S AT REM VED I I THROUGH TO NEW I ' \ I / 5TAIR sn O I Qp UNPIN SPACE \BLOCK BUILDUP ON SLAB e I I 131`1 a BP1 /•/ 9 FTG 2 N I I I I I 2X10 ( g w MOVE STAIRS I I 16 OGFJ I E2�o ` I Fj� TO NEW LOG �Jw NEW FOUNDATION WALL / XL REQUIRED ATTHIS I I fl LOCATION I I // w 8"X16"FOOTINGS WITH KEYWAY MUST BE SET ON UNDISTURBED SOIL (2)ROWS#5 REBAR CONT FOUNDATION It Z WITH FRAME O ABOVE TO FJ CAS ` H \ I ° t \/ NOTE REF LINES V ` \"�< ( AT FOUNDATION x W ILI ` O t IL /, ( \• •� /6z \ •;�, SURVEYOR SHALL PROVIDE /Q� \ �\ FEMA SETBACK MARKERS pa \\ \ 1�, \ N. Y PRIOR TO DECK FRAMING u i'•� / ��� \,'ems, �\ ��ry, \ \ \\� 4 Lf LUI LINE OF / / \ \ \ /'.. / 'I� •�� �� 6• \\ \ / �0,,, FRAMING 15, CO UNFINISHED 719 SO FT RELE \ 1 / / •'.''• -• \ NOTE�F LINES// •..// I: •{ I \\ \ AT FOUNDATION SF L - -- - -------F-- -� L----- -----------= ---f=- S ------S------5----�- - 5- -- -- .1k \ / X Iry EFERTOI ♦ / \ ♦ Ct SIDE �B��A NOTE DUE TO GRADE SLOPE THIS DECK 15 APPROX \ / 509 S6 24, 12"ABOVE GRADE \\\ \ �v♦ THIS AREA ♦ ♦ — ' QQ� \ / ♦ i \ // N \ Z 5•-10114" 10_2. // ♦♦ ♦ :\ o I m Tn -01/2" \ (�� ♦a� O l yVACL. Am EXISTING \. { �• Norf SET BEAMB \\ 4-R" bry REMOVED TRAY CL6ABOVE �ONyB`,E.AML HUS410 ✓NLLS \ I ry GEIL J `• rwl 5 NOD \ •CNST _ j�.\ ./. - I ' Z TC GON I I I_.— II DESKaN eY OTHERS {LL ♦ l\ 1� \ I I -4 m i F- II \ \ I E-(2)9 1/2•KITCHENOf WALL W I I FT KITCHEN ��I ,.'i_==l' 306 g� I uj NEW FOUNDATION REQUIRED AT THIS �'1• I w LOCATION-GUT PATIO a ti o I 1 ( I "� I 20'-b" e° m 3"F o I SLAB FOR ACCESS I I � 2068� 2068 - w� ml 22 : � I � 61168— �Yl ,'\. r- i //00 _ I •� ,� 9'-0"GEIL i I� — — �— \ I ���Gfl I // \seTeeAMA 11 - 1 T. ON BEAM e N A 5i r —— — — — ————— —— — 81 *(2 T/e-Ll 1; 109'ASF so co — — — ——PX2— — in Y \ V APPROVED AS NOTED DATE34223 B.P.# 0e0 OCCUPANCY OR FE� ✓ • BY. NOTIFY BUILDING DEPARTMENTAT USE IS UNLAWFUL 631-765-1802 8AMTO4PM FOR THE WITHOUT CERTIFICATE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED OF OCCUPANCY FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. All CONSTRUCTION SHALL MEET THE " REQUIREMENTS OF THE CODES OF NEW COMPLY`°WITH:ALL'CODES"OF YORK STATE. NOT RESPONSIBLE FOR NEW YORK STATE-&.TbVV. 6"*ES DESIGN OR CONSTRUCTON ERRORS AS.REQU IRED.AND:-CQN }t iON;,OF. UTHOLD TOWN ZBA ' SOUTHOLD TOWN PLANNIN 0ARD SOUTHOLD TOWN TRUSTEES TRUSS PLACARDING REQUIRED N.Y.S,DEC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 . OF THE TOWN CODE. ELECnCGu. Fire separation. All exterior lighting required as per 101XS Code installed,replaced or repaired shall conform to Chapter 172 of the Town Code Must provide Manuals D, 7 and S as per NyS Fner" Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% !_.i-AD Generated by REScheck-Web Software Compliance Certificate Project Niemitz Southold Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zane: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9425 Soundview Ave Southold,NY Compliance: Passes using UA trade-off Compliance: 3.1%Better Than Code Maximum UA: 194 Your UA: 188 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Assembly or Perimeter Ceiling: Flat Ceiling or Scissor Truss 774 30.0 0.0 0.035 0.026 27 20 Wall:Wood Frame, 16"o.c. 954 21.0 2.0 0.050 0.060 32 39 Door 2:Glass Door(over 50%glazing) 96 0.300 0.320 29 31 SHGC: 0.30 Window 2:Wood Frame 214 0.300 0.320 64 68 SHGC:0.30 Floor:All-Wood joist/Truss 774 19.0 0.0 0.047 0.047 36 36 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirement i "ed in the REScheck Inspection Checklist. Name-Title Signa �. Date LEE r" W O 4t► toy e � 9�FESS��� Project Title: Niemitz Southold Report date. 03/06/23 Data filename: Page 1 of 9 1 PIPE FLASHING AT ROOF PEN. 1 MAIN ROOF I 3 � 1 - i i 2" 1.5" 13' 1.5" 1.51, I I I I KITGH I i RELOG SINK I BATH i lav EX15T >?w I I NEN MA5TER �KITGHEN I I BATH „ tea SHOW 1.5" 1 ST FLOOR s wM FRESH AIR INTAKE r---• - - - - - - - CELLAR TO SEPTIC, 5Y5TEM R 8. W ENGINEeus NIE•MITZ R1=5tDENCE �C 9425;�OUNDVIEW AVE * V 380'TOWNLINE ROAD tyry .50UTHOLD. NY r- suITF 150 O SOUTfiPORT' ' HAUPPAUGE, NY 11788 DENQN e8062 �4i2 IZD Na OCEAN AVE 1851JC DATE: IQ 'DAYpORT.NY u7M 631-969-8535 3/6/2023 5 —1 W1-<14-6W Ess� 01YOOPfO+LiNINtT . ITEM BUILDING ELEMENT INUMBER AND TYPE OF FASTENER SPACING AND LOCATION DEFLECTION LIMITS (R301.7) DESIGN DEAD LOADS (R301.4) ROOF CONCRETE: F PA M I N G: INSULATION/VENTILATION: 1 BLOCKING BETWEEN CEILING JOISTS OR (4)8D BOX(2.5"x0.113")OR TOE NAIL 600F. COMPLIANCE. ALLOWABLE THIS PROJECT HAS BEEN DESIGNED USING THE FOLLOWING DEAD LOADS: RAFTERS TO TOP PLATES (3)8D COO(2.5"x0 28") OR STRUCTURAL MEMBER DEFLECTION (3)10D BOX(3'x0.128")OR ALL DETAILS AND INFORMATION CONTAINED HEREIN AND CERTIFIED BY THE Rafters'having slopes greater than 3 12with' L1180 1O PSF-RESIDENTIAL TILE FL AMONATE CARPET FLOORS (3)3"xO.131"NAILS " 15 PSF-RESIDENTIAL TILE FLOORS 2 CEILING JOIST TO T t •a rafters OP PLATE finished ceiling na#.attached to ra (4)8D BOX(2.5"x0.113")OR PER JOIST,TOE NAIL LISTED DESIGN PROFESSIONAL ARE IN COMPLIANCE WITH THE FOLLOWING 20 PSF-RESIDENTIAL WOOD DECKS(WHERE APPLICABLE) 1.ALL CONCRETE WORK IS TO CONFORM TO CHAPTER 4 OF THE 2020 RCNYS AND 1.ALL STRUCTURAL LUMBER SHALL BE DOUG FIR#2 OR BETTER UNLESS NOTED 1.ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND O 8D COM(2.5"xO.131")OR Interior walls and partitions N'180 e 3 CODES: Floors U360 5 PSF-RESIDENTIALATTICS,NO AVAILABLE STORAGE THE AMERICAN CONCRETE INSTITUTE ACI318. OTHERWISE ON PLANS. NON LOADBEARING WALLS MAY BE FRAMED USING#2 MECHANICAL/PLUMBING ACCESS ARE TO BE FILLED COMPLETELY WITH (3)10D BOX(3"x0.128")OR i brittle finishes(including caster 10 PSF-RESIDENTIAL ATTICS WITH STORAGE 2.SILL PLATES AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE EPF OR BETTER MATERIAL. EXPANDING FOAM SEALANT AFTER WORK HAS COMPLETED. (3)3"xO.131"NAILS FN� Ceilings with C 9 p Ll360 TREATED AND APPROVED FOR SUCH USE. ANY LUMBER WITHIN 6"OF GRADE OR Z,NC11 HED JOISTS BECOME THE RESPONSIBILITY OF THE CONTRACTOR. ALL 2.ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED 3 CEILING JOISTS NOT ATTACHED TO PARALLEL NEW YORK STATE 2020 RCNYS and stucco} EM ANY HORIZONTAL WALKWAY SHALL BE PRESSURE TREATED. IF USING AQC COMPLETELY WITH MINIMAL EXPANDING FOAM SEALANT RAFTER LAPS OVER PARTITION (4)16D BOX(3.5"xO.16 OR FACE NAIL j 1,2020 RESIDENTIAL CODE OF N � � ' sEin1 10 PSF-RESIDENTIAL ROOF SYSTEMS HOLES FOR PLUMBING MUST BE DONE IN ACCORDANCE WITH R502.8. NT SPECIFICALLY S(SEE SECTIONS(3)16D COM(3.5"x0.162')OR Ceilings with flexible finishes(including gip L1240 LUMBER THE USE OF COPPER CLAD SILL FLASHING IS REQUIRED BETWEEN 3.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS AND AT END RUNS. DESIGNED FOR WINDOW AND DOOR USE, R802.5.2,AND TABLE R802.5.2 (4)3"xO.131"NAILS 2.2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE board) WOOD AND CONCRETE. 4.ERIDGING SHALL BE WOOD OR METAL AND INSTALLED AT 8'-0"OC. 3.INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY ' SOUTIIPORT 3. NFPA 70 STANDARDS All other structural members L1240 DESIGN LIVE LOADS R301.5 3.FOOTINGS SHALL BE CAST ON SOLID SOIL OF APPROPRIATE BEARING IN 5.PROVIDE WOOD BLOCKING AT MIN 24"OC TO SUPPORT TOP PLATES OF NOW ENDS NEAR TOP PLATE TO PROVIDE UNINTERRUPTED AIRFLOW TO RIDGE VENT. 4 CEILING JOISTS ATTACHED S PARALLEL RAFTER SEE TABLE R802.5.2 FACE NAIL ( ) (HEEL JOINT)(SEE SECTIONS R802.5.2,AND 4. NATIONAL ELECTRICAL CODE Exteriorwatis-wind loadsa with plaster of Hf360 COMPLIANCE WITH R403. ALL FOOTINGS MUST BE A MINIMUM OF T-O"BELOW BEARING WALLS THAT FALL BETWEEN JOIST BAYS, 4.RIDGE VENTS FOR ROOF INSTALLATION SHALL BE OF TYPE APPROVED BY THE TABLE R802.5.2) DESIGN stucco finish GRADE. 6.ALL STRUCTURAL LUMBER REQUIRES MIN 2"CLEARANCE TO CHIMNEYS. ROOFING MANUFACTURER AND MEETING A MIN NET FREE AREA OF 1/150 OF THE 5.THE CODE OF THE TOWN OF BROOKHAVEN use` L1vE LOAD 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1.25" (4)10D BOX(3W.14")OR FACE NAIL TO EACH RAFTER . a __ a 4.MINIMUM FOOTING BEARING CAPACITIES ARE TO BE NO LESS THAN 2000 PSF 7.ALL EXTERIOR AND STRUCTURAL/LOADBEARING WALL HEADERS(UNLESS AREA VENTED SPACE AS PER R806.2 X20G RIDGE STRAPS �� �� 120 N Ocean Ave Exterior walls-wind loads with other brittle /{,g40 6,ALL STRUCTURAL MEMBERS AND DESIGN ARE DONE IIJ ACCORDANCE WITH finishes Uninhabitable attics wwithoutstorage< 10 UNLESS SPECIFICALLY NOTED. NO-FED OTHERWISE)SHALL BE(2)2X12 SET TIGHT UNDER TOP PLATE WITH NO (3)10D COM(3 x0.148)OR 4 3"x0.131"NAIL a Uninhabitable attics with limited storageb' 20' 5.CONCRETE MIX FOR ALL STRUCTURAL APPLICATIONS ARE AS FOLLOWS: SPACE OR CRIPPLED. O S Bayport, NY 11705 ASCE-7 REQUIREMENTS AND PRACTICES Exterior welds wind roads$with flexible finishes !i`120 FOOTINGS 3000 PSI 8.NON-BEARING INTERIOR WALL HEADERS SHALL BE MIN(2)2X4 UP TO FOUR 6 RAFTER OR ROOF TRUSS TO PLATE (3)16D BOX(3.5"x0.135")OR 2 TOE NAILS ON ONE SIDE AND ONE TOE NAIL ON Lintels supporting masonry veneer walls' U1300 Habitable attics grid attics served with fixed stairs 30' SLAB ON GRADE 2500 PSI (NO WEATHERING) FEETAND(2)2X6 UP TO EIGHT FEET. (3)1OD COM(3"xO.148")OR OPPOSITE SIDE OF EACH RAFTER OR TRUSS 631-419-6158 THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE Balconies(exterior)and deekse 40 SLAB ON GRADE 3500 PSI (EXTERIOR AND GARAGE SLABS) 9.FIREBLOCKING IS REQUIRED TO CUT OFF ALL CONCEALED DRAFTWAYS BOTH ATTIC I N S U LAT I O N NOTE (4)10D BOX(3"4.128")OR ""PORCHES/STEPS 3500 PSI VERTICALAND HORIZONTALAND TO FORM A FIRE BARRIER BETWEEN FLOORS (4)3xO.131 NAILS sdsinc@optonline.net Fire escapes 40 p REQUIREMENTS OF THESE DOCUMENTS. h FOUND WALLS 3000 PSI (EXTERIOR) AS PER R602.8 AND R302.11. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP (4)16D(3.5"xO.135")OR TOE NAIL Guards and handrasls 200 FOUND WALLS 2500 PSI (NO WEATHERING) 10.DRAFTSTOPPING IS REQUIRED ATALL CONCEALED SPACES(BETWEEN FLOORS RAFTERS TO ROOF RAFTER TO MIN 2X RIDGE (3)10D COM(3"0.148")OR Guard in-fill componentsi 50h AND CEILINGS ETC)IN COMPLIANCE WITH R502.12 AND R302.12. BEAM x0 11:2X BLOCKING REQUIRED AT ALL UNSUPPORTED PLYWOOD EDGES AND AT 1.ATTIC INSULATION SHALL NOT BE COMPRESSED BY ANY SUBFLOOR,SLATTING (4)10D BOX(3" .128")OR MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN Passenger vehicle,garages$ 50e 6.ALL CONCRETE USED FOR WALLS AND ALL CONCRETE EXPOSED TO WEATHER A1Ir1SPAN OF ALL FRAME WALLS. OR SPACERS. ALL INSULATION MUST BE LEFT AT FULL DEPTH AS REQUIRED BY (4)Yx0.131"NAILS BASED ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS. Rooms other than sleeping rooms 4t1 MUST BE AIR ENTRAINED. 12.ALL STRUCTURAL SHEATHING SHALL MEET THE PERFORMANCE STANDARDS OF INSULATION SIZE. (3)16D BOX(3.5'W.135")OR FACE NAIL ANY SUBSTITUTIONS WILL BECOME THE BURDEN AND RESPONSIBILITY OF THE Sleeping rooms 30 7.FOUNDATION WALLS BELOW GRADE SHALL BE DAMPROOFED IN COMPLIANCE THE APAAND SHALL BE VISUALLY GRADED. ALL PLYWOOD USED SHALL BE 2.INSTALLED IS SUITABLE FOR USE IN 2X10 FRAMING-SUBFLOOR/STRAPPING E OF T/STRAPPING CAN BE (2)16D COM(3.5"x0.162")OR p P INSTALLED AND WILL NOT REDUCE THERMAL VALUE OF THE INSULATION. R & W Engineers, CONTRACTOR TO VALIDATE COMPLIANCE WITH CODES AND TESTING WITH R406. REFER TO FOUNDATION DETAIL. EXPOSURE 1 MINIMUM. (3)3"x BOX NAIL 128")OR � f Stairs 4G` 8.ALL BACKFILLAND INFILL MATERIAL UNDER SLABS SHALL BE COMPACTED IN 13,BLOCKING SHALL BE INSTALLED TO SUPPORALL GUTTERS,FASCIA ENDS,GYP (3)3"x0.131"NAILS P.C• PROCEDURES, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS,AAMA MAXIMUM 12"LIFTS. BOARD ENDS AND CORNERS,TOILET AND BATH ACCESSORIES,CABINETS, WALL 9.ALL SLABS SHALL BE PLACED OVER A MIN 6 MIL VAPOR RETARDER AS PER CASING ETC. 8 STUD TO STUC_(NOTAT BRACED WAL PANELS) 16D COM(3.5"xO.162") 24"OC FACE NAIL 380 Townline Road TEST RESULTS, ETC. R506.2.3. 14.ALL FRAMING INTO FLUSH HEADERS/LEDGERS REQUIRE SIMPSON METAL ROOFING (AS P H/F G): 10D BOX(3"xO.128")OR 16"OC FACE NAIL 10.REINFORCING FOR SLABS(AS PER FOUNDATION DETAIL)SHALL BE WWM 6X6 HANGERS SPECIFIC TO THE SIZE MEMBER BEING SUPPORTED. 3"xO.131"NAILS Suite 150 10/10 WELDED AND SUPPORTED TO REMAIN FROM THE CENTER TO UPPER THIRD 15.ALL SUBFLOOR US TO BE ATTACHED USING AN APPROVED SUBFLOOR PLEASE REVIEW CONSTRUCTION NOTES FOR INSULATION VALUES. s STUD SE TING WALL CORNER STUDS BRA Tx COM(3.5"x0.162")OR 12"OC FACE NAIL Hauppauge, NY OF THE SLAB FOR THE DURATION OF CONCRETE PLACEMENT. ADHESIVE AND SUBFLOOR APPROVED RING-SHANK NAILS OR SUBFLOOR INTERSECTING VJ.ALL CORNERS(AT BRACED 3"x0.131"NAILS 11.WHERE APPLICABLE,SUB-SLAB INSULATION SHALL BE PLACED ACCORDING TO SCREWS. WALL PANELS) TABLE R301.2'i'1 -('LIMATIC AND GEOGRAPHIC DESIGN:CRITERIA SECTION N1102.2.10. 1.ROOF SHINGLE IS MANUFACTURED AS ASPHALT BASED,FIBERGLASS 11788 16D COM(3.5"x0.162') 16"OC FACE NAIL SUBJECT TO FROM WNTER: ICE SHIELD FLOOD AIRFREEZING 12.THE CONTRACTOR SHALL COORDINATE AND PLACE SLEEVES AND CONDUIT IMPREGNATED ASPHALT OR FIBERGLASS. OWNER SHALL MAKE FINAL ROOF - , „ GROUND WIND DESIGN SEISMIC REQUIRED FOR PLUMBING,ELECTRICAL OR OTHER TRADES REQUIRED TO 10 BUILT-UP HEADER(2X TO 2X WITH/ PLYWOOD 16D COM(3.5 x0.162) 16 OC FACE NAIL (631) 969-8535 SNDWLOAD DESIGN GAT I°ROSY LINE DESIGN TEMP REQUIRED HAZARD.- INDEX CHOICE FROM GAF OR CERTAINTEED PRODUCT LINES SUITABLE FOR USE IN SPACERS) WEATHERING DEPTH TERMITES DEG3Y 13 EXTERIOR RETAINING WALLS,DRIVEWAYS,WALKWAYS AND NON-STRUCTURE ENGINEERED LUMBER NETRATE CONCRETE WALLS AND FLOORS. • 2.ALL VALLEYS SHALL HND ZONE SHOWN AVE VEAFULL ICE AND WATER SHIELD UNDERLAYMENT-18' UP (631) 969-8518 Fax 20 PSF' <140` B SEVERE 36' M H S IA 11 DEG YES NA 2400 GE 1 OF THESE PLANS. 16D BOX(3 5"xO.135") 12"OC FACE NAIL (Fax) RELATED CONCRETE IS NOT APPLICABLE TO THESE DRAWINGS AND SHALL NOT BE EACH SIDE OF VALLEY. 11 CONTINUOUSE HEADER TO STUD (5)SD BOX(2.5"0.113")OR TOE NAIL COMPONENT AND CLADDING LOADS TABLE R301.2(2) THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. 3.IN COMPLIANCE WITH SECTION R905.1.2,ICE AND WATER SHIELD MUST BE USED (4)BD COM(25' 0.131")OR AT ALL EAVES AND INSTALLED SUCH THAT IT EXTENDS FROM THE EAVES EDGE (4)10D BOX(SNO.128") 1.I-J013T FLOOR BEAMS SPECIFIED ARE BY BOISE. SUBSTITUTION OF PRODUCT TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 12 TOP PLATE TO TOP PLATE 16D COM(3.5"xO.162") 16"OC FACE NAIL 1.5:12 TO 6:12 PITCH 6.2'.:12 T4 i2.12 PITCH 4.IN COMPLIANCE WITH SECTION R905.2.4.1 ALL SHINGLES MUST BE INSTALLED 1DD BOX 3 xO.128")OR 12"OC FACE NAIL C RAW LS PAC E S. EO UI BE ACCOMPANIED WITH MANUFACTURERS CONFIRMATION OF ( „ EQUIVALENCY. FOLLOWING MANUFACTURERS REQUIREMENTS FOR WIND RESISTANCE. ROOF 3"x0.131"NAILS <140 mph.Ex B <140 m h,Ex B SHINGLES USED THAT DO NOT CARRY THE PROPER ASTM D 3161 CLASS"F' SEPT 21,2022: 2.ALI.I-JOIST INSTALLATION MUST FOLLOW A MANUFACTURERS FLOOR BEAM 13 DOUBLE TOP PLATE SPLICE (8)16D COM(3.5"x0.162")OR FACE NAIL ON EACH SIDE OF END JOINT(MINIMUM UNIT AREA S.F. ZONE POSITIVE NEGATIVE POSITIVE NEGATIVE LAYOUT. I-JOIST MANUFACTURERS PROVIDE FRAMING PLANS AT NO COST AT RATING ARE NOT PERMITTED. PERMIT ISSUE TIME OF ORDER. CONTRACTOR MUST FOLLOW MANUFACTURERS FLOOR BEAM 5.ALL UNDERLAYMENTS REQUIRE THE USE OF CORROSION-RESISTANT (12)1OD BOX(3.5"x0.8") OR 24"LAP SPLICE LENGTH EACH SIDE OF JOINT) u to 10 ROOF 1 12.2 -19 18.4 -21 MEAN ROOF ) LAYOUTS. FASTENERS AND SHALL NOT BE LESS THAN 36"APART ALONG THE OVERLAP. (12)10D BOX(3"x0.128")OR 10-20 ROOF 1" 111 -18 18-8 -20 HEi�Hr 1.UNDER FLOOR SPACE(NON-BASEMENT SHALL CONFORM TO R408. 3.SrRLICTURAL LVL MEMBERS THAT ARE GANGED TOGETHER MUST BE SPIKED 6.ALL ROOF UNDERLAYMENT SHALL COMPLY WITH R905.1.1 _ (12)3"xO.131"NAILS 20-50 ROOF 1 10!' -18 18.1' -18' 2.VENTILATION IS REQUIRED FOR UNDER FLOOR SPACE AT A RATIO OF 1 SQUARE ACCORDING TO MANUFACTURERS GUILDELINES. LVL MEMBERS GREATER 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16D COM(3.5"xO.162") 16"OC FACE NAIL FEB 27,2023: 50=100 ROOF 1i 10 -17 17:6' -17 FOOT FOR EACH 1500 SQUARE FEET OF AREA WITH ALL EARTH COVERED BY THAN 11 7/8"IN HEIGHT AND/OR GREATER THAN 15'IN LENGTH SHALL BE OR BLOCKING,NOT AT BRACED WALL PANELS) PERMIT ISSUE (R) MIN 6 MIL VAPOR BARRIER AND 2"RAT SLAB AS PER DETAILS. JOINTED USING SIMPSON STRONG DRIVE(SIDS)SCREWS OR FASTENMASTER 16D BOX(3.5"x0.135")OR 12"OC FACE NAIL 3.ACCESS TO UNDER FLOOR SPACE MUST BE PROVIDED IN ONE OF THE TRUSS-LOK SCREWS. 3"xO.131"NAILS u to 10 ROOF SIDING:2' 1221 -33 19.4 24 FOLLOWING METHODS: 4.THE USE OF DIMENSIONAL LUMBER FOR RIMS/BLOCKING/LAMINATIONS ETC IS 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST (2)16D BOX(35'4.135")OR 3 EA 16"OC FACE NAIL 10-20 ROOF 2 11.1' -31' 18.8 -23' O A.THROUGH FLOOR ACCESS CAN BE PROVIDED USING A 3/4"PLYWOOD NDTPERMITTED WHEN USING I-JOIST FRAMING. FOLLOW MANUFACTURES OR BLOCKING(AT BRACED WALL PANELS) (2)16D COM((3)XW.131"(4)NAILS 3.5"xO.1627)2 EA 16"OC FACE NAIL 20-60 ROOF 2, 10 -27 10.1 -22 PANEL WITH TWO LAYERS OF 2"RIGID INSULATION AND WEATHERSTRIPPING AT INSTRUCTIONS, 1 4 EA 16"OC FACE NAIL 50.100 ROOF 2" 10 -24 17.6' -21 I s b,T THE SUPPORTING JOISTS-MIN SIZE OF OPENING 18"X 24". THIS METHOD WILL 5.I-JOIST HOLES MUST BE AS PER MANUFACTURERS INSTRUCTIONS. HOLE AND 16 TOP OR BOTTCM PLATE TO STUD (4)8D BOX(2.5'W.113")OR _TOENAIL EAVE HEIGHT O° REQUIRE A DOUBLE JOIST AT EACH SIDE WITH A JOIST HEADER TO FRAME THE KNOCKOUT LIMITATIONS ARE LISTED ON THE FRAMING PLANS PROVIDED. 1.SIDING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH NYS CODE SECTION (3)16D BOX(35'0.135")OR u to r10 ROOF 3 12 2 -49 19A -24 Q OPENING. 6.I-JOIST FLANGES CANNOT BE NOTCHED,CUT,DRILLED OR ALTERED, R703 AND ALL MANUFACTURERS INSTALLATION GUIDELINES. (4)8D COM(2.5"xO.131")OR / B.THROUGH WALL ACCESS CAN BE PROVIDED USING AN AREAWAY OR 2.THE USE OF DRIP CAP OR Z-FLASHING ABOVE ALL WINDOW HEADS IS REQUIRED. 10;20 ROOF 3` 11 1 46 18 8 23 o ACCESS PANEL-MIN SIZE OF OPENING 16"X24". 3.ALL SIDING AND WINDOW TRIM NOT CALLED OUT SHALL BE CHOSEN BY THE (4)10D BOX(3"x0.128")OR 20-50 ROOF 3' 10 -42 18.1 -22' j 4.WHERE AN AREAWAY IS REQUIRED THE BOTTOM OF THE AREAWAY SHOULD BE OWNER. (3)TW.131"NAILS 50-100' ROOF 3t 10" -39 17.6' -21 O Os AT LEAST 2"BELOW THE THRESHOLD OPENING FOR THE ACCESS PANEL. PROVIDE LEDGER NOTES 4.CEDAR SHINGLE SIDING(IF CHOSEN BY OWNER)REQUIRES THE USE OF (3)16D BOX(3.5"xO.135")OR END NAIL 2"OF 3/4"-1"BLUESTONE AT THE BASE OF THE AREAWAY. BREATHABLE BARRIER OR DRAINAGE PLANE BEHIND THE SHINGLE. CEDAR (2)16D COM((3)YxO.131"OR ROOF VALUES BASED ON 27-45 DEGREE ROOF-PITCH 6:12 TO 12:12 TO MATCH PITCHES SHOWN ON PLAN_ �p 5.ANY MECHANICAL EQUIPMENT PLACED IN CRAWLSPACES SHALL COMPLY WITH SHINGLE SIDING CANNOT BE INSTALLED DIRECTLY OVER WOVEN HOUSEWRAPS (3)1OD BOX(3"xO.128")OR M1305.1.3. UNLESS APPROVED BY THE MANUFACTURER. INSTALL ALL SHINGLE IN STRICT (4)NAILS 3.5"xO.162") COMPLIANCE WITH THE CEDAR SHAKE AND SHINGLE BUREAU AS PER R703.6 17 TOP PLATES,LAPS AT CORNERS AND (3)1OD BOX(3"xO.128")OR FACE NAIL 1.ALL LEDGER HOLES SHOULD BE NO LESS THAN 1 1/4"FROM ANY BEAM EDGE. AT 5.FIBER CEMENT SIDING(IF CHOSEN BY OWNER)REQUIRES SPECIFIC INTERSECTIONS (2)16D COM((3)3"xO.131"OR u 10 i10 WALL 4 21 20 -22.00 INSTALLATION AND UNDERLAYMENTS. REFER TO MANUFACTURERS 10-20 WALL 4 20.20 -22.00 WINDOWS/DOORS:10 Q ENDS OF LEDGER USE ONE BOLT AT TOP AND ONE BOLT AT BOTTOM AND PRE- (3)BID BOX (NAILS 20.50 WALL 19.00 -20.00 INSTALLATION INSTRUCTIONS. 18 1"BRACE TO EA STUD AND PLATE DRILL THROUGH LEDGER TO AVOID SPLITTING. (3)SD BOX(2.5"x0.113")OR FACE NAIL 6.ALL UNDERLAYMENT(UNLESS REQUIRED DIFFERENTLY BY SIDING P. 50-100 LNALL'4 18.00 19,00 `0- Q 0 2.RAFTER LEDGERS-SIZE LEDGER ONE ABOVE RAFTER BEING USED. SECURE (2)8D COM(2.5"x0.131")OR -� LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"LAT 16"OC MANUFACTURER)SHALL BE"R NOT S FOR ADDITIONAL (2)10D BOX(3'xO.128")OR 101 500 WALL 4 15.80' 17.00 I I I I n Q\ /O STAGGERED TO AND BOTTOM. USE SIMPSON LSSU SERIES ADJUSTABLE SEAT 7 NFORMAOTION.DOWRND DOOR NOTES FOR ADDITIONAL PENETRATION (2)STAPLES 1.75" HANGERS AT ALL RAFTER TO LEDGER CONNECTIONS. 8.WHERE APPLICABLE:HOSE BIBS,LIGHT FIXTURES,EXTERIOR OUTLETS AND u to 10 WALLS 21.20" -&00 I I I I I 1.REFER TO ELEVATION NOTES OR SCHEDULE IF PROVIDED FOR WINDOW 3.CEILING JOIST LEDGERS-SIZE LEDGER TO MATCH CEILING BEAM. SECURE 19 1X6 SHEATHING TO EACH BEARING 3 10-20 WALL'5 19A0 -26.00 MANUFACTURERAND MODEL LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"LAT 16"OC OTHER PENETRATIONS THROUGH SIDING SHALL BE TREATED AS FOLLOWS: O SD BOX(2.5"x0.113")OR FACE NAIL 1 a o 2.ALL GLASS IS TO BE LOW-E BUT SHALL MEET THE REQUIRED U-VALUE SHOWN IN STAGGERED TO AND BOTTOM, A.ON VINYL SIDING INSTALLATION USE MOUNTING OR TRIM BLOCKS (2)BD COM(2.5"xO.131")OR 20-60 WALL 5' 18.00 23.00 GI 0 IQ QI (D IQ (A O IOOI O IO THE PROVIDED RES-CHECK OR MANUAL S/J/D IF PROVIDED. SPECIFIC TO THE PENETRATION AS MANUFACTURED BY MID-AMERICA CORP. (2)10D BOX(3"xO.128" OR 4.FLOOR LEDGERS-FOR I-JOIST SYSTEMS USE 1 3/4"LVL LEDGER SIZED TO MATCH ) 50-100 WALL 5 15.80< -22.00 J 3.WINDOWS ARE TO BE INSTALLED IN COMPLIANCE WITH MANUFACTURERS JOISTS. SECURE LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 5"L B.ON WOOD/HARDI FOLLOW MANUFACTURERS INSTRUCTIONS FOR SEALING (2)STAPLES(V CROWN)16GAxl.75" 101-500' WALL 5 15.80 17.00 I I I I / I INSTALLATION INSTRUCTIONS. AT 16"OC STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP THESE PENETRATIONS AND WHERE REQUIRED USE SOLID PVC MOUNTING / \ 4.ALL WINDOWS AND DOORS ARE TO BE PERIMETER SEALED AT THE ROUGH OP BLOCKS. 20 1X8 AND WIDER SHEATHING TO EACH BEARING THE ABOVE TABLE SHALL CORRESPOND TO ALL WINDOW AND DOOR UNITS OR ASSEMBLIES AS SHOWN ON THE ISSUED I I I I V O ^ �l AND BOTTOM. WITH MINIMAL EXPANDING FOAM SEALANT DESIGNED FOR WINDOW AND DOOR (3)8D BOX(2.5"x0 113")OR FACE NAIL DRAWINGS. THE CONTRACTOR MUST PROVIDE LABELED WINDOWS WITH DP RATINGS CLEARLY SHOWN OR + USE. 5.FOR ER TO 2X AL FRAMING USE 2X LEDGER SIZED TO MATCH JOISTS. SECURE (3)8D COM(2.5"x0.131")OR I �O � LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"L AT 16"OC (3)10D BOX(3"x0.128")OR G MANUFACTURERS CERTIFICATIONS FOR BUILDING INSPECTOR APPROVAL. t-r-�3 g 5.IN WINDOW INSTALLATIONS WHERE A ROOF OR HORIZONTAL SURFACE IS WITHIN STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP AND G O 12"OF THE SILL,THE CONTRACTOR SHALL USE ASOLDERED COPPER PAN ORA ENERGY EFFICIENCY. (3)STAPLES(1"CROWN)16GAxl.75" NO DEVIATION FROM THE STATED VALUES IS PERMITTED ON THIS JOB. DP RATINGS ARE FOR NEW OPENINGS WITH NEW PRE-MANUFACTURED PAN SUCH AS THAT MANUFACTURED BY"JAMSILL". BOTTOM. 