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Home My WebLink About48722-Z o�aS�FF�txcpG. Town of Southold 6/30/2024 y� P.O.Box 1179 0 co 53095 Main Rd Wpy�jpl �oo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45314 Date: 6/30/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 80 Soundview Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 100.4-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/7/2022 pursuant to which Building Permit No. 48722 dated 1/11/2023 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: single family dwelling with finished basement, front and rear covered porches, second floor balcony and attached garage as applied for. The certificate is issued to Kouvaras,George&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1237 6/3/2024 ELECTRICAL CERTIFICATE NO. 48722 4/22/2024 PLUMBERS CERTIFICATION DATED 3/19/2024 R' and nnarella Au or e gnature g�fFQ(� TOWN OF SOUTHOLD �oo� oO�y BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE oy • o��' SOUTHOLD, NY oiol.,� ya 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#: 48722 Date: 1/11/2023 Permission is hereby granted to: Kouvaras, George 29 Sunnyvale Rd Port Washington, NY 11050 To: Demolish existing house and construct new single family dwelling as applied for, with SCHD approval. At premises located at: 80 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-1-1 Pursuant to application dated 11/7/2022 and approved by the Building Inspector. To expire on 7/12/2024. Fees: DEMOLITION $611.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,518.00 CO-NEW DWELLING $50.00 Total: $4,179.20 Building Inspector ufFniKc TOWN OF SOUTHOLD ago �ay� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE AMENDM NT • SOUTHOLD, NY o 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#: 48722 Date: 1/11/2023 Permission is hereby granted to: Kouvaras, George 29 Sunnyvale Rd Port Washington, NY 11060 To: Demolish existing house and construct new single family dwelling as applied for, with SCHD approval. *616/2024 AMEND Permit: to include layout changes and additional finished areas as per plans. At premises located at: 80 Soundview Ave, Mattituck SCTM #473889 Sec/Block/Lot# 100.-1-1 Pursuant to application dated 11/7/2022 and approved by the Building Inspector. To expire on 7/12/2024. Fees: DEMOLITION $611.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,518.00 CO-NEW DWELLING $50.00 ELECTRIC $85.00 ELECTRIC $250.00 �1VIENDIE O�RMI.T Building Inspector jf SO(/��,0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1]971-0959 sean.devlinc@-town.southold.ny.us 0M BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: George Kouvaras Address: 80 Soundview Ave city:Mattituck st: NY zip: 11952 Building Permit* 48722 Section: 100 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: In Stone Electric License No: 66421 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 103 Ceiling Fixtures 35 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 32 Wall Fixtures 15 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 123 CO Detectors Sub Panel A/C Blower 3 Range Recpt Dual Ceiling Fan Combo Smoke/CO 5 Transfer Switch 150X2 UC Lights Dryer Recpt 3QAX2 Emergency Strobe Heat Detectors 1 Disconnect 4 Switches 1 QQ 4'LED Exit Fixtures Sump Pump 2 Other Equipment: Fridge, Mini Fridge(2), Dual Fuel Oven, Dryer(2), DW(2), W/D(2), Septic Disco, Saun" 150A Panel 40 Circuit/ 38 Used, 150A Panel 40 Circuit/ 31 Used, 100A Sub 20 Circuit/ 0 Used Notes: Two Story w/ Finished Basement Inspector Signature: Date: April 22, 2024 S. Devlin-Cert Electrical Compliance Form o��S�FFO��oG Town Hall Annex �� .f.� Telephone(631)765-1802 54375 Main Road a 1 P.O. Box 1179 y Z Southold, NY 11971-0959 �y • col � Sao BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Pleases print) Plumber: L—viv-& J- C'qWC'fe-( (C"' (Please print) I certify that the solder used in the water supply system co ains less th. 2/ f I% le IV (Plumbers Signature) Sworn to before me this day of McArc h , 20 2 H 'A 4 Notary Public, Sy�-G I k County DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING AP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE ^C/O � [ ] RENTAL REMARKS: PC, � a ' u DATE INSPECTOR Of SOU,yo� 1 22 �� So v ��✓ # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S7j,v I Ge A DATE INSPECTOR ~ �f SOGI,�,o� " # * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: wk l l DATE yt9Y INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. couffm 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 INSPECTOR f4f so # # TOWN OF SOUTHOLD BUILDING DEPT. °�y o►Kn, '� 631-765-1802 INSPEC 7] ROUGH ION [ ] FOUNDATION 1 ST PLBG. [ ] UNDATION 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 RE RKS: lox& vvv� --v Ab �Q I l DATE Y INSPECTO pf SOUl f # * TOWN OF.SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION / ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -tip DATE INSPECTOR pF SOUTyolo l � ( -�l l� �1/�� v e-W` " v e� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE &.CHIMNEY :- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ✓ape l �-�d ►� DATE INSPECTOR ho��OF SOGIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [VI FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O [ ] RENTAL REM KS: G h v C ry T [kvS ✓ �r} DATE INSPECTOR SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 �bT 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 7FINALye- FIREPLACEULATION/CAULKING FRAMING /STRAPPING& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _*�'Afk &Y(IVA ' DATE J? INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as arfiended,by the 2620 New York State Supplement;sections R402.4W1.2 and R403.3.4 Address of Test 80*8oundView Avenue,Mattituck NY 11952 Test,Date 3129/1024 Building Permit#:,49722 ;Compliance Pathway Pefformance Test Completed by: Christopher'Silvia. RESNET Rater ID# 4150294 Home Energy Solutions NATE lI)-# 187 East Main Street 1CC ID4 Huntington,NY-1 1743 BPI# 631-67M664 Buffdbig,Envelope TW.htness Volume C-,#IcWatiQn%.: Check if. Floor, Area VolumeRIConditioned Basement Basement2206 21,836 Di Conditioned,Crawl,space ' In :U�Sealed-Attic 1-9U 11355. nd 2 1559 T7495 *The co'nditi6ne.dtfloor area of dwelling is 61cUlated,in 'td 3 accordaride with ANSIZ7.65,except that conditioned floor Attic' area.indudLis-areafs where the c6iling,beight is,less than 5 total Volume 75- 4-696 CFM-@50pa 1921 Air-changes/hr@50 r2.99) Code Compliance: Pass Duct-Tithtiftess.,-., P.oSt Construction Test-Total Duct Leakage Systew"'I'; Wiffin'CondifiDn'Space Duct Location Conditioned Space -------------------------- -Floot-Area Leakage CFM @',25pq CFM/lO& ft2 CFA[NjA Code,Compfiaiace: Egempt SyAtern-2: Within Condition Sp ace DuctLocation Conditioned Floor Area Leakage CFM @ 25pd CFM/106 ft2 CFA Code Coippliance:[ ,Exern t Systern=3: Duct Location Floor,'Area Leakage :CFM @ 25pz( CFM/100 Jft'CFA Code'CoinpHance: All building envelope tightness has 466h.;—'Vejr1fi al'id66.n-ducted,inaciford'ancew'iihRESN'Ef/IC : - C 380 ASTM E779 or ASTM E1817 as required by 2018 IECC as amonded',,4y,tK6,200;'New,Yolk State Supplement, section R402.4.1.2. The building duct and plen um system has been verified as required'by the 2018 IECC asamended by 2020 Now York State Supplement,Section R403.3.4. Signature: Date: 3/19/2024 ChWs'toph,pr ergy Solutions t s 1 s, 1 Awl APR 2 2 ,n� .~ i �l�i 2 ? �'�'�4 �ZO c G Hdd fill E CM aUP J y 110 , ST %4*10-Al f2on 3 a AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build May 3,2024 Kouvaras Residence 80 Soundview Avenue Mattituck, NY 11952 Tax map #1000-100-1-1 To Whom It May Concern. Based on my inspection at the above address the foundation and insulation was installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, r `�� fMAP- Anthony Portillo, RA, LEED AP V NE; �' �;�• \ � to (P 1,3 03740'b �0 Page 1 of 1 FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (1ST) ------------------------------------- C FOUNDATION 2ND z 2$ f i4fAAl ihP . c� H ROUGH FRAMING& �� i H 0 d PLUMBING Ib S d ' � I pu- I yY INSULATION PER N. Y. (RA v 7:�Fooil 6t STATE ENERGY CODE L ` FINAL oe le 1 ADDITIONAL COMMEN S Q 4 , _q7l 3 3 a4 A15 argot S c' (der / pd 6?so�s�wno y x =%'�gOffu4e' TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnyov Date Received APPLICATION FOR BUILDING PERMIT 777 For Office Use Only Ji L f I I I I 111 467 PERMIT NO. Building Inspector: NOV 0 7 909 Applications and forms must be filled out in their entirety.Incomplete ILI +ILD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11/4/22 OWNER(S)OF PROPERTY: Name:George Kouvaras SCTM#1000-100-1-1 Project Address:80 Soundview Ave Mattituck NY Phone#:917-592-8767 Email:george:kouvaras@kamconsultants.com Mailing Address:80 Soundview Ave Mattituck NY CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address: 10200 Main Rd Unit 3A PO Box 152 Mattituck NY Phone#:631-603-9092 Email:jMa—ggg_@gmparchitect.com _@am P DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address:10200 Main Rd Unit 3A PO Box 152 Mattituck NY Pnone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? Dyes RNo ' 1 ?PROPERTYiINFORMATION,"" . ... Existing use of property:Sin le Famil __QWqIling Intended use of property:Single Family Dwellin Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-. NC this property? OYes RNo IF YES, PROVIDE A COPY., Check<Box_AfteriReading\:}Tile owner/contractor/design piofes'slorial Is responsible for"all draloage a'ndaform;water'is`sues as pro'vlded�by': t Chapter'236 of the Town,code:;IAPPLICATION IS:HEREBY MADE to the Building Department for the_Issuance of'a't3uildirigpermit'pursuant t 6-the Bullding,2one f rdinance:of:the;Town of Southold','Suffolk,County;,New York and:ottier applicable;laws;,Ordinances;or;Regulatlons;for;the construction of buildings,. ' additions;alterations or for..rem ov`ai'or.-demolitlon as;hereln.desciibed Tfie applicant agrees,to coipply,with;all appllcable laws;ordinances;building code„ housing code and regulations and to admit authorized lnspectors on_premises;and,in`build►ng(s).forpecessaryInspections:Falsestatements made-heiein:are punishable as a.Class A misdemeanor•pu suant to Section 210AS;of the New"York;State Penal Law. Application Submitted By(print na e):AMP Architecture, Jess Magee RAuthorized Agent OOwner Signature of Applicant: Date: i STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture, Jess Magee being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (Contractor,Agent,Corporate Officer, etc.) \ of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of 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 '07—day of ,20 ,,Publ � _ � Oflowsk Notary Public,State of New 5tor;•: NOTAW No.01OR6280392 PLOX PROPERTY OWNER AUTHORIZATIQN :' Qualified in Suffolk County (Where the applicant is not the owner) Fw Commission Expiresos/13no f I, Vmxam�, residing at� v �. do hereby authorize AMP ARCHITECTURE, Jess Magee to apply on I' my behalf to the n of Southo uilding Department for approval as described herein. �! am- Ow ignature Date nt Owner's Name ? 2 Horton, LisaMarie From: Shaun Stone <Stone@sto nee lectric.net> Sent: Tuesday,April 25, 2023 10:35 AM To: Horton, LisaMarie Subject: Change of permit Request Good morning Lisa, As per our conversation I am emailing you to please change from 200A to 300A for the following address: Kouvaras 80 Soundview Ave. Mattituck Permit 448722 Please let me know if you need anything else! Thank you, Nicole Stone Electric Corp. 516-862-8346 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i �o��gUFFO(�`oGy BUILDING DEPARTMENT-Electrical Inspector cm :c TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold,'NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # 146-7 Date A lu L � 2023 Customer Name Electrician Name h C G Address 0 -eVoA-Ve. h b- Phone 5-1 , LE 2. 