6.WINDOW OPENINGS SHALL BE PREPPED WITH GRACE SELF-ADHERING WINDOW WIDER THAN 1X8: FACE NAIL O WINDOWS ONLY, REPLACEMENT WINDOWS ARE NOT GOVERNED BY THIS CODE. FLASHING OR EQUAL. OBSERVEALL MANUFACTURERS FLASHING/DRIP CAP (4)SD BOX(2.5"0.113")OR REQUIREMENTS. (3)8D COM(25' 0.131")OR FINISHES: 1.ASEPERATE ENERGY DOCUMENT HAS BEEN PROVIDED WITH THESE PLANS. ALL (3)10D BOX(3"xO.128")OR ` / Q V- INSULATION SHALL BE BASED ON THAT DOCUMENT. (4)STAPLES(1"CROWN)16GAxl.75" Q MECHANICAL: 2 THE USE OF FAN-FOLD BRIER. ION UNDER VINYL SIDING SHALL NOT CONTAIN A _ ', 1 SECONDARY VAPOR BARRIER. USE ONLY AN APPROVED SUBSTRATE FLOOR y 1,1.{ 1.ALL('YPSUM WALL BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDED BY THE SIDING MANUFACTURER. 21 JOIST TO SILL,TO?PLATE OR GIRDER (4)8D BOX(25W.113")OR TOE NAIL < Q REQ:IREMENTS OF THE 2020 RCNYS (3)BD COM(2.5"0.131")OR �i 2.BATHROOMS,ENCLOSED LAUNDRY ROOMS AND AREAS OF HIGH-HUMIDITY SHALL GENERAL NOTE S: (2)1OD BOX(3"x0.128")OR (� RECEIVE MIN 1/2""XP"STYLE GYPSUM WALL BOARD. (3)3"xO.131"NAILS < O{ 1.ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WITH PART V OF THE 2020 3.GAWGES,UTILITY ROOMS WITH HVAC EQUIPMENT AND BOILER ROOMS SHALL 22 RIM JOIST r 'ST OR BLOCKING TO SILL OR 8D BOX(2.5"xO.113")OR 4"OC TOE NAIL RCNYS. RECI IVE MIN 5/8"TYPE"X"FIRE RATED DRYWALL. PLANS MAY SHOW ADDITIONAL TOP PLATE tt _i,_PPIACATIONS ALSO) LU / 2.ALL WORK SHALL BE PERFORMED BY LICENSED MECHANICAL CONTRACTOR -'-'- O CON:ITIONS REQUIRING RATED DRYWALL. SD COM(2.5'x0.131")OR 6"OC TOE NAIL Z / CERTIFIED TO WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE 4.IN CONDITIONS OF NEW CONSTRUCTION,WALL BOARD SHALL NOT BE INSTALLED 1. These drawings and the information contained herein are 10D Box(3"4.128")OR O J RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO SECURE ANY ADDITIONAL UPJ i ICTHE HOUSE IS COMPLETELY WEATHER-TIGHT WITH ALL EXTERIOR the property Of the designer and engineers and may not be 3"x0.131"NAILS PERMITS OR PROVIDE HVAC LAYOUTS AND DRAWINGS FOR ALL WORK PERFORMED FINISHES IN PLACE. p p y g g y -_ --- � C,7 / DURING THIS PROJECT. 23 1X6 SUBFLOOR OR I.U3b'I O EA JOIST (3)8D BOX(2.5"xO.113")OR FACE NAIL Q 5.ALL FINAL PAINT/PRIMER CHOICES BY GC copied or used without written consent from both parties. (L 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL (2)8D COM(2.5"xO.131")OR / PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR 2. The contractor IS responsible to carefully review these (3)10D BOX(3"xO.128")OR / CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE plans and specifications prior to the commencing Of any (2)STAPLES(V CROWN)16GAxl.75" V '-- OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. BATH/LAUNDRY: O Construction. 24 2X SUBFLOOR TC JUIST OR GIRDER (3)16D BOX(3.5"x0.135")OR BLIND AND FACE NAIL w 3. Any discrepencies or misprints found in these plans are to (2)16D COM(3.5"4.162") p (� P A g'A r'+. be brought to the attention of the architect immediately. 25 2X PLANKS(PLANK&BEAM-FLOOR&ROOF) (3)16D BOX(3.5"xO.135")OR AT EACH BEARING,FACE NAIL � O V �V l7 _ (2)16D COM(3.5"4.162") 1A.ALL TILED WALLS- INSTALL 1/2"GP DENS-SHIELD TILE BACKER OR USE The contractor shall be responsible for any outcome 26 BAND OR RIM JOIST TO JOIST (3)16D COM((3)TWA31"OR END NAIL W (y SCHLUTER-Ditra MEMBRANE OVER SUBSTRATE " +� / resulting from interpretation or judgement calls". Do not (4) "x BOX NAIL OR OR / 1 B.ALL TILED FLOORS-INSTALL SCHLUTER-Ditra MEMBRANE OVER SUBSTRATE _7 A PROPOSE / AND TILE AS PER INSTALLATION INSTRUCTIOINS. NOTE THAT WATERPROOF AREAS scale the drawings_only written dimensions are to be (4)3"x0.131"NAILS OR O !� 1.ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH PART 7 OF THE 2020 RCNYS. REQUIRE SPECIFIC INSTALLATION METHODS. (4)3"xl4 GA STAPLES,7/16"CROWN DECK / ,( 2.ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBER CERTIFIED TO WORK 1 C.ALL TILED SHOWER AREAS-INSTALL 1/2"CEMENT BACKER BOARD(HARDIE OR used. 27 BUILT-UP GIRDERS AND BEAMS,2X LUMBER 20D COM(4"xO.192") NAIL EACH LAYER AS FOLLOWS:32"OC STAGGERED '\ IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE EQUIV)OR USE SCHLUTER-Ditra SYSTEM FOLLOWING WATERPROOFING 4. Mechanical systems shall be installed in accordance with LAYERS AT TOP AND BOTTOM a- +/- 535 5 F / PLUMBING CONTRACTOR TO SECURE ALL PERMITS AND ARRANGE ALL INSTALLATION GUIDELINES. 10D BOX(TW.128")OR 24"OC FACE NAIL AT TOP AND BOTTOM STAGGERED INSPECTIONS. PART V Of the 2020 RCNYS ____ WxO.131"NAILS ON OPPOSITE SIDES O \\ / O 3.ALL WORK SHALL BE DONE IN A NEATAND WORKMANLIKE MANNER OBSERVING 2.ALL'TILE TO BE SELECTED BY OWNER/GC 5. Plumbing systems shall be installed in accordance with AND: FACE NAILS AT ENDS AND AT EACH SPLICE ALL PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR 3.ALL BATHROOMS WITH A SHOWER OR TUB SHALL BE PROVIDED WITH ONE PART VI I of the 2020 RCNYS (2)20D COM(4"xO.192")OR CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE MECHANICAL VENTILATION UNIT. VENTILATION TO EXTERIOR SHALL BE THROUGH (3)10D BOX(3"x0.128")OR 0 OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. INSULATED NON-VINYL DUCTAND PASS THROUGH ASELF-CLOSING EXHAUST 6. Electrical equipment, electrical systems and all wiring shall (3)WxO.131"NAILS Q 4.PLUMBING FIXTURES AS CHOSEN BY OWNER-PLUMBER SHALL SUPPLYAMERICAN OUTLETAPPROVED FOR THIS TYPE OF VENTILATION, VENTILATION SHALL BE IN 28 LEDGER STFi^SUPPORTING JOISTS OR (4)16D BOX(3.5"x0.135")OR AT EACH JOIST OR RAFTER-FACE NAIL 0 �\ STANDARD OR KOHLER FIXTURES AT MIMINUM FOR ALL. COMPLIANCE WITH M1505.2 AND M1505.4.4 be Installed In accordance PART VIII of the 2020 RCNYS RAFTERS \'\\ 5.AIR FOR COMBUSTION,VENTILATION AND DILUTION OF FLUE GASES FOR 4.ALL EXPOSED SEALANT IN BATH AREAS TO BE SILICONE BATH/TUB/TILE 7• In all framed walls, floors and roof/ceilings comprising (3)16D COM(3.5"x0.162")OR Com APPLIANCES SHALL BE PROVIDED IN COMPLIANCE WITH SECTION M1701. APPROVED. p g (4)10D BOX(3"xO.128")OR 1' ' TO PROP 6.RISER DIAGRAMS SHOWN ON ISSUED PLANS REPRESENT A DIAGRAMATIC 5.ANYWINDOW IN ATUB OR SHOWERAREASHALL BE FACTORY PREFINISHED BY elements of the building thermal envelope, a moisture _ (4)3"x0.131"NAILS LU (PROPOSE INTERPRETATION OF DRAIN AND VENT PIPING. PLUMBING CONTRACTOR IS THE MANUFACTURER OR EXTRUDED PVC STYLE. SILICONE SEALANT REQUIRED AT 29 BRIDGING OR BLOCKING TO JOIST (2)10D BOX(3"xO.128")OR EACH END,TOE NAIL .7 -� ADDITION vapor retarder shall be installed on the warm-in-winter side REQUIRED TO INSTALL ALL FIXTURES AS PER CODE AND SHALL UPDATE ANY ALLCASING AND STOP/EXTENSION JAMB JOINTS. EXTENSION JAMBS(IF (2)8D COM(2.5"4.131")OR EXISTING NON-COMPLIANT PIPING UNCOVERED DURING THE WORK. REQUIRED)FOR THESE WINDOWS SHOULD BE FIELD FABRICATED USING SOLID of the insulation in accordance with Section R702.7 and O SJQ / :` 114 5 F PVC TRIM WITH A SILL SLOPED AT NO LESS THAN 4 DEGREES. R 1102.11 6.LAUNDRY ROOMS(IF APPLICABLE)MUST COMPLY WITH E3703.3. BATHROOMS z MUST COMPLY WITH E3703.4 AND OTHER APPLICABLE SECTIONS, 8. Wall and ceiling finishes Shall have a flame-Spread / / C r�� I n �-. 7.GROUND-FAULT AND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS classification Of not reater than 200 with a smoke- LU r r i I/"� PEP,NYS CODE SECTION E3902. g �. Q 8.PROVIDE DEMAND-SENSING VALVE TO SERVE WASHING MACHINE. developed Index of not greater than 450 In accordance A - O X15T1 NG MAI 9.DRYER VENTILATION SHALL CONFORM WITH M1502. With Section R3O2.9 (� O 10.ALL WASHING MACHINES INSTALLED IN A ROOM ABOVE ANY FINISHED/ / FLOOR PLAN 1.ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH PART VIII OF THE 2020 CONDITIONED SPACE MUST BE INSTALLED IN A FLOOD-SAVER(OR EQUIV) 9. Insulation shall have a flame-spread index of not greater Z / 1318 5F \ RCNYS AS WELL AS ALL NEC GUIDELINES AND REQUIREMENTS. OVERFLOW RECOVERY PAN AND PIPED BACK INTO THE PLUMBING SYSTEM. than 25 with a Smoke-developed Index of not greater than in 2 2.ALL WORK SHALL BE PERFORMED BYA LICENSED ELECTRICIAN CERTIFIED TO Q WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF 450 in accordance with Section R302.10. Q) r THE ELECTRICIAN TO SUPPLY AN UNDERWRITERS CERTIFICATE FOR ALL WORK Q 10. Interior wall coverings shall be in accordance with Section / PERFORMED DURING THIS PROJECT. 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL R702 and exterior wall covering shall be in accordance PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR With Section R7O3. CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE _ s ` Q OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. 11. Asphalt roof shingles Shall be Installed In accordance With 11 n 4.ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED LIGHT FIXTURE PER <, � �`� ROOM. OWNER SHALL CHOOSE FINAL COLOR SCHEMES AND FIXTURE/SWITCH Section R905.2 �`l ' 1.11-`� / STYLES. 12. SMOKE DETECTORS AND CARBON-MONOXIDE AL I- / 5.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE DETECTORS ARE REQUIRED TO BE INSTALLED IN / WEATHERPROOF STYLE SUITABLE FOR THAT USE. � .,1 , �"1k ro i-N t, LU 6.SWITCHES SHALL BE LOCATED AT 48"ABOVE FF TO CENTERLINE OF SWITCH. COMPLIANCE WITH SECTION R314 and R315 AND -- - 'OiiP+l" z �l, 7.OUTLETS SHALL BE 12"ABOVE FFTO BOTTOM of BOX. MUST BE INTERCONNECTED IN ALL NEW 8.WHERE COUNTERTOPS ARE PRESENT RECEPTACLES SHALL BE NO MORE THAN 20" O / ABOVE THE COUNTERTOP WORK SURFACE CONSTRUCTION AREAS. ITEM BUILDING ELEMENT NUMBER AND TYPE OF SPACING AND LOCATION / 9.BATHROOM OUTLETS MUST BE GFI OR ARC-FAULT PROTECTED. FASTENER 10.ALL NEW SMOKE DETECTORS MUST BE HARD-WIRED INTO THE HOUSE ELECTRICAL 6+� DIA EDGES(INCHES) INTERMEDIATE SUPPORTS SYSTEM. ALL NEW INSTALLATIONS ARE TO BE INTERCONNECTED TYPE. (INCHES) of NEB y 11.GROUND-FAULTAND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS PER SHEATHING _ �E� E3902. WOOD STRUC7JRA.L PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING(SEE I`P �, ttr TABLE R602.3(3 Fc',R WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) y N11 4� YA 30 3/8"-1/2" 6D COM(2"x0.113")NAILAT 6 12 'r 't SUBFLOOR OR WALL OR y 8D COM(2.5"xO.131")NAILAT f� ' )1 ROOF OR REFLECTIVE _ RSRS-01(2 3/8"X 0.113")NAIL / WHITE BACKGRD 31 19/32"-1" 8D COM(2.5"0.131")OR 6 12 m _ _ RSRS-01(2 3/8"X 0.113')NAIL NOTE. 32 1 1/8"-1 1/4" 10D COM(3"x0.148")NAIL OR 6 12 / SGDPW APPLICATION FILED REFLECTIVE RED 8062 IV PANTONE#137 NALz.S"x0.131")DEFORMED APPLICATION # R-22-1511 33 112"STRUCTURAL 1 1/2"GALV ROOFING NAIL, 3 6 ESS1® CELLULOSTIC FIBERBOARD 7/16"HEAD OR SHEATHING 1 1/4"LONG 16GA STAPLE DEC APPLICATION FILED FOR NJ/ IWITH7/16"OR1"CROWN r OTHER WALL SHEATHING 1^' Y `tE•I`LAN D5 34 1 25132"STRUCTURAL 1 3/4"GALV ROOFING NAIL, 3 6 RELEASE DATE: CELLULOSTIC FIBERBOARD 7/16"HEAD OR SHEATHING 1 1/2"LONG 16GA STAPLE �/ 8/ O WITH 7116"OR 1"CROWN 23 REFER TO SEPARATE BUREY SUBMITTED 35 1/2"GYP SHEATHING 1 1/2"GALV ROOFING NAIL OR 7 7 WITH TH15 APPLICATION FOR LOT LINE 1/2„ 11/2"GALVSORWSR 1 1/4"TYPE S OR W SCREW AND DETAILED LOT DATA STROKE 36 5/8"GYP SHEATHING 1 3/4"GALV ROOFING NAIL OR 7 7 1 5/8"GALV STAPLE OR 1 5/8"TYPE S OR W SCREW WOOD STRUCTURAL PANELS,COMBINATION UNDERLAYMENT TO FRAMING TH IS PROJECT USES ENGINEERED LUMBER OR 37 - 3/4"AND LESS 6D DEFORMED(74,120")OR 6 12 SHEET LAMINATED STRUCTURAL MEMBERS IN THE ROOF AND 8D COM(2.5"x0.131")NAIL 38 7/8"-1" SD COM(2.5"0.131")NAIL OR 6 12 FLOOR. THIS PLACARD MUST BE PURCHASED BY THE BD(2.5"xO.120")DEFORMED GC/OWNER AND IS TO BE PLACED IN AN APPROVED __ NAIL LOCATION AS DICTATED BY THE MUNICIPALITY OR 39 1 1/8"-1 1/4" BI D COM(320")DEFORMED BUILDING OR 6 12 8D(2.5"x0.120")DEFORMED Y BUILDING INSPECTOR. THE GC SHALL CONFIRM INAIL (LOCATION OF THIS PLACARD PRIOR TO APPLICATION. TABLE N1102:4.1.1(R402.4.1.1) N1101.14(R401.3)Certificate(Mandatory) AIR BARRIER AND INSULATION INSTALL:ATIONa' A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the space where the furnace is COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA located, a utility room or an approved location inside the buildinc. Where located on an electrical panel, the certificate shall not cover or .h COntnkUCUS air barrier shall be Installed in the building obstruct the visibilityof the circuit directory label,service disconnectlabel or other required labels.The certificate shall indicate the predominant envelope. z ert _ r on ceilings,-oafs,<valis foundation components such as slabs,basement walls, crawl space walls and -p -•gae,nsur €l hllt b d €t aon sa not use as a seah ' R values of insulation Installed in o g p General requirements The exteriorthern-ai znrrz€Ope cOntaAns a tcntukuctis air Anbl g �; floors,and ducts outside conditioned spaces; U-factors of fenestration and the solar heat gain coefficient(SHGC)of fenestration, and the testing performed On trig building,Where there IS more than One Value: MANUFACTURED RECESSED LIGHT ENCLOSURE bane( s from any required duct system and building envelope air leakage g p g Breaks or Johns in the air barrier shall be sea6�€. result, ATTIC INSULATION for each component,the certificate shell indicate the value covering the largest area.The certificate shall indicate the types and efficiencies of ROOF/CEILING The air barrier n env dropped ceiling or soffit stroll be �, STRUCTURE SOUTH PORT water heating equipment.Where a as-fired urivented room heater;.electric furnace,or baseboard electric heater' heating,cooling and service atallg,ked b11th the Insc,i�.t€dn and any gapsIn trig nit ban€er g g5 ,, ;, ,.. ,.. The Insulation in an dropped is indicate"gas-fired invented room heater,""electric furnace or"baseboard electric heater: as y piled relling;so f,=€`sa au re Ceillngia`.Fie sealed. DE ION Is Installed in the residence:the certificate shall In 9 aligned with the air barr.ec for as-fired unvented room heaters.electric furnaces and electric baseboard heaters. Access opera rigs top <wrl stairs Or ;keg r•+,21i doors to appropriate.An efficiency shall not be indicated g Unconditioned attle spaces shall be sealed. 120 N Ocean Ave avltles v itfrin corners and headers offrame walls ( e be insulated by completely fitting the cavity air€th Bayport, 1`t 1705 The IunCtion o,the founcation ana sw plate shall be sealed. s �..._... a material having a tnerrnat resistance of not less than R-3 ...... E Walls, The junction of the top plate and itke t of exterior GYPSUM BOARD ayp0 y 1 i she€unction f TAPE/SPACKLE631-419-6158 op rim -ilia AS AIR SEAL : in @ p online.net .'calls per Inch, Knee walls shall be sealed. Exeliertheinkai envelope Insulation flit€arnedv,�alls SdS C O t ENERGY EFFICIENCY FLOW CHART shall be installed}nSabStantialcontactaikdlncOttn,uoUs EXPANDING FOAM SEA LANT AT PERIMETER `..• \ `,, - SEALANT CONTINUOUS BEAD OF SEALANT % alignment whin tie air banner'.: MANDATORY REQUIREMENTS DRYWALL CEILING '.VlndOa4'S$Ky ttgh>S and The spadebetavee€T ffat7111'g and 5k}'hgiAts and the jambs of CERTIFICATE R401.3 CERTIFICATION REQUIRED REQUIRED CERTIFICATION SHOWN - - RECESSED LIGHTING FIXTURE doors Winc€ows and doors shall be scaled: ON PAGE CC-2 OF THESE PLANS. Rile'oists RIM, rt b joists Shall inclu^e'the aarrier. Rllk o s�snail be insulated AIR LEAKAGE R402.4 ALL NEW CONSTRUCTION IS AIR SEALING AT RECESSED LIGHTING IN ATTIC ' R & W Engineers, REQUIRED TO MEET THE Floor framilig cavity Insulation shall be installed to INSTALLATION CRITERIA OF THIS maintain permanent contact with the underside of P.C SECTION-SPECIFICALLY TABLE FlocrsinckkidirXg roof€ocrdecking:Alaernativel:floor framingcavIt€ CONTINUOUS MINIMAL 380 Townline Road R402.4.1.1 SHOWN THIS PAGE. cantilevered The air barrier shal€be installed at any exposed edge of InSuialion shall be in contact NIth the top side of EXPANDING FOAM AT Suite 150 MAXIMUM FENESTRATION R402.5 0.48 REFER TO WINDOW NOTES ..... - floors and floors above insulation VleathingOrcOMMUOUS insulation irisiailedonthe WINDOW PERIMETER U-FACTOR SHOWN ON FLOOR PLAN PAGES garages. underside of floor franking,and extending from the Hauppauge, NY MAXIMUM FENESTRATION R AS AIR BARRIER 1.402.5 0.5 REFER TO WINDOW NOTES CEILING GYPSUM BOARD VAULTED CEILINGS bOttGikk to the top of all perimeter floor fral*€'ing y 7 o Q SHGC SHOWN ON FLOOR PLAN PAGES members 1 00 HVAC CONTROLS R403.1 CONSTRUCTION WILL INCLUDE covnNuous BEAD of SEALANT Expired earth in unvenizd crawl spaces shalt be Domereci Crawl sluice insulation s^.'here prOrided Cnstead ctflocr (631) 969 8535 Cram space walls. AUTOMATIC THERMOSTATIC v th a Class I vapor re;artier vAlt Overlapping joints taped. insulation,shah be permanently attached to the twa€ls.. CONTROLS AND PROGRAMMABLE Duct shafts Utility penetrations and t?ue shafts opening to (631) 969-8518 (Fax) THERMOSTATS ATTIC INSULATION ONTINUOUS BEAD OF SEALANT stka�t5,penetrations - exterior or unconditioned space shalt be sealed. HEAT PUMP/SUPP HEAT R403.1.2 N.A.WITH THIS PROJECT . ATTIC FLOOR FRAMING DUCT SEALING R403.3.2 DUCTS,AIR HANDLERS AND ALL DUCTWORK SERVING NEW RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" Batts t0 be installed in narrow cavities shalt he ski to fit FILTER BOXES MUST BE SEALED CONSTRUCTION SHALL BE COMPRESSIBLE WEATHERSTRIPPINGAT PERIMETER OF ENCLOSURE or narrow cavities shall be filled w th Insulation that On AS PER IRC SEALED AS REQUIRED BY THE IRC Narro -cavltles. DUCT TESTING R403.3.3 DUCTS SHALL BE PRESSURE ALL DUCTWORK SERVING NEW SITE BUILT ATTIC ENCLOSURE MECHANICALLY SECURED CONTININGFOAMAT installation reedit}`cgrtdnrs to the available cavity- GYPSUM BOARD SEPT 21,2022: EXPANDINGFOAMAT WINDOW PERIMETER space. %„ p TAPE/SPACKLE TESTED TO DETERMINE AIR CONSTRUCTION SHALL BE r / Air sealing shall be provided betveenthe garage and AS AIR SEAL PERMIT ISSUE LEAKAGE TESTED AS REQUIRED BY THE IRC - / ' \• y"^ �: ;� � :garage separation MECH SYSTEM PIPING R403.4 MIN R-3 INSULATION ON ALL INSULATION WILL BE REQUIRED cOr d<tonzd spaces y VAULTED CEILINGS Recessed light Instalied!nine building ttizrnkat Recessed light fixtures installed in the bLw€Ding thermaF FEB 27,2023: . r ^ INSULATION SYSTEM PIPING CARRYING FLUIDS ON ALL PIPING Recessed lighting ABOVE 105ORBELOW 55 envelope snail be sealed:to'the fnlsnedsuitace, envelope snail beairtight and tC rated, : PERMIT ISSUE (R) HEATED WATER R403.5.1 WHERE APPLICABLE,INSTALLED N.A.WITH THIS PROJECT In exterior walls,bait Insulation shall be cuts neatly to fit CIRCULATION AND TEMP AS PER R403.5.1 Plumbing and - around airing and plumbing or insulation that On I MECHANICAL LATCH TO PRESSURE Ansta€idtlon readily conforms to•-awailaote space,`hail. MAINTENANCE SYSTEMS 7 SEAL AT WEATHERSTRIPPING t p MECHANICAL R403.6 BUILDING SHALL BE PROVIDED WINDOW/DOOR VENTILATION(4% extend behind piping and wring.VENITLATION WITH VENTILATION THAT MEETS MIN OF FLOOR AREA)HAS BEEN SEALANT Tile air barrier installed at exterior+,ails adjacent to Exterior walls adjacent to she,,+err and tubs shall be Sho,'e€ittbonextarofr.ati silo'a.e;sand tubs Slkalfseparate the'i°.all from the rho.^:eror insulated. . THE REQUIREMENTS OF THE 2020 PROVIDED IN COMPLIANCE WITH i I RCNYS R303 l tub. EQUIPMENT SIZING AND R403.7 HEATING AND COOLING SYSTEMS THIS INFORMATION PROVIDED BY EFFICIENCY RATING ARE REQUIRED TO BE SIZED HVAC CONTRACTOR 0 Erecnda€tphOikz boxThe air barnier15iiall be Installed behind electrical and mk USING MANUAL S/J CALCULATIONS MANUFACTURED PULL DOWN STAIR communication boxes-Attemalive.y.air-sealed poxes Shall LIGHTING EQUIPMENT R404.1 NOT LESS THAN 90%OF THE ALL NEW FIXTURES INSTALLED exterior tkratis, be stalled. LAMPS IN PERMANT FIXTURES SHALL COMPLY WITH THIS HVAC supply and return register boots"-hatpenetrate _ CONTINUOUS IWiINIMAL SHALL BE OR SHALL CONTAIN SECTION g wall c4'erin crc-elirk• HIGH-EFFICACY LAMPS(I.E.LED ° HVAC buljdln hengrrslenvel pen tallltzdoealedtothe"atib`loor OR CFL) he boot EXPANDING FOAM AT PILOT LIGHTING R404.1.1 FUEL GAS SYSTEMS SHALL NOT OWNER/GC SHALL PROVIDE where required to be sealed concealed fire spiinkiers shall WINDOW PERIMETER CEILING GYPSUM BOARD onr be sealed in a manner that is recommended b the ASAIR BARRIER y' �" HAVE CONTINUOUSLY BURNING EQUIPMENT(STOVE LE.)THAT Conrealed Sprinkler's zanufacturer=Cautkrng of Otneradhesive seal arks snail not PILOT LIGHTS COMPLIES WITH THIS CODE CONTINUOUS BEAD OF SEALANT be Used to fill skids beta+teen fire sprinkler cover plates and SECTION AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR walls of ceilings. COMPLIANCE METHOD TOTAL UA-ALTERNATIVE(RE'S-CHECK ATTACHED) CONTINUOUS BEAD OF SEALANT ;� WINDOW UNIT AS VAPOR RETARDER R402.1.1 AS PER R702.7 CLASS I OR II VAPOR RETARDERS ARE NOT - VAPOR RETARDERS ARE REQUIRED AS PER CODE BUT USE REQUIRED ONLY ON THE INTERIOR OF VAPOR RETARDERS SHALL NOT AIR BARRIER-SEE SIDE OF FRAME WALLS IN ZONES CONSTITUTE A VIOLATION OF E EXPANDING GFMAMMAL PLAN FOR STYLE/SIZE FOAM AT M4,5,6AND 7 CODE WINDOWPIERIMETER CONTINUOUS MINIMAL MAXIMUM FENESTRATION R402.5 0.48 REFER TO WINDOW NOTES O U-FACTOR SHOWN ON FLOOR PLAN PAGES EXPANDING FOAM AT MAXIMUM FENESTRATION R402.5 0.5 REFER TO WINDOW NOTES SHGC SHOWN ON FLOOR PLAN PAGES PLUMBING WINDOW PERIMETER TOTAL UA-ALTERNATIVE R402A.5 A RES-CHECK OR MANUAL J A RES-CHECK OR MANUAL J (RES-CHECK ATTACHED) PROVIDES THIS INFORMATION PROVIDES THIS INFORMATION TOP PLATE EAVE BAFFLES R402.2.3 BAFFLES ARE REQUIRED FOR AIR- BAFFLES SHALL BE INSTALLED AS LU PERMEABLE INSULATION IN PER OVERHANG DETAILS SHOWN ' ATTICS ON THESE PLANS AIR BARRIER ACCESS HATCHES AND R402.2.4 DOORS FROM CONDITIONED TO ASOLID DOOR IS PROVIDED AT EXPANDING AIR BARRIER-SEE FOAM SEALANT PLAN FOR STYLE/SIZE DOORS UNCONDITIONED SPACES SHALL THE TOP OF THE STAIRWELL AND WALLSTUDCk BE WEATHERSTRIPPED AND IS SHOWN ON THE RES-CHECK INSULATED TO A LEVEL SOFTWARE FOR UA-COMPLIANCE EQUIVALENT TO THE INSULATION /aiR SEAL UNDERLAYMENT O CONTINUOUS MINIMAL ON THE SURROUNDING SURFACES EXPANDINGFOAMAT OR SHEATHING WITH •• bi WINDOWPERIMETER APPLIED SEAM TAPE AND Z O MASS WALLS R402.2.5 EXEMPT THIS PROJECT DOES NOT CONTAIN MASS WALLS WINDOW FLASHING FOR ` STEEL FRAME CEILINGS, R402.,2.6 EXEMPT THIS PROJECT DOES NOT r r COMPLETE AIR BARRIER W FLOORS AND WALLS CONTAIN THESE ITEMS FLOORS R402.2.8 FLOOR FRAMING CAVITY INSTALLER SHALL CONFIRM .n INSULATION SHALL BE INSTALLED COMPLIANCE WITH THIS SECITON. TO MAINTAIN PERMANENT AIR SEAL AT TOP PLATE PIPE PENETRATION CONTINUOUS BEAD OF SEALANT GYPSUM BOARD W `U O CONTACT WITH THE UNDERSIDE _." TAPE/SPACKLE Q IL OF THE SUEFLOOR CONTINUOUS BEAD oFADHESIVE AS AIR SEAL BASEMENT WALLS R402.2.9 WALLS IN CONDITIONED N.A.WITH THIS PROJECT- BASEMENTS SHALL BE INSULATED UNCONDITIONED CRAWLSPACE W FROM THE TOP OF THE BASEMENT (� CONTINUOUS BEAD of SEALANT WALL DOWN TO THE BASEMENT `I' CONCEPTUAL AIR SEALING STRATEGY AT FLOOR ONE STORY CONDITIONS WITH WOOD FLOOR SLAB ON GRADE FLOORS R402.2.10 N.A.WITH THIS PROJECT CRAWL WALLS R402.2.11 AS AN ALTERNATIVE TO N.A.WITH THIS PROJECT ELECTRICAL WIRE STRUCTURE INSULATING FLOORS OVER SEALANT CRAWLSPACES,CRAWLSPACE TOP PLATE WALLS CAN BE NSULATED. MASONRY VENEER R402.2.12 EXEMPT THIS PROJECT DOES NOT EXPANDING CONTAIN THESE ITEMS FOAM SEALANT SUNROOM INSULATION R402.2.13 EXEMPT THIS PROJECT DOES NOT 1 - - . .. CONTAIN THESE ITEMS / wnu sru0 n. FENESTRATION R402.3.1 AN AREA-WEIGHTED AVERAGE OF N.A.WITH THIS PROJECT- FENESTRATION PRODUCTS SHALL RESCHECK OR MAN J PROVIDED r h CONTINUOUS MINIMAL AIR SEAL UNDERLAYMENT } O BE PERMITTED TO SATISFY THE U- CONCEPTUAL AIR SEALING STRATEGY AT EXPANDING FOAM AT OR SHEATHING WITH O FACTOR REQUIREMENTS R4023.2 AN AREA-WEIGHTED AVERAGE OF N.A.WITH THIS PROJECT- ONE STORY CONDITIONS WITH WOOD FLOOR WINDOW PERIMETER n Z FENESTRATION PRODUCTS SHALL RESCHECK OR MAN J PROVIDED STRUCTURE APPLIED SEAM TAPE AND Z BE PERMITTED TO SATISFY THE WINDOW FLASHING FOR � SHGC PERMITTED SATISFY NTS COMPLETE AIR BARRIER W R402.3.3 UP TO 15 SQUARE FEET OF THESE EXEMPTIONS ARE NOT Q 1 GLA ZED FNESTRATION PER PERMITTED WITH THE UA- Q DWELLING SHALL BE PERMITTED ALTERNATIVE APPROACH O AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION TO BE EXEMPT FROM U-FACTOR FOLLOWED WITH THESE PLANS WINDOW UNIT AS AND SHGC REQUIREMENTS. :..... 