0 3 �j e-mail r�`a�CD G G e-mail �� 6 yiGe.ICIC. ale Phone �� 3 3 pp License# Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/. 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 days fro date a ove. Authorized by �osUFFO(a}-�® BUILDING DEPARTMENT-Electrical Inspector ® < TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # ILYWO Date 9 2023 Customer Name v AS Electrician Name I 7G Address dV' Phone 5-1(0 f $1P I. �3 C,f r _ e-mail ' QhYLO �� e-mail .e _6-kVt jgdiI C. Pic- Phone- 4 ,3LF3 , O License# Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P, Fire Reconnect Was work done on Service? Y Flood Reconnect Old Meter# N 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 days from the date above. Authorized by ---------------------------------------------- � G l Q c 5,1 f BUILDING DEPARTMENT- Electrical Inspector O G TOWN OF SOUTHOLD �o� Town Hall Annex - 54375 Main Road - PO Box 1179 v- '� Southold, New York 1 1 971-0959 ®�?j�� ao� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.caov - seandO-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: C 5�O v\e �L e C\s' �G C = Q• Electrician's Name: Sh n p License No.: MF•- (O(o y a\ Elec. email: S�-owe, STo+�� C` P_k c_ .VUX Elec. Phone No: 5`c, 47 LEI request an email copy of Certificate of Compliance Elec. Address.: (A `jcsRSeC Poie, \ \ l 35 JOB SITE INFORMATION (All Information Required) Name: �eo� �- E Z Y.o V t 9� Address: 90 c,o, ,j e M PM ilo c_ \Ck 5 Cross Street: e, a Q- Phone No.: (OVN(p '��aj - `\L\00 Bldg.Permit #: y�� 'a,� email: jnC%CCC ,,\\C @ eNml..0 Tax Map District: 1000 Section: 100 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES_[ZrN0 ❑Rough In Fi nq , I Do you need a Temp Certificate?: YES NO P Isued b ❑ �1 Temp Information: (All information required) • Service Size�1 Ph❑3 Ph Size: 00 A # Meters Old Meter# N E�New Service[]Fire ReconnectOFlood Reconnect[]Service Reconnect®Underground overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 3 a o'Z3 re.c4 po 4 l Z� 8p$� L4 -97 a� f • p�FfO� �., BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 5 Town Hall Annex-54375 Main Road - PO Box 1179 ? Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631)765-9502 roue southoldtownny.aov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: �• Q Company Name: Z'n s o v.e C Le,�'c c Co v Electrician's Name: S1^A� n � Tone. License No.: C)C- (, A x1 Elec. email: STo ctie. Si-oe, �e�C c•�c. �.�� Elec. Phone No: 5t(, Bib a-q 34c. 21 request an email copy of Certificate of Compliance Elec. Address.: G%-{ 'aar%sZ7 AQe. 0 Y. WT55 JOB SITE INFORMATION (All Information Required) Name: Geoc- iK.no v"cw s Address: �O Soundve.,� qve. �•�1w��T1•.c.Y� Cross Street: Phone No.: Gwo 3y3 • Z OO Bldg.Permit#: �Aq-I2a email: McAcrcon%_1e ► X%L• co Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): J Square Footage: I 16400 Circle All That Apply: Is job ready for inspection?: dYES ❑NO Rough In Final Do you need a Temp Certificate?: YES �NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#[]New Service[3 Fire ReconnectOFlood ReconnectOService Reconnect ElUnderg round averheadl #Underground Laterals 1 2 M H Frame El Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION 7� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ff SN Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(ZDsoutho1dtownn1 .aov - seanda_southo1dtoEpp2._cjoy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: C. L-r-E7'rxc- co i, Electrician's Name:, '51%A Q rl 10-To N e- License No.: V)C- - Elec. email: Elec. Phone No: 5%(o q bLV. Q1 request an email copy of Certificate of Compliance -Elec. Address.: G,--k Awe. �k735 JOB SITE INFORMATION (All Information Required) Name: Geor Ko0V%*tr% 1j Address: Cross Street: Phone No.: (04(o 3kA-b - -t400 Bldg.Permit #: %Aq I 2q email: M%rrc0r1\\q Q %KALL. co Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: SLtoo J Circle All That Apply: F� E� Is job ready for inspection?: dYES NO Rough In fFinal[_ Do you need a Temp Certificate?: 1-1 YES �NO issued On Temp Information: (All information required) Service SizeF-11 PhF-13 Ph Size: A #Meters Old Meter# [3 New ServiceD Fire Reconnect[]Flood Reconnect Elservice Reconnect[lu nderg round averheadi #Underground Laterals[]1 F-12 R H Frame [] Pole work done on service? F]Y []N Additional Information: PAYMENT DUE WITH APPLICATION CIA, re- C C)-7 0 R----S 3B r --W Lf f`77 2`� PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT-TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments �FFOt BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 _� rogerr(cr7southoldtownny.aov seand(a)southoldtownny.�ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: v1 �, �� Electrician's Name: ` c� G e— License No.: (,OG W�\ Elec. email: 4b P S`r, Elec. Phone No: 9'bZ0 E311 request an email copy of Certificate of Compliance Elec. Address.: c,i-\-0—e7 JOB SITE INFORMATION (All Information Required) Name- Address- Cross Street: Lr� CZ Phone No.: Bldg.Permit#: °-1�-A � email: Tax Map District: 1000 Section: \OG Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: GCiCJ Circle All That Apply: Is job ready for inspection?: YES �NO ®Rough In FirA01l"Do you need a Temp Certificate?: RrYES NO Issued Q a5 yl Temp Information: (All information required) Service Sizef1 Ph❑3 Ph Size: CEO A # Meters 1 Old Meter# EdNew Service[]Fire Reconnect❑Flood Reconnect®Service Reconnect®Underground®Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Dy PN Additional Information: PAYMENT DUE WITH APPLICATION .ate re..c* Io 14 1 2D 15p$f L4 Al-D\N f p. PERMIT Address: Switches Outlets G F I's Surface Sconces H H's , UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer 4C AH Hood Service Amps Have Usec )pecial: :omments 50 o��ZSVK Wt 1 1 ux000Xl --;kv111 IJ�(�1,�K( 1 G jF-z jg� J-5T Flood G A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build November 4, 2022 Re: Kouvaras Residence pill J 80 Soundview Ave GILD Mattituck NY 11952 To Whom It May Concern, Enclosed please find the application for the Kouvaras Residence.We are waiting to receive final approval from the Health Department.Since their system is down there has been a delay in approvals. Once we have the red stamp plan we will send to you ASAP. Thank you, Jess Magee Page 1 of 1 1 AMP Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build November 9, 2022 Noll I Re: Kouvaras Residence 'LLD" 80 Soundview Ave Mattituck NY Amanda, Enclsoed please find the remaining items for the demo application for the above address. - SCWA Letter - PSEG Letter - Gas Letter Thank you, Jess Magee J ' 1 Page 1 of 1 1 + A M, P A rc h i le Ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build , r November 9, 2022 11 NOV 1 Re: Kouvaras Residence 80 Soundview Ave ' J Mattituck NY Amanda, Based on my site visit at 80 Soundview Ave Mattituck there is no natural gas on site. Please contact our office if you have any questions. Tha yo Anthony Portillo, RA, LEED AP r Page 1 of 1 1,4L O G, NOV 1 0 2022 ILD' 9/9/2022 ELIZABETH KOUVARAS Service To: 29 SUNNYVALE RD REEVE AV PORT WASHINGTON NY,NY 11050 MATTITUCK,NY 11952 Customer Project#:900000154784- Dear ELIZABETH KOUVARAS: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI i pLK COUv?,y, FF �1 NOV 1 Z 2022 AUTHORt�� 4060 Sunrise Highway, Oakdale, New York 11769-0901 September 20, 2022 ima-gee@an-lparchitect.com RE: SO SOUNDVIEW AVE, MATTITUCK To Whom It May Concern. On September 9, 2022, our representative confirmed that the water services were physically disconnected at the above referenced location. Please advise your contractor that care should be taken not to damage the existing vault and /or curb boy, as the cost of any repairs would be billed to the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta New Construction Manager LC/db r A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build January'9, 2023 Re: Kouvaras Residence 1� v 80 Soundview Ave BAN 9`2023 Mattituck NY 11952 OEPT. Nancy, Enclosed is the septic approval for Kourvaras. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 ' AMPAr�� '4p�fU �� s: 1�� . Und3� �u��NY10� Architecture- - - - Phone: (681)603'8082 Design Build | ' u��O� '� u��/�� [' � June O4. 2O24 °UN 5 2O=4 -' Southold Town Building Department /\TTN: Nancy Meyer 54375NY-25 Southo|d, N.Y. 11971 ' - {-' Re: KouvareoRmoidence 80Goundv|evv K8attituck, N.`f. 11952 BCTK8 #1OUO-1DU-01-01 Dear Nancy, Enclosed please find revisions topages: A1U1.O1 A1O3.O1 A3D2.O1 These updated pages will supplement the previous pages mentioned above to the complete set of plans that was brought bo your office on April 2S. 2O24. Please let mne know if you have any questions or need anything further. Thank you Brooke Epperson Design Director Page 1nf2 PROJECT / ZONING DATA a LL 0 _ TAX MAP# 1000-100-01-01 w Z m U ZONING DISTRICT R-40 NON-CONFORMING m a z a g a oO3w�o Za� irrn LOT AREA O.'i ACRES 4irraw I Cofo -ONE FAMILY DWELLING #Z5546;OCTOBER IR6q o a o w W a �dwti GofO -DECK ADDITION #Z25551;AUGU5T 1998 o=a z w 516°54'30"E 218.65' w° w owmW-z¢K rNa d r SITE LAYOUT NOTES: � i�z a=- — _ — — — _ 1. TH15 19 AN SUBJECT TO ARCHITECTS SITE L LICENSED c°z;=Z a W Zy.� 1=1 Lil SURVEYOR. THE S l ' N REPRESENTED ONINFORMATION THIS SITE PLAN 15 TO THE w o Z v I V Duuii�Z>- ARCHITECT'S BEST OF KNOWLEDGE. 1 W F J Z 3 Q 2.SURVEY INFORMATION WAS OBTAINED a W o cas<W z FROM A SURVEY DATED.TUNE 06,2015 AND z a' 1 PREPARED BY: Y a W z.6 > 1 I r o o D~W N==r=N DOW HAROLD F.TRANGHON f I=coi e¢m a= LAND SURVEYOR. 1 I 186 7 ADING RIVER ROAD I WADING RIVER,NY II"192 1 EXISTING SEPTIC TO EXISTING WOOD DECK BE ABANDONED AND TO BE DEMOLISHED REMOVED � I � EXISTING 2 STORY; a 1,300 S.F. DWELLING 1 0 \ TO BE DEMOLISHED. I \ FOUNDATION TO BE FILLED. 1 I 1 ' Q o > � I JUN 2 '3 J z w < io BUILDING DEPT �3�o TOWN 0 SOUTHOLD Y w •a ( 0 ago < o CL CL N13034'50"W �4`p L ., � a J Al cm PROPOSED SITE PLAN �'�<�'�37 f � N� aCD 50ALE: I" = 20'-O" v G[I•F�eI.It��3:NTSi f(EAtrs_Res al_n N srarro ,,..� h �� ICI i PRO.-GT/ZONINDS DATA I.Ten rota,er mwt ro�a cwmt geed Wane LVame pvauwt!c 1 in'<II I/A OvrtS tmb �.. Mcee>toM-a Al r¢'vf' t •• • - _ ____ _. ___..__-__T_�. ____ _-_____._.__ ___ LIGEN._ SJTE LAYOL:NOTE9 TAX MAP a 1000 100 I i. ,M5 15 AN VERVIC TI N EY BAN t I5 • ''�\ shot Lang Lom ,cps«SOS.Xtwe V!1(r ue IriMtry rota+_mmtla®.nlle cool d �ro mm.�tmeirm dell be .:.(' S��GT TO D ON THIS 61T F A `•''H YOR.'(}�IPL OI�tATION t>,w,eaxs�L �rasrot cosy Depvuw.e a Lcty. oppllc®le r� 'fero.e P' a' I `�; ' 70NIN6 DISTRIGT_`�`-._.____ R-40 NON-CONFORMING .�gg AJtar•,paium:to 9fb!k CoueJ Cage iTP'«'crceG- •->' RFPRESEI'RED ON THIS SI'(E P.AN IS TO THE 456E-V.TM Dapwomrt d t.ea:r.l.ramM o,d Lonyner A�+an 2.M 1/h OHt�fade shall W hetot'od d lave,h all oMct'ae '..r •', • ARCHITECTS BEST OF LTtONCmGE ma:4nty a Iiat d Irenree VA OK5 Kaib.iava Provame. (wu a�� mwrmce W wy arectm>d N we q r irAJ m `�JB.JC-GT PROPERTY { t LOT GOV- A6E - _ - W 2.SURVEY INFORMATION WA5 OBTAINED ' �'L 1' Wcc O.All L'w Ludt5 met be regamred r h the Depo'lm>at n a mrm.m 9-ttcl,f:sk bed d proP«tJ Ievelod and conpacted>aN 6 s i FROM A SIJRV[Y DATLD A 11_L4,2022 n'3 t J occwdaac Mln Ar'Jce la or Le Surf Ik eany 5memy LWe (Free Irm reckeJ«pea gaol S r AND PREPARED Bt': f7 Pl°'to tM Depwbront gwmg cert6iwL«.d eortplomd DESCRIPTION(FOOTPRINT) AREA %LOT \\J Q ewetrvctt«m' r alr p!w. 9.I/A OwIS Tmb dal!be p-o+acd wth a svg!e -I.A 'ti GOVERA&-e dNtres!m bo./maf ro v d:aYba+tbn leo4,mg strvc5re my be ;,,d ► MAROID F.'fFPMGFION .�.�.'+r C In 9.M exeaeee Dpe�bn a:a Necta"°rr'°Ge"o-°ct baG+ecn!M roaquNed t«all xm>..IH,_wp!e leachhw>bveturc>tnbx on a J � ,�'f TOTAL LOT AREA -2&,525.0 Sr. PD `.SURVEYOR O Mai,temrte Provtew veer Prop«Wty mot be•Wratatl to Lw arrobve dear,b?cP"a'�ed bJ tee Depwt'"mL �V�' .� _ _ __ __._ _ PO BOX Nix Pop«nerL prI«w opprwel el La'✓A oMb regwtrae�m oy tee a TM d the VA OWtS font Nan rot to heated geder tMw `✓� PROPOeim DrELLIN6 3,TISA S.F. 13.1% NO RIVE,My 1 ROAD ?N r =Z O mcwexe i.Wi HUcb la d tr,e s,iblk taey yr teat v Icx tMn oro Perot bebn tWl gde. .•/ �l.✓ ,rt _ __ __ WADIN6 RIVEK\Y Ifl?2 ._ \ (SEPAXPROPOSED ACCESSORY&11LDIN6 O- a.All troared VA D{\TS we requtree ro ha+e m InRvl 9yew 5 At c mireuc,a I>mpli,a ma+Cics Nan have 30-1 eavwra 7A PROPOSEDATI!F16RCU 400A S F 51% [.armed ad opmo:im/maworwwe xMee ear t.Artm tic aaa»opmrg>b gaae leeotee wen re sr t�aeee. 4 PROPOSED IrkSR,':UND POOL a T r taco:s a epmatlm erne.mrariau amvr,ceoct bs Ga«•rw1 tc eahm -wd.anmts w•+rug t "•i _ e e:aected w maiea ben opaatan noct-proer •!tr evma«errmoplmtK coverer at ! ,� �� i NOT TUB(SEPARATE FILING) H80A 5 F 715 O O egetrad.«oF rty°'°'err^w _ _ a+ O a+ oa mCi+tmawe t N awxdwc•W ArLc Woe Ne hnI gmo.NI n anon be m>Igee tr,acveawe..rA omtte TOTAL AREA OF ALL STRi1GTLRFS 5055D S.F. 175% N N SFfak Lang SmltaTf Cade. Sall d NW atrndwd _-_ C 5.Men m VA OWf`v rogwm a vent,Le wilt doll be vented to Lw c Yawn empl-e madae•we arq.wea to tr dsxiled M a "MAXIMUM LOT W VERAGE ALOWm-20% J Q O root or r>re>aerte be a ant pipe:Non a#er,e a erNeiay«pwaig wc0.tln maaole atoll td m>kjwe b be ` , �r��i y� �' tnar,d b helve Drove fhe r liro ad eM top d ere vent m -20 b fe moat eM rcgeromena d AA6lffo N-]o« �'$� _ 5'e1 all nave a mwmm rorvanta aopmd.aoR O r lu>to Fro Xs2o wad.*4'. elopes pwt'm d me Fad.h cmea�� a rat precueal is ARATION r1 vent L,e eatmr m Lie res!dmee roar.a were p:pe J be Phad b T.,ba aatlat w.at erorat!m aban sa a„.mm...n d D,root beta. ` LOCATION MAP t Mlx.5EP UJ eve e,amlw d ue reNder a re.+,+v,ata a n+m"n d It rtnes s,e nest m«t o•evm!w. i I50� CHINS waac aw m lam:1 Fars ba,n poper5s rhea.Trwx vew e=mrows>an nova m w!ee aarerm err 2 roe[«m FROM L� / ppm,Fc,:r e ecatea a mwa:m d s root Fran mi r'am..v e.saran5 SCALE:NT5 5 DWELLING L EXIST. eom+ay me,ayt eemin,n wu a ca+�on rnmr mace.An Vent Wrae ww d 2 ehat>y 2 tent. WELL PIPED mot r e a amhtm rnm:et--r d 2-1. a. ,h,n bn a mown roew.tlm mptn haw.L,e wtwc t,.at I�FLOOD MAP DATA PROP.I-SrRY WD. PRIVATE WELL A0�\T b.ietaildon wd uie d Le I/A Lsdlr mot cwdorm[o V,e emraaniawa. MAP a.36105Lo145H 1 FR.ACCESSORY oepwamm'e op(..,r+ea vA g°awu man•me propwed h ,LwJARY 2I,2022 MAP DATE oansr�ooa t3UILDING ON SLAB b U -_ dare wu ere seaward.rw'Appraw!o d Mbagmix er lo.A: ppe pemo-atww h ten.mer+g maiwa anon W FLOOD ZOrs,x w/5TORAGE I,.wvaNe are nitmmtive aolre wmrewwr Treetmme zptms Iarnrtr,PeT NOL DATA ,1 TRIGA_ MCDONALD GEOSERVICES 2.5ne FRCTEGTION/5!LT n NCIN6 To eu t (O BEDROOMS) t/'Z'h W M:!a _:w L.,,u..P�.E. • Poe 1255 tNS-ACED A5 RerwIRCD e. TOP.OF PROP.WATER S;IPPLY LINE: vJ-2 IY1 TALL D. PROP.b'DJ(4'DEEP F.F.EL.=Tq.S' T t.vA owes ta,ta.non m umLvcred d prams evwreto, rF�'+i�-"-^"'3= ,m m a aVnmw ( s3YY I TO MAINTAIN F MIN. 2"F 0sovn4o . imepoipropu'em,remwplo>ewa.«oLwr Tro ranlro pw;ua ri se be peace erns DR Y WLL FOR POOL'.i0U5E PROP.OUTDOOR SHOkC-R SEPARATION FRON. �a„�,� .w.ddnn Depa�rc,G ato,avdr a 1 t^ CY Z, Pca>�"'cm t'°>trvcbra L�a>mv+>a.A!rmratvey.L+a penal MG176ECo6MAIL.COM 3.SURFACE WATE¢S OR WETLANDS ARE NOT 8 O'JrC.'OR SHOlNER'UNDER SEWAGE DISPOSAL SYSTEM appwcr Tz-A Tne,ee n>mel tTa m pa,artea w.mq m monad m m artem.an w L,>ewcnra(wd«m><e LOCATED KT1fN 5co'of TN;R+oPERrY. NOT PERMITTED TO BE a,r�ey roe,.wd w.o I g ryar 1.or r locaew,a+a mwnmg a.�.c SERRATE APPLICATION) /( 2.Wwn m I/A dwFS recptrm a aepVe talc Iw pretreoMwnt tl,e Les pool box di m em,amee b!Les veporbmre CONNECTED TO ,opele tat sr�l ee � bw and wen VA rndls m,.,raan>•m n;,prwal. a.ELEVATIONS REFERv+eE NAVD rasa SANITARY SYSTEM ca.I O Eta fm Pro nr.�.cr1+nT co.e oL- vAwc eRaie+LOAM 5"13°00'30"W Pme I r de>kJmd h occordonm nirh>ectbm SaOr ere�!Da d 2 ib wen of tb VA IXQI`OrH RroNmr met lx cearly ID' E.ANY VISIBLE'rIELLS tALATC-D HTiN I-' Lai ataWare. _- - - aodlned Les c,r6!do or to Pwl ad iwhae a PKm n yxr OF`a/w O PROPrJ2TY LINES ARE U S.Inm>e otlwrrlx>pecOled.La Ie J+trg etrvc5n'e/ap• m earo d a!mn DEPICTED ON SILL PWL y I, ° ____ __ _____ __ ___ _________ 152.5 .em I:,at Lo eanact Y. rollwe m va owns Mall be m.lg,ee .. „m:.ecten m ao>a-i d at �_ ---- --------------- T--- O ! m 5.Crtc'«Paw:pausm:enm'ca Lc�'.e. b.PROP09ED SCrPi1G SYSTEM DCSION INTENDS '! _ I 0. /I 'rwr as 5-t10 d Ltla•tmtrre tiro c!nrG.rg Le mad b occea> brtee or LM W.Idie} __ W 4.A o mi inn[al VA OVIrs trc¢nw„t trots Nwll Mve 20-brh o.Toe pa I bw mot be MAN ve,d ye sy>tem bcatbr to by TO AVOID -L EKENAI.OF SYSTEM =%ISTN_'+ TREES,TES MAY EIE OF SYSTEM PROP.b'-04. •1� O rmmwd aroma-• opmK�to gene bratad oV fro wet me ralLToa swam„aw maw«�wu. ! �,OTppNENTS MAY BE ADJfiTED t'ROVIDm FENCE:AF'?R(K. otJal Lace>tall m c:ti+m 20-arh aew'.«'°Y^'Ld<and p!«.,d TAT ALL REWIRED M:NIMM SEBALKS 2lO L14EAR PET tyraof Ioakh9 cent hen caer>«LY.rnnp!mtic Corers et z.Tlw eaerel pal.non w a eomrwrme rwlyd rw ri,oi gent-NI cov«s as chi,rw,.>!rwere Nan ere dealyed h h arc wM Fea«al Eo S r' 9°'^c^t Ag y I ARE ARCHITECT 11-RE OCIATIINSTALLER To GONrACr 1 I ocmrdara r6N x<tbn 5-III ee stwlwd, frE`I/J hood zw req;rement>. ARCHITECT IF RELOCATION OR I ` ' 5.Wwn a vA Owes h approved eo m and h a dr!vt c�y v b TM pwi erar mCet tlatbal Elatrlcal tlmfacWm REowENTAnON Or COMPONENTS RL-GVIRED. PROP.BURT7 1 \ I - _ ELECTRIC LIE -PROP. pm�kh9 wca Le out coat tw melgwdrmd/«Installed to A»acetlon M3iN 4x apectrkatwe. I I T.DUE To EXISTI S SOIL CONDITIONS A r«d tS2o w tI-2c Iemll, m daa'gc'ad b,J Aw=stt0. HEALTH DEPARTMENT WITNESFir�TEST 1 I j I WATER 1.AI bebw yode wrhg mot lx rm}e!ecaca ran0J5.Ter ExCAVAnON 15 RE2JIRET.CONTRACTOR DW r b.earbage g..Mera du".rot tw pmvdLwd i m VA O.tiS b covs+a mot Muc rgproprea xal>to pavem gaea and molotwa MIST 010 TO AN ACCEPTABLE LAYER OF PROP.WAtR M.cTER w ens m moos.d vw �poaal. fran reaeNg ran'er pon,w er,ctm bores GLEAN SAtID a GRAVEL AKID 1•.15T HAVE T.Wo• ,iaxe,a-�Nell rot altrJiva wo m vA Owt'S atl L+c b.srA wstnn San to egypee ruM a Mc:bn'na wwn'+g ad>Ic+^ ' GLEAN SAND a&RAVEL ON SITE To SUPPLY LIE I j - 1-e/ ;�EX!5T.UTILITY z eMs.ire>aeenm Mcb+mh M ewroNed to Yore nl ucWaa m�:a rod v.a+al abme L,d im be raadlid I BALKFILL TEST ExG VATlOt1 GONiRAGTOR I t Dr4w dy.eli oceoprmle to r«Vaaee wnd.5 w,e I•ewd oy n,a a due a,.Iew.wvee Txe I �I �� ♦'�' I TO COORDINATE TEST EXCAVAP.ON W I I d ' ceaowme rem-.rww> iaxtry devlm 1»rotoxed m eeya"ma.:e CAVr4a«vqA!aNIa ee,teoa ay i.i„x,Y,mtenFms>re hmerorraoeo,alsibc ttl+ma ssgb Ce e,ca smwaetor uaew wL rLee LV es morg,com:ttat.e.arnrc stvsoe tsemaa eoxgLm a mw eFaae M.rd.dp>t peraVtrdra ttpa"oro dvt w5eo>.fut.r�nwe Mmro d>w etroavg.d pacpL r.oaTarrore.v«a roc eota wmhu,rarg.enac.j t,ogefvd nidpave J.wwc«bywrtaz rrMeN c L eemmwo q.cgpe.t opbeem+v ptea,,esteml aoldg rnw«rwwtn..ue ht o'Sm Ao ct�+lpmwIam„wa ateT.pgeoroanmand va l n sywjs rwuwan enmd marw!na°m'9ao ar I NLMOAAHTPPE IL'MTO DEPARTMENT.zB 5 ARTMENT. RP. ' X4' 6.1.=�:. , \ .1I OVERHEAD roNmLOCM pm S .Be WIRE DRYWELL FR PRO OSED INSROUND (DISCONNECT er eoaaIV POOL E HOT SIMMIGOF SALTA:RE ESTATES WRESa R 5PAR IREATNNDE H.T.. (UNDER SEPAAE ?GH �. 62 APPLIGATIa APPLICATION) m FOLLOWING F rMHOLE f! III! t 1I! i m ' CONSTRUCTION),X ! - (U riwJfloatm7 r,racay.Tna rot s tpF.oco a eon d met be.,a:nr9+.ere I«dm ewlm em vA owes tww n,mrar. 1 I ! MIN. .sun b hc:d tw f..o mxina y tb.a•>y acd wp!m d Les Vw TS t nest be places I THE FO;-LOWN6 LOTS WTIN I50'OF PROPERTY 1 ( /PROP. UTILIZE FLEI.IG WATER AS FOR L�WA. 1 _ PROP. u.Warm lestig.&val rwy nu rwt.nh..aw to wt,et ame pm Barak Lo''y ve�swt d Hearn servres Ivlam 7 r(r[ 5' S• f / I HYDRO-P.CTION I e!adwn,let staa r«2a nwa.Rerol ens tmk ro as c tiot bums Qo�e as(cwrete,pa rherge.N ad I,ae o een.Tprod SCTM.n000�la-S-2 I 1 I $LUESTONE� .MIN. ,' , ' a tw fro 24afam pentad w earybm Met der emk•'od e«m e raven. SCTM a1000-9a-r46 I I •PATIO. I S,- MIN. J ' I AN6 REMOTE T OW'(5' I I ( I 1 maxioral loa,ar pmad Tro rat n approves n -.r level o y I -- _ I i� 1 w/REMOT-c PLC heL f«Me waiver pm!od Wotm P=ar+,'n tmeWg is 5.All R*P•ob Imo:Veen mist accee>ba and xMmrb!e SCTM•iOOCc;as3-4"1 I1 I 1 _ ._______ }} _ - -__ rocom,w+,dee d m dew amine aNm h>•nlmum. been oaeoae open y. I SCtM•;ooO9a-e-45a 5.0' I I - \ :` _1_ -`�=:\` - I • '( I CONTROL PANEL: l .g=� 5.Ten Nola srei x aeaNwo ro a Sciwdia to we rloae xe SGTM aIOOO-IOo-I-s '; = O• - J I VENT 0.ROOF I . L.at ro,be em!g removed r«amvlm w msstmmt.The rbW a Pest¢ SCTIH aIMO-I00-I-T3 J ! erne:mt men<uw r«m ma.. SGTH•:000-too-I-2a PROP.SOO OAL'ON / ._ PROP',COVERED PORCH AS RE-Q.t7 sM SNcisr s.Lrr sAlro xTIH•:ooG-loo-l-2s BURIED,PROFANES Y ♦ - 43° 'PRO.1 1 4 1 I I I I I.RCN«tea caveat>a11 have a mi,m.m carpra»Iva arrvgb^. D>pwLrre WPC operoN gnu I SCTM a;o00-IOO-t-2& _ W a sxw I><.-w :TANK 1�_. ;. ,`E.P./ I i I PROP.20 2.ia.l trKbee>Nun be a mh'mm d Lrce Jwa u`mx ric THE FOLLOWING LOTS WITHIN 1501 OF RiOPERrr ¢ _ mrgr hen been cmtaee ty a Haw Yok LJcemad flrolesaloai b.Irepectl«.rw eokarse r«ce mah Nttr r r.nl be mode POSSESS PRIVATE{YELLS.EUT THESE WELLS _-a"� ;PROP r I II ! �POLYLOK DfST. / BOX(SAMPt If`G I 'rr�m eanP wM al appraprlae ragvo-ammb f«fry[ dnho rive pump teat pr« ARE LocATm GREATER TAN I50'OF SIB.E-GT EXIST.DI'YE_Lf V6! � _� G O \�, Ir _ POINT);MAINTAIN,`- '1 m,so-+Gtwrt !.i„aH,boert•,me Fop anau awaat,rawmer,s I PROMRTI LINES, PROPOSED 2-STORY bv'7. �i P� ..( _'_.'._. u ro-xst m e Fp ro,ae d sco par+de pm.q>we rent(par). I WOOD GGK.rJ- °_-.� ,. -IO'MIN. �Y L.P. J' 2'MIN.DISTANCE ! SCIM•1000-1a 1 BE DEMG_i5-"D L_ _ _.� -,_- PR.DV�LLIN6 w/ I i s.rre s mnwam„clan,r,al be realm i,•n o,x m i,N,wry! SCTM•IOoo-va-3-t BASEMENT!GARAGE I :I FROM L.P. n:ater Jaffe>edw�N+rA amlw.m rn Asn+c-4'w. -�- 1•, l ;P t (b$EDRCOMS) a.All se..m ppm dlal aMr^'m trw vmcwal eaewnl d fro te.t b 5 1' ,! c Vie.J.a�> ealaa ro,axe�mtpma�Laroppe ••I i - MIN. 1 F:F. 1 gcsket Finamd•a Les ppe.0 atabde»steal roYaCtdlc _ , f 6i>RAGE SLAB EL.=82.1' �P oY ) PROJECT: s.Ayhr',y ra;;m seaad x en«.n:e tat r.c t'g+t.seo _=8 I i `Ih2 Ter 11 / PROP.41-0'H. zila,BSO.roN:>ud veer ems h pbee regwe Alwndmlmunt olexislin sTn' FENCE;APPROX. � KOUVARAS e.al rra•ne Depvrmmt x met Ix cerI=bg a Lcmxd 8 +�Y>7V=muss bs W 150 LINEAR FEET' rrdes-_!onaleg:w«.Ae e..�w.n.w vloar aw,.o::>da Wtlformasce withdepst(me.Lmquut'>=Suba9 3W .=z'1'I _ �, ewwere wet bw m«n!ro.aaeW pared. ( 1. SEPTIC m�ilacdfo WWI{-�asprooE z� b wamwr p-octKai,car:"'vA o.Ylr anon mt m I I PROP.GOVER.•7 PORCH _ w:W,go>,i.au.Ten veallatmm Hl2 veer plmad wlNn •1i g.aameLu,ox b«.tam am sae Pe'*bre.w w lb trams Dove J V I , I` - \ _ _ fir, rac«ded.'e,geaNd gaomlarm eevaiort d fro Va G•nT5 J mG'L"Q J r a�at anal:be m«anu!raly oast Fes.h eme>wme 7s s mt �m I ', •I PROPOSED � ) 80 SOUNDVIEW AVENUE pr«trm!e,Xw vA oars as raft eb,.atmPrmrm.p a lb I �. InNwa exre as nit�neae roewme/e.peatm gawd.atar I p I ASPHALT >• IVIATTRUCK,N.Y.11952 ul aewrLm eta mat ten w emcee I DRIVE'W'Aaor P ropw _^ -\ EXIST.SEPTIC / V T.h ra°e>,.r,m ewlweto tw.,s .sm!lae h gawa+am,tAe I SYSTEM TO BE DW J '/, lg�p-deeswal ran eons swyawy mlwaner.m prove the .N 1� •� ''pTZLP.I\• AS PER DRAWING T1Tl-E: >kpl't d rr tat(Mn«.