4402.3.4 ONE SIDE-HINGED DOOR THESE EXEMPTIONS ARE NOT -CONTINUOUS AIR BARRIER-SEE WITH CONCRETE/SLAB FOUNDATION O j I, ASSEMBLY UP TO 24 S.F.IN AREA PERMITTED WITH THE UA- PLAN FOR STYLE/SIZE Ln 0 t IS EXEMPTED FROM THE U- ALTERNATIVE APPROACH Ln FACTOR REQUIREMENTS. FOLLOWED WITH THESE PLANS INSULATION 4403.3.1 SUPPLY AND RETURN DUCTS IN HVAC CONTRACTOR SHALL CONTINUOUS MINIMAL O ATTICS SHALL BE INSULATED TO A DEMONSTRATE COMPLIANCEk---C.NTiN..U..EA..F.EALANT WINDOW PERIMETER MIN R-8 WHERE 3"IN DIAMTER AND WITH THIS SECTION EXPANDING FOAM AT GREATER AND R-6 WHERE LESS THAN 3"IN DIAMETER. 41 DUCT LEAKAGE R403.3.4 THE TOTAL LEAKAGE OF THE HVAC CONTRACTOR SHALL <, l DUCTS SHALL IS GOVERNED BY DEMONSTRATE COMPLIANCE w W V THIS SECTION WITH THIS SECTION. ALL DUCTS cEMENreACKERBOARO 7 TO BE INSULATED AS PER R403.3 1 CONTINUOUS BEAD OF SEALANT AIR SEAL STRATEGY USING ONE OF THE ,. HOT WATER PIPE R403.5.3 R-3 MIN PIPE INSULATION IS PLUMBING CONTRACTOR SHALL TUB suRRouNO FINISH WITH CONCRETE/SLAB FOUNDATION FOLLOWING EXTERIOR AIR SEAL PRODUCTS AND INSULATION REQUIRED ON>3/4'PIPING,PIPING DEMONSTRATE COMPLIANCE LOCATED OUTSIDE CONDITIONED WITH THIS SECTION.ALL PIPES TO TUB UNIT METHODS: SPACES,PIPING FROM WATER BE INSULATED. HEATER TO DIST MANIFOLD, AIR SEAL UNDERLAYMENT ��QF NEW Y UNDER SLAB PIPING,AND SUPPLY/ OR SHEATHING WITH TUBSURRDUND 1. ADVANTECH ZIP SHEATHING WITH ALL SEAMS �Q' C i RETURN PIPING IN RECIRC CONTINUOUS BEAD OF SEALANT BEYOND APPLIED SEAM TAPE AND �`� O WINDOWTAPED AS PER MANUFACTURERS INSTRUCTIONS SYSTEMS C AiR SEAL STRATEGY USING COMPLETEAIRHBARR�R 2. HENRY BLUESKIN AIR SEAL UNDERLAYMENT g PROVIDE BLOCKING AT STUD CAVITY AT STANDARD PLYWOOD/OSB WITH WITH ALL SEAMS SEALED AS PER LU °C [NY)N1103.3.6(R403'S.6)OuctS buried within ceiling insulation, rue AT EXTERIOR WALL SEALANT AS AIR BARRIER MANUFACTURERS INSTRUCTIONS Where supply an e�+rig d return air ducts are partially or completely buried in insulation,such ducts shall comply with all of the fo=`,lovaing'• ...., .,, ,- 1/4"CEMENT BOARD y 3 1 The Supply ailed return due#shall have an insulation R- a!ue notless than IZ-B WITH ALL LIQUID APPLIED UNDERLAYMENT � s�o�2 2 At all points along each duct,the sum Of the ceiling inst#tat"for R-values against and above the top of the duct and against and � � �� INSULATED EXTERIOR STUD MALL .. ._. SEALS MESHED/SEALED AS PER ���° SSI below the bottom of the duct shall be not less than R-19--Excluding the R-value of Ilia duct insulation. CONTINUOUS BEAD MANUFACTUERS INSTRUCTIONS OR SEALANT N11O&S'S.1(R403.3.6.1)Effective R-value of deeply buried duct$. � � �� ��' ��� 4. SPRAY FOAM FLASH/BATT WITH 1 1/21 MIN OF Where using a simulated energy performance analysis sections Of ducts that are installed in accordance with Section N1103.3.6. EXPANDING FOAM 3" RELEASE DATE: CLOSED CELL INSULATION (R10)AND located directly on,or within 5.5 Inches(140 mm)of the ceiling sa£rounded with blown in attic insulation having an Rwalue of R-30 or �wool FRAME greater and located such that the top of the duct is not less ban 3,5 inches (84 lnnl) below the too of the insulation, shall be FLOOR ASSEMBLY greater red as:€savinguch an thctiva duct insulation thedR-valnaOfessb. .. UNFACED R13 BATT INSULATION FOR TOTAL R23 2�28�ZO23 CONCEPTUALAIR SEALING STRATEGYATTWO STORY CONDITIONS N1103.31JR403.4,7)Ducts located in conditioned space I I I For ducts to be considered as inside a conditironadspare such ducts shall comply with either of the following: I; 1 The duct system is located completely within the continuous air barrier and within the building thermal envelope, 2.The ducts are buried within ceiling insulation}in accordance with Section N1103,-3.6 and all of the following conditions exist: AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SECTION SHEET: 2 i;-The air handler is located completely within the continuous air barrier and within the building thermet envalope. 2.2.The duct leakage,as measured either"by a rough-in test of the ducts or a post-construction total system leakage test to outside the burldr»cr`flaea rkal erelGe in accordance with Section N11€)3.3 4_is legs than or equal to 15 cubic feat per minute(42 5ns) AIR �a�L D ETAI L5per 100 square feet(9.29 m2)of Conditioned floor area served by the ductSystem AS� 6C2 a:, The ceiling insulation Rvalue installed against and above the insulated duct is greater than or equal to the proposed ceilingDO insulation R-value,less the R•value of the insulation on the duct + 3h 1 SNOOD DECK: ;' \ 50UTHPORT 2X10 PT DECK J 16"OG (2)2X10 PT 6IRDER5 \\, \ 120 N Ocean Ave 6X6 PT P05T5 NOTCHED \\ Bayport, NY 11705 AND BOLTED TO GIRDER5 -419-6158 WITH METAL CONNEGTOR5 \ E 631 A5 PER DETAIL5 DIAL AL \ \ A_6 sdsinc@optonline.net A 8 L? `\ R & W Engineers, P.C. /l 380 Townline Road DROP FOUND WALL Suite 150 WITH GRADE AND FRAME \ \ \ Hauppauge, NY 1x ABOVE TO NEW FLOOR 5TRUCT, 11788 �\o�a A e \ `�9''�: \ (631) 969-8535 \ 631 969-8518 Fax ti ) ) 1k,\ d. �411 0 SEPT 21,2022: i FULL HEIGH 4° ,/ / / FOUND WALL A-5 PERMIT ISSUE \\ FEB 27,2023: \ ` ., tea.\ \ \ 1 PERMIT ISSUE (R) j A-6 DECK FOOTING5: ��. DRAINAGE(DIMPLE) 14"DIA PG,36"BELOW GR MAT,WATERPROOFING \ / / / / \ \ 51MP50N ABU66 P05T BASE \l AND FOOTING DRAINAGE s I , 1/2"X 8"ANGH BOLT5 REQUIRED TH15 SIDE 9/�� f f ; u AK / \ At-5 / 9, / ���`�� S��5�� HD I DRAINAGE(DIMPLE) UNFINISHED / MAT,WATERPROOFING \\ � \ / / / 719 SO FT / / I SS. AND FOOTING DRAINAGE REQUIRED TH15 510 0�� A_5 /F 5 / \ b FTG 1 V-101/4" ✓/�.�o� \ \ ULL HEIGHT / / Q F ff „. , { \ \ m MA50N TO GOORD '. 16-0 1/4 3-0 1/2 / / / / 1 1 0 \_ •/ FTG 3 � Q F^ 5 V / FOUND WALL / / 60 Sp m, \ ` �/ PLACEMENT OF 5EWER UU m o A FTG 2 PIPE AND 5LEEYE 7 ys \/ \ E WITH SEPTIC GG EXBMTWDW - - - - — 5- - — - - — —S— —� - - S- — S S S �, 3 V k EE � — , yX �,.,. 1 A haS 1 E , E 4 I � � -;/f � SAWGUT OPNG � I � FULL HEIGHT FRAME FRAME FILL N W�' \,i I I DN T C z p� O THROUGH TO NEW WALL a.SET ON 2-GOURSE ,. 2X8'S AT REM YE / so co BLOGK 6JILDUP ON SLAB O O I UNFIN SPACE � TAIR I I I (2)2X8 I \ (LLu Q J (s)2 lSl - — .... ..... .... ...._ . / r. I I I I � ��. , O � THIS 51DE �� _ w v E + n y CI n BP1 Bpi / G 3 r 4 r FTG 2 2X10 FJ a O , ?E 14 N ' v 16"OG �„ x �r E�2 .- u,SEE" , MOPE STAIRS I I I U A / X`� /' I I TO NEW LOG O NEW FOUNDATION WALL I I fl I ¢ ' I I w F \ AT THIS DL I / x r,"/ cl ry I I I I ' REQUIRED Q _ I Imo , ' LOCATION r I 711 STEP FTGS 2:1 �og if 6 E 0 I I v d sit, y G \ Am �� O - - - - - - - - - - iv r _ _ - O I \ ALL FTGS - - - -- - - - - - - - - - - - $ _ - - - - - - - _ _ - - _ - - _ _ _ W� I- - - - - - - _ - - - - - - - - - - - - - � — _ _ _ -',;, I Q MIN 36" BELOWGR cV EX15T GIRDER I — CX24- LU — '^ Bpi BP1 I HD \ ui in � � N �:.� / -.. 26'4" 1 l' 9 1/2" 11'2" I \ N cv O ;' o 4 6 I I mEB� CQ o SLAB GARAGE I I B O -I-, ' I 210 90 FT 506 SO FT 271 SO FT I I A 5 Z _ .. _ .. w ......... .... 1;,. W I I A 6 Z Z CRA W SO LSPC I I I „ �- 'n FT t O o I I J co uY IZ Y � L - - - - - - - - - - - - - - f v# Z 3 9 _ � w x., i I . , , I }. X- - - - - - \ . � . , '..- - - - - - - - - - - - - EXISTgoo v, E J F NE A-5 58'-0 1/4" -1 V-2 1/2" <Z E Er v'':: '� 1 'Uj CA E, 41I ` E 68062. yj1w1 a 'r A Pcsslol FND FOUNDATION PLANy z '' SCALE:1I4" 1'0" f � j, , RELEASE DATE: r � . .a-� act <� -.� MIN! E1 \` ��10 A a A-� .:': .••,,',., , �..,,, ,}„'`. „ . .' ..„ .-, ,n ... ,. ... .-%..; Saw: ,,.....a. .,,Y " /28/2023 Elevation 1 NOTE APPROX ALL FTG5 MIN 5TEP FTG FIN GRADE 36" BELOW GRADE 2:1 SHEET: A- 1 ( I & W 3jq i _�)OUTIIPORT _ DESIGN 120 N Ocean Ave Bayport, NY 11705 631-419-6158 == _== EXIST FJ sdsinc@optonline.net _..._.......-- ? CS20 COIL STRAP ......._.... � _._.._..._. WRAP TINDER PLATE,TURN UP INSIDE AND NAIL TO PLATE -=_- EXIST HDR :_- R & W Engineers, FINISH FLOOR AS - ' FINISH FLOOR AS SELECTED BY OWNER SELECTED BY OWNER P.0 SIMPSON SIDS 1/4X4 > - 5.25"X 8"X 1/4"STEEL PLATE 380 Townline Road BOLTS INTO HEADER TO SUPPORT BEAM WITH FOUR 3/4"T&G SUBFLOOR % 3/4"T&G SUBFLOOR HOLES TO ACCOM SIDS SCREWS Suite 150 t: Hauppauge, NY FLOOR JOISTS AS FLOOR JOISTS AS 3 1/2"DIA SCH40 i i ! I ! INDICATED ON PLANS INDICATED ON PLANS 11788 ! STEEL COLUMN R19 MIN INSULATION (2)2X6 PT PLATE I ! i j !i ! i! R19 MIN INSULATION WRAP UNDER PLATE,TURN 1�11TH COPPERTEX I i I i ! I I , ! I i I SEALER/FLASHINGII I I (631) 969-8535 UP IN51DE AND NAIL TO PLATE _, .., .✓ _ ,,a ) ,; !,_, t,_) (631) 969-8518 (Fax) 3/4"BOLTS MIN 6" 8X8X1/4"STEEL FLASHING OVER FIN15H FLOOR AS t INTO CONCRETE FTG BASE PLATE ._.. Z TOP OF LEDGER SELECTED BY OWNER _ NON SHRINK SEPT 21,2022: _ GROUT PERMIT ISSUE GALV.METAL #6 REBAR HANGER5 TYP. _; 3/4"T&G 5UBFLOOR CONT-3"CVR Mm CS20 COIL STRAP LEDGER-LOK ANCHORS AS PER R403.1.6: AT 16"Or,STAGGERED FLOOR J015T5 A5 WRAP UNDER PLATE,TURN BOLTS 6 0 OC MAX ;- UP INSIDE AND NAIL TO PLATE 1/2"ANCHOR BO " 7"MIN EMBED FEB 27,2023 TOP AND BOTTOM 11 ' I ' ' l APPLIED DAMPROOFING REQ D n r- - PERMIT ISSUE 3X3 WASHERS (R) I INDICATED ON PLANS �� � R21 MIN INSULATION �y FROM TOP OF FOOTING TO MTL HANGER5 (2)2X6 PT PLATE GRADE LINE AS PER NYS CODE SECTION 406.2 WITH COPPERTEX SELF-ADHERING SEALER/FLASHING `J (3)ROW REBAR BITUTHANE MEMBRANE FOOTING AS EA DIR-SEE SCHEDULE BEHIND MIN 2Xb P.T.LEDGER #6 REBAR PER SCHEDULE <; DTT1Z DECK TIES Q MIN QTY 4 AND ONE EXIST 2X10 CONT-3"CVR ° D AS PER R403.1.6_ 8"PC FOUN WITHIN 24"EA END 1/2"ANCHOR BOLTS 6'-0"OC MAX DIMPLE 11,4T OVER FLOOR J015T REQUIRED DAMPROOF r' ° ANCHOR BOLTS CAN SEE DETAIL THIS PAGE 7"MIN EMBED 6'MIL V.B. N 4"GRAVEL OVER 3X3 WASHERS COATINGUSE EXPANDING SHIELD BE J-STYLE OR 4"REINFORCED PC SLAB OVER:r ; ALL DECKING LUMBER 6 MIL V.B.ON 4"GRAVEL ' ANCHORS-MIN 3"PENETRATION TO BE PRE55URE TREATED a #2 OR BETTER 5YP OR OF n _. " .. DRAINAGE PIPE APPLIED DAM PROOFING REQ'D DECK LEDGER TO FRAMING FROM TOP OF FOOTING TO u COMPACTED SOIL WHERE APPLICABLE 3/4"A36BOLTS N GRADE LINE AS PER NYS • AS SHOWN MIN �....... CODE SECTION 406.2 8"X16"FOOTING WITH 2" KEYWAY MUST BE SET CLEAR DISTANCE ON UNDISTURBED SOIL AS NO I *-- 1 1/2 '� UNLESS NOTED ALL z3 a 8"PC FOUND (2)ROWS#5 REBAR CONT + N . FULL HT .... FOOTINGS ARE 24"x24"x12" FOUNDATION — — z J O O 8x8x1/2"STEEL O BASE PLATE 3 1/2"SCH40 STEEL I ` , TUBE COLUMN I (3)ROW REBAR L — — — L — — —! EA DIR-SEE SCHEDULE Q V Q UA •., •ti t 8"X16"FOOTING WITH KEYWAY MUST BE SET Q ON UNDISTURBED SOIL (2)ROWS#5 REBAR CONT � O FOUNDATION w 0 H2.5A WITH FRAME CONN 2X10 PT DECK J 16"OC ABOVE TO FJ �A) NOTE REF LINES (L/ LU AT FOUNDATIONlu v 0 FASTENMASTER v TRUSS-LOC SCREWS /r' /.�••. \. W L�- 3"OC-2"MIN TO TOP IL OL 10 O 6X6 PT POSTS // \•. \\ `\ I c \•. /q /\ \\ \\ \\ '/[7�Q- \\ \\\ SURVEYOR SHALL PROVIDE O /' �\,..._. \\ \\ \\ I FEMA SETBACK MARKERS ? \\ \ ;Y N�� \\ \\� PRIOR TO DECK FRAMING Lu CI > O -�® /. O \ Z .1O LU ABU66 POST // / .._12 6 1/4" --..-•_.._ \ -... BASE-SECURE TO CONC PIER WITH TAPCON 3/8"CONCRETE ANCHOR MIN 6"EMBED \ \ . ®\ /\\ �\ \ \ T GRADE / `/ ' \. �° / / \ \\\ \. I \\ ?, \ \ - / `,L1 \ `` lil In O .. ICI IIL II I r, 1 II-,1 -- .II ...._ \I .....I_I I I II:;::: y 14" DIA PC! ...._1 , LINE OF TUBE— — 0 FRAMING FTG INFORM ' , `Z J II: III � � ,. . I I , .......I. �... v ' \, N FEZ I.( I ( .. m 13\10 1/2' \ / L L "' LU , III............. ..:_ 9062 / \/\ / / I goFFSS%oNP� UNFINISHED / ' 1 / �................._ V-2" ._..._......i 719 SO FT SET ON UNDISTURBED \\ \. \\ \\//. / -„I 5o1L / RELEASE DATE: DECK GIRDER/POST/FTG CONN / '. : \\ \ /,� / — \ \ 2/28/2023 NOTE 'F LINES AT FOUNDATION SHEET: —� _ _ _ I - -1 S- - - - - - -S— S- — I S S S --► A-2 - - / — - - - - - - - - - - - - - - - - - - VERSAA Beam Cie r, , Baarasn �g at aonaxa1a131taantkri/vMII �S j Beanng!as door pr window ho8dar ��9aaan to beam conn¢Ctar M� Bearsng a1 catuavn --: j, Sitrap Per Code h top Provide oat continuous over heazter. { / mCt6ture barrier Venfy hanger '„ } ; `'"^"•�.., at a ort and k'�'a£r - 11 pa y b b"a a iateraBPasiralat. :sPaea j hangar irtaratura jj ,,c' requuad VERSA-LAM- Concrete Column... E andh wood, I - Column cap,drilling (( ..._':•.a ,. 1 a. r pamrnedtar 50UTtiPORT ` 1 1 Tamma+S £ 1 sraAda ......, ..,.. ..t......... ...:.,...,,. .,......n... ...... ....... ...... t Fonn oe • S seek Cut HeVei Cut 3 DESIGN , ktp¢ � Seam to donarelar`rirasratry watts l 8ean['atTramalg info wap ? _ Wood top piste most be}lush I Strap per rode it top 7 - with Inside oiwall 01ataIs not Continuous 120 N Ocean Ave Stated seat s.�. iS, z� HAngee No Bayport, NY 11705 t fa Inside face 631-419-6158 of hearing. d 1t0'NOT bowel auto` / ` 3 VERSALAhttsayarxi Ensa:s taco of was wtihnul apptaysi Emm}lase CasasSa 0WP Engeaauu}ar kit;CALCrsaftwaf¢anaysis ; ' sdsinc@optonline.net Provide re I 9 Moisture barrier between a lateral support ConCrato and wood VE A ,Instal Matim4m of V"ai&pace between b eam and w&b pocket or adequate banner most be " VERSA--LAM&beams'art intended(Of ntarior applications only and sltowld be kept as dry. provided between beam and concreta/masonry, as possible dungy construction. Adequate bearing shall be provided.!knot shown an plans,please rater to load tables to - Continuous lateral support of tog of boanl shelf be,provided(ewe or top Waringfranong}I. your tegionsSpeWher Guide, Multiple W Engineers, .w r � ,. R & S, Designing Connections s ol� P.C. Ab 11xi ttp1;Jllifar 1 sf � ) �i ra * L 380 Townline Road Numoar Nallod i, �' Dle Through Boltm ti 0ia Thmagh Colt' M.(-}lt)Pl�+ VESA"L,"!I `'" M? €JeI'fs` �t 2 rowx 16d S rows 16d 2 rnwx f 2 rows 1 2 rove {2 rows: '2 rows 2 raws '. Suite 150 ``jLpG o£ Sinkers 016inkera a 24 a c 12 o e 6 a c 24 a c t2 d a C16 o a When usingmultiple ply VERSA,LAh9"beams to Greats a wider 1, Members 12 o n o a )~>Itayg¢rey sae, gotod ata„ggerad tstyggcrnd staggaratt talaggnecU member,the dant)a000n of the plies is as Critical as determining Iha..: u E3o 1f Vt?RSA4AMe(Daplhso#18 artdlsss) - beameize When side loaded beams are not connected property. Hauppauge, NY �� 2 € 470,- 706 505 1014 2020 564 1120 2245 the inside plies do not support their share of the load and thus the •• A a 11788 9"r 350 525 37$ 755 7575 420 644 1665 lead-carrying capacity of the full member decreases significantly. 4 s Use bW4 schiigedule 336 670 1345 370 74S 1495 The following is an exempt&of hcyw to size and connect a multfple•ply (631) 969-8535 ?� 91r"YER6A LA2d VERSA CAM`kiaartieam. \ 9 p p 7� \O. 2s use Solt Its dole 55S 1715 „N7A„ 1125 2250 MIA 4 urria-k t v sh yen,bteisxm rs gii>rtg rear' i€t q (6 31 J ✓69-0 510 (Fax) 6, //'• ___ 1VP VERSA LAMS(t7ap#he of 2' } 44 1{sf Iry 1 load,Yes tst dt iu K .3 arm is tas u1i 3 tt}"40'" i� Numhar Natled t ✓ 0Ia Through BolE"i d"Cato Throu�ti Bail .„ eo'l4li9 4opm lla I'n oif To!Vt �i of 3 tees„led 4 raws 16d=3 raws 3«owe 3 rcmnt$a 3,tws i 3 rows 3 rows :. McPkhiora Sinkers Ssnkora�24 n a 8 11t'a n 12 0.0 4 14 o a 6 18 n C 8. 12 a 0.4" HAn�grs not shout 12 un 1 o�„ fa�,tFg¢roil atagguv„rrd skagg¢tja sfa,-ggofed st"garrNi spag ray zo-u_ torGlardy 2 705 040 565 IqJO 1135 630 84 0 1260 565 ) 756 tie$ 6ao 64o Izs4 SEPT 21,2022: 2-6 4a 11"Wltachedule 605 l 670 1010 660' 745 1120 q3� ASV.s m�Qirtwnbe�l>,heut,mlor 0ANfill 2'tvWtolis&to21� Vtea 090P4;04Shut0eine PERMIT ISSUE S(,, .\ ASkl a19ralard 91 21.1S41 JAST11 AM7 Sr adns A&0, lamSAfi,16294radeslw2.Sufi®kaA2IN"Isct*4044$I-,,4K4y WGalh goe's oia 3' a emderd col washb sh"lo belft"tP.eimbd and lha edam ono wl""a the Wood and ffle no,the o:81AAGe 7•Wfah Ceame araet be icp4olood W foaled WM boat sides ,7 aaaa the edge+.mpte¢mfo lee boil Wits m"'aa athaa ��� ,. loss•tideshnl9enplossuaA2s.Sdfauus:'.osidet f^tE rtuui3nikb I W Og VFR$A, NIA Ihx€bssztts*axz,t4#tU sit l'rri}Enir FEB 27 2023: e lh: z r I i t rrlaSti:r rs 5lrNlkUal E (R) a t k .r Gta,x+a{ PERMIT ISSUE 1, Galoulat a tributary width that beam Is supporting; S For lop loaded beams and beams with srdn loads with less than the;a ulsawn 14`,7.1 2 h' Plies Depth Nailing Load From One Sldd'. 2;.Use PLF tables on pages 2a•30 of ESG of 00 CALL"to size. Depths iSS;'&less 2 rows 16d box.slnker nails ld 12"o.c. 400 pit beam B Depthps124"111 :4 raws red�xsi raker na is Q.12'o.v. 1.660 li _ A Fru,11d+1LfQS.A Lt qx f3 ee ,V 12JY',r.`Dhes .. ;, _ nails 606 6 .iuG e 1%"t4,Isloumt.,. 31t}1y - 4 Calautale the maximum off Iohd hem one aide. Oj A-5 Depths t1.e$less.2 rows 16d twa+slnkor pairs CCC,12'o c. 300 pit (In*right side in this case) (3)1'„`«pees' Depths 14'-16' 3 rows 160 haxi~sinf et-nags 12'n c 4W plf Max,Side Lozl.,�-jS8".i 2)x i4Ca e fv Psi t=4r;ifi;f.. Depth=24' 4 rests 16d twx+sinker nails Yti<S 12'ls c Wo plf J 4. Go to the Multiple Member CCinneolit Table,Side•Loadad 14}kr;"pl.es Depths l0'4 less 2 rates WIs a 2�s`C c,sra ertd 335 If Applications Ma.3 memben, 9k P A IiCations,1`/,:"VERSA•I,AI D Depth-24' 3 rows :'be Is&2 o.c,s aggered etory 8 50 pif ! 1 \ X W D� / S. The proper connection schedule must have a capacity greater. A_b `L1 \ 6 1 Dapms 18'S less 2 toes;`Lc Is¢1 a. sla wed $55 pif than the Max,skta load (213'rr"pt1¢s P ET rJ' ?� �� ,OeBlh 20`-24° 3mva:>'cv is C��'4 oF.,9.aaad ousCyffi � t2$b q[ i.anaa::�cuue 4sci,^:r�i a,�i its;•; t, \ iF /?' 1 ,.,.„.,...... ft?il p r 3}tsastn !lean,afsd pi#' OK.. t1;; 6 \ 8emstwvlga tnaa T'rxea t�designw tty?iai tmganeer a,.euxa S Car�nect>cnualsys arabased.ganrha 2�7s N0& pc� \ ?O, / \ J 2 rlrasaaar(resau sM yM til+xwxNdEg tu°kfa sRri, d, is 6 Faarsn+taxMr Truadtok;SrmpsoA Seoop•Tte aaWor SaS artd £3oiis%`.".vlr trslr 4i :a.vir+rg td .'taggetod u4o{2S+saprrRr a`eron4hsl itchxtxrese eu aatt era*._ pS'P N'S 4crers yaJaa Aeeteowacnpact mdPopa mamkar Fee,x"A.)as:Fgrerc.4ea 9tsnn Cr4 id! OK 3 t3se aYAAablaWadtafrlgsar BC CALCrro.Rgara Nsiza beaus yEaSA•LAM aoama;FaritaFleaao CEstada tlYpLrnguia§ri7iQ A R 5 7:.t e4uirtlaal sleeve,•'grauiry eP c s€nar ae&sad wean�Ay1"=rry ' a.spaxlieFaanad+mia sithl,ERSA.L�?ha, tdrrarraarfnrararad�un, T X10 V E PLAN NOTES: NOTE DUE TO GRADE SLOPE THI5 DECK 15 APPROX 12"ABOVE GRADE �V� ��., THI5 AREA ��� A \ - 1 . ALL WINDOW/DOOR HEADERS ARE MIN .A A-5 / / (2) 2X8 UNLESS NOTED Z 2. HORIZONTAL BLOCKING IS REQUIRED AT / HD tit �L\\ 6•, rnrkt rn ALL PLYWOOD SEAM LINES WITHIN V �a X / BRACED WALL PANEL LOCATIONS. SEE Q v 56 o o PAGE BR-1 FOR BRACED WALL Q LU 'o LOCATIONS. Q/ n/ /0: O 9 rn X Q / 3. ALL BATHROOMS SHALL BE EQUIPPED r N p \ o WITH A PANASONIC EXHAUST FAN AND z 10'-2" / �? ^oo� ro '• A m O / d �... \ ,9r A / Q �. seas � SHALL BE DUCTED TO THE EXTERIOR THROUGH INSULATED, NON-VINYL UA_ Q DUCTWORK. APPROXIMATE LOCATIONS W - F. �� HD / SHOWN ON PLAN WITH THE FOLLOWING v ~ \ \: o - tn CZ- B - . 9 _. . ...... .... _ _ S " y sc iz �� o fil� /S, SET BEAM D / "(2)9 112"LVL FLUSH W/CJB / SYMBOL. XISTING �a ir .. :4% \' ON ` E ! ��� c \y ' tt�� - 1L- 1 41/ z UT SET BEAM B 4 9' b SHOVED ' °0� a i.l... NUS410 1 EL i '' `ts>v�a 'a,art .. ON BEAM G .,C: yhTRAY GLGABOVE f 15LAND-GOORD .... ( % ' I I : Z rV fiRA GL6 cV 9'-0"GEIL \ W/FINAL 15LAND E IST TOG NGEA �p /( DF-51GN BY OTHERS � \ , 1 E: 2 9 1/2"LV L ( ) Do X O., s l -.�. CV \, O /. / ¢ I�. U LU O / a i 5� - O tE NEW FOUNDATION WALL wl I iiv A-1 n REQUIRED AT THIS � � � ��' @ I, \ � ) 1'=I ''� I � � J w LOCATION -GUT PATIO �� ~ t 20'-b" ¢'0° m -3.-3"K RI 2068 2068 ,. I I > w N SLAB FOR ACCESS I -J .......... - O 0.4 / °� LL PL t 6 6$ / I I x /J/�` SET BEAM A N I \.. N 8'-0°GEIL �. - - J -!- IrI.� a 5 ) W J W , ,,. ( a /j ON BEAM B Li 1 DN I,i a z ................ / ' ( _ O 17 s tr . ... y;. .- - - - - - - - - - - - - - - - - A:(2)11 7/8'LVL BOT @ 109"ASF SD CO p \ Q O O 00 - - - - - AX22$1 - - - I- - - " CA1 �T ' I N E s CO r SD / O O C3 B \ 1 A-b O d' 2668 I ts) O `t ( 6 '• t�46) I aDCID U 213pSO FT `:' to BEDROOM N U) w V 133 SO FT W iv Z / BEDROOM "u 102 SO FT / / �' `� HHU5 (xxxx)LL OF N - - - - 15'8" - _ / 1l'5 3/4i' 11 0" ��2' 1" 10'-0 1/2" / 5.50/10 (xxxx)DL '��' LEE 0 . INDICATES INDICATES LUS/MUS/HUSt HHUS/HGUS Series ",,',, ClFL-i 1 . SIMPSON CALCULATED 1 !� MANGER MODEL LIVEMPAD LOADS EXISTEXIST.._ ....... _ ......... ..._ ........ ........ ........ .... ._.. ......__. . .... .....__. ........ . .... .... ........... .......... ... ......... ...... ....... . ._. ._ . .... ... hkrrt&I x Fsets{fl ' - w POSTS AND CONNECTORS: L0526 014$aaT (4s� A L S5d$ 014€ 3 y fq+ 0148 x3 4 2 t1 A_5 1}S21n otgs,3 t4) O14a y q 66062 �L / 1.ALL LVL/FLITCH/GLULAM HEADERS CALLED OUT ON THE PLANS SHALL BE - 1 `'' Ao aAAd POSTED AT EACH END-POSTS CAN BE BUILT-UP 2X MEMBERS,4X MEMBERS,BX MEMBERS OR ENGINEERED PRODUCT(I.E.PARALLAM)UNLESS SPECIFICALLY ,1,p'Bi: WS$ I 414.3 xsm t6}_g lq$::rt3• 'd. "t ,:T��' �� �E�J,Q CALLED OUT ON THE PLANS. ia�' Typical LUS fizi26'.. 14` O.TEr2,`M35rx i'0 td2 x3�` .� inata0aaoa 2.POSTS SUPPORTING STRUCTURAL MEMBERS MUST BE SUPPORTED eb' 16.5. 1 T 5 3/4" 11'3'1/2" 2'4 1/2" 10'-i 1/2" 11'2 1/2" CONTINUOUSLY TO BEARING EITHER WITH CONTINUOUS POSTS OR BLOCKING €JS a 81$1 x9 i Q 1b2 x3sq LUS28 / I NSTALLED BETWEEN JOIST MEMBERS AS REQU IRED. € Ht�S2t' ¢3Ci) 1.1TG$x3s.4 ttC'p..tti62"M3`!h 3.NO STRUCTURAL POSTS CAN BE SUPPORTED BY WOOD I-JOIST FRAMING. k �' .�, !33 ti�162=x31§ t 8).016$x3 fq RELEASE DATE SQUASH BLOCKS SHALL BE INSTALLED IN ALL INSTANCES WHERE STRUCTURAL HGtb2t I Ai 0162 h'3iyf i (s2) f}162 xJt too ` 0.ay , � _UP LOADS TRANSFER THROUGH WOOD FLOOR FRAMING. l r A • 4.ALL FLUSH CONNECTIONS SUPPORTING DIMENSIONAL FRAMING SHALL BE MADE 2/28/2023 r s t7B^ r`{g,t$0,axi+ryx � u- s « $ / USING SIMPSON LUS SERIES HANGERS AT THE CARRYING MEMBER SIZED TO ? , FIRST FLODR PLAN THE JOIST BEING USED tpLl" '14'a}5210.1 }Sx`3(" , 1ST = 5.ALL FLUSH CONNECTIONS SUPPORTING WOIST FRAMING SHALL BE MADE USING HutB6i52X3+}° •, SIMPSON IUS/MIS SERIES HANGERS(OR APPROVED I-JOIST HANGERS)AT THE 1B $G2 yJr i 1a0n$'� r NGUS28-2 tl CARRYING MEMBER SIZED TO THE JOIST BEING USED. g 6.STRUCTURAL MEMBER TEE CONNECTIONS WILL HAVE SIMPSON HANGER MODEL .f HGUC26 g (2t11 0 ja1 t* g6`U 62 x3 i k� ' / y NOTE 1 1/2" NAILS NUMBER SHOWN ON PLANS.SUBSTITUTIONS WILL NOT BE ACCEPTED. 'a-ply Ht'U526.3 (36} a jn2 M+'3 a (32) 162"x3 gam`- 7.STEEL I BEAMS SET FLUSH REQUIRING CONNECTIONS TO WOOD FRAMING RUJS210�3 (48) xJ I62 x3+R (96) 0162&3ih �. le" OWE D ARE NOT ALL SHALL BE BLOCKED IN THE WEB TO PROVIDE NAILING SURFACE FOR HANGERS. " z ��. 6 (iiz i CONNECTION AT-rI„�I5 /ON N SHEET: J V . El '• 8.SPECIAL CONNECTIONS BETWEEN FLITCH BEAMS AND STEEL I BEAMS WILL BE NOTED ON THE PLANS. 1 a I A-1 .a #F1t ri: Elevation 1 9.SIMPSON LUS SERIES HANGERS REQUIRE THE USE OF LONGER FASTENERS IN > #$4f1 ( "x3rh p �', HUS214 THE DOUBLE SHEAR HOLES THROUGH THE JOIST.1 1/2"10D NAILSARE NOT € �' 'a`"`"" r ACCEPTABLE AND COULD SERIOUSLY AFFECT STRUCTURAL CONNECTIONS AS t � .tt1 °M3t n + (HHU6 ahTt"f(ar} i,i DESIGNED.INSTALLER MUST READ ALL MANUFACTURERS INSTRUCTIONS FOR ca�F .: .. £ )hw ',I#162"M34s ,��" 31 "' ' f'•.: EACH HANGER BEING USED. f6S4t0 (8) T162M345 g} 0 aC2 w3 a -qx ' „' _ ,,,1,,..,.,.,_„v, Doubts Shear Nailing A-3 -......,,... HHC 10 }1.16`2'x3`{a {ep}-4IW' jj8' HUS410 Top View S 50UTHPORT DESIGN 120 N Ocean Ave Bayport, NY 11705 EXTEND ROOF 631 419-6158 OVER FP BUMPOUT- INSTALL THROUGH-ROOF Sdsinc@optonllne.net VENT/FLASHING AS C PROVIDED BY FP MANUF ` R & W Engineers, P.C. 380 Townline Road Suite 150 Hauppauge, NY 11788 op (631) 969-8535 �y��, \ (631) 969-8518 (Fax) ti GABLE WALL SEPT 21,2022: FRAMED ABOVE PERMIT ISSUE \ THIS BEAM FEB 27,2023: PERMIT ISSUE (R) J� ti � �' / �Y KNEE WALL TO BELOW Oi C qa� / cy — — — — — — — — — — — — — — — — — — — — — — — — TRIM EXIST RAFT L TO NEW HDR AND SET IN MTL HANGERS �A/cti T L- / 0Iv- 1 o ILI w ILL v w� 9 1/2"LVL RIDGE z Oa q _ C O i t O c "90 1- 1z BOLT RIDGE AND •fl I ETC ° HIP AT w a� y w THIS LOCATION t ' 1 (3)1/2"DIA BOLTS O ^ V � i� � -1 ( \ I I I EXIST �NEW UJJ r �'+� FRAMING FRAMING Z i _ J z O I= ry:o REPLACE ALL p- �i FLASHINGAT - - - w ° EXIST CHIMNEY Uf LUtu 0 Q u v0 W ao� tL 'z U_ (3FL )( .D Ill O Q) LU J 0 UPPER ROOD PL>4N Q Q O R1=1 = ? � ltrn Q o Q o0 � � o w V 24"MIN O 24"MIN I I ICE/WATER I FIBERGLASS ROOF SHINGLE ICE/WATER - AS CHOSEN BY OWNER OVER ROOF APPROVED SHINGLE i i MANUF APPROVED OVER MANUF UNDERLAYMENT LeOc NC CPS,- l' UNDERLAYMENT I ICE AND WATER SHIELD ` F •V P MEMBRANE AS PER ICE AND WATER MEMBRANE SHIELDR90AS PER GO SEE ICE AND WATER SHIELD I RAFTERS AS PER 1"AIRSPACE I R905.1.2 RAFTERS AS PER ROOF REQUIRED MEMBRANE-SEE ROOFING FIBERGLASS ROOF SHINGLE i N ROOF PLAN NOTES I AS CHOSEN BY OWNER OVER METAL DRIP EDGE r- MANUF APPROVED METAL DRIP EDGE I I UNDERLAYMENT I m MATCH EXIST " � � � ( i ALUM CLAD 1X8 ALUM CLAD 1X8 FASCIAS W/ i - "` OVERHANG r I PRIMED FASCIA WITH INSULAS ALUMINUM GUTTERS ' DETAILS 1X2 SHADOW BD BAFFLES , �' SPECIFIED �® 806 INSULATION •' ' � ' � O� (y' INSUL SOFFIT CEILING JOISTS AS CERTAINTEED SOLID =DAMAS SOFFIT DAM AS PER N1102.2.3 ��S, 102.2.3 FIR DOWN AT SLOPES SPECIFIED VINYL SOFFIT TOACCOM MIN 81/4"INSUL i ,I AND 1"AIRSPACE(R30-C) CERTAINTEEDINVISIVENT 1/2"DRYWALL VENTED VINYL RELEASE DATE: VENTED SOFFIT FINISH INSIDE SOFFIT "- CEILING JOISTS AS SIDING(OWNER CHOICE) I SIMPSON _ SPECIFIED OVER MANUF APPROVED OVER AS CHOSEN BY H2ATYPI I L WRAP/UNDERLAYMENT OWNER OVER MANUF SIDING AS CHOSEN BY �/ �/ O 23 SIMPSON APPROVED UNDERLAYMENT I 1/2"DRYWALL H2ATYP FINISH INSIDE APPROVED OWNER OVER UNDER MANUF AT FLAT CEILINGS I 112"DRYWALL FINISH INSIDE I I 01(ERH>4NG DET>4tLS I AT RAKES oH1 i i SHEET: A-4 B � I CONSTRUCTION (TYP): 3 h NEW RAFTERS TO NEW HIP FLOOR: 9 NEW 2X10 FJ 16" OG 3/4" COX 5UBFLOOR INSTALLED U51NG SOUThpORT EXIST RIDGE RING-SHANK NAILS AND 5UBFL DESIGN ADHESIVE 120 N Ocean Ave BRACING RAFTERS REMOVED MIN R19 INSULATION Bayport, NY 11705 48°OG TH15 SIDE-SEE ROOF PLAN 631-419-6158 � � CEILING: sdsinc@optonline.net 2X4 FRAME WALL NOTE BEAM IN 2X10 GEIL J015T5 16" OG (U.N.O.) — NIB RAGING TO 3 1I2"X 11 ?I8" BACKGROUND A5 _ EXIST RIDGE LVL BEAM � PER PLAN 15 AT—� 1/2" DRYWALL(T&S) 8'-0"GLG HEIGHT— R38 GATT INSULATION AT ALL FLAT CEILING5 BRACING 48"OGSim FIR DOWN SLOPED AREAS A5 REQD P C W Engineers, FOLLOW TH15 SLOPE ROOF: 380 Townline Road AROUND EXTERIOR WALLS IN MASTER ' 2X RAFTERS 16" OG (SEE Suite 150 ROOF PLAN) Hauppauge, NY / REPL EXIST GW235 GX1E 1/2" COX SHEATHING 11788 ER P5550 WOVEN ROOF UNDERLAYMENT BEDROOM ASPH/FG ROOF SHINGLE (OWNER GH) (631) 969-8535 2468 41068 ® ® L2668 4668 2068 (631) 969-8518 (Fax) EXT WALLS: 7/16" 055 OR 1/2" COX 5HEATHING 2X6 FRAME 16" OG © I SEPT21,2022: — ._._ .�._.. .-... 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E 5EGTION VI EN SHEET: A-6 o SOLAR READY ROOF NOTES: y IN COMPLIANCE WITH IRO APPENDIX"T"THIS DWELLING HAS BEEN Hi hest Ride DESIGNED TO ACCEPT THE FUTURE INSTALLATION OF A SOLAR SYSTEM BASED ON THE FOLLOWING CRITERIA: I .� 1.A minimum solar ready zone of 300 sf of roof area is required-refer to roof plan for available ,1 roof area. _�OUTHPORT 2.Solar installations shall comply with R324 or its successor. DE'SNGN xistin Ride p y 1 V-3 3/4" 3.THE BUILDER/GC shall post a permanent certificate(near the electrical distribution panel, 120 N Ocean Ave r- water heater,or other conspicuous location)indicating the Solar Ready Zone along with the Bayport, NY 11705 b other requirements of Appendix"T". 631-419-6158 4.The roof design shall provide for roofing material that can accommodate the installation of a Ride 6 1/4 : 12 r- photovoltaic system. sdsinc@optonline.net 11'-1 1/2" - 5.Roof obstructions such as chimneys, HVAC equipment,vents,fans and pipes shalt be placed 6 1/4 : 12 as close as practical to the ridge or gutter,and at the northern portion of the building so that b 1/4 : 12 shadows from the obstructions will not be cast over the future photovoltaic system. "' - R & W Engineers, Rough Geilina- 1st Floor i. _ Rough Gei8n1 -1st Floor P.C. WINDOWS AND DOORS. 380 Townline Road Suite 150 \� AX2281 1.BASIS OF DESIGN AND WINDOW CALLOUTS SHOWN ARE ANDERSEN"A"SERIES Hauppauge, NY C14-4 EXIST EXIST EXIST -- CASEMENTS(UNLESS NOTEDAW FOR AWNING) 11788 2.ALL GLASS IS TO BE LOW-E4-THIS PROJECT IS LOCATED IN THE WINDBORNE (631) 969-8535 --_ DEBRIS REGION AND WILL REQUIRE IMPACT GLASS OR APPROVED PLYWOOD LJ 3065 L=J PANELALTAS PER DETAIL (631) 969-8518 (Fax) 3.ALL WINDOW COLORS AND OPTIONS AS PER OWNER 4.WINDOWS SHOWN WITH"EGR"SHALL MEET EMERGENCY ESCAPE AND RESCUE REQUIREMENTS OF R310 5.WINDOWS SHOWN WITH"T"OR"TEMP"REQUIRE TEMPERED GLASS,LAMINATED SEPT 21,2022: — — -- — -- --- SAFETY GLASS OR APPLIED SAFETY FILM TO COMPLY WITH R308. THE USE OF 01 PERMIT ISSUE SAFETY FILM MUST BE APPROVED BY THE BUILDING OFFICIAL. ..................._....._...._...._..._........................... _._.__...__...... - .._......_......._.._........................... _...___.....---....__..._......................_...........................__.._.._....._........-..._.._.._._............_.......... 6.MAIN ENTRY DOORS,GARAGE TO HOUSE DOORS AND OTHER NON-ANDERSEN i \ FO E FICI AS SELECTED BY OWNER/GC AND SHALL MEET APPLICABLE CODES FEB 27,2023: Bottom f F I _ /" 10 FOR EFFICIENCY AND SAFETY PERMIT ISSUE (R) I _.. 1... ...I _ ......... __ 1 I �._... T L n _L._..:. � / — — ��7 � ' —� —� � T� T� rl ��� I — EXIST0 \ ' N.Y.S. CODE TABLE R301.2.1.2 T T S -- - _ T--J-Ste- \ T WIND-BORNE DEBRIS PROTECTION FASTENING r �.... .......... ........ ....... .......I- ..._... ..._1_ ..........._!....._.........i..__.....__......._ ............................L..__.. ....._..I_....... ........� ........ ....._L..__.. .._.I_..........T..... _.._ ._.._.. ...._.. ........_ ........- ....... _..._..._.. _._ ..... ..... , L---------------------- I 1 T L T 1 5GHEDULE FOR 5TRUGTURAL WOOD PANELS - -� WINDOW UNIT ��--I—� --I— _ .III �I A5 5PECIFIED � T —— T -7 T T _ FA5TENER 5PAGING .... .I -L l ..._L.. .-! L L. . ...._� . I ....r .l. ..i... I ._T.......I _I_...__... .I �. �. __.) . ....... FATYPEER ICI I III I PANEL SPAN LE55 PANEL SPAN 4 FT PANEL SPAN 6 FT I III- - �—�� i— --� T--j—S�—- ——— - � �T� New Slab THAN 4 FEET TO b FT TO 8 FT FABTENER5 A5 III r............ . 1....- .._... ..L..... . PER TABLE R301.2.1.2 ——— ———————————— — —— i. .__....I __., ....._�...._..... _.1.. ......... .._!._. ...... _i I 2 1/2"#6 WOOD 16"OG 12"OG 9"OG -------------------------t s_ �. .__..._.L ._ .. ..... .._.._ ... r ...... _... .,...... 5GREW5 �J�� ��1/16"5TRUGTURAL f T I WOOD PANELS w 2 1/2"#b WOOD 16"OG 16"OG 12"OG ——————— —————------- -- T---T= --------I� � _ 5GREW5 A A. THE USE OF 5TRUGTURAL PANELS SHALL BE IN COMPLIANCE WITH THE ABOVE TABLE A5 AN ALTERNATIVE TO THE USE OF IMPACT RESISTANT WINDOW5/00OR5. B. THE UBE OF 5TRUGTURAL WOOD PANELS 15 ONLY AN ALTERNATIVE TO IMPACT RE5I5TANT WINOOW5 AND DOORS AND DOES NOT PERMIT REDUCTION IN THE REQUIRED DP RATING5 SHOWN IN THESE DRAWING5. C. ALL 5TRUGTURAL PANEL INSTALLATIONS ARE TO BE IN COMPLIANCE WITH NYSRG 5ECTION R301.2.1.2 Z O Y Qv ALU � Q � Q Lo oDL � O ua 3: Vil' THi hest Rid e tu O 18'-8" Q IL � O W O 6 1 A : 12 z; ROOF ALL ROOF TO BE MIN 50 YEARASPH/FG ROOF SHINGLE OVER FELT UNDERLAYMENT-ALL 6 1l4 : 12 FLASHING AND ACCESSORY DETAILS AS PER CHOSEN MANUFACTURER. ALL RIDGE VENT TO BE SHINGLE-VENT II STYLE O ALL SOFFITS TO BE CERTAINTEED INVISIVENT OR VENTED BEADED VINYLAS PER GC O O ICE AND WATER SHIELD REQUIRED UNDER ALL HIPS, VALLEYS, RIDGES AND EAVES AS PER nl LR Cellina- 1st Floor CODE LU N 10' PROVIDE ROOF RETURNS WHERE SHOWN FRAMED FROM 2X6 RAFTERS 16" OC SET TO 2X8 } O LEDGERS W/SLOPED HANGERS AND 2X4 STRUTS '� O Z' 7- FASCIAS AND TRIM EAVE FASCIAS SHALL BE 1X8 PRIMED WITH ALUM CAPPING W O GABLE FASCIAS SHALL BE 1X8 PRIMED WITH 1X2 SHADOW TRIM OF SAME WITH ALUM } Q ' IF \ CAPPING Q .__l O o FRIEZE TRIM TO BE 1X PRIMED BUILT OVER 3/4" BACKER WHERE REQUIRED TO TUCK SIDING. Z O >S \ CX16 100 SERIES 7/OX6/0 SLIDER CX16 o ALUM CAPPING. T EXIST CX25(EGR) P5550 F" \ IN LOCATIONS WHERE WINDOW HEAD IS ALIGNED WITH FRIEZE TRIM USE CARE TO ALIGN O O, WITH MIN 6" FRIEZE TRIMS-ADJUST RO HEIGHT AS REQUIRED.-1 _t7 lS) O - FTP F, ALL WINDOW TRIM AS DIRECTED BY GC lUl In O GUTTERS ALL EAVES SHALL RECEIVE MIN 5" K-STYLE ALUMINUM GUTTERS WITH LEADERS TO GRADE. CS To of Subfloor- 1 st Floor _._. .—.. . ,._._.. ..-_. .__. ...�..�.. _ _ _ _ __ __ � � — ,._._.. ..__.. � _ � _ __ � �... .-.m.. .._..-.. ...._.0...�..�... ,..�..�.. ._.-. .._._._ ..-..-.. W v -- - 10" FLASHING ALL WALL TO ROOF INTERSECTIONS SHALL RECEIVE APRON FLASHING OVER MIN 12" SELF-ADHERING z ..........- / \ MEMBRANE ALL SLOPED ROOF TO WALL INTERSECTIONS SHALL RECEIVE STEP FLASHING OVER MIN 18" ICE AND CX24 WATER SHIELD 1 -C 1 1 1 i X1 CX15 P5540 C 5 � � SIDING ALL SIDING IS TO BE SELECTED BY GC/OWNER. BASIS OF DESIGN ASSUMES CERTAINTEED CEDAR Of NE� ............._..._I_...______............,................._______......_............._......._..........................__-_..__..._._.....1..........._.._. _ 3068 IMPRESSIONS, CERTAINTEED MAINSTREET DOUBLE 5 CLAPBOARD, CERTAINTEED BOARD AND BATTEN WITH CULTURED STONE ACCENTS _... - - ALL FINAL COLOR CHOICES BY GC/OWNER '' � I -i. n41 i w New 51ab (.. -.. . _ MISC AT EXTERIOR STAIRS- FULL 2X12 CARRIAGE STRINGERS WITH COMPOSITE DECKING. SET BOTTOM - __... ......_ .... _ 68062 OF STRINGER ON MIN 3" CONC PAD AND SECURE TOP WITH SIMPSON LSAAS PER DETAILS ®,® R�FESS1 ----- --- - PORCHES ENTRY PORCH COLUMNS TO BE HOLLOW STRUCTURAL FIBERGLASS (IE HB&G OR EQUIV) -----------------J ____--___5--—————-t————-___ — _j -- - AND REQUIRE THE USE OF UPLIFT RODS AS PER DETAILS OR MANUFACTURERS RELEASE DATE: APPROVED UPLIFT/CONNECTION KITS B ALL PORCH CEILINGS SHALL BE CERTAINTEED SOLID BEADED SOFFIT (VINYL) 2/28/2023 ALL PORCHES ARE 4" SLAB CONCRETE BASE OVER COMPACTED FILL WITH STONE OR PAVER TOP AS CHOSEN BY OWNER. FINISHED TOP SHALL BE 6" BELOW ADJACENT FLOOR El WINDOWS AND DOORS ALL WINDOWS SHALL BE ANDERSEN 400 SERIES.ALL WINDOW OPTIONS AND DETAILS BY OWNER/GC SHEET: ALL ENTRY DOORS ARE TO BE CHOSEN BY OWNER. A-1 r 3 50UTHPORT DESIGN 120 N Ocean Ave Bayport, NY 11705 631-419-6158 sdsinc@optonline.net 6 1/4 : 12 NEW FLASHING 61/4 : 12 AT CHIMNEY 6 1/4 : 12 R & W Engineers, _ 380 Townline Road Suite 150 6 1/4 : 12 EXISTING Hauppauge, NY EXISTING 11788 (631) 969-8535 (631) 969-8518 (Fax) / 100 SERIES 7/OX6/0 SLIDER CX16 CW14 N CX16 CX16-2 r CW235 REPL EXIST /CX25(EGR) P5550 9ob0 i I I \ \ C14-4 U / SEPT 21,2022: \ \ I1 PERMIT ISSUE FEB 27,2023: PERMIT ISSUE (R) I LL—= m ® — -...... ._- .......... 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ILI J � T -L-----------I--- l --�----------------�—I RELEASE DATE: ���------- I----- ———----� 2/28/2023 --'----------- ——— -----J SHEET: A-b y I 7� yp 50UTHPORT ° DESIGN Ay,, C,s�A��� 120 N Ocean Ave pG Bayport, NY 11705 sA ti's 0G'°a631-419-6158 c' . �'°F ,F' �C, 0 ,'` sdsinc@optonline.net cep o oGs� 'ss R & W Engineers, P.C. 27 380 Townline Road o Suite 150 �.. ° �o" Hauppauge, NY 11788 tX ,tx � (631) 969-8518 (Fax) O� a'` G �Q �� �ei2 �s tiG, 4z,e C sr �QGQGG� SEPT 21,2022: 0oC1,s e PERMIT ISSUE �• S p, THIS WALL BELOW 6s 9 FEB 27,2023: CALCULABLE BRACING Q 6 �2 ��G PERMIT ISSUE (R) ry BUT SHALL INCLUDE Sp C BRACED PANEL AS SHOWN O,C�Q��Q T�/s Yo %.. C) �O O N- in W in U In U m 1: ZUU Uo 0 W LLJ En Z� dI)fin o U-- �U1 ~SUWx v c oco i DO no X0- n W z 3_1.............�t..........................6-2'..........._.._............2'-11 1/2".... U)U) O F Z_UU ............................................................11'-2 1/2,......................................................._.. t- ULUW Y BRACING THIS SIDE z a o CS-WSP m U J a 0 Q � TWO Q BWL SPACING: 11'-2" ,,11 '' REQUIRED CWS: 5'-6" < Q PROVIDED CWS: 6'-0" LOWER LEY BRACED WALL PLAN MAIN LEV BRACED WALL PLAN W Q B1 SCALE:3/tb'-1'-0' B2 5GALE:3/16"=1'-0" 31 11 21/2" ' BRACING THIS SIDE LU O CS-WSP O O BWL SPACING: 1 V-2" A REQUIRED CWS: 3'-0" IL PROVIDED CWS: 6-0" ..L^^ T 3 toLLI n is ►a.. ~ O�/ W !L O IL TABLE 602.10.30) - BRACING REQUIREMENTS BA5ED ON WIND SPEED I 20 1`0.0 55 .il • ` • O 33 140 1„ S.3 TO SOLID LUMBER SEE OVERHANG_ / 40 ,6.0 16.0 ,a.= s0 CORNERS - NO VOIDS - i ,0 22.5 22.�. ,3.0 �.� DETAILS - LU CV 60 26.: 2&L 10.0 20 13.5 18.5 ;'sG 9.0 ,. ,'.. O CehttINiLI S S 2TO 27..0 15,5 13.0 8D COM NAILS IULY HE&t.HED �_ lac ,7 s5.a � 6" OC EDGES _ a3e 21.F 21.3 TFtwIUCrl1SLYSH€ak"CHE 6R'ACEC��€�Lihd� 1 140 ae �..c " w n 13EiC9 44"tLL Llt �-i 12" OC FIELD 60 51.0 5,.6. 29.0 2h:3. • i • • .. 10 NP' ,:,.,3 6. 7.5 AS PER R602.3(3) ' � Q O O �_,_; CS20 STRAP Z 3 NP .�.,. 23 1G 5 12"ALONG MIN l[1 Or, NP 51-;=- ay.. 2...� _. _. STUD TYPO - s O O 513 NP 63.a - 60 NP 75.5 43.0 36.5 .. - _ _ ,• -- O FASTENERS O O 7/16" OSB OR I N FA TENER RETURN HOLD- O ACROSS RIM BANDS PANEL DOVIIN (y 1/2" CDX MIN Ij BRACE[.41<'AI: PANE=L,AT € VICE. r- 4 EtlVh LLrrrEL AT ENblFt�CE D SHEATHING ViALL LINE' END OF BRACED WALL LINE � TABLE 602.10.4 - BRACING METH005 (AS, APPLICABLE) ' • END COI.D O N � Exterior sheathing per CENI TIr DUSLY �HEA'T tEq '• '• I�aiTIQhl2 .. tu 6"edges 12'field - cs-WSP Tab'se R6a2.s+3} :". • STRAP TO BRACEC3�4FLL T.1NE COP671hi':UC11A5LY SHEA'T1FtEL Z (� C0nlinuous,lr sheathed '/r° Intel iaf sheathing per ..::" HEADER .•., BRACED WALL LINE f I u.cad c ucl ual panel 'Ades 5 fastener Table R502.3(1}of R502°,(2) • _._.• -• ♦ • - .•., 1p C S•G'° Continuous"sy sheathed - DO NOT STRAP AT W00d structural panel tin' See Method CS WS? See Method CS-WSP a�acenttogalage FASTENERS AT ` ` INNER JACK TO CLEAR Continuous Sheathingflelhods openiligs 6" OCAROUND WINDOW FLANGES of NElr,Y CSPF - OPENINGS (TYP) E COntinuausNi sheathed }i gee Section R60210.6.4 See Section R602.10.6.4 • DOUBLE STRAP OR ' f r L portal.ranee iongx0,2"dia HOLD DOWN REQUIRED �{ TURN 1 * O 1 _. c_ CS•SFBe t;0r==,.'for (for 1:z"thi._ksheathing) - - -. . AT OPENINGS WIDER ..-. _ PANEL CV _ ,�t^ion-..:0.1 n"dia. 3'edges 6"field ,. �tT!"T.11 F�i:��lM RAC.E§��'WALL PANEL cominuously sheathed Maximum16 a 7 ` for t-'tricksheathinggJ , _. THAN 6'-0" •:! AT EC'D OF'BRACE(3:1F4�kLL LINE 'W:ACL�*>F?.NEL. (0 91l"t�. FIRST BRACED W struchlral fherpoa;d stud spacing ( s E Ti OD (RED galvanized sooting rails .: •••• EN D CON,I)MIDN 3 .EhFEND CONDITION 4 SE E G • .: 40N"tlNuOLISLr SHEATHE BRACED'a�a WALL LINE RMUIREMENTS - -� NOTE STRAPS �" etar panel 24•r WALL SHEATHING °�Essio�P TABLE 602.3 (3) - REQUIREMENTS FOR WOOD STRUG PANELS ,a "� ' ` � rrS or braced Gall It,iles al' CAN BE UNDER OR "" era structural pane U5EO TO RES15T WIIJD PRE55URE5 " ON TOP OF SHEATHING <, CS20 COIL STRAP I I 32'for brsced wall lines sheathed�raiih RELEASE DATE: n ° 4, I 1 SEE FOUND s1ructural€leftward TABLE R602.3(3)REQUIREMENTS FORWOOD STRUCTURAL PANEL WALL SHEATHINGUSED TO RESISTWIND PRESSURES••h'9 a - " ,.I ALLOWABLE ALT 4 WRAP UNDER pl ATE I` n n / IJIV GI1 r L DETAILS 'Distance Wforbrac dwalllinessheathedYoith MINIMUM ULTIMATE DESIGN - ..,, �•, - -•:, - - CONN IS CS20G STRAP. �. ,,. ' - n <: <.,. < TURN UP INSIDE AND I 'Glv+iwdstf, rsalpcanefs. 2/28/2023 MINIMUM NAIL MINIMUMWOOD NOMINAL MAXIMUM WALL PANEL NAIL SPACING WIND SPEED V,,I[ - <.t. .1 4 FASTENED MIN 8 h - NAIL TO PLATE I I STRUCTURAL (mph) � =i 3.2•T0r braced wall Ifines rst}a�a'�t3a�1M11t5 PANEL SPAN PANEL STUD(inches) SPACING.. .� - LENGTH WITH nLTP4 - - - I I s1ructura)fiberboard Penetration RATING THICKNESS (inches) Edges Field P category <? '. o TIE PLATE AS SHOWN ` Windex Oruro sate o Size (inches) (Inches} (Inches o.c.) (inches o.c.) a C D - � ° - `'� s r n I I HOLD-DOW' Frizst BRACED Hold-down 8130 lbs capacity fastened to edge of the rd Con1c do 3, ; DEVI E 1A'Pa1ra,I 1 device: braced WaII parcel newt to ihfecorner:arrd 1.8 24t0 16 6 12 ,aC9 1q5, „4 _ _ _ ° •:i <, ::., - ALL.W�. dEL IY9 1i@ fr $RIC,�7 or Door�l'�ITIIeItYSW 6d��t3747`4n Z, 4s 6 12 17{} ,4iI ,3e � <� `I 4 � A _ ,,75 24it5 12 ,40 ',� „0 'v [1 -q v �. - .a J ... ... .. ......... ... ........ ..... .... 24 E 4 .• .. U E�1d CON Qt7117hN 5 �` (2.5"c 0.131") SHEET. F.. 1­S•254:,lt?; flul�PEe hA.r=0 e4'nt'S. For s1: 1 Inch = 25.4 rr m, .l foot = 304.8 m , 1 pound 4.43 N. - rLREtstrsr;.th tds?arttiis or pE,r'.:ad..x,lerMs�R,a^:Ge.7eirae-F3e WYm«7snaaE`13 .h a.uaa_Parad €,sr tnew-htx an-z:ier sira,ihe sPGBEd♦vGh panel As�:-,'ptnd4'cl:far fP supacris. G.T I.IE i5 Ce .,.v4W'.4 rr-S E3 a.t.ry.v 9 il Sk 3r Ir? 'w tidlCy]i:([8 E3 .'.��Caf1:.E .I e:bfin R9 i'.talc id Cr£In9 fEqu,E�Ef'i ',EI bE L'�ELC eda E 1,i._9 R 72:�,. C..vOCG SGfv.GUSa] .rEa YriiY t nit sa:�:S.uvFii c Of'isil-24 sRb7 b'.Ptm`dEtl bb Sil aAEmett 20 rb�t:`e:41GS 8<;SF7 fPtf.8b7�PI�v00d 3i8t0�ray..:ii O!:.V':4:^.,sh:81;F,a,"aYO.GKv^85 81;bGt"1biE i>ptnNS R.L..,.4."<$SPtn rbii d.'v`rbil-FE and P;},VvY�'30.^'.Ifia t$0 C.SiI8:1.2 Sibt9 :o-itl eGt3�s E•. .n�t�,>ro�,�°r'>:�r.I,.,�r:Er�er. CS-WSP FASTENING LOAD PATH TYP WALL SECT FIGURE R602.107END CONDITIONS FOR.:BRACED WALL LINES WITH ONTINL�O S SHEATHIN.. E.R" � DECKI � ELECTRICAL LEGEND E ����- -R�CAL. � 4 PROVIDE50FPIT "^� s f DOINNLIGHTING w AT 4 LOG TO BE SYMBOL DESCRIPTION I � DETERMINED 1.ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH PART VIII OF THE 2020 RES 50UTI1PORT CODE OF NYS AS WELL AS ALL NEC GUIDELINES AND REQUIREMENTS. GFCI WP Ceiling Fan DESIGN 2.ELECTRICAL PLANS SHOWN ARE BASIC FOR THE PURPOSES OF TOWN PERMIT FILING. GC,ELECTRICIAN AND OWNER ARE SOLELY RESPONSIBLE FOR FINAL 120 N Ocean Ave LAYOUT,EQUIPMENT AND FIXTURES \ Ventilation Fans: Ceiling Mounted, Wall Mounted Bayport, NY 11705 3.ALL WORK SHALL BE PERFORMED BYA LICENSED ELECTRICIAN CERTIFIED TO WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF 631-419-6158 O g ® 0 Ceiling Mounted Light Fixtures: Surface/Pendant, THE ELECTRICIAN TO SUPPLY AN UNDERWRITERS CERTIFICATE FOR ALL WORK WIRING WILL BE Recessed, Heat Lamp, Low Voltage PERFORMED DURING THIS PROJECT. Sdsinc@optonllne.net REQUIRED FOR Wall Mounted Light Fixtures: Flush Mounted, 4.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL DIRECT VENT ® PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR Wall Sconce CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE FP UNIT(TBD) ® Chandelier Light Fixture OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. i \ 5.ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED LIGHT FIXTURE PER R & W Engineers, GFCI WP •,f / ' ,, / ,� ROOM. OWNER SHALL CHOOSE FINAL COLOR SCHEMES AND FIXTURE/SWITCH Fluorescent Light Fixture STYLES. P.C. cs ry / 6.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE 380 Townline Road / \ 240V Receptacle WEATHERPROOF STYLE SUITABLE FOR THAT USE. AS PER E3903.3 AT LEAST ONE WALL SWITCH CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE Suite 150 ' F ILLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR HAVING �, ^ WP^ G110 110V Receptacles: Duplex, Weather Proof, GFCI GRADE-LEVEL ACCESS. Hauppauge, NY 7.SWITCHES SHALL BE LOCATED AT 48"ABOVE FF TO CENTERLINE OF SWITCH, EACH 11788 GFCI WP $WP$ 3y 4$ Switches: Single Pole, Weather Proof, 3-Way, 4-Way BEDROOM SHALL HAVE A SWITCHED OUTLET OR LIGHT FIXTURE. (631) 969-8535 ` WING \ R Wl 8 ELECTRICAL CONVENIENCE RECEPTACLE OUTLETS ARE TO BE PROVIDED AS PER 3901.7 (631) 969-8518 (Fax) 7, Refrigerator / 9.WHERE COUNTERTOPS ARE PRESENT THE BOTTOM OF ANY OUTLET BOX SHALL BE M 5"ABOVE THE FINISHED COUNTER HEIGHT. w /\ Microwave/ \ REGEP�R 10.BATHROOM OUTLETS MUST BE GFI OR ARC-FAULT PROTECTED. IN � 3 LOG Dw� Dishwasher 11.ALL NEW SMOKE DETECTORS MUST BE HARD-WIRED INTO THE HOUSE ELECTRICAL SEPT 21,2022: SYSTEM. ALL NEW INSTALLATIONS ARE TO BE INTERCONNECTED TYPE. PERMIT ISSUE --� �� Carbon Mono Detector 12.GROUND-FAULT AND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS PER E3902. FEB 27,2023: 13.ALL RECEPTACLE OUTLETS PROVIDED IN THE ATTACHED GARAGE MUST HAVE PERMIT ISSUE (R) Smoke Detectors GROUND-FAULT CIRCUIT INTERRUPTERS IN ACCORDANCE WITH E3902.2 i GFCI WP / \, EP Electrical Breaker Panel 1 t FC R AUTOMAP" . \ 5EGURI'i'i'LTG 61 chand �4 LOG R ,, \-��:-- NEW SUBPANEL FOR ALL / GFC PROP05ED MASTER P WORK TH15 FL BEDROOM " AUTOMATIC 5EGURITYLTG- GF I \' .I EXHY41 4 LOG LIGHT \ o r �I PROVIDE POWER \' _ ........ R A5 REO'D FOR WINEISEV REF __ \ g ( ( KITCHEN .� FCi I s / %`. RANGE HOOD Y OVER - / / / \ \ A = / v sD _ aLU _ r � N— ......... � __� .. e GFC GFC GF PRO -• �- / / VIDE SERYIGE \ \ O �L 11—_. .-.. / / LIGHTING IN \ \ Z UNFINI5HED AREA \ \ O LU T > > LU O Q OL NO tu DEN BEDROOM / / / UNFINISHED �/ BEDROOM OL \ O LU (�V _ 1 O ' - - - - — — — — — — — — — / WIRE TO 3-WAY �5WITGH AT TOP LOCATION OF EXIST I I I I Z O (T OF 5TEP5 AND ELEG PANEL-PROVIDE I I ( I I M CONNECT TO UP NEW CONNECTION TO I I I I O EXIST LIGHTING SUBPANEL ON MAIN Q UP CIRCUIT FLOOR I I I ( O O E1 15T FL ELEG PLAN--.. ....._._ / SCALE:1/4„=1'-0" w v Z / I I ( I NOTE: ELECTRICAL METER, MAST AND 5EU WILL NEED of: Nij Y //i / i I— — — — — — — — — — a TO BE RELOCATED-ELECTRICIAN LEE hip O,Q ............ .....,... . _. TO DETERMINE FINAL LOCATION — — — — — — — — — — — -I BA5ED ON CODE REOUIREMENT5. / I OWNER WOULD LIKE ADD/ALT TO r • U) CC RELOCATE METER TO ON-PROPERTY — W �GLcID POLE WITH UNDERGROUND 5ERVIGE try ` SLAB GARAGE I I TO DWELLING 2 -- I I ®A 6806Z v R®FES SIONP I I I I RELEASE DATE: 2/28/2023 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I EO LLELEGPLAN SHEET: SCALE:1/4„_V-0„ - — — — — — — — — — — — — — — — — — — — — 5 E- 1 --- e���- � �� C-�d ITEM BUILDING ELEMENT NUMBER AND TYPE OF FASTENER ISPACING AND LOCATION DEFLECTION LIMITS(R301.7) DESIGN DEAD LOADS (R301.4) ROOF ­11 ', �jj/DOTE GDMPI.�AUGE: CONCRETE: FRAMING: INSULATION/VENTILATION. 1 BLOCKING TOP JOISTS OR (4)8D BOX(2.5"x0.t13")OR TOENAIL . ALLOWABLE THIS PROJECT HAS BEEN DESIGNED USING THE FOLLOWING DEAD LOADS: RAFTERS TO TOP PLATES (3)SD COM(2.5 x0.131")OR .r-- STRUGTUFtAL MEMBER DEFLECTION ALL DETAILS AND INFORMATION CONTAINED HEREIN AND CERTIFIED BY THE Rafters having slopes greater than 3:12 with 10 PSF-RESIDENTIAL WOODMMINATElCARPET FLOORS (3)i0D BOX(3`xo.1z8)oil i (3)3"xO.131"NAILS ti-4 finished ceiling slopes attached is rafters L?180 15 PSF-RESIDENTIAL TILE FLOORS 2 CEILING JOIST TO TOP PLATE (4)8D BOX(2.5"x0.113")OR PER JOIST,TOE N L LISTED DESIGN PROFESSIONAL ARE IN COMPLIANCE WITH THE FOLLOWING g 20 PSF-RESIDENTIAL WOOD DECKS(WHERE APPLICABLE) interior walis and partmons H'180 (3)8D COM(2.5"xO.131" OR i, 1.ALL CONCRETE WORK IS TO CONFORM TO CHAPTER d OF THE 2020 RCNYS AND 1.ALL STRUCTURAL LUMBER SHALL BE DOUG FIR#2 OR BETTER UNLESS NOTED 1.ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL AND MEW �~ ,� ,r T CODES: Floors Lf360 5 PSF-RESIDENTIAL ATTICS,NO AVAILABLE STORAGE THE AMERICAN CONCRETE INSTITUTE AC1318. OTHERWISE ON PLANS. NON LOADBEARING WALLS MAY BE FRAMED USING#2 MECHANICAUPLUMBING ACCESS ARE TO BE FILLED COMPLETELY WITH (3)1OD BOX(3"xO.128")OR ( { 3 3NO.131"NAILS ,_ Ceilings with brittle finishes(Including plaster 10 PSF-RESIDENTIAL ATTICS WITH STORAGE 2.SILL PLATES AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE SPF OR BETTER MATERIAL. EXPANDING FOAM SEALANT AFTER WORK HAS COMPLETED. O u 0 stucco) g Lr360 TREATED AND APPROVED FOR SUCH USE. ANY LUMBER WITHIN 6"OF GRADE OR 2"NOTCHED J STS BECOM TH R SPONSIBI ITY OF TH _ONT ACTOR. ALL 2.ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED 3 CEILING JOISTS NOT ATTACHED TO PARALLEL (4)1OD BOX(11NO.128")OR FACE NAIL --- I ,) L� .1 . and stu ) 10 PSF-RESIDENTIAL ROOF SYSTEMS ANY HORIZONTAL WALKWAY SHALL BE PRESSURE TREATED. IF USING AQC HOLES FOR PLUMBING MUST BE DONE IN ACCORDANCE WITH R502.8. COMPLETELY WITH MINIMAL EXPANDING FOAM SEALANT SPECIFICALLY RAFTER,LAPS OVER PARTITIONS(SEE SECTIONS(3)16D COM{3.5"xO.162")OR 1. 2020 RESIDENTIAL CODE OF NEW PORK STATE(2020 RCNYS) eitings with flexible finishes(including gypsum ' I ". 2.2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE board) Lr240 LUMBER THE USE OF COPPER CLAD SILL FLASHING IS REQUIRED BETWEEN 3.DOUBLEALL FLOOR JOISTS UNDER PARALLEL PARTITIONS ANDAT END RUNS. DESIGNED FOR WINDOW AND DOOR USE, R802.5.2,AND TABLE R802.5.2) (4)3"xO.131"NAILS SOUTH PORT 3.NFPA 70 STANDARDS board) other stcuct rat members L1240 DESIGN LIVE LOADS R301.5 WOOD AND CONCRETE. 4.BRIDGING SHALL BE WOOD OR METAL AND INSTALLED AT 8'-O"OC. 3.INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT RAFTER BAY 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER SEE TABLE R802.5.2 FACE NAIL ( ) 3.FOOTINGS SHALL BE CAST ON SOLID SOIL OF APPROPRIATE BEARING IN 5.PROVIDE WOOD BLOCKING AT MIN 24"OC TO SUPPORT TOP PLATES OF NON- ENDS NEAR TOP PLATE TO PROVIDE UNINTERRUPTED AIRFLOW TO RIDGE VENT. (HEEL JOINT)(SEE SECTIONS R802.5.2,AND DES1 GN 4. NATIONAL ELECTRICAL CODE `Exterior walls-wind oadsa with plaster Or H/360 COMPLIANCE WITH R403.ALL FOOTINGS MUST BE A MINIMUM OF T-O"BELOW BEARING WALLS THAT FALL BETWEEN JOIST BAYS. 4-RIDGE VENTS FOR ROOF INSTALLATION SHALL BE OF TYPE APPROVED BY THE TABLE R802.5.2) stucco finish GRADE. 6.ALL STRUCTURAL LUMBER REQUIRES MIN 2"CLEARANCE TO CHIMNEYS. ROOFING MANUFACTURER AND MEETING A MIN NET FREE AREA OF 11150 OF THE 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1.25` (4)tOD BOX(3"x0.128")OR FACE NAIL TO EACH RAFTER 5.THE CODE OF THE TOWN OF BROOKHAVEIV l USE LIVE LOAD 4.MINIMUM FOOTING BEARING CAPACITIES ARE TO BE NO LESS THAN 2000 PSF 7.ALL EXTERIOR AND STRUCTURAULOADBEARID WALL HEADERS UNLESS AREA VENTED SPACE AS PER R806.2 120 N Ocean Ave 6.ALL STRUCTURAL MEMBERS AND DESIGN,ARE DONE IN ACCORDANCE WITH finish Exterior feeds with other brittle H,24c, 0 10 ( X20G RIDGE STRAPS (3)3NO10D COM(AILS 48~)oil finishes Uninhabitable attics without storage UNLESS SPECIFICALLY NOTED. NOTED OTHERWISE)SHALL BE(2)2x12 SET TIGHT UNDER TOP PLATE WITH NO Ba ort NY 11705 ASCE-7 REQUIREMENTS AND PRACTICES Exterior walls-wind loads with flexible finishes H12Y Uninhabitabie attics with 1 rnited stDragec s 24 5.CONCRETE MIX FOR ALL STRUCTURAL APPLICATIONS ARE AS FOLLOWS: SPACE OR CRIPPLED. (4)3"x0,131"NAILS yp FOOTINGS 3000 P51 8.NON-BEARING INTERIOR WALL HEADERS SHALL BE MIN(2)2x4 UP TO FOUR 6 RAFTER OR ROOF TRUSS TO PLATE (3)16D BOX(3.5"x0.135")OR 2 TOE NAILS ON ONE SIDE AND ONE TOE NAIL ON Habitable attics and attics served with fixed stars 3L1 3 10D COM Lintels supporting masonry veneer wails' U600 SLAB ON GRADE 2500 PSI (NO WEATHERING) FEET AND(2)2X6 UP TO EIGHT FEET. O (3"x0.148")OR OPPOSITE SIDE OF EACH RAFTER OR TRUSS 631-419-6158 THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE Balconies(exterior)artd decks' 40 SLAB ON GRADE 3500 PSI (EXTERIOR AND GARAGE SLABS) 9.FIREBLOCKING IS REQUIRED TO CUT OFF ALL CONCEALED DRAFTWAYS BOTH ATTIC I N S U LAT I O N NOTE (4)1OD BOX(3"xO.128")OR Fire escapes 40 PORCHES/STEPS 3500 PSI VERTICALAND HORIZONTALAND TO FORM A FIRE BARRIER BETWEEN FLOORS (4)3"xO.131"NAILS sdsinc@optonline.net REQUIREMENTS OF THESE DOCUMENTS. Guards and harsdraits' 20 FOUND WALLS 3000 PSI (EXTERIOR) AS PER R602.8AND R302.11. 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP (4)16D(3.5"xO.135")OR TOE NAIL FOUND WALLS 2500 PSI (NO WEATHERING) 10.DRAFTSTOPPING IS REQUIRED AT ALL CONCEALED SPACES(BETWEEN FLOORS RAFTERS TO ROOF RAFTER TO MIN 2X RIDGE (3)10D COM(3"xO.148")OR MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN Guard in-fili components{ 50r AND CEILINGS ETC)IN COMPLIANCE WITH R502.12 AND R302.12. 1.ATTIC INSULATION SHALL NOT BE COMPRESSED BY ANY SUBFLOOR,SLATTING BEAM (4)1OD BOX(3"xO.128")OR Passenger vehicle garages" 1-C 11.2X BLOCKING REQUIRED AT ALL UNSUPPORTED PLYWOOD EDGES AND AT OR SPACERS. ALL INSULATION MUST BE LEFT AT FULL DEPTH AS REQUIRED BY (4)TxOA31"NAILS fi.ALL CONCRETE USED FOR WALLS AND ALL CONCRETE EXPOSED TO WEATHER MIDSPAN OF ALL FRAME WALLS. BASED ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS. INSULATION SIZE. (3)16o Box(3.5"xo.135")oil FACE NAIL Rooms other sleeping rooms 40 MUST BE AIR ENTRAINED. 12.ALL STRUCTURAL SHEATHING SHALL MEET THE PERFORMANCE STANDARDS OF ANY SUBSTITUTIONS WILL BECOME THE BURDEN AND RESPONSIBILITY OF THE Sleepin rooms 30 7.FOUNDATION WALLS BELOW GRADE SHALL BE DAMPROOFED IN COMPLIANCE THE ARA AND SHALL BE VISUALLY GRADED. ALL PLYWOOD USED SHALL BE 2.INSTALLED IS SUITABLE FOR USE IN 2X10 FRAMING-SUBFLOOR/STRAPPING E OF THE INSULATION. CAN BE (2)1OD BOX 3"xO. 28") )OR R & W Engineers, CONTRACTOR TO VALIDATE COMPLIANCE WITH CODES AND TESTING g INSTALLED AND WILL NOT REDUCE THERMAL VALUE OF THE INSULATION. lid Stairs �c WITH R406. REFER TO FOUNDATION DETAIL. EXPOSURE 1 MINIMUM. {2)1oD BOX(3"x0.128")OR PROCEDURES, INCLUDING THE COMPLIANCE OF ANSI TEST RESULTS,AAMA 8.ALL BACKFILLAND INFILL MATERIAL UNDER SLABS SHALL BE COMPACTED IN 13.BLOCKING SHALL BE INSTALLED TO SUPPOR ALL GUTTERS,FASCIA ENDS,GYP (3)3"xO.131"NAILS P.C. MAXIMUM 12"LIFTS. BOARD ENDS AND CORNERS,TOILET AND BATH ACCESSORIES,CABINETS, WALL TEST RESULTS, ETC. 9.ALL SLABS SHALL BE PLACED OVER A MIN 6 MIL VAPOR RETARDER AS PER CASING ETC. 8 STUD TO STUD(NOT AT BRACED WAL PANELS) 16D COM(3.5"xO.162") 24"OC FACE NAIL 380 Townline Road R5062.3. 14.ALL FRAMING INTO FLUSH HEADERS/LEDGERS REQUIRE SIMPSON METAL ROOFING (AS P H/F G): 10D BOX(3"xO.128")OR 16"OC FACE NAIL 10.REINFORCING FOR SLABS(AS PER FOUNDATION DETAIL)SHALL BE WWM 6X6 HANGERS SPECIFIC TO THE SIZE MEMBER BEING SUPPORTED. 3"xO.131"NAILS Suite 150 PLEASE REVIEW CONSTRUCTION NOTES FOR INSULATION VALUES. 10/10 WELDED AND SUPPORTED TO REMAIN FROM THE CENTER TO UPPER THIRD 15.ALL SUBFLOOR US TO BE ATTACHED USING AN APPROVED SUBFLOOR 9 STUD TO STUD AND ABUTTING STUDS AT 16D COM(3.5"xO.162")OR 12"OC FACE NAIL OF THE SLAB FOR THE DURATION OF CONCRETE PLACEMENT. ADHESIVE AND SUBFLOOR APPROVED RING-SHANK NAILS OR SUBFLOOR INTERSECTING WALL CORNERS(AT BRACED 3"xO.131"NAILS Hauppauge, NY __-__-__--_____ 11.WHERE APPLICABLE,SUB-SLAB INSULATION SHALL BE PLACED ACCORDING TO SCREWS. WALL PANELS) ----- ----- TABLE R301.2 1,-CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SECTION N1102.2.10. 1.ROOF SHINGLE IS MANUFACTURED AS ASPHALT BASED,FIBERGLASS 16D COM(3.5"x0.162") _ 16"OC FACE NAIL GROUND W D DESIGN SEISMIC SUBJECT To DAtME FROM WINTER ICE SHIELD Fr 000 FURFREEZNG 12.THE CONTRACTOR SHALL COORDINATE AND PLACE SLEEVES AND CONDUIT IMPREGNATED ASPHALT OR FIBERGLASS. OWNER SHALL MAKE FINAL ROOF 10 BUILT-UP HEADER(2X TO 2X WITH%"PLYWOOD 16D COM(3.5'xO.162") 16"OC FACE NAIL (631) 969-8535 SNOWI LOAD DESIGN CAT FROST LINE DESIGN TEMP REOUIRED HAZARD INDEX REQUIRED FOR PLUMBING,ELECTRICAL OR OTHER TRADES REQUIRED TO CHOICE FROM GAF OR CERTAINTEED PRODUCT LINES SUITABLE FOR USE IN SPACERS) WEATHERING DEPTH TERA41 �DECIAY 13.EPENXTERIOR RIOR RETAINING WALRATE CONCRETE LS.DRIVEWAYS,WALKWAYS AND NON-STRUCTURE ENGINEERED LUMBER: 2.ALL VAL AND FLOORS. WIND ONE LEYS SHALL HAN PAGE I OF VE VE FULL ICE ANDE PLANS.ER SHIELD UNDERLAYMENT-18"UP (63 0 969-5518 (Fax) 16D BOX(3.5"x0.135") 12"OC FACE NAIL 20 PSF <140 B SEVERE 3G M-H 1t.DEG YES NA 20Do 11 CONTINUOUSE HEADER TO STUD {5}8D BOX(2.5"x0.113" OR TOE NAIL RELATED CONCRETE IS NOT APPLICABLE TO THESE DRAWINGS AND SHALL NOT BE EACH SIDE OF VALLEY. ) COMPONENT AND CLA13DING LOADS TABLE R3012(2) THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. 3.IN COMPLIANCE WITH SECTION R905.1.2,ICE AND WATER SHIELD MUST BE USED (4)8D COM(2.5"xO.131")OR AT ALL EAVES AND INSTALLED SUCH THAT IT EXTENDS FROM THE EAVES EDGE (4)10D BOX(3-4.128") 1.5 12 TO 6:12 PITCH 625:12 TO 1212 PITCH 1.I-JOIST FLOOR BEAMS SPECIFIED ARE BY BOISE. SUBSTITUTION OF PRODUCT TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 12 TOP PLATE TO TOP PLATE 16D COM(3.5NO.162") 16"OC FACE NAIL MUST BE ACCOMPANIED WITH MANUFACTURERS CONFIRMATION OF 4.IN COMPLIANCE WITH SECTION R905.2.4.1 ALL SHINGLES MUST BE INSTALLED 10D BOX(3"xO.128")OR 12"OC FACE NAIL <140 EX 19 <140 FX H C RAW LS PAC E S. EQUIVALENCY. FOLLOWING MANUFACTURERS REQUIREMENTS FOR WIND RESISTANCE. ROOF 3"xO.131"NAILS SEPT 21,2022: UNIT AREA S.F. ZONE POSITIVE NEGAJIVE POSITIVE NEGATIVE 2.ALL I-JOIST INSTALLATION MUST FOLLOW A MANUFACTURERS FLOOR BEAM SHINGLES USED THAT DO NOT CARRY THE PROPER ASTM D 3161 CLASS"F 13 DOUBLE TOP PLATE SPLICE (8)16D COM(3.5"x0.162")OR FACE NAIL ON EACH SIDE OF END JOINT(MINIMUM LAYOUT. I-JOIST MANUFACTURERS PROVIDE FRAMING PLANS AT NO COST AT RATING ARE NOT PERMITTED. PERMIT ISSUE 5.ALL UNDERLAYMENTS REQUIRE THE USE OF CORROSION-RESISTANT (I 2)160 BOX(3.5"x0.135")OR 24"LAP SPLICE LENGTH EACH SIDE OF JOINT) TIME OF ORDER. CONTRACTOR MUST FOLLOW MANUFACTURERS FLOOR BEAM (1 2)1OD BOX(3"xO.128")OR u to 10 ROOF 1 12:2 -19 19-4 -21 LAYOUTS. FASTENERS AND SHALL NOT BE LESS THAN 36"APART ALONG THE OVERLAP. 10 20 ROOF 1 11:1 18 18 8 ,20 __MEAN ROOF 6.ALL ROOF UNDERLAYMENT SHALL COMPLY WITH R905.1.1 (12)3"xO.131"NAILS He*HT 1.UNDER FLOOR SPACE(NON-BASEMENT)SHALL CONFORM TO R408. 3.STRUCTURAL LVL MEMBERS THAT ARE GANGED TOGETHER MUST BE SPIKED 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16D COM(3.5"x0.162") 16"OC FACE NAIL FEB 27,2023: 20-50 ROOF 1 10 -18 18.1 -18 2.VENTILATION IS REQUIRED FOR UNDER FLOOR SPACE AT A RATIO OF 1 SQUARE ACCORDING TO MANUFACTURERS GUILDELINES. LVL MEMBERS GREATER 50-100 ROOF 1 16 -17 17.6 -17 FOOT FOR EACH 1500 SQUARE FEET OF AREA WITH ALL EARTH COVERED BY A THAN 11 718"IN HEIGHT AND/OR GREATER THAN 11T IN LENGTH SHALL BE OR BLOCKING(NOT AT BRACED WALL PANELS) PERMIT ISSUE(R) MIN 6 MIL VAPOR BARRIER AND 2"RAT SLAB AS PER DETAILS. JOINED USING SIMPSON STRONG DRIVE(SDS)SCREWS OR FASTENMASTER 3"x BOX NAIL 0.t35)OR 12 OC FACE NAIL SIDING. (2)1631'NAILS u to.10 OOF 2 12-2 -33 19.4 -24 3.ACCESS TO UNDER FLOOR SPACE MUST BE PROVIDED IN ONE OF THE TRUSS-LOK SCREWS. 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST (2)76D BOX(3.5"x0.135")OR 3 FJ116"OC FACE NAIL AUG 21,2023: 10-20 ROOF 2 11-1 -31 18.8 23 O FOLLOWING METHODS: 4.THE USE OF DIMENSIONAL LUMBER FOR RIMS/BLOCKINGILAMINATIONS ETC IS OR BLOCKING(AT BRACED WALL PANELS) 20-50 ROOF 2 10 -2'7 18-1 -22 A.THROUGH FLOOR ACCESS CAN BE PROVIDED USING A 3/4"PLYWOOD NOT PERMITTED WHEN USING I-JOIST FRAMING. FOLLOW MANUFACTURES (2)16D COM((3)3"x0.131"(4)NAILS 3.5"xO.162")2 EA 16"OC FACE NAIL AS-BUILT UPDATE 60400 ROOF 2 10 -24 17.6 -21 PANEL WITH TWO LAYERS OF 2"RIGID INSULATION AND WEATHERSTRIPPING AT INSTRUCTIONS. 4 EA 16'OC FACE NAIL �`1���� THE SUPPORTING JOISTS-MIN SIZE OF OPENING 18"X 24". THIS METHOD WILL 5.L-JOIST HOLES MUST BE AS PER MANUFACTURERS INSTRUCTIONS. HOLE AND 16 TOP OR BOTTOM PLATE TO STUD (4)SD BOX(2.5"x0.113")OR TOE NAIL --V,Ve MewNr I REQUIRE A DOUBLE JOIST AT EACH SIDE WITH A JOIST HEADER TO FRAME THE KNOCKOUT LIMITATIONS ARE LISTED ON THE FRAMING PLANS PROVIDED. 1.SIDING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH NYS CODE SECTION (3)16D BOX(3.5"xO.135")OR u t�o.10 ROOF 3 12.2 -49 19.4 24 Q �. O OPENING. 6.I-JOIST FLANGES CANNOT BE NOTCHED,CUT,DRILLED OR ALTERED. R703 AND ALL MANUFACTURERS INSTALLATION GUIDELINES. (4)8D COM(2.5"xO.131")OR VI-20 ROOF 3 11.1 46 18.8 -23 �7)- B.THROUGH WALL ACCESS CAN BE PROVIDED USING AN AREAWAY OR 2.THE USE OF DRIP CAP OR Z-FLASHING ABOVE ALL WINDOW HEADS IS REQUIRED. (4)100 BOX(3"xO.128")OR 2!0-50 ROOF 3 10 d,2 18.1 -22 P ACCESS PANEL-MIN SIZE OF OPENING 16"X24". 3.ALL SIDING AND WINDOW TRIM NOT CALLED OUT SHALL BE CHOSEN BY THE (3)3NO.131"NAILS 4,WHERE AN AREAWAY IS REQUIRED THE BOTTOM OF THE AREAWAY SHOULD BE OWNER. 50-100 ROOF 3 10 - 1T.6 -21 O O (3)16D BOX(((3)a*.135")"O END NAIL AT LEAST 2"BELOW THE THRESHOLD OPENING FOR THE ACCESS PANEL. PROVIDE LEDGER NOTES 4.CEDAR SHINGLE SIDING(IF CHOSEN BY OWNER}REQUIRES THE USE OF A {2)16D COM((3)3"x0.131`OR 2"OF 3/4"-1"BLUESTONE AT THE BASE OF THE AREAWAY. BREATHABLE BARRIER OR DRAINAGE PLANE BEHIND THE SHINGLE. CEDAR ROOF VALUES BASED ON 27-45 DEGREE ROOF PITCH 6.12 TO 12-12 TO MATCH PITCHES SHOWN ON PLAN. / c 5.ANY MECHANICAL EQUIPMENT PLACED IN CRAWLSPACES SHALL COMPLY WITH SHINGLE SIDING CANNOT BE INSTALLED DIRECTLY OVER WOVEN HOUSEWRAPS (3)1OD BOX(3"xO.128")OR �"', " � M1305.1.3. UNLESS APPROVED BY THE MANUFACTURER. INSTALL ALL SHINGLE IN STRICT (4)NAILS 3.5 x0.162") COMPLIANCE WITH THE CEDAR SHAKE AND SHINGLE BUREAU AS PER R703.6 17 TOP PLATES,LAPS AT CORNERS AND (3)1OD BOX(3"xO.128")OR FACE NAIL u 1a 10 WALL 4 21.20 -22,00 1.ALL LEDGER HOLES SHOULD BE NO LESS THAN t 114"FROM ANY BEAM EDGE. AT 5.FIBER CEMENT SIDING(IF CHOSEN BY OWNER)REQUIRES SPECIFIC INTERSECTIONS (2)16D COM((3)WxO.131"OR 10-20' WALL 4 20.20 "22.00 ENDS OF LEDGER USE ONE BOLT AT TOP AND ONE BOLT AT BOTTOM AND PRE- INSTALLATION AND UNDERLAYMENTS. REFER TO MANUFACTURERS (3)3"xO.131"NAILS 20-50 WALL 4 19;00 -20:00 t� WINDOWS/DOORS: DRILL THROUGH LEDGER TO AVOID SPLITTING. INSTALLATION INSTRUCTIONS, 18 1"BRACE TO EA STUD AND PLATE (3)8D BOX(2.5"xO.11 3")OR FACE NAIL 50-100 WALL 4 18.00 -19.00 O O UI D U 710 2.RAFTER LEDGERS-SIZE LEDGER ONE ABOVE RAFTER BEING USED. SECURE 6.ALL UNDERLAYMENT(UNLESS REQUIRED DIFFERENTLY BY SIDING (2)8D COM(2.5"xO.131")OR LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"LAT 16"OC MANUFACTURER)SHALL BE"TYVEK"HOUSEWRAP. (2)10D BOX(3-4.128")OR 101-500 WALL 4 15:$0 -17.00 I I ( I STAGGERED TO AND BOTTOM. USE SIMPSON LSSU SERIES ADJUSTABLE SEAT 7.REFER TO WINDOW AND DOOR NOTES FOR ADDITIONAL PENETRATION (2)STAPLES 7.75" 't HANGER5ATALL RAFTER TO LEDGER CONNECTIONS. INFORMATION. ---- u.to 10 WAt;L 5 21.20 -28:00 I I ( � I 1.REFER TO ELEVATION NOTES OR SCHEDULE IF PROVIDED FOR WINDOW 8.WHERE APPLICABLE:HOSE BIBS,LIGHT FIXTURES,EXTERIOR OUTLETS AND 3.CEILING JOIST LEDGERS-SIZE LEDGER TO MATCH CEILING BEAM. SECURE 19 1X6 SHEATHING TO EACH BEARING (3)80 BOX(2.5"xO.113")OR FACE NAIL 10 20 WALL 5 19-00 26.00 MANUFACTURER AND MODEL LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"LAT 16"OC OTHER PENETRATIONS THROUGH SIDING SHALL BE TREATED AS FOLLOWS: __-_- 20-50 WALL 5 1800 4100 2.ALL GLASS IS TO BE LOW-E BUT SHALL MEET THE REQUIRED U-VALUE SHOWN IN STAGGERED TO AND BOTTOM. A. T VINYL SIDING INSTALLATION USE MOUNTING OR TRIM BLOCKS (2)80 COO(2.5"x0.131")OR 50-100 WAIL 5 15:80 22-00 �I 0 I��I � I� � I� THE PROVIDED RES-CHECK OR MANUAL SIJID IF PROVIDED. 4.FLOOR LEDGERS-FOR I-JOIST SYSTEMS USE 1 3/4"LVL LEDGER SIZED TO MATCH SPECIFIC TO THE PENETRATION AS MANUFACTURED BY TRUC IONS CORP. (2)10D BOX((1"C 28")OR 3.WINDOWS ARE TO BE INSTALLED IN COMPLIANCE WITH MANUFACTURERS JOISTS. SECURE LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 5"L B.ON WOOD/HARDI FOLLOW MANUFACTURERS INSTRUCTIONS FOR SEALING (2)STAPLES(1"CROWN)16GAx1.75" 101-500 WALL 5 15.80 17.00 I I I I I INSTALLATION INSTRUCTIONS. AT 16"OC STAGGERED TOAND BOTTOM. USE TWO BOLTS AT EACH END ON TOP THESE PENETRATIONS AND WHERE REQUIRED USE SOLID PVC MOUNTING I I I I 4.ALL WINDOWS AND DOORS ARE TO BE PERIMETER SEALED AT THE ROUGH OP AND BOTTOM. BLOCKS. 20 1X8 AND WIDER SHEATHING TO EACH BEARING (3)8D BOX(2.5"xO.113")OR FACE NAIL THE ABOVE TABLE SHALL CORRESPOND TO ALL WINDOW AND DOOR UNITS OR ASSEMBLIES AS SHOWN ON THE ISSUED WITH MINIMAL EXPANDING FOAM SEALANT DESIGNED FOR WINDOW AND DOOR 5.FOR DIMENSIONAL FRAMING USE 2X LEDGER SIZED TO MATCH JOISTS. SECURE (3)8D COM(2.5"xO.131")ORDRAWINGS- THE CONTRACTOR MUST PROVIDE LABELED IMNDOWS WITH OP RATINGS CLEARLY SHOWN OR USE. LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 t/2"L AT 16"OC (3)1OD BOX(3"xO.128")OR z MANUFACTURERS CERTIFICATIONS FOR BUILDING INSPECTOR APPROVAL. -O-�O O O O 5.IN WINDOW INSTALLATIONS WHERE A ROOF OR HORIZONTAL SURFACE IS WITHIN STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP AND 12"OF THE SILL,THE CONTRACTOR SHALL USE A SOLDERED COPPER PAN OR A BOTTOM. ENERGY EFFICIENCY. (3)STAPLES(1"CROWN)16GAx1.75" O NO DEVIATION FROM THE STATED VALUES IS PERMITTED ON THIS JOB. DP RATINGS ARE FOR NEW OPENINGS WITH NEW PRE-MANUFACTURED PAN SUCH AS THAT MANUFACTURED BY"JAMSILL". - WtNDOWS ONLY REPLACEMENT WINDOWS ARE NOT GOVERNED BY THIS CODE 6.WINDOW OPENINGS SHALL BE PREPPED WITH GRACE SELF-ADHERING WINDOW WIDER THAN 1X8: FACE NAIL FLASHING OR EQUAL. OBSERVE ALL MANUFACTURERS FLASHING/DRIP CAP (4)8D BOX(2.5"x0.113")OR REQUIREMENTS. FINISHES. (3)8D COM(2.5"xO.131")OR V- 1.A SEPERATE ENERGY DOCUMENT HAS BEEN PROVIDED WITH THESE PLANS.ALL (3)1OD BOX(3"xO.128")OR Q _ INSULATION SHALL BE BASED ON THAT DOCUMENT. (4)STAPLES(1"CROWN)16GAxl.75" v 2.THE USE OF FAN-FOLD INSULATION UNDER VINYL SIDING SHALL NOT CONTAIN A MECHANICAL SECONDARY VAPOR BARRIER. USE ONLY AN APPROVED SUBSTRATE FLOOR RECOMMENDED BY THE SIDING MANUFACTURER. 21 JOIST TO SILL,TOP PLATE OR GIRDER (4)8D BOX(2.5"xO.113")OR TOE NAIL 1.ALL GYPSUM WALL BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2020 RCNYS (3)8D COM(2.5"xO.1 31")OR 2.BATHROOMS,ENCLOSED LAUNDRY ROOMS AND AREAS OF HIGH-HUMIDITY SHALL GENERAL NOTES. (2)100 BOX(3"xO.129")OR V- A RECEIVE MIN 112""XP"STYLE GYPSUM WALLBOARD. (3)3"xO.131"NAILS O-r 1.ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WITH PART V OF THE 2020 3.GARAGES,UTILITY ROOMS WITH HVAC EQUIPMENT AND BOILER ROOMS SHALL 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR 8D BOX(2.5"xO.113")OR 4"OC TOE NAIL " ` RCNYS. RECEIVE MIN 5W TYPE"X"FIRE RATED DRYWALL. PLANS MAY SHOW ADDITIONAL TOP PLATE(ROOF APPLICATIONS ALSO) •. LU 2.ALL WORK SHALL BE PERFORMED BY A LICENSED MECHANICAL CONTRACTOR CONDITIONS REQUIRING RATED DRYWALL. 8D COM(2.5"xO.131")OR 6"OC TOE NAIL Z W O CERTIFIED TO WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE 4.IN CONDITIONS OF NEW CONSTRUCTION,WALL BOARD SHALL NOT BE INSTALLED 1.These drawings and the information contained herein are IOD BOX(3"x0.128")OR Q 1s RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO SECURE ANYADDITIONAL UNTIL THE HOUSE IS COMPLETELY WEATHER-TIGHT WITH ALL EXTERIOR the property of the designer and engineers and may not be 3"xO.131"NAILS h PERMITS OR PROVIDE HVAC LAYOUTS AND DRAWINGS FOR ALL WORK PERFORMED FINISHES W PLACE. p p g y 1� •,(�)O 23 1 X6 SUBFLOOR OR LESS TO EA JOIST (3)8D BOX(2.5'x0.113")OR FACE NAIL � DURING THIS PROJECT. 