+meat +arrg«ton amrclon d I I DW ` - ' SGDH5 STANDARDS, -�C' / �� NOTES tl wli be C.Wa>t U Lroa mwe Nm ten.aebMt C rrn v«<r In _ ado+aeed.Ties taasa of eolu,!at'ws•non m dew Is hlg 1 Water Line(s)�4t�ST Be Ins¢ett_ad By The N `T - - SITE INFORMATION "�Oea"'O"°e0 ref„e ee ��IPemr�m w,a�y.�^ Suffolk CountY Dept Of Health Serums. I 11l I /+ '• seirmhi,g Les a or a�arig«ooilmt..algre rcgviree. Call 852.75y.48 Hours to Advance, .=82, I ( / i) Idp, / q'/� I SITE PLAN 5UFFOLK OOUNTY HEALTH DEPARTMENT APPROVAL Yost*edu:Binspecien(s). h Z 4 H.S. REFERENCE NG.: R-22-1237 PROP.DRYWELLS T E- I / APPROX. /O� MINIMUM 5'-O"SEPARAN I �LOCATI TO I Q- PAGE: i FROM PROPERTY LI'E ,. 10'-O°SEPARATION PH '1 REMAINSP 101.00 A9� BUILDING(7.) i - (� PAIR stO 1 APPROX sP ore BAND I . , DATE 10/24/22 1 OF 2 ^t0a?AaTI'090F}iF1LTFI S=_m7Cc5 (I LOCATION OF , SU7FOLK GavI., ,/A..OF ♦.-D-UON FDNA I TREE TO REMAIN pERL4TFO.SA L.="O'f � I J /� �• Sa.'GLE Fr'.axRc(sDr�MJD Boer o oSY bO` A- ENE7.'Ec"it'8Ct<7RF'IC lmREOtm- _K-- - ewac ma Noe awsw v EXISG �.f2'c..:'a 2"t--lZ 7 e+cax ikfiP,B,Oz RA.G--r>r;:araU DRIWY� I /bb hJ^ r"t itC1�( I Hirt IMTEI b T, tin 3R FSTt •-4I Atm CO;75le'7Unau ENTICE \\!', f1P.'lT'�E OF 1;q Out y��,Nbt°51'O N OCT 25 2922 rorALt!>actes�scG FoRFltu A ROIAL.UsEFofaA6'J1VM-073. a TTgir l`elIRS Fn"DATE OF A-VA- VA O :ult.l.L nu4ln Sl.MC�s E7CI'IF£5-_._� -.-_. - -!- •' � � ` � r-, ,.......-...-., ^t �rF, E`�yOQ- _ O U N D 5 20 pFN 5�a0 SCEATTACHED SPECIAL CONDITION 51TE PLAN 5 GRAPH:C SCALE GRADING PLAN ANWOn PLOT PLAN SCALE,I'=I9'-0' SINCLE LINE C-,)IACll;,: AM W MAIN ELECTRICAL ZERO SETTING M PANEL AT DWELLING INDICATOR ON INDICATOR DETECTION j N CIRCUIT o m MAIN BREAKER ^o o cZo a Y C 7 N O 0 y L� INDICATOR — � a a�o GIRGUIT I EOM 0)1i QAM LOG'G L OUTPUT I j CIRCUIT 4 J 7C) ' POKER SJPPLY ( T!ME � I (a) :D F-- AG (DC) INPUT GIRGUIT ONE-CHIP MICROCOMPUTER — RANGE/UNIT +-+ m SELECTORS •+ DEDICATED,30 AMP - Q 51 NGLE-PHA5E •cf) CIRCUIT BREAKER I ELECTRICAL SERVICE a N I. TO HYDRO-ACTION Q PLC CONTROL PANEL Q HYDRO-ACTION SINGLE LINE DIAGRAM i SCALE:NTS LEACH+NS POOiS(I) I s9x v d =- .x._ 11 ! INNOVATIVE a ALTERNAT7 — I '�. :r\\ i �_V� ...vtn asF - � 1� I VA OHfS SHALL HAVE A+tlNMDM iRPATM4IT OMACITY OF 660 EPD(b B[ROOM51. I. LEKWtG 5YSR1 FORA 5-6 8®RLVM E�5!DEYLF° L FROY.DE 400 FTC SIDE-WALL AFEA I i i /i } � a PROPoS^-,J HYDPA-AcnoN ANboD rc�!cEs brw sPo TrsPwm�mm cAPACITr. i ' PROP.(0) ` NSTALL ALL OO�O�M5 A5 PER MAHI.SPE05. I (0 H'm x Ib'(EFTC-GYVE D'E iNl LEAG�pL PM_P{iCvnDE q00 fT�51DEiVA:.L AREA j 1 1 ->•— u ::a.s __-L � i N B'm x Ib'($FSCTIVE DE TTN1 LEA:XRLS POOH FROPOSP�FOR 50%E�AI+B!d,J � { ' a _�l, \i ''` I I .M gEP��M �dSYANCE BEiYSFT!THE VA OWTS N.'D 911LDIt MTH LP1'1R/BAYvdti SHALL BE , 'Q'�,pe2�y e'er" I PAL H015c PJM1L^J.Q2 5'MIN DISTAI�E IF pl!LDIN6 K UPON A SLAB, ��n ,vlt i i l - _ _ I SLAB Ev.='195' ILK-{ORA9E Li o PO0. I 3.LX.Ntttb PJDLS TO BE(.OIVTW.�'iED OF%iEGAST ixEil6 S LONOI�TE(LAC IAL. ! ' _ - . u _ nT - I N S. ALL LOJ'RS SHALL U PPECAST RflNFORGm OONCRETE(OR E[JW I ]4•m I �� I If}`I�✓ HCUSF GONN .M O' 3'M:N DSTANCE BET1�. THE VA ODfI'A,O d5T BOX(HW� fRF5F1,T)SHALL CE MAINiAII✓BJ. j_ �51 I { •—._... A n0 TO 3MOnON a.A COVER I �� "T'A• _-, K.RICJi::t I I -GONG. MANHOL, LEAGIINO SPOO IMA MAIFID.r I I 6Ra1NdNTER LNB AM✓POTTCM OP I 1 CEEANOUT DUMIL FOR AR1.N01 5 JIXT TO VEHICULAR TRAFCC I i�,P!j M:N.4.0 5OR 99 INV. PROVE_G�RI� i IS FOR MM 4T L'NrM AITEPMTE•A• MI ATE T 6 FOR MB MTH BID(., ETXJ.W/CONMiCi N i�'-i..�4Y PVO OR C 3, A 10'Y.iN DISTANCE�NEB1 LEy�HIN6 P.�LS A`ID WATE2 LD£ IN A SHALL 8E MAIhiAREp. ' f ) 1 - _ 1•GN%TLH�•.1' 6. PN B'M:N.DisTAILE BE:�•�1 ALL LEKHCLS POOLS.41�VAOWi9 SHALL�P+NNTA:NS. I 7 1 BOT:ON a'1•UNaiOLE SHALL E + �cavF�ce�HOTH wTHIn ao•aF —______ _—__�—_-- i Mrta Ire/. PRAVIDE CAST IaAN A�e�rr�a+Onl sa:AL MnwmF oN Au:nacr i lBr�.' P:Pe exre+D:NB a'o• TO IfE dAi•�ip20F Pl%.L'li. '�,� .ODiLET 51DE5(I:'P) GLEAN-OUT DETAIL ! HnN RRRA&f,LDIN6 i ' EUTIT8in6 UPIHARD AT LEAST ' ' 3 n!E dAv'-�fER OF T1�P.PE t FO:1mAnON + I 1 i ' SGA..E:NTS Aa __ __.._ _ __. _ �4P-f41 PRcvIxwELE R,ssa SLEEVES pi 1 I BEDROOM FOR PBdTtxIS,CAST-:N-RACE SHDI.q,D SITE a 1 '""'� - . ?'a I taros w Asm c.•va.cA APOOL --.CONDInOS PRVENT LFGHINS TO I , _ FLFX!BLE£R BOoi 5LA 35 OR COVERS FROM B Ne UXAT t'NITHIN TPE Q DISTANCES FROMR EADE,°DN-1MY'RI SMALL i j 4 yMl' 3 I ffYY � , � AD.&P LOCKING BE UTILim TO GRINS LEAEHiNB POOS INTO CONFw ORMANCE O t b f ,- TYPDAST IRON Q I 1 I I of � � {�`, ( I � PRAeorae %.L ed+meL Pa.nAle�o•m o-BOx w _ e '( ! I i ._I y'. f ` I MAIN IXtAN �,M� �HDE PAta W NPI00 REgD 1P INLET%T�LF COVES BEJ.ON GRADE T� i' • _�.---- .ERAGE EL 6 if W£ SEGOHDMY SPPGTY �LO:'PRE%OR -•ras�r.'p`."°':;A �'a-'yJ �• y cow¢a ON=HIA• i.�. oNc.INvacr Pw"wwrvr'� /vim\ ExcceDs i'PatPmr) PROJECT: f w mn ORlED TO Y.IN (ITP�ALL RlSat!') ^'C-)-- I'-O•MIR 140'Y.IN Iv0•MRL I HA[-n D. MAX /4m OF OJi{.ET%PE 1, -;.._, �-b•M.,X. �m sEPr:L ='-�M.ix., �'-b•MAx KO UVARAS `h / 3%MAwMM SLOPE I - MN 4•m SDR 35 r MIN. - IIIV�:, 1 I I I ' ; .. If JUNCTION MANHOLE DETAIL o MNamsd 55 SEPTIC }'\.!.�;`!•�; !�'\/y' 4� 'r/�'i .{ MN RTGH i':1' V 4B•-I PVL OFt C9. �"'"Y .x �'-Ti MN.4•m SOR Ya n( MN a•o SOR 99 I SCALE:NTS y{-�`-G"x j MN%TC4}':I' P/L OR E1 I Y I PVO OR EO. v"¢, j' 41` i� 4 '_ : MIN iNY. — - MIN%TYM j•.i' - f.,� ... �N.Y.li952 _Fl MR W.EL.Tbb•t L 80 SOUNDVAVENUE�1 ?•f BAf#FR1T 4'm JYILTION RE lbb• B 11 \ C) I I INV.ELAa ,� Ff v�.� iEL.=l45'_. ' INV E.T6B�' (40DO P51(S.i fit'. ( bi NV.SL___._.. - i.� 1.1 '+ I I INV.ELMATTITUCK 1 •T•~.�:_•" :....i, (FRA!H POOL (<•WALL TINQ Q o I ii1 I ! lb9' l PRaV©c LAST IRON 6.srLa�'BO I s d \ j;p I -:, Lz•MIN ORAP DRAWING TITLE: P!PE EXFImlN6 2'-O• I D TTFE LL-VELINE I POLYLOK 20" DIST. BOX DETAIL ! FO DFRA OHS d AI A°"D`B�`AP -- -- I 5GALE:NTs I -I I--_\._1m''i _ nr cu:TFTs) WIRING DIAGRAM SYSTEM DETAILS SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL W ORA-AcnoNAH600 o Aw�BUT�d AeoTMx za3 wrRACDR REoucnoN srsTEn H.S. REFERENCE NO.: R-22-123'7 BILL OF MATERIA'S % POOL(5) -aN •PAGE: -- DESLRIPNON ,�,a.._ i SP-102.00 {$ A-AN600 TANK.ANf.00,]45 NITROGEN RCDUCT.ON„ p L{{�_..-!...9,„ leoos3 R?rANK n!+voo gas vrs�rRenT�.T r.-�.-••.••_. I `s I I I Ik B � �~i3000�� •-f� sys srau ARD a TANK coNNEcnNs KIT -' f DATE 10 24 22 20F2I d 100111 r ASSFf9LY,RE-41FAAAT.ON 3a3 COI�LE}E AN600 E M Eu'S0-9d::�D-PLC f oPs,Ecso-3o-L-13D-PLC _ _ ., -• ,aSEDAff REPuYd EXIST.SOIL / U\y �y C�Yj� COLLAR 9URROUTAINS �_ � � LP.Y3SN FwST.SAYD f �2 0 A � GRAVEL 15 * ; .•RF'A p LAYH2 NJT PRESDIT � S IF IPA 9T �35d 5 �Q� PROPOSED SEPTIC SYSTIDETAIL FdF NelV� 5GALE.NTS (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTICN 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NO'TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIFS OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED ,EAL.SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CEITIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. *00 Ostrander Avenue, Rlverhead, New York 11,101 tel. 631.727.2303 fax. 631.727.0144 odmin®youngengineering.com N Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor `mT� 77q� W >>) E SITE DATA AREA = 28,823 SQ. FT. *SUBDIVISION-"SALTAIRE ESTATES"FILED IN THE OFFICE OF THE CLERK OF R_20 SUFFOLK COUNTY ON AUG.03,1966 AS FILE NO.4682. L=36 2 S. S ' cr 4 ,/ to ' V ' 50 10�10�;'� "rn [ �� / CMF So t (P 10 s h SURVEYOR'S CERTIFICATION � ^„ m c�.6 Kmu'.Aas�'ai4Ler. *WEHEPE.3YCEi'.TIPYTO C':'C3iliar` KOUVARAS & FLIZABEIH JI 2y K0UVARAS THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH LLOYDS' LANE { 3�. - o THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK 0 5�° wt39 2 TW STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS—.—., 1 � 1Q O,w ,3 0. •� '.o N, N g9, �E OF rJe�� - - - - 3n _ 400 __ 04 �pNG F��N�A�oN Na h2 f O Cq CMF 0 4 ro b5. o �1 �1 �,' C K/7 CP V �y '+ �tw1 OrV �O '16893 V HOWARD W.YOUNG,N.Y• . .S.NO.IU93 DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 qND Sv tt Q Lot 5 1 o Subdivision- "Saltaire Estates" SURVEY FOR GEORGE KOUVARAS 1 CMF 1 ELIZABETH KOUVARAS w ; LOT 5 "SALTAIRE ESTATES" �-� „� at Mattituck, Town of Southold a Suffolk County, New York 1 G tt 5ubav��10r teSLT FOUNDATION LOCATION SURVEY t County Tax Map District 1000 Section 100 Block 01 Lot 1 0 1 G t t FIELD SURVEY COMPLETED MAR.27,2023 a t MAP PREPARED MAR.27,2023 tt Record of Revisions t REVISION DATE t 1 t t a 1 J C O a 40 0 20 40 80 120 Scale: 1" = 40' JOB NO. 2023-0036 DWG. 2023_0036_foundation_loc 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO TH5 SURVEY IS A VIOLATION SE SECTION?M SE THE NEW YOM STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON iROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SRTIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECYION OF FENCES (3)COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYOR'S I KIED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR MHO-THE SURVEY IS PREPARED AND ON MS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASS.KNEES OFTHE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS (5)THE LOCATION OF"ELLS(W)•SEPTIC TANKS(ST)f CESSPOOLS(CP)SHOMN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTIERS. 400 Ostrander Avenue, Riverhead, New York II4101 tel. 651.1212505 fax. 651.727.0144 admin®youngengireering.com N SANITARY MEASUREMENTS c� Howard W. Young, Land Surveyor A 8 Thomas 0. Wolpert, Professional Engineer OWTS 36' 36' Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land 5vrveyor q. MH 33' 25' LP 39' 29' 1111101- SITE DATA W �� E �pFAAGaINa AREA = 28,823 SQ. FT. H SUBDIVISION-"SALTAIRE ESTATES"FILED IN THE OFFICE OF THE CLERK OF R=20 SUFFOLK COUNTY ON AUG.03,1966 AS FILE NO.4682. L=36 2 S, S ' rA J 0 p /' 0 0 1 DID CMF ' bb. CMF PC, r E, bh Ln °'o 100 o, o SURVEYOR'S CERTIFICATION . 0 *WE HEREBY CERTIFY TO GEORGE K13UVARAS NSL ELIZABETH LlovDs' LANE D 5zo ' N � KOUVARAS THATTHIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK 3 A• X M p R°PORE 513 W\43.p 2 Tp 82.23 STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS....._--- c�N I I it 1�3 m 21 1 8 4 v+- � o E 0 F .o �kE 16a 40.0'-------- g' 2 5°E CA C;1� S CMF r'Y MN 6 OP A9 6 DECK F G o RY�c, ¢ ,4`K. n; n , Q oOD L Q o m ( F Y ' V IV w ° It A I AND°µ t1 HOWARD W.YOUNG, Y .L.S.N 5893 ,P o t, \ DANIEL A.WEAVER,N. .L.S.NO. 771 IVD- ATR 1 LLBLOWER CON'MOLPANEL \'°�p Coj o T SURVEY FOR O L GEORGE KOUVARAs & Z w Lot 5 CO MF ELIZABETH KOUVARAs "' Subdivision- 1*, -11�� L \� \ "Saltaire Estates 51`�` 15250 LOT 5 "SALTAIRE ESTATES" at Mattituck, Town of Southold 30001 \ 57 ` Suffolk County, New York ` b ` nsV dv%�%OXN a \\ FINAL SURVEY \ Cn EY ato\�e 1 SA at County Tax Mop District 1000 Section 100 Block 01 Lot 1 \ FIELD SURVEY COMPLETED MAR.27,2023 \ m t MAP PREPARED MAR.27,2023 Record of Revisions \ REVISION DATE \ LEGEND `\ 1 )- J Pa (MMW4 0001416 , 1 H ( ,� r \ + T I CH =CHIMNEY ' CMF =CONCRETE MONUMENT FOUND ` g CMS =CONCRETE MONUMENT SET ` Crr;r � r RO =ROOF OVER J , o WMR =WATER METER1-7 WSF =WOOD STAKE FOUND I 40 0 20 40 80 t�;.;. :120 8 WSS =WOOD STAKE SET 9 • =END OF DIRECTION/DISTANCE Scale; 1" = 40' =UTILITY POLE JOB NO.2023-0036 DWG.2023_0036_fs 1 OF 1 GENERAL REQUIREMENTS: I/A OATS INSTALLATION STANDARDS: ' PROJECT / ZONING DATA .', I. The Installer must hold a current Llgvid Waste License pursucnt to I. Install I/A OWTS tanks according to manufacturer's � ' � .' �"; ' + .. :"`; ' e , °"{ °e+ D15TANGES TO SEPTIC SYSTEM COMPONENTS Suffolk Count Code Chapter 563, Article VI I (Septic Industry recommendations while conforming with these standard. All m ,' `' " � >` TAX MAP # 1000-100-I-I y p p y Businesses) through the Suffolk County Department of Labor, applicable recommendations provided by the manufacturer shall be � '" -,.; F �' (MEASURED FROM BUILDING CORNERS),�+ a Licensing and Consumer Affairs,pursuant to Suffolk County Code Implemented. ' '+ M �' t �� s;, 1•` � � _ _ §563-1q. The Department of Labor, Licensing, and Consumer Affairs ? , ! � . "' " �' " + ZONING DISTRICT R 40 NON CONFORMING ' w , SYSTEM COMPONENT CORNER 'A' CORNER 'B' Q maintolns a list of licensed I/A OWTS Maintenance Providers. 