5.ALL FINAL PAINT/PRIMER CHOICES BY GC copied or used without written consent from both parties. _ e 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL (2)80 COM(2.5"x0.131")OR PROPER PRACTICE AND CODE REQUIREMENTS, IF UNSAFE CONDITIONS OR 2. The contractor is responsible to carefully review these (3)10D BOX(3"x0.128")OR CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE plans and specifications prior to the commencing of any (2)STAPLES(1`CROWN)16GAxl.75" N V OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. BATH/LAUNDRY: construction. O 24 2X SUBFLOOR TO JOIST OR GIRDER (3)16D BOX(3.5"x0.135")OR BLIND AND FACE NAIL W 3.Any discrepencies or misprints found in these plans are to (2)16D COM(3.5NOA62-) LQ Q. PLUMBING: 25 2X PLANKS(PLANK&BEAM-FLOOR&ROOF) (3)16D BOX(3.5"x0.135")OR AT EACH BEARING,FACE NAIL O be brought to the attention of the architect immediately. F- _ (2)16D COM(3.5"xO.162") v 1A.ALLTILED WALLS- INSTALL 1/2"GP DENS-SHIELD TILE BACKER OR USE The contractor shall be responsible for any outcome 26 BAND OR RIM J06T TO JOIST (3)16D COM((3)SWAM-M-OR END NAIL tU V SCHLUTERDitra MEMBRANE OVER SUBSTRATE resulting from interpretation or"judgement calls". Do not (4)1OD BOX(3-xO.128")OR -) ILL - - 1 B.ALL TILED FLOORS-INSTALL SCHLUTER-Ditra MEMBRANE OVER SUBSTRATE (4)3"x0.131"NAILS OR _ Ql AR 5 scale the drawings only written dimensions are to be PROPOSED AND TILE AS PER INSTALLATION INSTRUCTIONS. NOTE THAT WATERPROOFEA d g y (4)3`x14 GA STAPLES,7116"CROWN 1.ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH PART 7 OF THE 2020 RCNYS. REQUIRE SPECIFIC INSTALLATION METHODS. W used. 27 BUILT-UP GIRDERS AND BEAMS,2X LUMBER 20D COM(4"x0.192") NAIL EACH LAYER AS FOLLOWS:32"OC STAGGERED DECK 2.ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBER CERTIFIED TO WORK 1C.ALL TILED SHOWER AREAS-INSTALL 1/2"CEMENT BACKER BOARD(HARDIE OR LAYERS ATTOPAND BOTTOM Q- IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE EQUIV)OR USE SCHLUTER-Diva SYSTEM FOLLOWING WATERPROOFING 4. Mechanical systems shall be installed in accordance with 10D BOX 3 xO.128")OR 24"OC FACE NAIL AT TOP AND BOTTOM STAGGERED +/_-_ 535 5 F_ PLUMBING CONTRACTOR TO SECURE ALL PERMITS AND ARRANGE ALL INSTALLATION GUIDELINES. { " _ �� INSPECTIONS. PART V of the 2020 RCNYS 3"x0.t31"NAILS ON OPPOSITE SIDES �O 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING 2.ALL TILE TO BE SELECTED BY OWNER/GC 5. Plumbing systems shall be instal led in accordance with AND: FACE NAILS AT ENDS AND AT EACH SPLICE ALL PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR 3.ALL BATHROOMS WITH A SHOWER OR TUB SHALL BE PROVIDED WITH ONE (2)20D COM(4"xO.19T)OR CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE MECHANICAL VENTILATION UNIT. VENTILATION TO EXTERIOR SHALL BE THROUGH PART VI I of the 2020 RCNYS (3)IOD BOX(3 k0.128")OR 1 y . OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. INSULATED NON-VINYL DUCT AND PASS THROUGH ASELF-CLOSING EXHAUST 6. Electrical equipment,electrical systems and all wiring shall {3)3"xo.131"NAILS 4.PLUMBING FIXTURES AS CHOSEN BY OWNER-PLUMBER SHALL SUPPLYAMERICAN OUTLET APPROVED FOR THIS TYPE OF VENTILATION. VENTILATION SHALL BE IN 28 LEDGER STRIP SUPPORTING JOISTS OR (4)16D BOX(3.5"x0.135")OR AT EACH JOIST OR RAFTER-FACE NAIL O STANDARD OR KOHLER FIXTURES AT MIMtNUM FOR ALL. COMPLIANCE WITH M1505.2 AND M1505.4.4 be installed in accordance PART Vlil of the 2020 RCNYS RAFTERS 5.AIR FOR COMBUSTION,VENTILATION AND DILUTION OF FLUE GASES FOR 4.ALL EXPOSED SEALANT 1N BATH AREAS TO BE SILICONE BATH/TUB/TtLE (3)16D COM(3.5'x0.162")OR 7. In all framed walls,floors and roof/ceilings comprising {4)1oD Box(3"xO.128')OR w `> APPLIANCES SHALL BE PROVIDED IN COMPLIANCE WITH SECTION M1701. APPROVEC. TO PROP 6.RISER DIAGRAMS SHOWN ON ISSUED PLANS REPRESENT A DIAGRAMATIC 5.ANY WINDOW IN ATUB OR SHOWER AREA SHALL BE FACTORY PREFINISHED BY elements of the building thermal envelope, a moisture (a)3"x0.131"NAILS 'ROP05 ED INTERPRETATION OF DRAIN AND VENT PIPING. PLUMBING CONTRACTOR IS THE MANUFACTURER OR EXTRUDED PVC STYLE. SILICONE SEALANT REQUIRED AT 29 BRIDGING OR BLOCKING TO JOIST (2)1OD BOX(3"xO.128")OR EACH END,TOE NAIL } vapor retarder shall be installed on the warm-in-winter side 1 REQUIRED TO INSTALL ALL FIXTURES AS PER CODE AND SHALL UPDATE ANY ALL CASING AND STOPIEXTENSION JAMB JOINTS. EXTENSION JAMBS(IF {2)8D COM(2.5"x0.t31")OR 1S -" ; ADDITION EXISTING NON-COMPLIANT PIPING UNCOVERED DURING THE WORK. REQUIREDI FOR THESE WINDOWS SHOULD BE FIELD FABRICATED USING SOLID of the insulation in accordance with Section R702.7 and }- O Jg e, I 1'f 4 5 F PVC TRIM WITH A SILL SLOPED AT NO LESS THAN 4 DEGREES. R 1102.11 . ` , -- - 6.LAUNDR(ROOMS(IF APPLICABLE)MUST COMPLY WITH E3703.3. BATHROOMS j MUST COMPLY WITH E3703.4 AND OTHER APPLICABLE SECTIONS. 8.Wall and ceiling finishes shall have a flame-spread tu O F I F CTR I CAL 7.GROUNE-FAULT AND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS classification of not greater than 200 with asmoke- Q PER NYS CDDE SECTION E3902. } --- - - 8.PROVIDE DEMAND-SENSING VALVE TO SERVE WASHING MACHINE. developed Index of not greater than 450 In accordance ^ -1 O X15TI N G MAI N- 9.DRYER IvENTILATION SHALL CONFORM WITH M1502. with Section R302.9 i-; O . � 10.ALL WASHING MACHINES INSTALLED IN A ROOM ABOVE ANY FINISHED/ FLOOR PLAN _ CONDITIONED SPACE MUST BE INSTALLED INA FLOOD-SAVER(OR EQUIV) 9. Insulation shall have a flame-spread index of not greater in q q 1.ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH PART VIII OF THE 2020 p - 13 1 6 5 F RCNYS AS WELL AS ALL NEC GUIDELINES AND REQUIREMENTS. OVERFLOW RECOVERY PAN AND PIPED BACK INTO THE PLUMBING SYSTEM. than 25 with a smoke-developed Index of not greater than --- - ----- - j -, , 2.ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN CERTIFIED TO WORK IN THE TOWNIMUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF 450 in accordance with Section R302.10. in � 1 THE ELECTRICIAN TO SUPPLY AN UNDERWRITERS CERTIFICATE FOR AL WORK 10. Interior wall coverings shall be in accordance with Section _ PERFORMED DURING THIS PROJECT. In O 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL R702 and exterior wall covering shall be in accordance 1 _ PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR with Section R703. it,,i• Fh N t"'- Ir r CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE "q- � OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. 11.Asphalt roof shingles shall be Installed in accordance with U " C 4.ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED LIGHT FIXTURE PER Section R905.2 i ROOM. OWNER SHALL CHOOSE FINAL COLOR SCHEMES AND FIXTUREISWITCH I . STYLES. 12. SMOKE DETECTORS AND CARBON-MONOXIDE W v 5.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE DETECTORS ARE REQUIRED TO BE INSTALLED IN WEATHERPROOF STYLE SUITABLE FOR THAT USE. z 6.SWITCHES SHALL BE LOCATED AT 48"ABOVE FF TO CENTERLINE OF SWITCH. COMPLIANCE WITH SECTION R314 and R315 AND t 7.OUTLETS SHALL BE 12"ABOVE FF TO BOTTOM OF BOX, 8.WHERE COUNTERTOPS ARE PRESENT RECEPTACLES SHALL BE NO MORE THAN 20" MUST BE INTERCONNECTED IN ALL NEW O ABOVE THE COUNTERTOP WORK SURFACE CONSTRUCTION AREAS. ITEM BUILDING ELEMENT NUMBER AND TYPE OF SPACING AND LOCATION 9.BATHROOM OUTLETS MUST BE GFI OR ARC-FAULT PROTECTED. FASTENER 10.ALL NEW SMOKE DETECTORS MUST BE HARD-WIRED INTO THE HOUSE ELECTRICAL 6" DIAL EDGES(INCHES) INTERMEDIATE SUPPORTS SYSTEM. ALL NEW INSTALLATIONS ARE TO BE INTERCONNECTED TYPE. I(INCHES) ', -- , 11.GROUND AND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS PER SHEATHING E3902. WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING(SEE . TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) '� : '\ 30 3/8#, \1 e "-1/2" fiD COM(2"xO.1131 NAIL AT 6 12 �y0 ' _ ` ' SUBFLOOR OR WALL OR c"., 1! z-----� Y BDCOM(2.5"x0.t3i")NAIL AT p ) r�; '; e) 0U ROOF OR RSRS-01(2 318"X 0.113")NAIL ° r - to )' REFLECTIVE ,, f�E -- 31 19132"-1" 8D COM(2.5"x0.131")OR 6 '12 fs-=' - ' -- - ----------------- ----_ ' WHITE BACKGRD ,; *, ., v -- RSRS-01(2 3/8"X 0.113")NAIL C,,, i f NOTE: REFLECTIVE RED _ 32 1 1/8"-1 114" 10D COM(3"xO.148")NAIL OR 6 12 �' 06+ SGDPY�IAPPLIGATION FILED I PANTONE#1$7 NAL2.5"x0.131")DEFORMED AtPPLIGATION # R-22-1511 I 33 1/2"STRUCTURAL 11/2"GALV ROOFING NAIL, 3 (6 � " CELLULOSTIC FIBERBOARD 7116"HEAD OR F APPLICATION SHEATHING 1 1/4"LONG 16GA STAPLE II DEC APPLICATION FILED FOR NJ/ OTHER WALL SHEATHING WITH7116"OR1"GROWN 34 25/32"STRUCTURAL 13/4"GALV ROOFING NAIL, 3 t6 RELEASE DATE: III W ETLAN D5 I CELLULOSTIC FIBERBOARD 7116"HEAD OR I SHEATHING 1 1!2"LONG 16GA STAPLE / / O WITH 7116"OR 1"CROWN 24 REFER TO 5EPARATE 5UREY SUBMITTED 1 35 1/2"GYP SHEATHING 11/2"GALV ROOFING NAIL OR 7 7 WITH TH15 APPLICATION FOR LOT LINE I 1 112"GALV STAPLE OR 1 1/2" 1 114"TYPE S OR W SCREW AND DETAILED LOT DATA STROKE 36 5/8"GYP SHEATHING 1 3/4"GALV ROOFING NAIL OR 7 7 ------- 1 5!8"GALV STAPLE OR 1 5/8"TYPE S OR W SCREW WOOD STRUCTURAL PANELS,COMBINATION UNDERLAYMENT TO FRAMING THIS PROJECT USES ENGINEERED LUMBER OR 37 3/4"AND LESS 6D DEFORMED Wxo.120")OR 6 12 SHEET: LAMINATED STRUCTURAL MEMBERS IN THE ROOF AND 8D COM(2.5"xO.131" NAIL 38 7/8"-1" 8D COM(2.5"x0.131")NAIL OR 6 12 FLOOR. THIS PLACARD MUST BE PURCHASED BY THE 8D(2.5"xo-120")DEFORMED GC/OWNER AND IS TO BE PLACED IN AN APPROVED NAIL -- V ' LOCATION AS DICTATED BY THE MUNICIPALITY OR 39 11/8"-11/4" 10D COM(3"xO.t48")NAIL OR 6 12 BUILDING INSPECTOR. THE GC SHALL CONFIRM aD(2.5"xo.120")DEFORMED CVR- 1 NAIL LOCATION OF THIS PLACARD PRIOR TO APPLICATION. - TABLE N1102A.1.11(R402.4.1.1) till 101.14(R401.3)Cettitlente(Itlbrtdatory). AIR BARRIER AND INSULATION#NSTALLATIONa A permanent Certificate shalt be Completed by the builder or other approved party and posted on a wail in the space where the furnace is located, a utility room or an approved location inside the building. Where located on an electrical panel. the certificate shall not cover or COMPONENT A BARRIER CRITERIA UiSUt ATtQN iNSTAt t-ATtON CRITERIA i A continuous air tamer shall be Installed m the building obstruct the visibility of the circuit directory label.service disconnect label or other required labels.The certificate shall indicate the predominant R-values of insulation installed in or on ceilings,roofs.wails,foundation components such as slabs.. basement walls,crawl space walls and envelope Air-peftreadie insulation shall not be used as a sealing General renvelope floors, and ducts outside conditioned spaces; U-factors of fenestration and the solar heat gain coefficient(SHGC)of fenestration. and the barrier requirements The exterior thermal enveE ope contains a continuous air results from any required duct system and building envelope air leakage testing performed on the building.Where there is more than one value material, ----MANUFACTURED RECESSED LIGHT ENCLOSURE I i --ATTIC INSULATION Breaks or joints in the air barrier shall be Sealed. for each component,the certificate shall indicate the value covering the largest area.The certificate shall indicate the types and efficiencies of ! ROOFICOLIN heating,cooling and service water heating equipment.Where agas-fired unvented room heater_electric furnace.or baseboard electric heater STRUCTURE The air banter many dropped calling Cr s ti;t snag to aligned with the Insulation and any gaps in the air oarcer The in-Wation in air;&upped cexstgsCilk shall be is installed in the residence.the certificate shall indicate`gas-fired unvented room heater""electric furnace"or"baseboard electric heater,-as Ceitrrgratiic seatEd- aligned voth the air Darner Pt 1 G N 5OUT1�1 PORT appropriate.An efficiency shall ncit be indicated for gas-fired unvented room heaters.electric furnaces and electric baseboard heaters- Att:eas Oaernngs.deep dDit7i stales or I.Tlee veati doors fc urlconditiOnedatttc spaces shall Oe seated 120 N Ocean Ave Cavities vmiin comers ante headers orfrarre wa'-is GYPSUM BOARD Bayport NY 11705 smart be l havingled of thermal i hence me riot le than - TAPE/SPACKLE 631-419-6158 The;unttK:n of t�ne ra=.tnaatran aria set plate shalt�seated ornate material having a tnetmai resistance of not less nnan - AS AIR SEAL +s Tne3uTaction 0 the Pip plate and-me top of exterior wa-ts 1-'� snot:De seated per inch - . Ex*erior thermal erne insutatian for ifaiTted,tolls sdsinc@optonline.net ENERGY EFFICIENCY FLOW CHART Knee Warts shall be sear � ', •, -EXPANDING FOAM SEALANT A7 PERIMETER Smdlr he InStaNed in Substantial COritaCt and in COnt8tU0U$ MANDATORY REQUIREMENTS -CONTINUOUS BEAD OF SEALANT alignment itith the air barrier -- SEALANT CERTIFICATE R401.3 CERTIFICATION REQUIRED REQUIRED CERTIFICATION SHOWN --DRYWALL CEILING .'lndou5,skvtights and The space between framing and skyllgnts and the larrmts of - ON PAGE CC-2 OF THESE PLANS. - -RECESSED LIGHTING FIXTURE doors Windows,and doors shall be seated AIR LEAKAGE R402.4 ALL NEW CONSTRUCTION IS Rim io'.5"s Rim joists shall Include the are-barrier, Rim iorsts shalt be Insulated R & W Engineers, AIR SEALING AT RECESSED LIGHTING IN ATTIC REQUIRED TO MEET THE I Floor framing cavr,y Insulation shall be instaited to INSTALLATION CRITERIA OF THIS maintain permanent contact mtn the<jnderskle of P.C- SECTION-SPECIFICALLY TABLE Floors Including Sufi Ordi Kin g.A.ttemative-N.fioorrramingcavr,,, - -CONTINUOUS MINIMAL 380 Townline Road R402.4.1.1 SHOWN THIS PAGE. cartirevered The at Darner shall beinsaaed at arty i'xpdsed edge Of Insulation snag be in contact with the top side of EXPANDING FOAM AT MAXIMUM FENESTRATION R4102.5 0.48 REFER TO WINDOW NOTES Mors and floors above insuiatibr sheathing or continuous insulation installed on the WINDOW PERIMETER Suite 150 U-FACTOR SHOWN ON FLOOR PLAN PAGES MAXIMUM FENESTRATION R4102.5 0.5 REFER TO WINDOW NOTES garages underside,Of floor framing.and extending Tom tie --EI GS! Hauppauge, NY SHGC SHOWN ON FLOOR PLAN PAGES cEiuNGGYPsuMBOARD members AS AIR BARRIER bottor i,tC the top of all perimeter floor`raming VAULTED CEiLINGS� --- ---- _ � 11788 HVAC CONTROLS R4103.1 CONSTRUCTION WILL INCLUDE CONTINUOUS BEAD OF SEALANT Exposed eat'h In unvented crank spates snarl be covered crawl SpaCe rBSWa!1Cn Where provided instead Of too,AUTOMATIC THERMOSTATIC Crawl space wails iy«tn (631) 969-8535 CONTROLS AND PROGRAMMABLE a Class I vapor retattler m�u;avenapping loins apE urati d. rnsan snail be permanently attached to:tie walls. shafts,uteri,pene'rations.and fP e.shares opening to _ (631) 969-8518 (Fax) THERMOSTATS Shafts penetrations PUMP/SUPP HEAT R403.1.2 N.A.WITH THIS PROJECT - - ----ATTICINSULATION --- -crN1nNU0usBEAD OFSEALANT exterior CT C6nGendRli321ed.space shaltbe seated ATTIC FLOOR FRAMING . DUCT SEALING R403.3.2 DUCTS,AIR HANDLERS AND ALL DUCTWORK SERVING NEW FILTER BOXES MUST BE SEALED CONSTRUCTION SHALL BE ---RIGID INSULATION'R-vawEIDEPTH PER CLIMATE" Batts m ne instaiiej tr rarrov, ac>sres sralil be cut to -COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE - f nairavi cavites shall Lie foe,:Iry n inSuta i0 Of.'l itiai AS PER IRC SEALED AS REQUIRED BY THE IRC taarrrns.caviBEs GYPSUM BOARD ,-StTE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED - ..-CONTINUOUS MINIMAL InSatlatEOr?fead[h fCiYrr3rl"'9 to tmE available cal�;i',� DUCT TESTING R1103.3.3 DUCTS SHALL BE PRESSURE ALL DUCTWORK SERVING NEW FOAM AT E TESTED TO DETERMINE AIR CONSTRUCTION SHALL BE WINDOW PERIMETER - EXPANDING F space TAPE/SPACKLE SEPT ' PERMIT ISSUE LEAKAGE TESTED AS REQUIRED BY THE IRC oar sealing snail be prow:dea between tf+e garage ara; AS AIR SEAL Garage separator; - MECH SYSTEM PIPING R403.4 MIN R-3 INSULATION ON ALL INSULATION WILL BE REQUIRED j i 'VAULTED CEILINGS! tongdlGnea s aces. - � INSULATION SYSTEM PIPING CARRYING FLUIDS ON ALL PIPING Recessed light futures rsta_ted in the buWing thermal Recessed tight MSs,ateo it the building,t,e -ear FES 27,2023: r Recessed tiger*r+g ABOVE 105 OR BELOW 55 ?rI etopeshall be seated to tie finished surface, erlve?ePe strati a ,ght ariSlC rated. PERMIT ISSUE (R) HEATED WATER R403.5.1 WHERE APPLICABLE,INSTALLED N.A.WITH THIS PROJECT 1 : In exterior v:ads ba&insulaton Shai:De tut neat!;to?!t CIRCULATION AND TEMP AS PER R403.5.1 MAINTENANCE SYSTEMS MECHANICAL LATCH TO PRESSURE Fluinbing and wiring - around Wrong and plumbing of tnsulercri that or AUG 21,2023: MECHANICAL R403.6 BUILDING SHALL BE PROVIDED WINDOW/DOOR VENTILATION(4% SEAL AT WEATHERSTRIPPING Installation be nd piping g nd wirt0 avaaaoie space sr all VENITLATION WITH VENTILATION THAT MEETS MIN OF FLOOR AREA)HAS BEEN extend behind pip rig and vvrnng AS-BUILT UPDATE SEALANT THE REQUIREMENTS OF THE 2020 PROVIDED IN COMPLIANCE WITH ", The an barrier iris ailed at ealarso ~ales aglacent to Extener walls ad(acens k�srA;iti�ers and cubs seat#be RCNYS R303 Showe,,lub On exterior wall Showers and tuois shalt separate the a.ali from tite ShOtrer or . EQUIPMENT SIZING AND RA103.7 HEATING AND COOLING SYSTEMS THIS INFORMATION PROVIDED BY quo nsuated- ' Electrica'phone box on The air Carrier shali'Ue irstaocd behind e!e_in=.cal and EFFICIENCY RATING ARE REQUIRED TO BE SIZED HVAC CONTRACTOR Communical"WXeS Atema.iveiy.air sealed ocxes st,.aii - I USING MANUALS/J CALCULATIONS ---MANUFACTURED PULL DOWN STAIR t i exterior R'ati5 LIGHTING EQUIPMENT R404.1 NOT LESS THAN 90%OF THE ALL NEW FIXTURES INSTALLED r tie Lns;alisr, LAMPS IN PERMANT FIXTURES SHALL COMPLY WITH THIS VAC supph•and return register boots that penetrate i ----------CONTINUOUS MINIMAL SHALL BE OR SHALL CONTAIN SECTION HVAC regtsei 000ts butlding thermal envelope shall be seated c the sunioor. - HIGH-EFFICACY LAMPS(I.E_LED OR CFL) "wall coveting or ceag,penetr atea Jy the boot. EXPANDING FOAM AT ,rur b reaueeata bEseaz ,tCftcealeC 5T2 spnnKters shall WINDOW PERIMETER PILOT LIGHTING R�t•04.1.1 FUEL GAS SYSTEMS SHALL NOT OWNER/GC SHALL PROVIDE � i- cEIUNGGYPSUM BOARD HAVE CONTINUOUSLY BURNING EQUIPMENT(STOVE I.E.)THAT ASAiRBARRIER anrj seated in a n e that is recommen`ed by tine PILOT LIGHTS COMPLIES WITH THIS CODE Concealed sprinkters rrahu'acruref.Caulking Or other adnesive sealants snail not - .S.ECTION --_ _- .. -. __-____ -_ --_--.CONTINUOUS BEAD OF SEALANT be Used to gi was between fire Sprtrikier cow,;4ates anc AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR ----------- --._-_- -.----------_ __.._..-----------' '.tales 3:ceilings. I COMPLIANCE METHOD I1r� TOTAL UA-ALTERNATIVE(RES-CHECK ATTACHED) -- - ----CONTINUOUS BEAD OF SEALANT l i WINDOW UNIT AS VAPOR RETARDER R�402.1.i AS PER R702.7 CLASS i OR 11 VAPOR RETARDERS ARE NOT ' _ AIR BARRIER-SEE VAPOR RETARDERS ARE REQUIRED AS PER CODE BUT USE REQUIRED ONLY ON THE INTERIOR OF VAPOR RETARDERS SHALL NOT PLAN FOR STYLE/SIZE SIDE OF FRAME WALLS IN ZONES CONSTITUTE A VIOLATION OF -------CONTINUOUS MINIMAL EXPANDING FOAM A7 - M4,5,6 AND 7 MODE WINDOW PERIMETER MAXIMUM FENESTRATION R402.5 0.48 REFER TO WINDOW NOTES CONTINUOUS MINIMAL U-FACTOR SHOWN ON FLOOR PLAN PAGES EXPANDING FOAM AT O MAXIMUM FENESTRATION R402.5 0.5 REFER TO WINDOW NOTES SHGC SHOWN ON FLOOR PLAN PAGES PLUMBING PIPE - WINDOW PERIMETER TOTAL UA-ALTERNATIVE R402.1.5 A RES-CHECK OR MANUAL J A RES-CHECK OR MANUAL J V- RES-CHECK ATTACHED PROVIDES THIS INFORMATION PROVIDES THIS INFORMATION EAVE BAFFLES ) R402.2.3 BAFFLES ARE REQUIRED FOR AIR- BAFFLES SHALL BE INSTALLED AS TOP PLATE-- PERMEABLE INSULATION IN PER OVERHANG DETAILS SHOWN ATTICS ON THESE PLANS AIR BARRIER EXPANDINCr--" I: ------- -AIR BARRIER-SEE ■ ■ ACCESS HATCHES AND R-402.2.4 DOORS FROM CONDITIONED TO A SOLID DOOR IS PROVIDED AT FOAM SEALANT � PLAN FOR STYLErs¢E DOORS UNCONDITIONED SPACES SHALL THE TOP OF THE STAIRWELL AND WALLSTUD---' +�- BE WEATHERSTRIPPED AND IS SHOWN ON THE RES-CHECK a-+ INSULATED TO ALEVEL SOFTWARE FOR UA-COMPLIANCE AIR SEAL UNDERLAYMENT w O EQUIVALENT TO THE INSULATION - CONTINUOUS MINIMAL ON THE SURRO'UNDINGSURFACES EXPANDING FOAM AT OR SHEATHING WITH Z O MASS WALLS R4022.5 EXEMPT THIS PROJECT DOES NOT LJ WINDOW PERIMETER APPLIED SEAM TAPE AND O CONTAIN MASS WALLS WiNDOW FLASHING FOR 4- Q STEEL FRAME CEILINGS, R402.2.6 EXEMPT THIS PROJECT DOES NOT COMPLETE AIR BARRIER O- FLOORS AND WALLS CONTAIN THESE ITEMS a tu FLOORS R402.2.8 FLOOR FRAMING CAVITY INSTALLER SHALL CONFIRM INSULATION SHALL BE INSTALLED COMPLIANCE WITH THIS SECTTON. +� Q O -_-- -------------CONTINUOUS BEAD OF SEALANT TO MAINTAIN PERMANENT AIR SEAL AT TOP PLATE PIPE PENETRATION' GYPSUM BOARD W CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR TAPE/SPACKLE Q BASEMENT WALLS R402.2.9 WALLS IN CONDITIONED N.A.WITH THIS PROJECT- CONTINUOUS BEAD OF ADHESIVE AS AIR SEAL I•-- p BASEMENTS SHALL BE INSULATED UNCONDITIONED CRAWLSPACE FROM THE TOP OF THE BASEMENT W n� WALL DOWN TO THE BASEMENT - CONTINUOUS BEAD OF SEALANT �}. FLOOR i CONCEPTUAL AIR SEALING STRATEGY AT SLAB ON GRADE FLOORS R402.2.10 N.A.WITH THIS PROJECT ONE STORY CONDITIONS WITH WOOD FLOOR STRUCTURE JUL CRAWLSPACEWALLS R402.2.11 AS AN ALTERNATIVE TO N.A.WITH THIS PROJECT --ELECTRICALWIRE -- - ---- INSULATING FLOORS OVER CRAWLSPACES,CRAWLSPACE - SEALANT WALLS CAN BE INSULATED. -TOP PLATE MASONRY VENEER R402.2.12 EXEMPT THIS PROJECT DOES NOT l o CONTAIN THESE ITEMS FEXPANDING ANT SUNROOM INSULATION R402.2.13 EXEMPT THIS PROJECT DOES NOT CONTAIN THESE ITEMS --------WALL STUD FENESTRATION R402-3.1 N AREA-WEIGHTED AVERAGE OF N.A.WITH THIS PROJECT- w FENESTRATION PRODUCTS SHALL RESCHECK OR MAN J PROVIDED CONCEPTUAL AIR SEALING STRATEGY BE PERMITTED To SATISFY THE U- - --_ ___- _ __ -- -----CONTINUOUS MINIMAL AIR SEAL UNDERLAYMENT } Q) FACTOR REQUIREMENTS EXPANDING FOAM AT OR SHEATHING WITH }- O R402.3.2 N AREA-WEIGHTED AVERAGE OF N.A.WITH THIS PROJECT- ONE STORY CONDITIONS WITH WOOD FLOOR WiNDOW PERIMETER O FENESTRATION PRODUCTS SHALL RESCHECK OR MAN J PROVIDED _ STRUCTURE I APPLIED SEAM TAPE AND WINDOW FLASHING FOR BE PERMITTED TO SATISFY THE u I COMPLETE AIR BARRIER W O SHGC REQUIREMENTS Q t R402.3.3 UP TO 15 SQUARE FEET OF THESE EXEMPTIONS ARE NOT -� GLAZED FNESTRATiON PER PERMITTED WITH THE UA- Q O o DWELLING SHALL BE PERMITTED ALTERNATIVE APPROACH ______ 7- Q= TO BE EXEMPT FROM U-FACTOR FOLLOWED WITH THESE PLANS AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION WINDOW UNIT AS ` - AND SHGC REQUIREMENTS. - -- -- - - -- -- A -_ - iWITH CONCRETE/SLAB FOUNDATION; R:402.3A ONE SIDE-HINGED DOOR THESE EXEMPTIONS ARE NOT -- covnriuousaFADorsEALANT AIR BARRIER-SEE PLAN FOR STYLE/SIZE ASSEMBLY UP TO 24 S.F.IN AREA PERMITTED WITH THE UA I IS EXEMPTED FROM THE U- ALTERNATIVE APPROACH O FACTOR REQUIREMENTS. FOLLOWED WITH THESE PLANS INSULATION R403.3.1 SUPPLY AND RETURN DUCTS IN HVAC CONTRACTOR SHALL CONTINUOUS MINIMAL C O ATTICS SHALL BE INSULATED TO A DEMONSTRATE COMPLIANCE - EXPANDING FOAM AT - - MIN GREATEWHERE 3"IN DIAMTER WHERE LESS WINDOW ANDWITH THIS SECTION coNnNuousBEADOFSEALANT WINDOW PERIMETER R AND THAN 3"IN DIAMETER. !] (� DUCT LEAKAGE RI403.3.4 THE TOTAL LEAKAGE OF THE HVAC CONTRACTOR SHALL W DUCTS SHALL IS GOVERNED BY DEMONSTRATE COMPLIANCE ( Z THIS SECTION WITH THIS SECTION. ALL DUCTS -- CEMENT 13ACKER BOARD -- - --- -TO BE INSULATED AS PER Rao3.3 - �-' ---- ------CONTINUOUS BEAD OF SEALANT LAIR SEAL STRATEGY USING ONE OF THE ---- --------- HOT WATER PIPE R403.5.3 R-3 MIN PiPE INSULATION IS PLUMBING CONTRACTOR SHALL --- ruBsuRRouNDFINISH �ITH CONCRETE/SLAB FOUNDATION INSULATION REQUIRED ON>3/4"PIPING,PIPING DEMONSTRATE COMPLIANCE FOLLOWING EXTERIOR AIR SEAL PRODUCTS AND O TO LOCATED OUTSIDE CONDITIONED WiTH THIS SECTION.ALL PIPES TO TUB UNIT METHODS: Wv •+ HEATER PIPING FROM ST MANIFOLD, AIR BE INSULATED - ''- n AIR SEAL UNDERLAYMENT a �° UNDER SLAB PIPING,AND SUPPLY! I. f_ OR SHEATHING WITH 1. ADVANTECH ZIP SHEATHING WITH ALL SEAMS �� TUB 9gRROUND-- _ APPLIED SEAM TAPE AND -.--. TAPED AS PER MANUFACTURERS INSTRUCTIONS.' 3, RETURN PIPING IN RECIRC CONTINUOUS BEAD OF SEAr1WT---- ---_ BEYOND � SYSTEMS WINDOW FLASHING FOR AIR SEAL STRATEGY USING P W C lily' COMPLETE AIR BARRIER i2. HENRY BLUESKIN AIR SEAL UNDERLAYMENT ] [NY)N710$.3.ri(R403.3.8)DUCtsbailedWithinCer11ti9rn4LLta90n. PROVIDEBLOCKIN GAT STUD CAVITY AT-_- ;STANDARD - LY- OOD,OSB WITH ITT 1 WITH ALL SEAMS SEALED AS PER t °. TUB AT EXTERIOR WALL r SEALANT AS AIR BARRIER �.- b"dhere supp y and return air ducts are partially of c smp etaty buried n ceiin tg Insultton,such ducts sham comply vidh al Of the foilotving �••w�.a>: -- ----„<-nEMENTBgARD _ MANUFACTURERS INSTRUCTIONS 1 Tne supply and return duct shall have.an Insdaat,On.,R-value not less than R-$ �3. LIQUID-APPLIED UNDERLAYMENT WITH ALL � �� � �'�• .-'� 2.At al;points along each duct the sum of the celiing insuiation R-values agwrist and above the top of t°ie duct, and against and below the bottom efthe duct sna;:be not less that R-?0,exicud'ng tha P-value of the duct nsutatiO INSULATED EXTERIOR STUD WALL SEALS MESHED/SEALED AS PE R MANUFACTUERS INSTRUCTIONS CONTINUOUS BEAD OR SEALANT N7903.3.6,1(R4W.3�i.9)EthctiivaR�lratua of iieWy burred ducts. i4. SPRAY FOAM FLASH/BATT WITH 1 1/2" MIN OF Where using a simulated energy performance analysis,sections of ducts that are instaifed In accordance with Section N1103,3.6, R -EXPANDING FOAM CLOSED CELL INSULATION (R1 d)AND 3tI RELEASE DATE: located dii y on,or within 5.5 inches(140 mm)of the cei iitg surrounded with biown-rn attic insulation having an R value of R-3J or WOOD FRAME FLOOR ASSEMBLY-- reater and located such that the too of the duct is not Less than 3:`Inc^es (89 mmi beiov' the top of the insulat+on sha`I be UNPAGED R13 BATT INSULATION FOR TOTAL R23 1 23 2024 considered as having an effective duct insulat=on R-value of R-25. `+ ICONCEPTUALAlR SEALING STRATEGY AT TWO STORY CONDITIONS N110".7(R403.3.7)Ducts located in conditioned space. - For ducts to be considered as inside a ccndttsorre,�t space,such ducts shall comply with either of.the fallowing i.The duct system is located completely within the continuous aruarrrerand Within the oulidirto thermal envelope --- -_-_- - - _ 2:The ducts are buried within ca;.Itng Insulation in accordance with Section N1103 3.6 and alit of the follaivir tg conditions exist jA1R SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING I!SECTION SHEET -�1.,The air handier is located completely within me contrnwcws air barrierand Within the building theiniai einvelope. _-- --- - --- - 22_The duct leakage..as measured either by a rough in test of the ducts or a post-construction total system leakage test to outside the&iIcf rig thermal snvefooe i7 accordance with Section IN tt03.3.4 is less than or equal:to 15 cubic feet per minute;42°L min; per 100 square feet 9 29 nr'j of conditioned floor area served by Me duct system. }-� AIR 5 EAL D ETA I LS 2 3-The ceibno insuiattm R-+ialue Installed against and above the Insulated duct is greater than or equal t0 the proposed ceiling A5L/ DO NOT SCALE - ---- ---- `- -- CO2 insulation R-value,less the/7-vaiue of the insulation on the.duct FIELD UPDATE 5/21/23: PLAN GHAN6E5 A5 FOLLOY45: # ! 1. REVI5ED DECK FRAMING AND PIER LOCATIONS 14„ NOOD DECK: dia 2. REVISED 15T FL BATH LAYOUTS 2X10 PT DECK 16"OG DIAGONAL 3. BATHROOM ADDED IN NEW LOWER BASEMENT 5 OUTH PORT DESIGN (2)2X10PTG1RDER5 BRACING F` 4. MINOR COLUMN AND PAD/FOOTING CHANGE5 6X6 PT POSTS NOTCHED - 15. DOOR ADDED NEXT TO FIREPLACE @ 15T FLOOR 120 N Ocean Ave AND BOLTED TO GIRDER5 { WITH METAL CONNECTORS 1 9, 6. MINOR ALTERATION5 TO MASTER BR LAYOUT Bayport, NY 11705 A5 PER DETAILS sr., _ 631-419-6158 � 1b., sdsinc@optonline.net dia Fig Loo - -- GALLOUT DE5GRIPTION 3�F R & W Engineers, --- - -- ------ �' 6.. P.C. FTG 1 24"x24"x12" PG FOOTING - - - ----_ 380 Townline Road FTG 2 16"x18"xl2" PG FOOTING ry Suite 150 14,r Hauppauge, NY FTG 3 12"x12"x8" PG FOOTING �oc�° ,�� ��' aia s� 1 11788 X (631) 969-8535 ----I ---- - — - - --- / .� / (631) 969-8518 (Fax) ! �112"x12"x12" BEARING PLATE AT0+" dia Bpi jBA5E OF COLUMN 5ET ON EXISTING 4" PG FLOOR --- - -- ---- --------- 10d r / \ C (���.[� g. SEPT 21,2022: 5/16"x6"W' BEARING PLATE AT FULL HEIGHT \ �'�s` �.`��a° B� 9,� PERMIT ISSUE BP2 BASE OF COLUMN 5ET ON FOUND YVALL EXI5TI NG 4" PC FLOOR all footings 12"dia -_, Jc / \ \ 1 FEB 27,2023: unless noted-top of footing should be 4' / �� \ i ''o, PERMIT ISSUE(R) above grade L 14" i �e���'� dia `Q� 0� �0�� / / \ DECK FOOTIN65: AUG 21,2o2s: AS-BUILT UPDATE 0-4- 0t, �-0 ��'' ��0 / �� V \ \ � 14"DIA PG,36"BELOW GR SIMP50N ABU66 P05T BASE 1/2"X 8"ANGH BOLTS > > T F VC e i bC 1� <d ti� i � LA c HD f 0b DRAINAGE(DIMPLE) ( -F } -- ND WATERPROOFING MAT, AND FOOTING DRAINAGE `'� rG: / \ ✓ :" i� / i% REQUIRED THI5 510 �, /�� \-\IN \ \ BATH � FTG 1 s SOLID BLOCKING j� SO FT 4iA S�� s�yY BETWEEN FJ AT COL LOG FTG 3 i r ;. �\ c - = — \ .: �i g _ FULL IGHT i i s j . m--,F D GOORD 16,10--- FOUN MA50N T Lu _' �` o✓ sp v \ PLACEMENT OF 5EWER C m o \ ` PIPE AND SLEEVE ,.'; � FTC,2 FP G L FTG 3 WITH SEPTIC GG � , _ EX BMT WDW + -S— — — — �S- — S S S t M�r A I Itu — — — — — — — — — — — — — — — — — — — — -I— — — —I— — ,— — — — -! ( FULL HEIGHT FRAME � � x ^ �., ., : Z — — — 5AWGUT OPNG FRAME FILL NEW 0 i I DN i' -_ �_ O THIS BEAM TO i 1 _ THROUGH TO NEW ( I WALLS SET ON 2-COURSE .T._ 1 CONTROL DEFLECTION 2XV5 AT REMOVED_ sD Co a° �,- ,r UNFIN SPACE BLOCK BUILDUP ON SLAB UNDER ISLAND-. -- STAIR 1 i ,�4� I I I I _ 1 1� i (2)2X8 1 ,4 MINIMAL WEIGHT BRG BP2 BP2 Bpi - - - - — (3)2X& DIMPLE MAT v to H- i - - - - - - - - - - - - THIS SIDE 3 1/2"5GH40 : UP a r a 5TL GOL Bpi (2) i 1/4"LVL : F ! " EA 51DE OF 5TAI _ �- 1 1/4 - 'k 4'-4 1/2" I I _ 2X10 FJ -. l) I I IL — MOVE STAIRS I I 1 b' OG I ;U n o lu 1L cc _ TO NEW LOG I I A T O Q ! x > l.1. NEW W FOUNDATION ALL I I �!= n CA tL ALIGN W1TH -- EL REQUIRED AT THIS I I _ £ x ! I I �� I I LOCATION tu WALL A50VE � - � - �= � I FTGS � i i I I i 5TEP 2.1 o— L I ALL FTC75 - - - - - _ '' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MIN36 LOWGR NI I I I BP2 Bpi EXIST GIRDER I I Cx24 I HD, Ln } O II co �► 26'-4" -- -- ---- - --- ---'Ir 1-1'-9 1/2" ------ I co Cl) I I z I I r - - -I I �' I f B LU - o I I IX C4 X n D z cr �� -�� PON— co LU - NL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � T { ° — y w t, _ s EXIST 3 T. 58-0 1/4 - ---- - - —--- ro >e . W ` y 680 IY k l nEc :' y FOUNDATION PLAN fll1c: p{�ENW p _. __ __--_- _ ry,46 "MR. f'�L P" ••9 � i rk C"", CM��+fp el �L f:Fsr"'Q E'rosre � r'`^'e g 5 r. ' ,de.., x cx.,. �? n'x z i .aw.�l�z n as•E^sn a '¢ '"EG.'3 e - ..e';s^a ; .,_ . SCALE.7!4-1-0 , ,,,,,,,,,,,,,sz..� .:�..... ..110-...,. ,ME E. r, E•.rF -,"z, z ,,; ,, ,..L. :. :............s,,..c_ 1' ,. _ . -. m,5, ,x..... . RELEASE DATE. ':,•� >z.,v ,..,_.,.,;z ,-.,bso�,,..,. as- --� .. nE:.:.,-;:r.s'.� o z:,...:.w.:,•;'e� .., 'S.,.sa3;':3c...: .: -s.... .e, .,..e...a. ^�'.- -��-�- -r. �- •,.s^�•.'�,", ,... ,. z..yr...�.. - ,.:::. ...y�..es:`�.,,,, ��..,.:,e.. - r. ,.u.,..�r...„[-. . m ,.0 ,' ^: 1/23/2024A_1 ALL FTGS MIN '�, 5TEP FTG Elevation 1 NOTE APPROX / —jag FIN GRADE 36" BELOW GRADE 2:1 SHEET: �- 1 -- ------- --------._----- FIELD UPDATE 8/21/23: PLAN GHANGE5 A5 FOLLON5: 14 , 1. REYI5ED DECK FRAMING AND PIER LOCATIONS ? . 2. REYI5ED 15T FL BATH LA'I'OUTS 13. BATHROOM ADDED IN NEN LOYgER BASEMENT 4. PORT MINOR COLUMN AND PAD/FOOTING GHANGE5 DnIGN j 5. DOOR ADDED NEXT TO FIREPLACE @ 15T FLOOR 120 N Ocean Ave Ib. MINOR ALTERATION5 TO MA5TER BR LAYOUT ,�� Bayport, NY 11705 631-419-6158 sdsinc@optonline.net EXTEND ROOF HS(X2) OVER FP BUMPOUT- (3)2X4 RIDGE POST TO HDR--- R & W Engineers, INSTALL THROUGH-ROOF - VENT/FLASHING AS P.C. PROVIDED BY FP MANUF 1ST 2X4 EXTENDS DOWN ; 380 Townline Road __ FACE OF LVL HEADER Suite 150 Hauppauge, NY 11788 BLOCKING MIN - -- (631) 969-8535 48"OC I LVL HDR (631) 969-8518 (Fax) CJ AS PER - --AS PER PLAN PLAN--- 4- , . SEPT 21,2022: PERMIT ISSUE %y T cy SEE POST_ I I FEB 27,2023: DETAIL ' PERMIT ISSUE(R) GRK RSS 1/4X3 GABLE WALL OR EQUAL(X3) AUG 21,2023: FRAMED ABOVE AS-BUILT UPDATE THIS BEAM FJ � RIDGE P05T DETAIL 5CALE.1„_V-0„ ti e� SEE POST - DETAIL KNEE WALL TO 6'7,6"pjo CO ' -- BELOW TRIM EXIST RAFT TO NEW HDR AND SET IN MTL HANGERS l i AI U- vqll- III 5EE P05T LU t~L \ DETAIL !Y 1~i V Iv t \ / F 10 ,� O tL �;O F os 9 1/2"LVL RIDGE z Q P05T f) LU BOLT -- ----- soup �.o c RIDGEAND Q w \ aX � cy X 1 HIP AT Q ' -- THIS LOCATION L~L z NAP J � �� (3)1/2"DIA BOLTS v O - -- - — ------- - --- ---- -----� 11-A� N:o \ / 4—EXIST $_NEA ♦ w ~ Q FRAMING FRAMING i z L i`� , v � T tU NDL w I REPLACE ALL N FLASHING AT wl '4 EXIST CHIMNEY O WE lu' z ti n n� ! O L z iinO 10 X cy Xoa "' W N 1-'D } O � j 1 WO - Q Q O z q. In OI � Q O UPPER ROOF PLAN O RF1 5GAc`:,>� T�-- - - - - - ---- - - --- ts' � { z v O 24"MIN I I IC2EIWATER i FIBERGLASS ROOF SHINGLE ICEJWATER I. ►I AS CHOSEN BY OWNER OVER ASPHIFG ROOF SHINGLE 'I OVER MANUF APPROVED UNDERLAYMENT \) I ICE AND WATER SHIELD MANUF APPROVED I UNDERLAYMENT p y\ MEMBRANE AS PER ICE AND WATER SHIELD R905.1.2 j MEMBRANE AS PER RAFTERS AS PER V AIRSPACE I I ICE AND WATER SHIELD ` j ROOF PLANREQUIRED-—- -- `i R905-1.2 , RAFTERS A5 PER MEMBRANE-SEE ROOFING -� FIBERGLASS ROOF SHINGLE REQUIRED �, --- NOTES �, `' I ;r' j' , ROOF PLAN I � � L-% � AS CHOSEN BY OWNER OVER - —_ t MANUF APPROVED METAL DRIP EDGE-----� \ 1 ,� `>` METAL DRIP EDGE -- I UNDERLAYMENT I / i 0 F 5dy MATCH EXIST r} ALUM CLAD 1X8w ALUM CLAD 1X8 FASCIAS Wl n,. i ' OVERHANG------- PRIMED FASCIA WITH ------- INSUL AS ALUMINUM GUTTERSi f INSULATION DETAILS �•/' �/ I 1X2 SHADOW BD BAFFLES SPECIFIED �, I - -..:- -'! ►.: � �� INSUL SOFFIT INSUL SOFFIT j DAM AS PER N1102.2.3 4 — CEILING JOISTS AS CERTAINTEED SOLID DAM AS PER N1102.2.3 FIR DOWN AT SLOPES SPECIFIED VINYL SOFFIT MIN 8114"INSUL AND 1"AIRSPACE(R30-c) CERTAINTEEDINVISIVENT_ I 12'DRYWALL I I 4 RELEASE DATE: VENTED SOFFIT VENTED VINYL t s-- SOFFIT OVERSIDING (OWNER CHOICE) --- -- J / I� _-__ _I.. H�TMP }A ` CEILING JOISTS AS FINISH INSIDE /f _ _SIMPSON SPECIFIED SIDING(OWNER CHOICE) I I I - {. i / / � SIDING AS CHOSEN BY � I 1 r�3 2 0 2 4 WRAP/UNDERLAYMENT OWNER OVER MANUF -- APPROVED UNDERLAYMENT SIDING AS CHOSEN BY ' H2ATYP ( FINISH INSIDE OWNER OVER MANUF AT FLAT CEILINGS ( APPROVED UNDERLAYMENT 1/2"DRYWALL AT VA ILINGS 1 ( FINISH INSIDE I OYERHAN& DETAIL5 I AT RAKES OH1 DO NOT SCALE"_ SHEET: A-4 SOUTMPORT PESIGN 120 N Ocean Ave Bayport, NY 11705 631-419-6158 sdsinc@optonline.net ----(2)2X6 HEADER HEADER LVL — r s10 1r4 P C.RAMS CROWN �; — ,- 5/4 PVC 380 Townline Road �� \•, (2)9 1/2"LVL HDR-- --- GRK RSS 3/8"X 5" e 1 0 - 1s-OC Hauppauge,Suit 5 1/2"AC PLYWOOD_-_ ge, lV j W/PTD FINISH r7 � u au I I. 11 88 i R3s: (631) 969-8535 � ' + •II illill � t I-i Irl( •l. t..l, )i.-r :r{il R38 I , cif I�, I �I .'�r i, — 4 _ ,i� —_--., 1 i t (631) 969-8518 (Fax) - _ TRAY GLG THIS ? v I - ROOM TO CONGEAL VALLEY - 1 ` -- SHADED-(2)LAYERS 3/4" ( I -R131NSUL J - ? _ ADVANTECH GLUED j"/. ANDERSEN _GRK RSS 3/8"X 5„ SEPT 21,2022: WINDOW UNIT TOGETHER WITH ADVANTECH- 16"OC -- AX2251 -- ! i ` ( - - -- ADHESIVEANDII/2"RING % i _. ` PERMIT ISSUE _ I CYN14 - - SHANK NAILS - O _-. I r I � Z _ _- '�THIS 2X4 CONTINUOUS It I I I ` TOP TO BOTTOM �A$fEB ' }, ;LIVING BOX WINDOW FEB 27,2023: ROOMROOM o PLAN DETAIL I ,, THlszx4sroPSAT3r4- PERMIT ISSUE(R) -_.__ -ADV SILL BOARD AT -- 2bb8 ! -- „ 1 1 ® 6068 i 3 AT WINDOW BOTTOM OF BOX WINDOW AUG 21,2023: -- { ----- i AS-BUILT UPDATE I - INA IIt, FULL HEIGHT VC SILL 2X10 FJ 16"OG _ ! `\ I, ' FOUND WALL GRADE ON T�51DE slu(No PLY I / ' P ® wc24 -R79 BATT IN5UL - - s'-s v2" ----- - - ; I TH15 51DE - WILL DICTATE HEIGHT -_ 314 ADVANTECH 2 2X4 TO \I r- - - - �OF REQD DRAINAGE �.-� r-`.- r ♦ ------ --ESTABLISH BOX RO i MAT AN WATERPROOFING, r �` /, i r WINDOW RO-THESE D (2)2X8 HDR IN DO NOT SUPPORT HEADER - L_ . ._ _ _ _._ I - - - HUC2&2 HANGER - - -_- - --- ALIGN WITH TOP - _ ._--I ) _ EA END-SEE PLAN I --- - - -- c- _ OF EXISTING FOUND __ , - " _ 1 I INNER 2X4 GLUE j WALL { 2X8 16'OC— 1 f I 1/t AND NAIL TO----- I -_ ' ' i 3/4'PVC PLYWOOD LAM ! N � R19 INSUL i (2)LAYERS 3/4- TOP - -'- , ' - - --- - --- - - PLATE OF_ ADVANTECH GLUED I WALL ROUGH OPNG _, „ -,_,.'�"'r• �, ': i !; _ I � --- - -TOGETHER WITH ADVANTECH I :. ADHESIVE AND 1 112"RING SHANK NAILS 3/4"PVC 1/2 PLYWD BOX WINDOW A SECTION VIEW PLAN DETAIL n - AT LOWER HEADER, Q D SCALE:TA"=T=D" -BOX WINDOW w SECTION DETAIL Z O a Q w A tt Q r _ r 6.4 - RIDGE P05T --RIDGE P05T tl! (V l 'lnnl 1 lii I ! r ,If op ,'1 �(3)11 i18" (5)9112"LVL BEAM'D' � Z LVL IN GLG IN CEILING — — . - - NOTE LOG „"r' u: 1 ��� w 0 �_ A J o -- O cx16 LIVING ! DINING rENLARGED O O, -- ROOM ROOM ° © KITCHEN I L I / \ / EXISTING LI1 In /, \ " .' SUNROOM ®oi N e- i 2668 2468 y ! _ NEW 2X10 FLOOR T - i / I � I FRAMING � I ,Z -:r_, I - -- ------- UJI - — — — — — — - I t Z ,I I, i i r 14: �.i' i{' I 'I -1 I li •h Vflj �Jjj I 1. .' .a'. }I 'I V I I I .a I' I• --_ -_ -T T-EXISTING 2X8 FRAMING 2619PT — -- FILL IN A5 NEEDED -' __ PROPOSED-- ._-- _ EXISTING � �3obe I _,___._ _� -' } ��'°.�' �•„ ,�„ -__ ,____-' NEW SLAB 15 LOWER CELLAR CELLAR - /. / r / / / �`/,, r r ' � :�• r L_ THAN EXISTING ,.// �i iff\/\;, / / r. .r r,\i, ✓ r !\ DO NOT UNDERMINEIP _� d' I ,J/\�i\.y r,�!\/\�.\ \/.' /'%/Jf.�'1 rr.•i✓// / l/v';�/,�'J'/,'/'!/ -.'•5_ OR ALTER EXIST FOOTING I ;- I s`' C`4 .. r .i �— .---r•'--- _ .......,-. ... ....; ... - , ,. , \ .� \ \ram\ . ------------ it r 7 --AL 4 \ , / \ ✓. \ '\ '\ . \ \ \ \\/ /ACT \!�`\ !\ \J \ „ \ , < r. \, \ \ \ � \ , \ \ \ . \. \ \,\ / / / r /\ \, \ < \ \ , ! . \ \ „ � \� \ \ \ , \ �, � RELEASE DATE. /\ \ \ \ \ \ / . / / r / ? \ , 1 2 2 \ \ �?z,.`,:-.,,•,� ..v�?v,a, . ,.x,.: ,., ..;., , .., .,?` , _ ,,._n, ,.r.,. /_, ,-, r,. f, ,� , , _ ._f ,. .NT��TwT,.�/� SECTION VIEW SHEET: A-6 U iI..I.Y^1� � __)0UTt1P0RT D�51GN - - — 120 N Ocean Ave I J Bayport, NY 11705 631-419-6158 < -- EXIST FJ sdsinc@optonline.net CS20 COIL STRAP -' WRAP UNDER PLATE,TURN -- j UP INSIDE AND NAIL TO PLATE %c-- -- EXIST HDR FINISH FLOOR AS R & W Engineers, FINISH FLOOR AS Y R P.C. SELECTED BY OWNER SELECTED B OWNER SIMPSON SDS 1/4X4 5.25"X 8"X 1/4"STEEL PLATE BOLTS INTO HEADER TO SUPPORT BEAM WITH FOUR 380 Townline Road _.._. __. ---- 3/4' T&G SUBFLOOR /l - — 3/4"T&G SUBFLOOR HOLES TO ACCOM SDS SCREWS Suite 150 Hauppauge, NY - -J _--- - - - FLOOR JOISTS AS FLOOR JOISTS AS � __ 3 1/2"DIA SCH40 i INDICATED ON PLANS 1 ♦— - INDICATED ON PLANS STEEL COLUMN 11788 f--- - -- R19 MIN INSULATION (2)2X6 PT PLATE R19 MIN INSULATION YHFtAP UNDER PLATE,TURN - WITH COPPERTEX-- I ; (631) 969-8535 3 969 8518 (Fax ) UP INSIDE AND NAIL TO PLATE SEALER/FLASHING # ` (6 1) - - 3/4"BOLTS MIN 6" 8X8X1/4"STEEL 1 INTO CONCRETE FTG ; BASE PLATE FLASHING OVER FINISH FLOOR A5 L, _ SELECTED BY OWNER TOP OF LEDGER NON SHRINK SEPT 21,2022: GALV.METAL oo #6 REBAR i r --- HAN6ER5 TYR \ 3/4"T&G 5UBFLOOR \ ( GROUT PERMIT ISSUE !, _-- AS PER R40�i.1.6: � CS20 COIL STRAP CONT-3"CVR \ ,.' r LEDGER-LOK ANCHORS — _ 1/2"ANCHOR BOLTS 6'-0"OC MAX WRAP UNDER PLATE,TURN \ FEB 27,2023: AT 16"OG STAGGERED - } -- -- - FLOOR JOISTS A5 UP INSIDE AND NAIL TO PLATE _ 7"MIN EMBED / PERMIT ISSUE (R) TOP AND BOTTOM - ---- INDICATED ON PLANS 3X3 WASHERS I ; APPLIED DAMPROOFING REQ'D MTL HANGER5- S R21 MIN INSULATION (2)2X6 PT PLATE F GRAVEROM L NE AS PER NYOF FOOTING 3---_--- i - AUG 21,2023: t ---, AS BUILT UPDATE /„ ./ CODE SECTION 406.2 WITH COPPERTEX SELF-ADHERING / SEALER/FLASHING E ROW REBAR ' FOOTING AS _ EA DIR-SEE SCHEDULE BITUTHANE MEMBRANE PER SCHEDULE BEHIND MIN 2Xb P.T.LEDGER ` ( y #6 REBAR � DTT1Z DECK TIES J - CONT-3"CVR AS PER R403-1.6_ - 8"PC FOUND ANCHOR BOLTS CAN MIN QTY 4 AND ONE j ____ EXIST 2X10 DIMPLE MAT OVER -- 1 f2"ANCHOR BOLTS 6'-0"OC MAX FLOOR J015T 1 REQUIRED DAMPROOF WITHIN 24' EA END 7"MIN EMBED 4"REINFORCED PC SLAB OVER _ BE J-STYLE OR -- - COATING SEE DETAIL THIS PAGE 3X3 WASHERS 6 M 4"REINFORCED PC SLAB OVER i \, MIL V.B.V B ON 4' GRAVEL USE EXPANDINGSHIELD ALL DECKING LUMBER 6 MIL V.B.ON 4"GRAVEL ANCHORS-MIN 3"PENETRATION TO BE PRE55URE TREATED - --_ -_ -_ --#2 OR BETTER 5YP OR OF -- -- ---- --' I, DRAINAGE PIPE APPLIED DAMPROOFING REQ'D 41 \\ COMPACTED SOIL _aF DECK LEDGER TO FRAMING FROM TOP OF FOOTING TO - N 2 - 8"X16"FOOTING WITH AS SHOWN-MIN WHERE APPLICABLE GRADE LINE AS PER NYS �. 3/4"A36 BOLTS CODE SECTION 406.2 KEYWAY MUST BE SET CLEAR DISTANCE I I 1 1,2 + ON UNDISTURBED SOIL AS NOTED • ' UNLESS NOTED ALL 8"PC FOUND FULL HT (2)ROWS#5 REBAR CONT FOOTINGS ARE 24'x24"x12" t> • T FOUNDATION I -- C 'i —4' ! I 0 - ----' 8x8xl/2"STEEL `—� BASE PLATE O 3 1/2"SCH40 STEEL r TUBE COLUMN (3)ROW REBAR Q �L EA DIR-SEE SCHEDULE � w � to ---8"X16"FOOTING WITH KEYWAY MUST BE SET A ON UNDISTURBED SOIL (2)ROWS#5 REBAR CONT to O FOUNDATION 7- j� O H2.5A WITH FRAME CONN 2X10 PT DECK J 16"OC ABOVE TO FJ IL w z Q, O Q IL ! FASTENMASTER W !� ! ---TRUSS-LOC SCREWS 3"OC-2"MIN TO TOP OL R d - 6X6 PT POSTS w N d z L ABU66 POST Q BASE-SECURE TO �' O CONC PIER WITH Q CJ TAPCON 3/8"CONCRETE ANCHOR MIN 6"EMBED Z }— Ul O � o o GRADE N W v 14"DIA PG FTG E IN TUB _ _ -� w FORM Q o s ' Z ' g "• '3 . in C. 0 t • 1-2 SET ON UNDISTURBED RELEASE DATE: --------- ------ . _ SOIL DECK GIRDER/POST/FTG CONN'N '' 1/23/2024 SHEET: A-2 CONSTRUCTION (TYP) ' f NEW RAFTERS g` - TO NEW HIP FLOOR- --- EX15T \ -- � NEiN 2X10 FJ 16"OC RIDGE \ I 3/4"GDX 5UBFLOOR INSTALLED USING SOUTt1 PORT RING-SHANK NAILS AND SUBFL DESIGN r BRAGING -.— - i \ RAFTERS REMOVED ADHESIVE 120 N Ocean Ave 48 OG - DE SEE Z i� ?� ROOF PLAN - - `� __ - MIN R19 INSULATION I Bayport, NY 1170E 2X4 FRAME WALL -- C FII IN�� _ __ sdsinc@optonline.net W16RAGING TO ' 3 1/2"X 11 TJS" � NOTE BEAM IN--- - _ _ — _ O ( ) EXIST RIDGE LYL BEAM `� '� BACKGROUND A5 -- _ Y _' 2X10 GEIL JOISTS 16 G U.N.O. PER PLAN IS AT��----- � __— 1/2" DRYWALL(T&5) -- - „ ;! = INSULATION AT ALL FLAT BRACING48 OG 8'0"GLG HEIGHT , ---- \ -- - CEILINGS R & W Engineers, FIR DOWN SLOPED AREAS AS READ q = _ ------- - -- — -- --- P C FOLLOri THIS SLOPE _ A _ ------- — ROOF: 380 Townline Road ALL5 ZX RAFTERS 16"OG(SEE Suite 150 YVLL5 IN MASTER EXTERIOR -- ---- - �I I t - �I REPL EX15T GW235 _ I i i�1 �I_- I' ROOF PLAN Hauppauge, N i _ pp I y d I - I (' IT.EQ '; ' GxlE 1/2"GDX SHEATHING ---- - — III -__ 11788 WOVEN ROOF UNDERLAYMENT 246b L41066— ® _ ® ' � j i I ' ' (631) 969-8535 4ebe-'��'i sobs ---- ----- ASPH/FG ROOF SHINGLE (OWNER CH) (631) 969-851 8_ a ) EXT WALL S: x 2X6 FRAME 1 b"OG _ _ --- - -- - --- --- ----- 1/16"OSB OR 1/2"GDX SHEATHING — — — --- MlI �I �tl I"� I: ;l J,,I i. 'i'j'' I LI' 'lt i� Il:tl iitr �' SEPT21,2022: - - - - - - - - - - - - - - _ - _ - - - - - - - ILI- - - - - �'E �I �� �'�.I FELTIUNDERLAYMENT A5 APPROVED `I _z u�u V - - - - - - - PERMIT ISSUE BY SIDING MANUFACTURER SIDING A5 PER GC/OWNER ES�.. 23:R21 BATT INSULATION PERMIT ISSUE (R) L — - - \ \ _ ;" AUG 21,2023: I 1 Y „ 306e INTERIOR DR WALL. 2" D �j AS-BUILT UPDATE 1/ RYWALL(T&5)A7 I 1 R WAL a, 1/2" MR GREEN OR PURP AT ALL BATH bb � �� - -- --- 30 � WALLS 1/2" CEMENT BOARD OR MUD BASE UNDER FLOOR TILE 1/2 CEMENT BOARD UNDER ALL TILE r 5EGTION VIEW SECTION VIEW A 5GALE:174"=1'-o- Ba 5GALE 774-=1'-6- z O Av � Q � Q � o z w � o � a lli Z v to 1— �n REMOVE STOOP Q '—AND STEPS LU !L � - DL REM REM REM , NEW LVL BEAM — REFER TO ROOF ELEG METER TO SUPPORT ROOF STRUC PLAN-PART OF ~-TO BE RELOCATED TURE-SEE = SECTION D ., EXISTING ROOF TO BE REMOVED REM :, O NOT - --- ' E THIS WALL TO REMAIN CV } r�`T O f =EXISTING WALL5 TO BE w �l ! I w REMOVED REMOVE STAIRS i I U EXIST r W AND SAVE TO BE Q O { MALL' RELOCATED ` Q O ;i j iI _ 5068 it� 266s 41obe .� I, ® ® WALLS TO BE '�'�"� REM ,� ��>r II _ --- - --- 6068 hh�, ' I REMOVED i \ -�', ---- --- . f Ai -. =, ---EXISTING; -- : I I� , , - ---- -- - ---- - _ REM n REM ,l i'. !',i ' I. i; {' co CID — — _ EXISTINGNEY,4 BEAM -- x�MTv� _ - 9 REMOVE TRIM ----- 1 BEAM UNDER 15LAND ! `''-' AND CASING - - - - In EX15T - I -_FOUND_�� NEW Exts r j RELOCATE / 30bb FOUND EXIST STAIRS�- _-,- WALL _ \ - WA LL Go to n -- - NEW SLAB 0 � -T'BELOW EXIST - - i : c ,T_ 7 00 ir a u3 �f eo +? C14-4 2042DH 5042FX 2042DH - 3068 — 28310-2 2831ODH RELEASE DATE: SECTION VIEW 1/23/2024 G StALE:114"=1=0' EXISTING AND DEMO PLAN !"D E M 1'r—ScALE:xlw-r_v"--- SHEET: A-5 ' FIELD UPDATE 8/21/23: -_- -_ VER$A-LA "� Beam Details B"vv at corcewmaso"waft Betsg for doctor wifdaa t aadm� lea 1I N Ua«n tbn M2or PLAN GHANGE5 AS FOLLOWS: m r net teruObieverhreader. ay ilisturd St par code if top pie"is at Support and 4i`se 1. REVISED DECK FRAMING AND PIER LOCATIONS pp°"`x"�' latKat raWaMt. tatmeraa aaa ra vcttsa4 ur 2. REVISED 15T FL BATH LAYOUTS j `"`"" '� 3. BATHROOM ADDED IN NEV4 LOWER BASEMENT I permitted for /� wood. CahprmeePfttatll� permitted / / ` � Tfmrnlers � � ataa.rocannutct« 50UT11 PORT 4. MINOR COLUMN AND PAD/IFOOTING CHANGES 1 S"a"cut - tut - _ to Suer "hamN low ___ DESIGN I wood hip PNN must be Bus ` &tap Per tmde B top 5. DOOR ADDED NEXT TO FIREPLACE @ 15T FLOOR wdih tfroaa of wail Ptahe is not c rt4owts 120 N Ocean Ave / €S«� Naf�er _. b. MINOR ALTERATIONS TO MASTER BR LAYOUT 63 Bayport,9 `ofbew ,,CND7boww. NY 11705 VERSA-LAU'llryond made Ace cowall ' . 1-41 -6158 Erg"e III CALC°'°`orm,ariarysi5 sdsinc@optonline.net 1 `\ P10Yp cor4me"a otirreen 3 tat"suPP ctib+aba and woW «t i \ VERSA-LAM-Mrmmum of Y•sor space installation beam and wall pocket or- adequate tlarrrer must be VERSMLAM"ttean+s we mleMedtor rnterror applications aNy and stgWtl be kept as dry prowdatl.Batvreenbeam and cancrele+mesoruy. as possbie duain9 consauchon • Adequate beanng shag be Pm-W6d It W shMn on plans please refer to load tables in Conlmu*-A W&f*support ul cop of beam snail be provroed fade or too dear ng narrang) . vow fealows SwIllit"GwIle w. Ul � eCnCIDfS R & W Engineers, 1 Y..a�a� �. , .