2. The I/A OWT5 tank shall be installed at level In all directions (with a maximum tolerance In any direction of +/one quarter inch) on a`e SUBJECT PROPERTY `� .4 1, +►>f ,�� ".'r' !w` `' LOT COVERAGE „ - W 2. All I/A OWT5 must be registered with the Deportment in a minimum 3-Inch thick bed of properly leveled and compacted sand •. ,,a Ire t;; �+ 4 .. p' _ G HYDRO-ACTION AN600 I/A OWTS 36.0 36.0 W accordance with Article III of the Suffolk County Code (free from rocks) or ea ravel. ,.. a l a �'. .wr. + "> ° x :+ J prior to the Department granting certification of completed p g -''` . ;.• :: 'Y � i''r' d `�bs " DESCRIPTION (FOOTPRINT) AREA g° LOT "D" - 20"� POLYLOK DIST. BOX 33.0' 25.0'tea ^:.�*' ,+ ,. , ..� COVERAGE Q +-+ construction on "as built" plans. 3. I/A OW75 Tanks shall be rovided with a sing le outlet. A y � j �t *, ` ` M, distribution box/manhole or distribution Ieachin structure may be � . f a "E" - 8'Q� X I6' EFFECTIVE DEPTH L.P. 3a.0' 2q.0' .� 3. An executed Operation and Malntenanese Contract between the re uired for all s stems with multi le Ieachin structures unless an " t .r h >-- '� � � P q y p g . '' ` 1 ,�°', ` " , ' "� ; � TOTAL LOT AREA 2&,823 S.F. ^ Maintenance Provider and Property owner must be submitted to the alternative design Is approved by the Department. 411 �• `s�!!"r. r e , �»_ '�' ,. e1; - t `�* + a ,, ,. ,*` hE' MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON OCTOBER 51, - O Department prior to approval of the I/A OATS registration by the # •u� d� �+� ,.�,,: �� y, � �� .,. - t ' ,,_ '� � _ -�Deportment in accordance with Article Iq of the Suffolk Count 4. The to of the I/A OWTS tank shall not be located rester than c�� • ` ' F 1► �l w�a ~' 1 DWELLING 2,487 S.F. 8.630 2025 BY NATE ENDINGTON OF NDS PLUMBING + HEATING. - 5anitar Code. 2.5 feet or less than one foot below final rode. r , I ✓ yPs, ,� ti : y, 7 NOTE: MEASUREMENTS ARE TO THE CENTER OF GONERS. i }' ■-- � ` x COVERED PORCHES 1 54 S.F. 4.7Y HIM r 4. All installed I/A OWTS are required to have an Initial 3-yea 5. At a minimum, all sampling manholes shall have 20-Inch covered ,, r'�a t +� •',�, t$ w, ,,. �• �.� �; p-, warrant and o eration/maintenance, service contract. After the access openings to rode located over the inlet and outlet. h .' !. i ,IF : � ;' .� .may ,, '��r l�P !'. •i, J/ r S` 'Y'•n.. F :�"R 1� / Initial 3-year operation and maintenance service contract has Covers shall be either 20-inch diameter watertight and .„. ,y '"r, ' �+ „e. o. �+ �, . - .w BASEMENT ENTRY STAIRS 53 S.F. 0.2% N expired,property owners are expected to maintain onoperation Insect- roof lockingcast Iron covers or thermoplastic. covers at °` 4' ;" +r,m''� M' '* ` c, �.' and maintenance contract in accordance with Article Iq of the final grade. All covers shall be designed In accordance with section "�' , .�,�' A,� a > r' ,..« A ;�..,. •I _�, ...c . TK C� Suffolk Count Sanitary code. 5-III of this standard. "'. � !' "`� '' ', i^ 1`' l ACCESSORY BUILDING -C a-+ ,- y y .. °:v°; ? t;,s t''" I ;; ;`i e 400 S.F. 1.4y NO +-+ LO A' r. (SEPARATE FILING) co 5. When on I/A OWTS requires a vent, the unit shall be, vented to the 6. When sampling manholes are approved to be Installed In a , �, f k+;a°, ''1 ay y �'.t ' ; "' :,' ' i INGROUND POOL B HOT TUB Q O roof of the residence being served. Vent ( es shall extend a drlvewa or parking area, the manhole shall be designed to be +, e- ` �► ;?4"fie `� ,; 880 S.F. 5.1% .- 9 pp y P 9 9 ., �a minimum of 6 Inches above the roof line and the to of the vent traffic bearingto meet the requirements of AASHTO H-20 or r . .;. ° ^�` » "+ ►� �. e (SEPARATE FILING) GK shall have a minimum horizontal separation of 12 Inches to the HS-20 loading. �.3,Rt4 a'..�:. = . .:°::� a,i� .� : ��. «c.e--�_ .. rah •" I�. «, .. r� .i sloped portion of the roof. In cases where It is not practical to TOTAL AREA OF ALL STRUCTURES 5,174 S.F. 18.090 O� 1150 vent the system to the residence roof, a vent pipe may be piped to 7. The outlet Invert elevation shall be, a minimum of 0.1 foot below 5 the exterior of the residence and terminate a minimum of IS Irches the Inlet Invert elevation. I D�l"t'I I DN MAP "MAXIMUM LOT COVERAGE ALLOWED - 20% N�� above grade and at least I foot from property lines. These vent L ' I R pipes shall be located a minimum of 5 feet from any window or 5. Sampling manholes shall have on Inside diameter of 2 feet or on doorway and must terminate with a carbon filter device. All vent inside area of 2 foot by 2 foot. SCALE: NT5 l WELL pipes must have a minimum diameter of 2 Inches. NOTE: q. There shall be a maximum retention depth below the outlet Invert I. FLOOD MAP DATA: 6. Installation and use of the I/A OWTS must conform to the elevation of six Inches. MAP #: P DATA: 0143H Department's approved I/A OWTS guidance document prepared In JANUARY 21,2022 accordance with the standards for "Approval and Management of 10. All sewer pipe penetrations in the sampling manhole shall be MAP DATE: Ool/25/200cl 4) U/ Innovative and Alternative Onelte Wastewater Treatment Systems." watertight. TEST HOLE DATA FLOOD ZONE: X I-STRY ND. FR. ACCESSORY N ^U •- MINIMUM DESIGN REQUIREMENT5: ELECTRICAL REQUIREMENTS: MGDONALD OE05ERVICES BUILDING ON SLAB w/ DWELLING w/ FOB 1255 2. 517E PROTECTION/SILT FENCING TO BE PRIVATE WELL �ti� �0 W 1. I/A OWTS tanks shall be constructed of precast concrete, CONTROL PANELS: SOUTHOLD, NY I1a171 INSTALLED AS REQUIRED BY THE TOWN OF STORAGE (FILED SEPARATELY) M fiberglass, of eth lene of ro lane, thermoplastics, or other I. The control panel box must be laced outside on a suitable SOUTHOLD. 1 1 g p y y p yp py p p p (631) 765-3677 \ (O BEDROOMS) 0 �(� _ materials In accordance with Department standards and IONYCRR, pedestal near the structure that It serves. Alternatively, the panel MCDGEO®GMAIL.COM ' Appendix 75-A. The use of steel tanks Is prohibited. box may be mounted on on outside wall of the structure (preferable 3. SURFACE WATERS OR WETLANDS ARE NOT F.F. EL.=-iQ.S a utility room,and not a living space). Other locations for mounting - LOCATED WITHIN 500' OF THE PROPERTY. \ v EL.='7(' - 2. When an I/A OWTS requires a septic tank for pretreatment the the panel box will be considered by the Department on a EL-80.4' septic tank shall be Suffolk County Department of Health Services 12/24/11 case-by-case basis and with I/A OWTS manufacturer approval. OL DARK BROWN LOAM 4. ELEVATIONS REFERENCE NAVD Ig88 \ - Page 15-T designed In accordance with sections 5-10-i and 5-IOq of o r „ , this standard. 2. The name of the I/A OWTS 04M Provider must be clearly 573 Ob 30 W 152.50 5. ANY VISIBLE WELLS LOCATED WITHIN 150 _ _ - - - - - - - - Identified on the outside of the panel and include a phone number - - - - - - - - - - - OF SUBJECT PROPERTY LINES ARE 3. Unless otherwise specified, the leaching structure/system that to contact in case of alarm. DEPICTED ON SITE FLAN. ' I i � • follows an I/A OWTS shall be designed in accordance with section �0 \ WATER SUPPLY L I N S - ' ' , - m I 5-107 and 5-I10 of this standard. 3. Exterior panel placement enables the system to be serviced at - _______________ ___ � any time, eliminating the need to access the inside of the building. 6. PROPOSED SEPTIC SYSTEM DESIGN INTENDS r-----------� 4. At a minimum, all I/A OWTS treatment tanks shall have 20-Inch 4. The panel box must be within view of the system location to help TO AVOID THE REMOVAL OF ANY EXISTING „ (V I i' I V/ covered access openings to grade located over the inlet and facilitate operation and maintenance. TREES. THE PLACEMENT OF SYSTEM 6 -O H. FENCE; �' EL.=Bo I I Q outlet. Covers shall be either 20-Inch diameter watertight and COMPONENTS MAY BE ADJUSTED PROVIDED APPROX. 270 insect-proof locking cast Iron covers or thermoplastic covers at 5. The control panel shall be placed at a comfortable height for THAT ALL REQUIRED MINIMUM SETBACKS final grade. All covers and chimneys/risers shall be designed n access In accordance with Federal Emergency Management Agency ARE MAINTAINED. INSTALLER TO CONTACT LINEAR FEET accordance with section 5-111 of this standard. (FEMA) flood zone requirements. I - _ / ❑ ARCHITECT IF RELOCATION OR I 5. When a I/A OATS Is approved to be installed in a driveway or 6. The panel shall meet National Electrical Manufacturers REORIENTATION OF COMPONENTS REQUIRED. - 1000 GALLON parking area, the unit shall be designed Band/or Installed to Association (NEMA) 4X specifications. / � I I I I , WATER I withstand HS-20 or H-20 loading as designated by AASHTO. 7. DUE TO EXISTING SOIL CONDITIONS A BURIED / G.O. 7. All below grade wiring must be run in electrical conduit. The HEALTH DEPARTMENT WITNESSED TEST PROPANE TANK / / \ j I METER b. Garbage grinders shall not be permitted when an I/A OWTS Is conduit must have appropriate seals to prevent gases and moisture EXCAVATION IS REQUIRED. CONTRACTOR I \ I utilized as means of sewage disposal. from reaching the control panel or junction boxes. MUST DIG TO AN ACCEPTABLE LAYER OF 1. Water softeners shall not discharge into an I/A OWTS and the GLEAN SAND 8 GRAVEL, AND MUST HAVE �O- - --I_ _---- I g b. Each system shall be. equipped with a functioning warning system �, _ - r _---_ Department recommends water softener backwash be connected to which will activate audible and visual alarms that can be readily GLEAN SAND 6 GRAVEL ON 51TE TO 8 �X8 DEEP z on onsite drywell acceptable to Town or Village building seen and heard by the occupants of the building served. The BAGKFILL TEST EXCAVATION. CONTRACTOR DRYWELL FOR I _ _I_ ? \ I - Me ortments. Deportment recommends a telemetry device be Installed to TO COORDINATE TEST EXCAVATION w/ -I- < p p y POOL HOT TUB provide Immediate remote alarm notification to the O#M provider HEALTH DEPARTMENT. I IU-1 i i I i I 8. I/A OWTS tanks shall be watertight and constructed of sound and covered the OdM a reement. H J I by g (UNDER SEPARATE durable materials that are not subject to excessive corrosion or APPLICATION) a \ ❑ I W decay. q. Systems which are not designed to flow by gravity are SUBDIVISION INFORMATION: INGROUND SWIMMING I I I LU recommended to be equipped with a control panel with means of MAP OF SALTAIRE ESTATES I I UTILITY POLE q. All tanks must be watertight. Two methods of ensuring tanks are connecting a portable generator to operate the system during a LOT NUMBER 5 I t11 POOL (UNDER < watertight shall be either vacuum testing or water pressure testing power outage. GENERATOR ON 1 methods as follows: MAP NO. 4652 SEPARATE I LU PUMPS,BLOWERS, LEVEL SENSORS. AND CONTROLS: FILED AUGUST 3, Igbb CONCRETE PAD I H tt N 1 APPLICATION) I m 10. Vacuum testing: Seal the empty tank and apply a vacuum to Four I. The electrical junction box serving the pump motor and floats 82, I _ I _ _ - - - - - - - - - - ' o N (4) inches(IOOmm) of mercury. The tank is approved if c1O% of must be, watertight and located outside the I/A OWTS tank chamber. L. I vacuum is held for two minutes. I \i ❑ Z I 2. Any blowers located outside of the I/A OWT5 unit must be placed THE FOLLOWING LOTS WITHIN 150' OF PROPERTY 11. Water testing: Seal tank;fill tank with water to outlet Invert on a pad Suffolk County Department of Health Services l2/2q/17 UTILIZE PUBLIC WATER AS PER SGWA: 1 1 i❑ 1 \� i' BLUESTONE I /I' Q elevation, let stand for 24 hours. Refill the tank to the outlet Invert Page 1 43 (concrete, plastic or fiberglass) and have a soundproof I - ❑ i I I oFter the 24-hour period is complete. Let the tank stand for an enclosure cover. 5GTM #1000-qa-3-2 ❑ ❑ PATIO additional 10-hour period. The tank Is approved if water level Is held for the 10-hour period. Water ressvre testing Is 3. All pumps and float trees must be accessible and serviceable 5GTM #1000-q9-3-4.6 ` ,' M p p g p p 5GTM #1000-qq-3-4.7 I I recommended to be done onsite after Installation. from access openings. # �• � I � Ali i i ELEC. METER i a SGTM 1000-aa-3-4.18 y : ; : 1✓ I/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENT5: �� ON WD. 4. The floats shall be attached to a Schedule 40 f'VG float tree SGTM #1000-100-1-3 I that can be easily removed for service or adjustment. The floats 50TM #1000-100-1-23 CONDENSERS ON \ O, H-FRAME I o- shall not be attached to the force main. BROWN PALE 5GTM #1000-100-1-24 a I. Reinforced concrete shall have a minimum compressive strength SM BROWN SILTY SAND CONCRETE PAD 1W COVERED PORCH i N of 3,000 pounds per square Inch (psi) at 28-daps set. g 5. The Deportment shall observe the um system operate through SGTM #1000-100-I-25 Iz ,I- k`. - '�` - �� I 0 P P q P y P pump y PSGTM #1000-100-1-26 �I- i G a normal operating cycle. 4,1 , ❑ �' �� w N 2. Wall thickness shall be a minimum of three Inches unless the EL.=B Eli design has been certified by a New York Licensed Professional b.lnspection for leakage of the force main fittings will be made THE FOLLOWING LOTS WITHIN 150 OF PROPERTY �� I 2 I = Engineer as complying with all appropriate requirements for thin during the pump test procedure. POSSESS FRIVATE WELLS, BUT THESE WELLS [QjW ' _ -� O 0 wall construction. All walls, bottom and top shall contain reinforcing ARE LOCATED GREATER THAN 150' OF SUSJEGT Lu ¢ - to resist an applied force of 500 pounds per square foot (psF). / - _ U U � I PROPERTY LINES: 3. Pre-cast concrete sections shall be sealed with one (U Inch butyl I I I 2-STORY WD. FR. C.O. I D 5GTM #1000-ct4-1-1 I \ DWELLING w/ BASEMENT I$ E ; ; I/A OWTS II rubber joint sealant which conforms to ASTM G-clgO. SGTM #1000-cici-3-1 I 4. All sewer pipes shall penetrate the ve,rtleal sidewall of the tank I� \ \\ GARAGE B I CONTROL PANEL N '1 ` \ (6 BEDROOMS) _J 1 ON ND. H-FRAME i LU and shall be sealed with grout or other means acceptable to the I, ------ Deportment -- Q Department such as watertight sealed flexible joint and the pipe SITE LAYOUT NOTES: _ 0 gasket fastened to the pipe, with stainless steel retractable I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS - lamp(s). p p SUBJECT TO VERIFICATION BY A LICENSED i j F.F. EL.=84.5' i FOP, 5. All joints shall be sealed so that the tank is waterti ht. See SURVEYOR, THE INFORMATION GARAGE SLAB EL.=82.I 1 FOR BURIED ELEC. LINE , PROJECT: j g REPRESENTED ON THIS SITE PLAN 15 TO THE __ I E.P. 1 (BURIED APPROX. section 5-114, 5.10. Tanks that are cast in place require prior ARCHITECT'S BEST OF KNOWLEDGE, EL. 84 ` „ approval from the Department and must be, certified by a Licensed - Professlonal Engineer. At a minimum, the floor and walls of a BELOW KOUVARAS concrete tank must be monolithicall poured. 2. SURVEY INFORMATION WAS OBTAINED � \ I \� ' ' SANITARY PIPING) I y p FROM A SURVEY DATED APRIL 13, 2022 W EL•=82 \ \ ' ' SEPTIC 6. Whenever practical, concrete I/A OWTS shall not be located AND PREPARED BY: 3 H ( \� I / i r within groundwater. For Installations that are placed within ' groundwater, the bottom and side portions, up to IS Inches above Z -------- COVERED PORCH 4 -O H. FENCE; highest recorded/ex ected roundwater elevation, of the I/A OWTS LAND S F. TRANGHON J APPROX. 140 g P g LAND SURVEYOR -� BURIED unit shall be monolithically constructed. In cases where this is not _ _ - P.O. BOX 616 W J W I I, GAS LINE ' � ' LINEAR FEET � practicable, the I/A OWT5 unit shall be water-proofed up to lb - Inches above the highest recorded /expected groundwater 1866 WADING RIVER ROAD O \�- 80 SOUNDVIEW AVENUE elevation and leak tested to ensure tightness prior to operation. WADING RIVER, NY 117G2 fn - _ I a MATTITUCK, N.Y. 11952 7. In cases when concrete tanks are Installed in groundwater,the design professional shall submit buoyancy calculations to prove the 1(1 I D.W. _ ❑ ❑ ❑- - - - - - - , I D•W• 1 ' /o i weight of the tank (with or without anchoring or the addition of I \ _ / ' _ \ _ / / ballast) will be at least 1.5 times more than the weight of the water \ / / \ EL.=82' \_ _ '/ '�V // DRAWING TITLE: displaced. The buoyancy calculations shall be done using highest N D'W' / , - ' - 141 ex ected/recorded roundwater elevation with the tank empty. Soil \ ' cover on top of the tonk(s) shall not be considered when / NOTES determining the amount of anchoring or ballast weight required. ' t �� ' < / '�' �' � �� SITE INFORMATION ❑ EL.=82' ASPHALT /� �" / SITE PLAN SUFFOLK COUNTY HEALTH DEFAR71�ENT AFFR0\/AL � DRIVEWAY ❑ �, 'CO , � / H.S. REFERENCE NO.: R 22 125-7 ❑ , - _ _ , � - � �� P ❑ � - � � ,, � / AGE: SERVICES ❑ SUFFOLK COUNTY DEPARTMENT OF HEALTH 4q•0' _ , ' ,' ,' ❑ e d , ,'' APPROVAL OF CONSTRUCTED WORKS FOR - " - � , - - � ' ISP-1 0- IM01 ASINGLE FAMILY RESIDENCE AND -DQ - - - - - - - - - - - - - - - - - - - - - - - - - PALE BROWN SP FINE SAND DATE: 04/12/24 1 OF 2 ACCESSORY POOL HOUSE ' 55.0' EL.=-78l,1' , - ' � LSa❑❑5 6/3/24 R-22-1237 - _ _ - _ - - _ _ , - Date H.S.1� 5 Ref. - '� \ � _ - _ _ - - - _ _� ,' � COMMENTS: NO GROUNDWATER ENCOUNTERED. DRIVEWAY �- /' '74 The sewage disposal and water supply facilities at this location have been ENTRANCE _ �- - (06. DA inspected and/or certified by this Department or other agencies and found _ - �`a5\,0o v �r ll = F .., r ,T ,. �• �,r M 0 ti to be satisfactorlr FOR TOTAL MAXIMUM OF 6 BEDROOMS. E_•_-��, , N N `' MY y f* EL.=74' - - - - �' 9 03�405 O Craig Knepper, P.E., Chief - V \ ' 0 5 20 30 40 50 T�QFSJE`Ny Dffic:e of Wastewater Nana ement SITE PLAN � � g �� GRAPHIC SCALE SCALE: 1" = 15'-0" a Q SINGLE LINE DIA0F;ZAM W W cc J M I ELECT I GAL ZERO SETTI NO a N P EL T D I/�ELL I N� ON OAP DETEGTI ON c = m INDIG/�TOR INDICATOR GIRGUIT = r— MAIN DREA<ER a c z o c � N 0 0 t c� � 4-1 o N 41- Lo C ccND I GATOR a o GIRGUIT RAMM (D L OG L.- OUTPUT D GIRGUIT -0 U •- T l 1�E G (DG) I NPUT POV�IER SUPPLY ONE-G P 1�I GROG0I�PUTER RANOE/UNIT -�—' GIRGUIT SELECTORS + U Q . - DED I GATED, 50 AMP 51 NO LE-PHASE am CIRCUIT 9REAKER ELECTRICAL SERVICE TO HYDRO-ACTION PLG CONTROL PANEL HYDRO-ACT I ON 51 NOLE LINE D I AORAM SCALE: NTS STOPPER OR SLATE OR OTHER STOPPER OR END PLUG SUITABLE COVER END PLUG INNOVATIVE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) LEACHING POOLS (1) w W W W HI. I/A OATS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 660 GPD (6 BEDROOMS). I. LEA Y - f�$FDJ3OQ�L D�IJGE HAJ—1,Pg4YJr2E 924.FT?SID>�-l�91—L �R>rA N SEWER PIPE Q HYDRO-ACTION AN600 PROVIDES 660 SPD TREATMENT CAPACITY. (1) &'m x Ib' (EFFECTIVE DEPTH) LEACHING POOL PROVIDES 400 F72 SIDE-WALL AREA > (0) BEDROOM 2. INSTALL ALL COMPONENTS AS PER MANU. SPEC S. Q FOR 50% EXPANSION, ADEQUATE SPACE FOR (1) 5'(P x 16' (EFFECTIVE DEPTH) EXPANSION H as' ELeows 30' ELBOW ACCESSORY 5. A 10' MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH GELLAR/BASEMENT SHALL BE ZQ B DS. POOL HAS BEEN PROVIDED (EXPANSION POOL NOT INSTALLED) 10, MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING IS UPON A SLAB. 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). cn SLAB EL.=79.5' MAX. GRADE EL. ® POOL 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWT5 AND DIST. BOX(WHEN PRESENT) SHALL BE MAINTAINED. HOUSE CONNECTION='19.0' 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). G.O. m 45' ELBOW 60' WYE TO I/A OWTS; 4. A 5' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF Q ALTERNATE "A" ALTERNATE "e" .��•GONG. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC ::'.f'IT MIN. 4"m SDR 55Lu INV. EL.=16.5' LEACHING POOLS SHALL BE MAINTAINED. • PVC OR Ea. 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. d IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION MIN PITCH #":I' 6. AN 8' MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND I/A OVgTS SHALL BE MAINTAINED. z MIN. INV. PROVIDE CAST IRON CLEAN—OUT DETAIL EL. �8.1' PIPE EXTENDING 2S O L MIN. FROM BUILDING Z w ilu FOUNDATION SCALE: NTS 0 (6) BEDROOM SHOULD SITE CONDITIONS PREVENT LEACHING POOL TOP `I ,- s; 0�5 ' , ';' DWELLING SLABS OR COVERS FROM BEING LOCATED WITHIN THE SPECIFIED DISTANCES FROM GRADE, "DUMMY" RINGS SHALL C ' I - BE UTILIZED TO BRING LEACHING POOLS INTO CONFORMANCE. ,382:R F.F. EL.=84.5' w N CVf AWAY VIEW O PO,1 1 LYLOK 20"� D—BOX w/ PLO CONTROL — PROVIDE REO'D IF INLET PITCH COVER BELOW GRADE PROJECT: 306. PANEL w/ HP120 SECURITY GRATE (BAFFLE PRE CAST GONG. 4" HOUSE p„ ! — --— — --�2 y MAIN DRAIN SECONDARY SAFETY COMPRESSOR �,� ——g GRADE EL. ® HOUSE COVERS BENEATH E EXCEEDS " PER FOOT) l — ._ BOTTOOVEW TOP VIEW i; - = '" CONNECTION=81.0' PRIMARY COVER I'-0" MIN. I'—O" MIN. _ POLYLOK 27 D-BOX '�9a^' PART NO.M17.20 �—m— INSIOEBOX�W��K • " ' MATERIAL-POLYPROPYLENE wxAccERrs " "ter C.O. (1YP.i ALL RISERS) I'_0" MIN' COLOR-BLACK I��"T�ER GARiNO.%9GD GM-R". I 10 GRADE EL. ® SEPTIC 2'—O MAX. 2-6' MAX. KOUVARAS cAPAaTY-1RDnuoNs �W DER GM,ND."GG D MAX. 2 6 MAX. SYSTEM=80.0' 5% MAXIMUM SLOPE O-E. GMT' 0' —RISER I—It— 2 = __ INV. EL. •� �� — 22a 570<m - l, .\\ MIN. 4"(P 5DR 55 76.5 = SEPTIC MIN. 4"cP SDR 55 Q Q MIN. 4"� 5DR 55 r v ,_.. I✓r 1 °'' w 2a "� PVG OR EQ i ,, a.roa.' I- , - Is aaz�1 .. .: � ' 9DEPJfWf - I; -9 MIN PITCH 4":I' PVG OR EQ. 'Tt� PVG OR EQ. } NHS ,�AUET ~ A /� MIN. INV. MIN PITCH �II.II MIN PITCH 111 II �•' / IOLVLfM 9Ek � _� JR� � 4 Tm.wRcs ""wGc9 Y ? o �. fi.;,.� i' FLOW 4 ' 1 / �,��,�, EL. "1"L4' _ -- _ 80 SOUNDVIEW AVENUE �s'�.>''Y V .T - 9' tw t V I�( ! LINE G 12032.1 �, 14 - 1 ct.roa. ��•;�Je'� - FLOW LINE BASEMENT B INV. EL. 1NV. EL. INV. EL. MATTITUCK, N.Y. 11952 76.4' �6.0' INV. EL. FRONTI9IDE VIEW �� l••� O - - —16.5' .. . ;, 2" MIN. DROP DRAWING TITLE: PROVIDE CAST IRON (PROVIDE END GAP POLYLOIG 20 II D I ST. BOX DETAIL PIPE EXTENDING IN O" A I D TYPE LEVELING MIN. FROM BUILDING , � � DEVICES AT OUTLETS) :,,:�.. WIRING DIAGRAM FOUNDATION SCALE: NTS I PROVIDE 12" THK. (MIN.) SYSTEM DETAILS BED OF SAND OR PEA GRAVEL BENEATH SUPPOLK C.G>UNTY HEALTH DEFARTMENT APPROVAL HYDRO—ACTION AN600 DISTRIBUTION BOX H.��. REFERENCE NO.: R-22-12��7 245 NITROGEN REDUCTION SYSTEM • LEACHING . 1 v BILL OF MATERIALS POOL(S) IL p PAGE: ITEM P/N DESCRIPTION OTY. SP-1 0_ 2m0l HA—AN60� TANK, AN600, 245 NITROGEN REDUCTION 150055 TANK, AN600 245 PRETREATMENT 150002 SNG STANDARD 2 TANK CONNECTING KIT l� DATE: 04/12/24 2 OF 2 100111 ASSEMBLY, RE—CIRCULATION 245 COMPLETE AN600 AN600—P AN600 w/PLATFORM COMPLETE Er -50L-120—PLG OPS, EG50-50—L-120—PLC, 5' GLEAN SAND COLLAR DA SURROUNDING L.P. (5P/SW) w e to"= 0 037405 �Q 5EPT I G 51000'57EM DETAIL SCALE: NTS �OF t4 SITE LAYOUT NOTES: SITE PLAN HATCH KEY: A f,��E i DISTI. THI5 IS AN ARGHITEGT'S SITE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING �( SURVEYOR. THE INFORMATION 0- 19 PROPOSED ACCESSORY STRUCTURE REPRESENTED ON THIS SITE PLAN IS TO THE ® Q ARCHITECT'S BEST OF KNOWLf°DGE. Wk RA . W 2. SURVEY INFORMATION WAS OBTAINED _w_I FROM A SURVEY DATED APRIL 15, 2022 cc AND PREPARED BY: Q �' HAROLD F. TRANGHON � N LAND SURVEYOR Z) � P.O. BOX 616 1866 WADING RIVER ROAD O�E�T 5 0 F E FADE < "" — CD I � CD WADING RIVER, NY 117a2 i 0 Z O -QQ ,QQ PROJECT LOCATION & SCOPE aco PROPOSED NEW S I NO LE FAMILY RES I DENGE; F-X I ST I NO SITE PLAN & ZONING DATA 0 O "t R=S I DENGE TO 5E DEMOL I SHED UNDER PERM 1 T # � o 4-1 n 0-002 ,QQ GENERAL NOTES a 026 /i \\ ENERGY TABLE �1 I STRUCTURAL DESIGN CHARTS ^^ ,, I-STRY WD. FR. ACCESSORY � O��❑ ��❑� : W BUILDING ON SLAB W/ 0-005 .00 HOLDOWN, ANCHOR BOLT, �- STORAGE (FILED SEPARATELY) STRAPPING, & NAILING DETAILS (0 BEDROOMS) PROJECT / ZONING DATA FASTENING SCHEDULE -�--J - EL -16' I TAX MAP # 1000-100-1-I U .