�� Connection - / P.C. \ E Side-Loaded Designings ,for J 7imwtttHt,corrnsideLcadtpit Mu VERSA LAM' Member 380 Townline Road -m _.-- _. e.rtad ss-otaThroyphRodw x gN.mfeugn "' .� Ittpie VERSA--LAM' S 2 rows 7503 rows t60 2 rows @ grows 2. 2 rows 2,1 2 rows When using mu"ply VERSAAAM'beams ro create a wider Suite 150 .Sa&e+s�Sx*ers� 24`ac. tYo.e. :�8•o.c.. 24 tic 72'ae Q8'o.c� L w'nl1°re t2 o c tY o e rerl lad. red roads mad�staggeced member•the connectmn of the Is as cmicai as detemww the _;R?a9g* _staygq_• sty--?i>�__,...�99_ PFKs rg--'1V-VFRIIA-Lol Mapths of 18'arld lass) j beam size. When side loaded beams are not connected property. Hauppauge, NY A-$ 2 470 70.i 505 1070 2020 560 1120 2245 iti the inside plies do not support their snare of the load and aura the 11788 3•• 350 525 375 755 1515 420 840 7665 The Into" s an ex of the full member decreases ct am en9y ?O♦ t'"'9 I d+• use boll schedule 335 070 1345 370 745 1495 The '•'Fn9 fs an example to hint m size and connect a multpN-ply _-- 3'h"VBR$11•LAlltn -8535 (631) 969 VERSA-LAM"floor beam • �� • - ,.� �o. 2'• use boll schedule _855 1715--- NIA _1125 _,2250 ,NIA Cl",a Scamt;nne,n�i-»3 s+�Pp`arg ns.atnhaz f`iur i; ,i (631) 969-8518 (Fax) /� -- tQ /7,, f% VERSA(.AIM'P"of'2,r) -._ (4tk F$I New k.:,. i(1.sf 4l Sul lend,a o.x 5g4a .j Fri.(T _. _T. _... _ _ _. -.. __.-... BPartx d"jAh r.wnkoad to l4'. N+uaWr .__. pa8ed "'Dior.Through idelM� .'on.Thfw-vb Bolts Ill, .3 rows 18d`4 rows i6d 3 fowa 6 3 rows @ 3 row s o 3 rows a 3 rttan B 3 rora Yambsri Surma @ Si a l s 24'o c 8.18 o.c.8-72 o.c 4-24 o c 8-18`ac 6 12 o_c 4' fs not shown ataggwed staggered..staggered.:t:,agpered afea atagg_med Grtdinry 2 705 940 755 1010 1575 840 1120 INS 44 3' us 705 565 755 1135 630 040 12W EA lS 4a Use boltactladule cos 570 1010 s6D 745 7120 SEPT21,2022: 357 SO FT \�aaE4 j �.��� ? ., oaalalonpWttxMtcwfomNtAtF$ rr« eaalror f« ooeaiimaetsstzwaeaw PERMIT ISSUE A-� .i. - psAytty3na29Gn aro;sp�,•or Y.« f '- ,y,, AAEj49GNt Btlw,wr^*Aap7 llw.' maaeiktna0u as erotica / •� aNMard cW saaw alWMMaaa ila cwoua iaK i T schea+aa arum atp%rooan adnda5•+ / r •� , Dom (mMll.dop 1"boale eVOe r/ndan"67.1aa at team 3 Ttaee daYls mutt aarap'tatla4«leaser eta eflaew ..,.5. .t._ rwmuaade.�ar.tuatoeeiarrot.s^wua.xaas: pfmaas+rteee4oxurnmari>napoeBaatwt Find Anc;tt€, atER 4 sv<le,usedasrFy ;;:=f FEB 27,2023: �. PERMIT ISSUE (R) 1. cak ulaw the tribuisy vA t that beam is slpporirg: �/ For top-loaded boron and steams wRh We loads w&teas than those shown. _ Tfsstlinp`m ern /'11Su nwpn m tt 0lpol sloe GM 2. !fee PLF tables on pages 21130 of ESG or BC CALC°to site AUG 21,2023: / 00 t ' IIW&less'2 row*16d taariWtlRsr it"Q 17 ox, 400 p1 tea"` � AS-BUILT UPDATE „a.. .r - y '13L P�'s I-0eplls 14 .i8• 3 rash 780 boxhrntet nails�12^o a fl0U P� ,..�� .. . :_,. r:1:� .•sr. ' ✓ ✓• ` 11 j2}_ OapCl z4" 4 rows 18d hoxhitHalf nags . / -zO B V' -I.Oaptin ii¢L;;6 2 rotes 16d hpxtamrc naW 13'tic _ _ 3. Calculate the maxrcr+um+at toad tnxn one moor i r=. �-�- ,., + , '`- the rot side In it=cam) �� p)t% pgesI raNfra t4 l! 3tonx 1QAbbut nYiN�t2 da18 Sic. �• 2).x s40 +4 tows 18NiWxfertleeraaft IT 6URlat .-- _.. _ 4. Go to the Muhp%Member Connection Table.Side-Loaded • ,%'" / ,a l,. \ { �' (1. Ml ,, t86taas 2wseYCtltMs024'ac-aiaggawd tp�"es 336p8 - Appllet6ons.,I VERSA,LAM=.3memba+s- - �r lkpth o 24 3 roes 6 lobes Q 24 o s afsYgtgadecely 8 Y 505 ON BOX WINDOW - -- s. The prowl"connection schedule cows nave a dapacrcy greater ^16+ j /7, d ,Qapkha 18 8 Nos 2 rows u,trots Du o c,stxJgarw 855 tp than the max,side wad: 'I „r, Yj )2)3+Y pfiae i. - A5 PER DETAILS k sO 2tr-24 3 to"K llms za aa. e.«y r 1285pd !�. } 1 r '?,, 1 aam..mrai,refgcarava:�weMac ergnetr 4rroca4: a C«✓atrar ratuesare sax,upm lrK i't<75 tib5 *15 p"�4gao3ter: an aSD ott C33•; Id 6n#ty G, "'N1t" +xN5'f-F 2 *:1 //+ \ \ �. _ .l, 7 AtralwmtrmraaefaistaandWrsk 6ramatvrlrods a.fit4MaroM TrasdaR StAWa+'saaaWTwS1a'« sR 11 and <sl'"':. / / / aMW2sk bfnararaaiae sorb a9rore fledNanq Wtearaaa up vis armauyam as us"ro"now toapttam" TSS PR.s yre atns r.an i,a(1 pn ti)N: REFER TO BRACING / ` \ DIAGRAM-5HEATHIN6 / ya $mo.s V. n � tafr6 taowt]notdaBt?Eyeaarina • �� Y \ \ :. / � sated[WRrataa,6 aiN VERSMLAM*. MU5T EXTEND OVER i 0� \ i�; d' TH15 P05T AND NOTAA AT SIDE OF BOX BAY PLAN NOTES: •,� moo, \ � �; o� NOTE DUE TO GRADE SLOPE SIB-��� � `�` "y /,'I ` �� sc THIS DECK 15 APPROX 289 SO FT�\ \ \ 512 SO FT ; 12"ABOVE GRADE THIS AREA `.A , 1. ALL WINDOW/DOOR HEADERS ARE MIN ¢ 9. a 'o \ \ 2 2X8 UNLESS NOTED / s s - `, ,F l ��,ro o' 2. HORIZONTAL BLOCKING IS REQUIRED AT -jNDI 2..\ \ B \ \ I G ALL PLYWOOD SEAM LINES WITHIN / �� \`'` j0X / BRACED WALL PANEL LOCATIONS. SEE a V L` C1, '�., I ? o� \\ \ `° o PAGE BR-1 FOR BRACED WALL Q W -n LOCATIONS. { Q ,f \ \ ff `� N 3. ALL BATHROOMS SHALL BE EQUIPPED 0 WITH A PANASONIC EXHAUST FAN AND Z SHALL BE DUCTED TO THE EXTERIOR DN 7. \��^ �o so i 4, Lu THROUGH INSULATED, NON VINYL � Q a - GENTER -- I DUCTWORK. APPROXIMATE LOCATIONS sr WALL --- • HD SHOWN N PL AN LAN WITH THE FOLLOW( NG - -- -- B - _ W ,O \\\ SET BEAM D °1/2 LVL FLUSH Vi±CJB r� --y�-�� -- -f Q +L SYMBOL . I EX15TIN6 mla . \ s�>T•, �, \\ __ ON BEAM E b, e MASTER , 212 SO FT LU / ;{ �D 0 r ! SET BEAM 8 \ A R_ rL° 1 I I I j 7 lti.- ON BEAM G t i HUS410 i TRAY GLG ABOVE �, I ( T-0"GEIL' / . i ISLAND-GOORD r x •• n� W --- TRAY GLG / �V I� YIUFINAL ISLAND A�;n I I Z lQ TO CONGEAL :0 OL DESIGN BY OTHERS (-1 B.} HIP X 1 - ��TCHEN r 1 I .. i _ - __ N N NEW FOUNDATION WALL ° D A i �'. { 041 -- o O w, E2- REQUIREDATTHIS - -- �' i r^Q�P __:. __ -._ ? b °�9 „y.�l! Y. ' j U A-T v O LOCATION-CUT PATIO _ .r ¢ i U., _ rL 11'LL I �\ w CV -- I 6 G I Ii j -- ��1q'8"- 3'-1" ° GO I> I w (V ,SLAB FOR ACCESS ------ - -- i� ti I - Ili �; � } O r I � , ✓,r ��4 �( sD I i I� 1 , \ f • . T j _ _._. .. 6068 to Z .-_._....._.�r r.�•-�r�..rr. rr .� - DN--- 1 1 ! CLOSET i - -- LU - - - -- - --- ---- - - - 368_ - - - - - -- - 118 SO ET I --= ' CI4&I M A(21 11 T (a 8"L L 60T 109 AyF SD Ct] AX2281 to to N in N l � E o / --- - - -- 2668 ) lS� I I I / In O 1'-10"I�� 4 10 I � O __. /in DO 7 O III ry L • B 213 SO FT I to EDROOM W l) l 130 SO FT j I X j N 2 - BEDROOM AND' O _ I 102 SO FT r ( y SD - - -- -- _ n- -- -- -- - -- - -- - - - -- ---- ---- -- -- - - -- _ _ HHUS I O ,, I � >oocx)LL � a 3l4" ___ •- -_---_--_ - 1 11'-0" 2-1 10-0 1/2" ^- 5.50/10 (�ooa)DL -- -- -- -- ---- - __.-- - --- ---N N . e a = Ln INDICATES INDICATES arias H USIHGU S x - -_--- -_-- ' MANGER MODEL LIVEIDFADLOADS SIMPGON GAL C14-4 EXIST EXIST ----- ---- rococo! POSTS AND CONNECTORS. I I Uwe -C 146 a3 - (4) 0148 x^t f I i LU5218 t83-0148 x3' (4t 0148'iQ / I 1.ALL LVLIFUTCHIGLULAM HEADERS CALLED OUT ON THE PLANS SHALL POSTED AT EACH END POSTS CAN BE BUILT-UP 2X MEMBERS,4X MEMBERS,6X ;_ _ _ o _ •-_ ' 4 i __,___r _ 2"• MEMBERS OR ENGINEERED PRODUCT I.E.PARALLAM UNLESS SPECIFICALLY eg j j i 1 i CALLED OUT ON THE PLANS. ( ) 1• M1b28 ( td8`z3' _ 5 0148'iC 1 S} .' 'J ,' Typtcal LUS 114)-J162.OW : V, 0162"s3+4• ( Installatron d y � •NXi2d Y 11-3 1l2 2-4 1/2 10-7 1/2 1 1'-2 1/2n ( 2.POSTS SUPPORTING STRUCTURAL MEMBERS MUST BE SUPPORTED U$2! {? .u t a2 f3 f" t8) Q162"r D4' L11S28 t, / CONTINUOUSLY TO BEARING EITHER WITH CONTINUOUS POSTS OR BLOCKING _ -- -- --INSTALLEDBETWEENJOISTMEMBERSASREQUIRED. r ROT (,lDy--fLt62'Y33> (10i 0-/8E'x354 3.NO STRUCTURAL POSTS CAN BE SUPPORTED BY WOOD I-JOIST FRAMING. rt 26 (4 STRUCTURAL +8# 61fi2 x iTh {{t ' �j .u.w s RELEASE DATE: • SQUASH BLOCKS SHALL BE INSTALLED IN ALL INSTANCES WHERE STRUCTURAL I F MgJS?E _t.462 s315 (12) tk16273+h -• a LOADS TRANSFER THROUGH WOOD FLOOR FRAMING. _ � 1/23/2024 4.ALL FLUSH CONNECTIONS SUPPORTING DIMENSIONAL FRAMING SHALL BE MADE t9N�?8-2 �•t]162"t374 :,iF +'S's1�R° -_� S a .------- USING SIMPSON LUS SERIES HANGERS AT THE CARRYING MEMBER SIZED TO . j THE JOIST BEING L15E0 .t fl�2t t-2 •9#C{,'i'fS t 00 - •4� y. FIRST FLOOR PLAN : a i 15T ALE ,��--------- -- - -_-_..--.__-.. _.__.__.___--__ 5.ALL FLUSH CONNECTIONS SUPPORTING(JOIST FRAMING SHALL BE MADE USING SIMPSONIUS/MIS SERIES HANGERS(OR APPROVED I-JOIST HANGERS)AT THE I ( };Q1�+Y`.I =fl Et' 'G__,-,-_",_,_�•,,,-t �'�.i'ti(aY1328-2 -:a ,� .♦ CARRYING MEMBER SIZED TO THE JOIST BEING USED. {tgg.2 > ;. j "s"�Vi p6}�182'lff•'Y+,• s', �-� l c �s 3 I r2tr 162> J=sGx�h NOTE 1 1l2" NAILS 6.STRUCTURAL MEMBER TEE CONNECTIONS WILL HAVE T BE ACCEPTED. MODEL I z ' • ."♦ MUS NUMBER SHOWN ON PLANS.SUBSTITUTIONS WILL NOT BE ACCEPTED. 3.tKy HCJ ° 6, C 6%3 h i, I tE�'M,F : a 28 ---_ ARE NOT>,1,.LOINED 7-STEEL I BEAMS SET FLUSH REQUIRING CONNECTIONSTO WOOD FRAMING _ L`aJSC fool C 61 t L� f Di iCe'73 e^ 1 S+ rt SHALL BE BLOCKED IN THE WES TO PROVIDE NAILING SURFACE FOR HANGERS C I t : SHEET E1 testa¢ tat 81625Ci16 nt (E102l31§ .; AT THI5 CONNECTION 6.SPECIAL CONNECTIONS BETWEEN FLITCH BEAMS AND STEEL I BEAMS WILL BE - tN3tJS26�4 i�fl1'81 Jam"'t 4¢2"X� I at. A-( ; NOTED ON THE PLANS. �:`,4 }-016p'1fs3 :(121 IF2'Bay} Elevation 1 /1 9.SIMPSON LUS SERIES HANGERS REQUIRE THE USE OF LONGER FASTENERS IN $2'$3ti.A iLY L 2t8 4 taBi-`r3•t BMW ! Y`I J THE DOUBLE SHEAR HOLES THROUGH THE JOIST i 12 10D NAILS ARE NOT HUS250 I �¢ Q f .D 4� ;I y,r .� [HHUS sim3a j ACCEPTABLE AND COULD SERIOUSLY ALL ANU STRUCTURAL CONNECTIONS AS - DESIGNED.INSTALLER MUST READ ALL MANUFACTURERS INSTRUCTIONS FOR �,/ _ A-3 EACH HANGER BEING USED. ""�" ' "" `e4 r4=0 ' ¢ -_�t6?z n B 0 t6?x h Dorble ShearN da7g 4X riF4Yad1 !` f30 r 1b2>L Sh ff01 tti?`ir3rF i HUS410 Top view SOLAR READY ROOF NOTES: IN COMPLIANCE WITH IRC APPENDIX"T"THIS DWELLING HAS BEEN `? d Hil hest Ridge DESIGNED TO ACCEPT THE FUTURE INSTALLATION OF A SOLAR SYSTEM BASED ON THE FOLLOWING CRITERIA: _ 6 1/4 : 12 1.A minimum solar ready zone of 300 sf of roof area is required-refer to roof plan for available Y { roof area. �OUTHPORT Existing Ridge . Solar installations shall comply with or its successor_ 1S'-3314" 2 S !py h R32 PESIGN - -T - T 3.THE BUILDER/GC shall post a permanent certificate{near the electrical distribution panel, - — - - _ _T_- - �� r, water heater,or other conspicuous location)indicating the Solar Ready Zone along with the $ayport, NY 11705 _ _ other requirements of Appendix"T°. 631-419-6158 6 1/4 : 12 _ 4.The roof design shall provide for roofing material that can accommodate the installation of a sdsinc@optonline.net �y � ��_ _Z --�T � 1 _ 5.Roof obstructians such as chimneys, HVAC equipment,vents,fans and pipes shall be placed .a - — - as Gose as practical to the ridge or gutter,and at the northern portion of the building so that in - =6 1 A : 12 \!- _ I 11111111ji I I i I I shadows from the obstructions will not be cast over the future photovoltaic system. Rouah-GelUna-_1st Floor - - -L-- - - -- -_— T - IR & W Engineers, r _ r _-_�,Rouah Ceiling 1st Floor $ 1 WINDOWS AND DOORS. 380 Townline Road _ - —_ — - - - - - -- -- -- - _AX2281 Suite 150 -- - - Hauppauge, NY - -_- - -- - - --- 1.BASIS OF DESIGN AND WINDOW CALLOUTS SHOWN ARE ANDERSEN"A"SERIES --- C14 4 ------ EXIST - -- EXIST - EXIST -_-___ CASEMENTS(UNLESS NOTEDAW FOR AWNING) 11788 2.ALL GLASS IS TO BE LOW-E4-THIS PROJECT IS LOCATED IN THE WINDBORNE DEBRIS REGION AND WILL REQUIRE IMPACT GLASS OR APPROVED PLYWOOD (631) 969-8535 - -------- L- _ _ PANEL ALTAS PER DETAIL 3 ll 969-8518 (Fax) J 3.ALL WINDOW COLORS AND OPTIONS AS PER OWNER 4.WINDOWS SHOWN WITH"EGR"SHALL MEET EMERGENCY ESCAPE AND RESCUE REQUIREMENTS OF R310 _ - _ _ 5.WINDOWS SHOWN WITH"T"OR"TEMP"REQUIRE TEMPERED GLASS,LAMINATED SEPT 21,2022: SAFETY GLASS OR APPLIED SAFETY FILM TO COMPLY WITH R308. THE USE OF PERMIT ISSUE - SAFETY FILM MUST BE APPROVED BY THE BUILDING OFFICIAL. - - - -- - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — - - j - I A.$moo'of F J 6.MAIN ENTRY DOORS,GARAGE TO HOUSE DOORS AND OTHER NON-ANDERSEN �F DOORS AREAS SELECTED BY OWNER/GC AND MEET' --_- HALL APPLICABLE CODES FEB 27,2023: O T-� T---T - .�.— ---T- - - - ------ -- --- ---- --� I -- FOR EFFICIENCY AND SAFETY. PERMIT ISSUER) I -- � Cx24 i -- jAUG 21, 23:AS BUILT exlsT� - - - N.Y.5. CODE TABLE R301.2.1.2 ATE —————J— ——— — ———————— 1 __ +- NIND-BORNE DEBRIS PROTECTION FASTENING _• L- ----------------------� i SGHEDULEFOR5TRUGTURALWOODPANELS �� — —�,� - - - - -- - - - WINDOW UNIT - ---- .III AS SPECIFIED I I L0111 LIPLU, FASTENER 5PACING 9i FASTENERL ! III I III ---- TYPE PANEL SPAN LESS PANEL SPAN 4 FT PANEL SPAN 6 FT , ——————---- --—---———————— ---------_- THAN 4FEET TO6FT TO5FT IF ---III*New Slab - --- - - - FASTENERS AS �- � �� PER TABLE R301.2.L2 -`- j I , r, r 21/T#b WOOD 16"OG 12"OG 9"OG L -1 ---- ---------- -- - ----- J l/1 b"STRUCTURAL -- - ----------=----- -- WOOD PANELS ---- ____ 21/2"#6 WOOD 16"OG 16"OG 12"OG ----r----��_ --------------!� SCREWS L-I- A. THE USE OF STRUCTURAL PANELS SHALL BE IN COMPLIANCE WITH THE ABOVE TABLE AS AN ALTERNATIVE TO THE USE OF IMPACT RESISTANT WINDOW5/DOORS. B. THE USE OF STRUCTURAL WOOD PANELS 15 ONLY AN ALTERNATIVE TO IMPACT RESISTANT WINDOWS AND DOORS AND DOES NOT PERMIT REDUCTION IN THE REQUIRED DP RATINGS SHOWN IN THESE DRAWINGS. C. ALL STRUCTURAL PANEL INSTALLATIONS ARE TO BE IN COMPLIANCE WITH NYSRC SECTION R301.2.1.2 ? X a � aw < a � Q � a wp �- A W uJ z 3 1-- tin O Highest RidgeOL W v CJ W Q! K iL 6 1/4 : 12 %�\ �- ROOF ALL ROOF TO BE MIN 50 YEAR ASPH/FG ROOF SHINGLE OVER FELT UNDERLAYM ENT-ALL _ - \-- 6 1/4 : 12 - FLASHING AND ACCESSORY DETAILS AS PER CHOSEN MANUFACTURER. SHINGLE-VENT It STYLE O i _—� ALL SOFFITS TO BE CERTAINTEED INVISIVENT OR VENTED BEADED VINYL AS PER GC O - _ i '- 6 1/4 : 12 ICE AND WATER SHIELD REQUIRED UNDER ALL HIPS, VALLEYS, RIDGES AND EAVES AS PER N -- ------ — ___ \ \ _ --------- L LR Geilina 1 st Floor CODE W O-- 10, PROVIDE ROOF RETURNS WHERE SHOWN FRAMED FROM 2X6 RAFTERS 16" OC SET TO 2X8 > -_- U -------- -_- _ - j LEDGERS W/SLOPED HANGERS AND 2X4 STRUTS < O -- - FASCIAS AND TRIM EAVE FASCIAS SHALL BE 1X8 PRIMED WITH ALUM CAPPING LU `fl _ ( GABLE FASCIAS SHALL BE 1X8 PRIMED WITH 1X2 SHADOW TRIM OF SAME WITH ALUM CAPPING Q — _—_ CX16 100 SERIES 7/0 X610 SLIDER o FRIEZE TRIM TO BE 1X PRIMED BUILT OVER 3/4" BACKER WHERE REQUIRED TO TUCK SIDING. EXIST ALUM CAPPING. D O — --- Cx25(EGR) P5550 ! I 3oeo 3oeo IN LOCATIONS WHERE WINDOW HEAD IS ALIGNED WITH FRIEZE TRIM USE CARE TO ALIGN -— 1 1 _ WITH MIN 6" FRIEZE TRIMS-ADJUST RO HEIGHT AS REQUIRED. to ® O --— O ALL WINDOW TRIM AS DIRECTED BY GC GUTTERS ALL EAVES SHALL RECEIVE MIN 5" K-STYLE ALUMINUM GUTTERS WITH LEADERS TO GRADE. U_ Q��t Floor T — i 4 I. G I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W V - — -- — — — — — — — — — — — — — — — — — — _10• .P FLASHING ALL WALL TO ROOF INTERSECTIONS SHALL RECEIVE APRON FLASHING OVER MIN 12"SELF-ADHERING 2 -- - ---- - - _ -- - Uffift MEMBRANE ® ! \ ALL SLOPED ROOF TO WALL INTERSECTIONS SHALL RECEIVE STEP FLASHING OVER MIN 18" ICE AND O Cx24 ' WATER SHIELD - - ---- - -- - --- - CX15 P5540 CX15 v-------- SIDING R i - S ALL SIDING IS TO BE SELECTED BY GC/OWNER. BASIS OF DESIGN ASSUMES CERTAINTEED CEDAR �¢ Saba IMPRESSIONS, CERTAINTEED MAINSTREET DOUBLE 5 CLAPBOARD,CERTAINTEED BOARD AND I BATTEN WITH CULTURED STONE ACCENTS ALL FINAL COLOR CHOICES BY GC/OWNERUJI v tU i MISC AT EXTERIOR STAIRS-FULL 2X12 CARRIAGE STRINGERS WITH COMPOSITE DECKING. SET BOTTOM OF STRINGER ON MIN 3"CONIC PAD AND SECURE TOP WITH SIMPSON LSAAS PER DETAILS —--' —— ———————-r--I-- PORCHES ENTRY PORCH COLUMNS TO BE HOLLOW STRUCTURAL FIBERGLASS IE HB&G OR EQUIV I I AND REQUIRE THE USE OF UPLIFT RODS AS PER DETAILS OR MANUFACTURERS RELEASE DATE: B L—J L—J APPROVED UPLIFT/CONNECTION PORCH CE LINGS HALL AL BE CERTAINTEED SOLID BEADED SOFFIT(VINYL) 1/23/2024 AL PORCHES ARE 4" SLAB CONCRETE BASE OVER COMPACTED FILL WITH STONE OR PAVER TOP AS CHOSEN BY OWNER. FINISHED TOP SHALL BE 6" BELOW ADJACENT FLOOR WINDOWS AND DOORS ALL WINDOWS SHALL BE ANDERSEN 400 SERIES.ALL WINDOW OPTIONS AND DETAILS BY OWNER/GC SHEET ALL ENTRY DOORS ARE TO BE CHOSEN BY OWNER. A-1 41 50UThpORT DESIGN 120 N Ocean Ave �_ Bayport, NY 11705 - 631 419 6158_T- - _. - :- sdsinc@ on ine.ne r 6 1/4 . 1 NEW FLAShfINGI Al CMIMNEY R & W Engineers, 6 114 : 12 =� b1/4 . 12 \ � � � 380 Townhne Road -- - -- -__ _ .- — --------------- -- --- ------ - `_ _ :-� Suite 150 T -- -------- ---- - - ----- -- -- -- b 1/4 : 12 _ -- - - - ----EXISTING — -- s— Hauppauge - j - -- — -------- -- EXISTING--- -- 11788 I -, ___ -_-_- (631) 969 8535 I 1 F x -_ - - ! - CW14 I ! I CW235 REPL EXIST' _- - - I CX16-2 I — - - - -- - C14-4 -- GX25 EGR P5550 100 SERIES 71QX6/0 SLIDER I - � - - 3080 30B0 -- Bo i 9oB0 L� SEPT 21,2022: - - {-WON III IIII III PERMIT ISSUE r _ _- IT LL m - ,� — - ---- --- -- - -- -_ -_ -.- _ II ( t ''•\� FEB 27,2023: Jim I Lill! ( I PERMIT ISSUE (R) - — - AU BUILT UPD - --—--- -- - ---- - - - -- — AS ATE a. I � � — -- CX15! P5540 CX 15 i O av AW Q� Q � CJ IL w Z v tS) 1— q) o w Or O O 77, L 6 1/4 : 12 W CNII 1— - --- 6 1/4 : 12 0 — ----- - _ o - CX16-2 CW235 REPL EXIST C14 4 O Ln Is) 30Bo aobo -— -- -- f O i u�i V r I i I : T I- -rl — - - — T — — — _ _ I ' --1---------------� �IWI'. J T � r } ( I L } I F I �—� --- --- --- - ---' --- ------------T ---------- ---= }T�T_------------------------1 I ———— ———— — —I L) RELEASE DATE: — ——— I---------- -, _ ---------- ----�- -� I I ----------I-----------I----------� � 1/23/2024 }_-I SHEET: A-b I :! 50UTHPORT rO'�y � DESIGN c F �ei2 `ems�e� 120 N Ocean Ave ti'ss Bayport, NY 11705 o�oc411 ��� 631-419-6158 / 0061 / sdsinc@optonline.net ti s.. �•, a 7"� 4 sq ti, R & W Engineers, Al �a\� 380 Townline Road �" �� �T. Suite 150 y o s o Hauppauge, NY °` �i � / '�• 11788 (63 ) 969-8535 e (631) 969-8518 (Fax) 0� 5 5 � QP�'p�'�,� cl-, ;''Q F; c0 SEPT 21,2022: �'�•. �'�yss. // Q PERMIT ISSUE �, �,,o- THIS WALL BELOW o� / 5�9� FEB 27,2023: r- PERMIT ISSUE R CALCULABLE BRACING y BUT SHALL INCLUDE .Q sa GT BRACED PANEL AS SHOWN A�Q�p�sO 3=�o AUG 21,2023: F AS-BUILT UPDATE C'!��'i5. aS. j 77, b� 3, V1 M 1 U O!7 W u. Z� �rY� I - ¢� —t000 0 vao CLtn W� f n O too ca it N LU 5'2` 2%11 112" D BRACING THIS SIDE — z 0. a W o CS-WSP m co 5> Q 2 J BWL SPACING: 1 V-2" mu m CLlu REQUIRED CWS: 6-6" _ I < PROVIDED CWS: 6'-0" Q B1 COINER LEY BRACED YVALL PLAN I 62 MAIN LEV BRACED YVALL PLAN - - _ - -- SCALE:3116"=1'-0" 5GALE:311F=1'-0" 'i'-2 112"— BRACING THIS SIDE Z O f CS-WSP �I O O BWL SPACING: 1 V-2" REQUIRED CWS: S-0" ()_ 'i , PROVIDED CWS: 6'-0" lu T_ 3 �- 11j) O A � O W TABLE 602.10.3(1) - BRACING REQUIREMENT5 BA5ED ON YqIND 5PEED I 1 3C 2 I I O sc 14C 14C �. c SOLID LUMBER SEE OVERHANG_ 1 � _ �,� CORNERS- NO _ e VOIDS DETAILS — — LUIC CV X � 20 30 ='0 '-'.� 155 13c 8D COM NAILS CONTMWOUSLY HEATHED 1.1c `� � ITC, 6"OC EDGES I�I�tUC1ki5LY SHEAY`HE1� � BRACED WALL LINE W - O 4_ 4.,c 33_ �,E ,, - O �;, s?.c ds.c 21C 12" OC FIELD �ti3MtALLU1 �, A � 6 S1.0 .1 z.e c:e - • • • • AS PER R602.3(3) i CS20 STRAP — ---- �- lip MIN 12"ALONGIn dr NP :.,_ 29= 25�- STUD TYP ~ O 7/16" OSB OR .41111- NO FASTENERS O ACROSS RIM BANDS RETURN EN � EK d- - MIN 1/2" CDX • �RACEn was.PfINELAT t�+. l=_--r.- ll_D WaLL Lax �• . . SHEATHING END OF BRACED WALL uses END OF BRAGI 0wAeL L1N! TABLE 602.10.4 - BRACING METHODS (A5APPLICABLE) END COt140licmii END CONOMN2 `mil CS•WSP Exterior sne3.f ng pe= 6..,ages t2"ieid • ' CONTINUOUSLY SHEA'tMEQ w �+ STRAP TO I'e' CONTINUOUSLY SHEATMW Z 10 rontinuoust;stleatnec --;• � • .. ... RACEES Y4tIALl LINE a;oW structural panel m eria Brea n ne}e raes o 'zstener HEADER LINE Taole R5C2 a,'1 '7r Re:C2.3[2, B • • • • • D CS•G°-a • O conJnuolisid .,00�structural Tian, See t leth'l cS-.JSP see r:,} cS-t=rS= - *I adjacent togaraae DO NOT STRAP AT — FASTENERS AT INNER JACK TO CLEAR tna men.:3s ope_lings C 9 Carzim�tcus 5treasn' 6"OC AROUND'' WINDOW FLANGES ' CS-PF OPENINGS (TYP) - I . ,3 �r - �•' `tt Con-aruoush.snealn2C '�,:" Mtn 5cE Section R6X:C 6 4 See Section R5021r 5.4 DOUBLE STRAP OR ®� C. paral flame ,- 10n.>>>12.*.ra. HOLD DOWN REQUIRED 7.7 RETURN ; i cs-sFe" o ,.fof €o rtc-snea'ning, • AT OPENINGS WIDER PANEL i. commucusty sneView max;r.um`6' j ,:Q any 12 �a '.•ec!aes 6-ftei EL 48"1 10,lUAI BRACED PAN 10'MAX M f `" �.f 1 ;ttUCtui2l ftGe�7n5a;tl 3ii1C Sp"cLtiig !fir -'thKY ShEa.MFC THAN6-0' : AT OF SPACED WALL LINE � � �MST 'V!uA&LPAtaEL gat•a-tLee rat:,ing.narts • ' ;•. . . .:3El=F�flt.N�EKiEnITS � �""�"•.�.E ,. a ENt}CAN 3 END COMMON 4 tS?1 4 tINUOUSLY'SkW-ATHED WALL LINE P REYENTS TABLE 602.3 (3) - REQUIRE:MENT5 FOR YVOOD 5TRUC PANEL5 Y4ALL 5HEATHING NOTE STRAPS -f--- � Return pa : 24,E � USED TO RE515T V41NO PRE55URE5 CAN BE UNDER OR wood s . , . I tn�ural planets ON TOP OF SHEATHING I I VP for Traced wag lines sheahW TABLE 11602-3(3)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES'nc - -- CS20 COIL STRAP I 1 SEE FOUND structural fiberboard RELEASE DATE: ALLOWABLE ALT WRAP UNDER PLATE --- MINIMUM uLTIMATEDESIGN - .CONN IS CS20G STRAP - TURN UP INSIDE AND i i DETAILSDistance ,�.. braced was Vines , MINIMUM NAIL MINIMUM WOOD NOMINAL MAXIMUM WALL PANEL NAIL SPACING WINO SPEED v ,, a,p,� 1/23/2024 , -. - FASTENED MIN 8" NAIL TO PLATE 1 I ,. �, 1A1�lines STRUCTURALPANEL STUD SPACING) cedPANEL SPAN TFotIKNESS (inoes) LENGTH WITH LTP4 PetMtration RATNG Edges Field Wind exposurecatepory - I I Vital fiberboard Sin TIE PLATE AS SHOWN I I HOLD-nOWNI HOW-dawn ON RM cap fastened to V%e e, of the (inches) (inches) hitches o.C.) (inches 0-c.) t3 C D ii;3 Common 1 5 ;,4;. - 16 6 -2 140 11f 11at - - x ,t - - I I WALL PANEL nEVICE 10• FIRST BRACED device: braced waN parse L'li13f15E to the corner and 5h Common 2a.:,a ;" 6 _ 1 1 CONO T1CIIV S 170 ,40 t35 � � } to&A founidafim t r floflf V below U,5, 0 131"'j - 24 Fi 12 140 "I`. ,tn _ - _ _. SHEET. For S%'t w.t _54rr1'm1eW M._f•^¢q'-u's /� m foot rye/ /V m /�■��11,d .. a �snet sr.A em Fe�y:'�+➢e*t>ti+xx:.aypaa Thrr_-Wy Xr'+rom�eattuag rr�zWsspzv.cc r!a�e man!Er.rsfr.:eexe+s'�[r.�asn pare;sFerc¢`:scar'o��:de,+oafpa,n _ _ _�/ For SI• Inch � '�''5•4 m'•') 1 fVljl'� V`�11r'F.8 E�Eii i, I pVY�TL7 =4.45 N. C isiie a'rTY9•tl Jp•E�jYea51YE e[^1]SO'S•[6bC!C(Nvay TOP"bJlMrty SL�B'XSM at.a]8l!'E mC-.xtaurR-0t.?CBter+J afMT'+fG*7yfE[XC:iS 9RN�aN ffit3r(Fer{e:Vk'�'$P.1e3..RS•`.?�. su�laa` a��.����•b;r:�zs,F���r,�,:�� � ,#.����,��r,,�,�:���f��:�:��<sh�� 95sr.�„���-.�, ..�,��f��r.�.,��,� ,E,:�F�� ,CS—WSP FASTENING LOAD PAT STY( WALL SECTS C ___ -HA FIGURE R602.10.7END CONDITIONS FOR BRACED WALL LINES WITH CONMNUOUS SHEATHING BR- 1