— _ rj-QQ�-,QQ FRAMING GRAPHICS n 1 ZONING DISTRICT R-40 NON-CONFORMING BEAM CONNECTION PATTERNS _ - - - - - ' - - \ LOT AREA 0.7 ACRES FIREBLOCKING DETAILS _--{ - - - - - - - - - o - - - - • F �0 _ _ _______ __ _ WATER_SUPPLY LINES - ' - / - - aim j SUFFOLK COUNTY HD APPROVAL PERMIT # BEDROOMS - PROPOSED FOUNDATION D ,� t O "OO U ATION PLAN --- ----------- = ----------- ----� -- � ! m I v - - O ACCESSORY EAR iYA@D SETBA l PROPOSED PROPOSED H. FENCE; L.=80'' 11 \ APPROX. 2-IO /' - ' " - - - - - - - - - " - - - - `i HABITABLE GROSS I I �- ' " I � I I i I SPACE AREA LINEAR FEET L.��_ - �� I i FIRST FLOOR AREA I,a28.3 S.F. 2,456.5 S.F. - ®� ,Q® PROPOSED FIRST FLOOR PLAN i W 1,000 GALLON. " - /'- - ' 1 SECOND FLOOR AREA 1,514.2 S.F. 2,135 S.F. WATER I METER AREA TOTALS 5015 S.F. 4,621.5 S.F. PROPANE TANK, l l i - Q�j,QQ PROPOSED SECOND FLOOR PLAN O 8'�X8' DEEP II I W ---r -----------_� DRYWELL FOR POOL $ HOT TUB -i- I W `) 0 (UNDER SEPARATE 40.0' '- REQUIRED SETBACKS - MAIN BUILDING �Io ; I - Q�,QQ SCHEDULES & PLAN NOTES APPLICATION) I� 8.0' < I � � REQUIRED PROPOSED COMPLIES I- o INOROUND SWIMMING o \\ , O UTILITY POLE i DESIGN DETAILS DENERATOR ON. t p POOL (UNDER p 4 Lj FRONT YARD - N ` 40.0 40.1 YES z CONCRETE PAD' H.T. SEPARATE 1 d I (PRIMARY) 0 - - APPLICATION) \0 � I m FRONT YARD i5—�® 1 .00 I 25.0 40.o YES, PROPOSED EXTERIOR ELEVATIONS \ - - - 1U zy m (SECONDARY) Z j p jn� �I SIDE YARD 15.0' 2a.7' YES z 4BLUESTON PATIO \` I REAR YARD 50.0' 78.7' YES z - -202 .00 PROPOSED EXTERIOR ELEVATIONS � � ELEC. METER LOT COVERAGE 1 4 3' H-FRAME i % LOT z CONDENSERS ON I �� •15. ,, ,� I i I DESCRIPTION (FOOTPRINT) AREA COVERAGE _ CONCRETE PAD W I I G VERFD'PORGH �` ,I _ // TOTAL LOT AREA 28,a23 S.F. BUILDING SECTIONS W I . v ;*kr: / DWELLING 2,487 S.F. 8.69b N W CQIJ EXIST. DWELLII`d0 IW I COVERED PORCHES 1,354 S.F. 4.1% o WOOD DECK I 2-STORY WD. R. I I/A OWTS .00 BUILDING SECTIONS z DEMOLISHED i WELLINO W/ BASEMENT O BASEMENT ENTRY STAIRS 53 S.F. 0.2% ui u OARAOE CONTROL PANEL ACCESSORY BUILDING p 5 o w o = I ON ND. H-FRAME 400 S.F. 1.43o 0 a 41,4 (SEPARATE FILING) I NGROUND POOL & HOT TUB 880 S.F. 3.1� -�•O � .00 DESIGN DETAILS , F. EL.=84.5'- / t (SEPARATE FILING) 5'O �4RAOE SLAB EL.-82.1' ; BURIED ELEG. LINE (BURIED APPROX. i TOTAL AREA OF ALL STRUCTURES 5,174 S.F. 18.Ogo EL..=84 I l / 4' \ 36 BELOW i DRAINAGE SYSTEM CALCULATIONS: 04 �.o SANITARY PIPING) I PROPSOED DWELLING IMPERVIOUS SURFACES = 3,775 5q,. Ft. �j- Q ,QQ PROPOSED STRUCTURAL PLANS o 0 3,115 5cL. Ft. X o.17= 641.75 �� /❑❑❑❑❑❑ / 4'-O" H. FENCE; 642/42.2= 15.2 VERTICAL FT. OF V DIA POOL REQUIRED PROJECT: _ COVERED PORCH \ PROVIDE (5) 8 DIA. X 5 STORM DRAIN POOLS \ APPROX. 140 / W IOA5 (LINE LINEAR FEET i G- PROPOSED KOUVARAS DRAINAGE SYSTEM INSTALLATION NOTES: S O2 .®O STRUCTURAL PLANS A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 8 RESIDENCE 6 �'_ WATER SERVICE LINE, UNDERGROUND UTILITY LINE5, SEPTIC ❑ ❑ ❑ / i 1 y / COMPONENTS, LEAGHINO FIELDS, SEWER COMPONENTS AND THE 0 t D.W. D.W. �\ / - - _ - - _ _ _ " - / ��_,// / EDGE OF ALL FOUNDATION WALL5 - EL.=82' / A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS �,D- PROPOSED STRUCTURAL PLANS D.W. ; ❑ - - // CONCRETE SLABS AND PROPERTY LINES 80 SOUNDVIEW AVENUE /i CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL MATTITUCK, N.Y. 11952 ® ASPHALT -EXIST. SEPTIC / EL.=B2 0 SYSTEM ABANDONED DRAWING TITLE: - - PER SGDHS :- . -R , ,. ' - , . ... �.�- O�.®® PROPOSED STRUCTURAL >- m �. � '"- PLANS - STANDARDS PROJECT CT LOCATION & SCOPE SITE PLAN & ZONING DATA �O p��M 5L 1�� ❑ • .� i v � /� � �` � * �'E t` �� {,S'� �.. � a '1" jn+ � .ci '>K. , `,a '.�'» / ADD d / i I y• `! , �' ;ti *. �•': STRUCTURAL PLANS / _ � ,. � 4 ,, PROPOSED 9 - - - - - - - - - - - - - - - - - - - '' .' ' r '° � ! w �; PAGE: 0. SUBJECT PROPERTY �. ,, r Q ,QQ DWV/ WATER SUPPLY RISER i / i o w y gyp. �� ::.' � .23ex,.. k•ar >!" ` � G-00loOl EL.=TB' 1a.4 18.0 � f �; $,. �,. t �• , ,,�:•, �� ,r GAS RISER of "1 4,47 DRIVEWAY / / 1 OF 19 _� a,. ,>, • ` E DATE: 04 29 24 �/ 1 // ' •*e'k { "*4yt r a 03 " t'f lA" s,s' '`ems j A, ENTRANCE ,, µ *.�%w` '► � } -' �w� r� r� ,F� /P �` ' it �.�d1e�'!�!, �'_+ �� •�y,�`'a �►" ` /". +� d '� k > es '� to .J* lµ �,'i' 1Y' •d`.'-: ,. i�'nr `�4 wr* 'w, �r",r� �, kit • T� `A° _ '"' , y ..�k, 114 / �° :�°i * � ak "�'• ( r � ''�'" +s!� � � � :I�' X �.��' O //// t •g`�`I .. 'afn' °'x . V Fr• `A e°^a`/d '' ' r�'m` ' "t, ^ �"',y� } ;k.fl .,y �' ^� .x"'E;°' i y►r�k ""' 4 �,+ - f l / `i� `S t" ' .. w� .AY^�� ,•'� _a�y �' a.`#,a�,'t� '"�'�` a' +"'�, t"' �''" �`. a.� �a"'!�te ��\ � .. � // '<; ''J,^ 'f •.r _ •"' ",b '� '^�'" t .. ',-a.. - ,r''y .x q,,.+♦ t'" 'J `s, +,� `q. "�.�("q ;�" >s.;Y. - // 1p # dT•'d ` v f r '1 ::+ ,. C. �, * b R'n tr _ s*1 IV b?,, r *•s Rra+' 1^ ,. •� >, = I " "A ,"',' / ... ' - 1 ... ..e ........`.,.0 ..'4'�......... ' -s. .ada.ji`...'.i r'X ......,.'.a9:..►L*..i, ..r.If `L.'a, r '.." JA`�.1�`;d,—,. 'Y.:. �v�`4 •u3 �� 1 ' r •F'Y y S 1 TE PLAN �z',. - SCALE: I" = 15'-0" LOGAT 1 Oil MAP � 5GALE: NTS /� I^I '�I I^I j� I I C� FOUNDATION PLAN NOTES FOUNDATION PLAN NOTES 0ENE \ 0 SEE F AO E A 6 O 4.O O FOR Y `� I I `t D O Y `� O O S G I I E�U L E✓ NEW TILE FLOOR: TYPICAL P. GONG. FOOTING 3 WALL GONSTRUGTION ci O I. NEW TILE FINISH (H.O. TO SELECT) UPON I _ O0 (2) ILLS" P.T. SILL PLATES w/COPPER TERMITE SHIELD EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 4 SILL SEAL i� WOOD FRAME (L.O. 5TL. 5.NEW J" DUROGK CEMENTBOARD (OR EQUAL) UPON • ANCHOR BOLTS AS PER PAGE 6-003 WHEN APPLICABLE) 4.CONCRETE SLAB • P. GONG. FOUND. WALL AS PER DETAIL UPON EX15TI G TO REMAIN • P. GONG. FOOTING AS PER DETAIL W NEN • ASPHALTIC MASTIC DAMP POOFIN6 TO EXTERIOR NEW WOOD FRAME (L.O. 215'-0" J y) FOUNDATION TYPICAL BATHROOM NOTE: • B.O. FOOTING BELOW &RAVE MIN. W ca 5TL. WHEN APPLICABLE) I. WALL BOARD . 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN C� ALL BATHROOMS APPLICABLE) Q 41 NEW I-HR FIRE RATED ® MIN. (2) 2N4" STRUCTURAL 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS I POST FOR 4" WALLS TUB SURROUNDS STOOPS(W E N HEN APPLICABLE) Ln WOOD FRAME (L!5. 5TL. 2. SHOWER FLOORS • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET O w 0 WHEN APPLICABLE) (MIN. (2) 2 6 STRUCTURAL 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT - '- 0 NEW 2-HR FIRE RATED TOWARDS DRAIN) UPON i �- � WOOD FRAME (L 5. 5TL. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER HOLDOWN: WHEN APPLICABLE) FLOOR,WRAP DRAIN 4 ATLEA5T 15" UP WALL5 O HOLDOWN 'V' AS PER PAGE 6-005 p, 'ca --,e FREEZE PROOF HOSE BIB: :3 N O3 FASTENED w/MASONRY ANCHORS (PRECISE O 0 4J LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) __ 0 '� CVcc EGRESS WINDOW WELL: 0 c PROVIDE NEW EGRE55 WINDOW WELL 4 COVER BY Q "ROCKWELL;ELITE SERIES" 66"W.X64"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. OWINDOW NOTE: I. ALL NEW WINDOWS 4 DOORS HALL BE MARVIN W ELEVATE SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE #q IN "GLASS WINDOWS AND - - - - - - - - - DOORS" ON PAGE 0-002 FOR MINIMUM REQUIRED WINDOW PERFORMANCE. IF CASEMENT WINDOW5 - J - - - - - - - - - - - - - - - - - - - - - - - - _ ALL GSMNT WNDWS HALL HAVE STRAIGHT ARM T - - - HINGE WHEN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.IF DOUBLE HUN6 - ALL DBL. HUN6WNDWSTOBE U . - - TILT 5H n ,' 6 5.ALL 6LAZIN6 WITHIN I6" OF FF TO BE TEMP. &L. - - - - - -L � - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - � � - - - - - - - - - - - - -� �- - - - - A-4ol 4.SEE PAGEG-005 FOR FRAMING ELEMENTS AROUND `i/ 6 WINDOWS (TYP. FOR ALL) U.O.N. 4-J EGRESS NOTE: < I IN COMPLIANCE WITH NEW YORK STATE BUILDING r STONE CODE, D E&RESS ' •' , SECTION HALL BEI0.2.1;THEFOLLODOLLOWIN6 MEANS OF PORCH �-I- ABOVE ttt 0 I O NET CLEAR OFENIN&........... 5.1 S.F. N 0 NET CLEAR HEIGHT............... 24" MINIMUM ' I .T4,-5„ - NET CLEAR WIDTH................. 20" MINIMUM ® PORCHES / PAT105:ED FOUNDATION < . I. SEE NOTED DETAILS cf 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:45 AWAY n 1 FROM BUILDING W -O" I 2 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER - - - - - - - - - - - - - - - - ❑ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _l - - - - - - FLASHIN6FOM12" ABOVE ANDADJAGENTTOSLAB, lot5 , I BED ALL FLASHING IN ASPHALTIC MASTIC 4 O I , PORCH /PATIO WALLS F SEPARATE POURS HALL PROPOSED 4 TO MAIN FOUND. ' I BATHROOM 9 A I 5. M PROVIDE BETWEEN POURED NTER 4CRETE SLAB K/6X(o-IOXIO UPPER OP SLAB SECURED 60 S.F. Cl m IN PLACE DURING POUR. �Y 6. PROVIDE 6 IL PO ABOVE S AVEL BASE BELOW o °/ PROPOSED -� 21 b r STORAGE 5 PROVIDE 500 GALLON BURIED PROPANE TANK; z I� 56 5F I OO INSTALL AS PER MANUFAGT. SPECS ® A MINIMUM OF ® O ROP p 10'-0" FROM EXTERIOR OF HOUSE; REFER TO 51TE Z c m PLAN FOR INSTALLATION LOCATION O a s.F. _ I PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLER: I O6 I. UNITS BY "RHEEM" OR APPROVED EQUAL � tV 004 005 Oo-r I 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" 4 "ZONE � I- A-501 2";UNIT LOCATED IN BASEMENT. ZO L - _J 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT U -0 I WATER/BOILER COMBO TO NEW COIL O UP PROPOSED PROVIDE NEW WALL-HUNG OAS COMBINATION '°' RECREATIONAL • • I � O i 5F C O 1. BIY "RHEEM" OR APPROVED EQUAL 0 5 I Q O 2.MAX GAS INPUT: I41q,g00 BTU/HR;CONNECT TO NEW W PROPANE TANK 0Q - - - - J -- - - - -- - - - - - - - 2 006 \_PROPO5ED 2 PROVIDE 120 GALLON HOT WATER STORAGE TANK; v A-401 2" FULL 10 • - - - - - - - -f- - - - - - - - - - - - - - I� .1�-1-5 2-I - HEIGHT _ INSTALL AS PER MANUFAGT. SPECS W a IS -� BASEMENT 18 5 N oob n 6 m STAIR 4 RAILING NOTE: Q _ A-401 II I. ALL NEW STAIRS HALL HAVE MAX. 5-1/4" RI Z 16 PROPOSED _ _ STORAGE - PROP. 4 5 �r^ 2. 42"1 N. " RI SERS SHALL 4SP SPINDLE SPACING 12 N 120 SF r r I A-401 A-40I I 1 0 I NOT TO ALLOW PA55AOE OF A 4" 4' SPHERE; Z 22 S.F. L - J L\ I 56" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT- TO ALLOW PASSAGE OF A 4" (P SPHERE 2 Z ;p �- 1 NO WALL BELOW = 5. GRIPPABLE RAIL AS PER CODEA I _. A-401 STAIR. m '-� U g F\INISH BY OR I • 4 MATCHD STAIR READS,OSE INO 4 POSTS TO BE WOOD FIRST FLOOR FLOORING "RUST-OLEUM" SPINDLES TO BE METAL (OR EOUIV); 12 I COLOR TO BE A • I I PROP. SELECTED BY 2 N H.O. A-104 12 PROVIDE 8" HORIZONTAL PAINTED 5HIPLAP \-PROPOSED I I II m e s.F. CCq T O FOYER WALLS 4 5TAIRWELL 6ARA6E c`V I SLAB in 5 I-I I r I-i 13 NEW MECH. AREA: A-501 a A-501 O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. PROJECT: (I6 RI ® MAX 6. 5" I6 SPEG.'s 2.MAINTAIN 50"x3O" CLEARANCE IN FRONT OF (15) Tr ® IN. 10 UP r+ 4 MECHANICAL UNITS AS PER NYS MG 506.1 KO UVARAS SLAB W/6xb IORxIEO W.W.M. I � 002 r - I6 - - I - ® - - - , 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES BETWEEN CENTER 4 UPPER I O I __ I 4.DISCOREOUINEV PER NYS MC, 504. NECT,REROUTE, 4 RECONNECT EQUIPMENT TO RESIDENCE OF SLAB SECURED IN I L - J L J EXI5TIN6 PIPING AS REO'D PLACE DURING POUR; - •: PROVIDE 6 MIL POLY ON 4" I I� - - - - - _• TYPICAL MECHANICAL AREA NOTES: GRAVEL BASE BELOW � 5 I. FOR NO. FR. FLOOR - PROVIDE I/2" GONG. BD. BY SLAI� "VUROCK" (OR EQUAL) • I ' 6 - I 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" 80 S O U N DV I EW AV E N U E TYPE "X" GYP. 5D. UL U505 (OMIT ON GONG. WALLS) 003 vt ,D 5. WHEN NEW, INSTAL FURNACE/BOILER AS PER MANU, MATTITUCK N.Y. 11952 14 II `n I • ' 4. WHEN EXIST., MECH AS . EQUIP. SHALLR NYS MECH. AND FUEL OAS BE VERIFIED THAT DE ' _ IT CONFORMS TO NYS MEGH. AND FUEL 6A5 CODE 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE DRAWING TITLE: 6 FRESH AIR INTAKE FROM EXTERIOR PROPOSED 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMEROENGY SHUT OFF 5WITGH PROPOSED FOUNDATION PLAN I � - - - - - - - - - - - - - - - - - - - - � I MECHANICAL ROOM - - - - - - - - - - - - _ -1. FOR OAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH 10 126 SF I 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER STONE�� t CLEARANCES AS PER GORE ' PORCH q. PROVIDE 3" FLOOR DRAIN IF REO'D BY EQUIPMENT 4 - - - - - - - - - - - ra 2 I I m ABOVE I CONNECT TO SANITARY SYSTEM AS PER NYS • ,••° j ,,, ,• PLUMBING GODS - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEWI-HR FIRE RESISTANT CEILINOCONSTRUCTION PAGE: 14 • PROVIDE (2) LAYERS OF 5/5" "VEN56LA55" FIRE D RATED SHEATHIN6 BY GEOR6IA PACIFIC" (OR EQUAL) JOIN PANELS AS PER MANU. SPECS (ASTM E I56) [RAN b • PROVIDE SHEATHINO AROUND DROPPED BEAMS] 4 A-101m0l 14'-0" IS'-O" 14'-O" I 10'-5" • HEADER5 AS REQ D -r- - - - - - - - - - - - . - - - - - - - - - - - 5 • PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY L3M° .. . ',. A-401 (OR EQUAL) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • FASTEN AS PER MANUSPEG.'S '14'-10" INSTALL ALL AS PER MANU SPEC.'S DATE: 04/29/24 5 OF 19 NEW REINFORCED P. GONG. SLAB - - - - - - - - - - 15 I. NEW 4" THK. P. GONG. SLAB w/6"xW-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON - - - - - -- 5. 4" (MIN) GRAVEL BASE I6 BEAM POCKET (TYP.) O24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER NOTED DETAIL (TYP) PROPOSED FCUN�,�TION FLAN 50"x30"xib" DEEP P. GONG. PAD FOOTING I6 AS PER NOTED DETAIL (TYP) S.F. //gi�p GG AREA SCALE: I/4" = I'-O" ��a ; 2025.5 S L/RO✓S l t l Z FURR OUT WALL AT FOUNDATIi AND ROUND �,� lu Iq WINDOW. EXTEND WINDOW CASINO AND PROVIDE TRIM. �i -• FURR OUT WALL ADJACENT TO SHOWER ENOUGH TO RUN r ° PIPING TO MACERATOR PUMP. 0E I ERAL 5��550L <E I : SEE FAOE A- 104 .00 FOR Y `4 I ` E�)ON I$ E�)OOR SC,,HED LEE FLOOR PLAN NOTES DOOR NOTE: EXISTING TO BE DEMOLISHED OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED WOOD FRAME (L.G. 5TL. a NEW PARTIAL G T OUT ON PLANS BY 'JELD-WEN' (OR EOUAL). Q �7777T7J EXISTING TO REMAIN`` HHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 0 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). LU NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s J co STL. WHEN APPLICABLE) 5.PROVIDE (2) 2N5" HDR.,U.O.N. CM 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING Q 4-J ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL � 'E N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WINDOW NOTE: Z) LO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN m POST FOR b" WALLS), U.O.N. ELEVATE SERIES CASEMENT,DOUBLEHUN6, OR -c O NEW 2-HR FIRE RATED 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. � WOOD FRAME (L.G. 5TL. SPEC.'S. SEE NOTE #q IN "6LA5S WINDOWS AND i- DOORS" ON PAGE 6-002 FOR MINIMUM REQUIRED O CZ T WHEN APPLICABLE) O WINDOW PERFORMANCE. IF CASEMENT WINDOWS - co -Y ALL CSMNT WNDW5 SHALL HAVE STRAIGHT ARM > 20 N HINGE WHEN I` 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE O t TILT WASH c O a-J 3.ALL GLAZING WITHIN le," OF FF TO BE TEMP. 6L. (\J 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O CC I ca WINDOWS (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xIO" Q 0 G O HDR U.O.N p I EGRESS NOTE: )> IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF E61RESS SHALL BE FOLLOWED W 3 I NET CLEAR OPENINO........... 51 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM I4'-bye STAIR 4 RAILING NOTE: 4-J 3 O3 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" Tr - RISERS SHALL BE CLOSED DN. a 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING PROPOSED NOT TO ALLOW PA55A6E OF A 4" 4' SPHERE; r'I 1 36" HIGH HANDRAIL 4 SPINDLE SPACING (D PORCH NOT - 3 A COVERED TO ALLOW PASSAGE OF A 4" 0 SPHERE ..�J (LTL,! . 6RIPPABLE RAIL AS PER CODE q30 DN. PROP05ED S.F. BLUESTONE _ _ • STAIR TREADS, RAILING 4 POSTS TO BE WOOD O � � - - - - - - - - - - - PORCH 4 STEPS PROVIDE WOOD D O 4 MATCH PROPOSED FLOORING Q p P R AT�PANELSI O Q SPINDLES TO BE METAL 0 WELLS I I O U N PROVIDE NEW 50 GAL. BURIED DRYWELL '74'-10" STAIR TREADS, RAILING 4 SPINDLES TO BE CONNECTED TO I 3B WOOD OUTDOOR SINK (5' I6'-II" 4q'-6" 8'-5" i7j FROM DECK) SMOKE DETECTOR / GO DETECTOR NOTES: 10'-0" 1'-0" O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT n 1 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR tJJ 104 I 103 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL A5 PER MANU. SPEG.'s, AT HT'S POINT OFam Q Ell .ry ROOM, 3' MIN FROM SUPPLY AND RETURN VENTS 6„ 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 0 0 - - I IN COMPLIANCE WITH LOCAL GOREcam D \ in R DW is NEW WOOD FLOOR: N \ O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 5GREW); SCREW PERIMETER OF 5HEATHING 4" O.G. 4 12" O.G. _ - - - - - - - - - - - - - -- INTERIOR. = Q � � 2.NEW FINISHED FLOOR ,5" PLANK;LIGHT GRAY;H.O. TO VERIFY COLOR AND FINI5H x ® NEW TILE FLOOR: RAILING 4 O OO ' 17 6 P05T5 TO BE � ® � � O I. NEW TILE FINISH (H.O. TO SELECT) UPON WOOD;SPINDLES L - O O 12 NATURAL LIGHT I 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON Z ' - 4-0 -0 O VENTILATION O 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON TO BE METAL PROPOSED FLOOR ! ' 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); V 4 I 5 AREA 465 SCREW PERIMETER OF 5HEATHING 4" O.G. 4 12" O.G. m - KITCHEN PROPOSED '" _ INTERIOR. gas S.F. GREAT ROOM A-30I z R % REQ. S.F. PROV. LIGHT 250 S.F. = TYPICAL BATHROOM NOTE: O O I. WALL BOARD REQ,D 51.2 S.F. 145.0 S.F. i U VE WOOD r I.I. IN5TALL MOISTURE RESISTANT GYPSUM BOARD C7 NT OARD IN D - NT 15.6 S.F. 1015.2 S.F. Z BURNING ALL BATHROOMS z FIREPLACE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS O Q 2. SHOWER FLOORS N 105 PROPOSED 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ui O 10 2.2. CONCRETE MUD-5ET(SLOPE I/8" PER FOOT Z lob L - J DINING ROOM a TOWARDS DRAIN) UPON "ZONE 1" 215 S.F. _ 2 cV 2.5. WATER PROOF MEMBRANE TO COVER SHOWER V REF 2'-8" 12'-'i" - FLOOR, WRAP DRAIN 4 ATLEA5T 15" UP WALLS (L II O I NEW LAUNDRY ROOM/CLOSET: N :2 1._ O 1. NEW WASH /DRY HOOK UP N w/51ZE OF EQUIP. O \ 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s Z 5.PROVIDE HOOK UPS AS REQ'S PER MANU. H Mn -----------� - - -�-- 6 r\ BUILT-IN CABINETS 4 SHELVIN \ \ I m ue. z ail \ r PROP. URANDW-'-D _ DRYER EXHAUST NOTE- 2 Ix \ PROP. O PWDR. r- - - - _ - I. DUCT SHALL TERMINATE TO EXTERIOR z \ RM 6" 4' S" 3' ' 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY O fs 112 cV PANTRY 25 S.F. PROP. - �I'i T ( _ L) IL 10"I ;0 4o S.F. T V O" WALK-IN , OPENINGS 1- _ z 3.DUCT SIZE AS PER MANU. CKDRAFT DAMPER 6 s8 S.F. zlJp 5. DTRANSUCT ITIONLDUCTS SHAL BE L NOT BEACONCEALED WITHIN \ T 6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO A-l0 �9 tll O -� III �� 1 b CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM m (I6) I ® M X. 2 DN. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO N PROPOSED _ 13 (I ) r ® MIN. 1011 it EXCEED 8 FEET AND SHALL BE LISTED AND LABELED Tq�,� - " 2-52° ' IN ACCORDANCE WITH UL 2155A. N 520 S.F. DN 115 b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D Q - 113 �� METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS O O 4 , ., I-I RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST A-301 I IOq 6i m 11 - A-301 S GTS ALL NOT BE CONNECTED WITH SHEET-METAL PROJECT: O - in (I ) f ® M X. 2 UP I6 0 3:5 N - �- A-104 (I ) Tr ® MI loll T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER `PROVIDE FLOOR PROP. 1O O"-* 6'-O" �'-2'-O" `'fl FEET FOR EACH 4LOCATION TO THE5 ALL OR ROOF BEND AND 5 FEET EDUCFOR ED 2. q0 �\ - 3'-I I 3-b FOYER ZONE 2 NATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 K 0 U VA R AS FINISH EU 145 S.F. . O \ "RUS FINISH B M" !6 3 ® ® BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES \ \ COLOR UI B;E 3 NOT INCLUDE THE TRANSITION DUCT. \ SELECTED BY g OPEN TO RESIDENCE „ ABOVE PROPOSED 108 2-0 - NEW ATTIC ACCESS - PULL DOWN STAIR: 2'_4.� 110 5 O BEDROOM O 1. MIN. 550 # CAPACITY / er 1412 S.F. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. PROP. � 3.DBL. RAMING WHEN NEW OPENING HO SOUNDVIEW AVENUE / - - Optlon5 m 0 4.INSTALL AS PER MANU. SPEG.'s MATTITUCK, N.Y. 11952 101 L/ - � � 114 FLOOR N 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS Iq2 S.F. - - - - - - - AREA THERMOSTAT: DRAWING TITLE: -� % REQ. S.F. PROV. 10 I. PROVIDE THERMOSTAT FOR 3 ZONES;ZONE I 22'-l0" PRO LIGHT - MASTER BEDROOM SUITE, ZONE 2 FIRST PROPOSED FIRST FLOOR PLAN 15.4 S.F. 25.0 S.F. FLOOR 4 ZONE 3 SECOND FLOOR V O ROOM ENT 2. H.O. TO SELECT MODEL; INSTALL AS PER 60 S.F. I'-O" B B R�EQ 7,7 S.F. 24.2 S.F. 102 �' MANUF. SPECS cV 5_O 2 in A A 12'-10" m ROPOSED ELECTRICAL METER: COVERED REMOVE 4 RESET EXIST. ELEG. METER AS PER PORCH NYS MEGH. CODE, 4 UTILITY 00. STANDARDS O A A ,SF A A PAGE: ELECTRICAL PANEL: 2'-5" 2'-T" 3'-b" '1'-O" 3'-b" 12 NEW ELECTRICAL PANEL LOCATION;ALL „ 14-O „ INSTALLATION AS PER NY5 ELECTRICAL CODE A-102m0ml I O-5 O FIRE RATED DOOR: D r PROPOSED BLUESTONE in 13 39X6 1 HR. SELF-CLOSING STEEL DR. W i N � a DN. PORCH 4 STEPS �❑ ❑❑ PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLER: 4'-10" 13'-2" 13'-2" * 4'-10" 'f" 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 04/29/24 6 OF 19 2.PROVIDE TONNAGE FOR SECOND FLOOR ZONE 3 4 7" "ZONE 4';UNIT LOCATED IN ATTIC. 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT Q WATER/BOILER COMBO TO NEW COIL PROVIDE (2) NEW 4 TON A/C CONDENSERS: 'T4'-10" IS I. UNITS BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE 2" 4 SECOND FLOOR "ZONE 3" 4 "ZONE 4" to N 3.INSTALL AS PER MANUFACTURER SPECS O 4.INSTALL UPON CONCRETE PAD A5 PER DETAILS 'fi�O�OS I7 F I R5T FLOOD' PLAN I6 PROVIDE 8" HORIZONTAL PAINTED SHIPLAP ® FOYER WALLS 4 STAIRWELL 1,1 f2e .5 S.F. HABITABLE Sfi'AGE; 2481.5 S.F. OROSS AREA sGALE: I/4° = I'-o° RM.r 1� FIREPLACE TO HAVE WOOD MANTLE 4 LINEAR FINISHED BRICKS; H.O. TO SELECT FINISH 18 ARCHED OPENING. SEE SECTION 5-5 FOR PROFILE DIMENSIONS OE I EF'AL 5'I'� 50L <E""`lt' : SEE PA�/E A- 104 .00 FOR N I I DON �OOR SGHEDU ES FLOOR PLAN NOTES _ N EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. DOOR NOTE: 0 I. INSTALL NEW INTERIOR DOORS WHEN GALLED 0- OUT ON PLANS BY JELD-WEN' (OR EQUAL). Q EXISTING TO REMAIN WHEN APPLICABLE) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 0 � NEW WOOD FRAME (L.6. F- NEW FOUNDATION WALL / OUT ON PLANS BY 'THERMATRU' (OR EQUAL). Lu LLI j 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEC.'s J (u STL. WHEN APPLICABLE) 5.PROVIDE (2) 2"x8" HDR.,U.O.N. M 4.SEE PAGE 6- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ELEMENTS AROUND R FOR ALL OTHER FRAMING N D DOORS (TYP. FOP, ALL) U.O.N. < WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS WINDOW NOTE: WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN O 0 P05T FOR b" WALLS), U.O.N. ELEVATE SERIES CASEMENT, DOUBLEHUNG,OR _ NEW 2-HR FIRE RATED GLIDING(AS NOTED); INSTALL AS PER MANU. +� }- WOOD FRAME (L.6. 5TL. SPEC.'S. SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PACE 6-002 FOR MINIMUM REOUIRED O C z 0 WHEN APPLICABLE=) WINDOW PERFORMANCE. IF CASEMENT WINDOWS - 0- N ALL G5MNT WNDW5 SHALL HAVE STRAIGHT ARM >1 2: V N HINGE WHEN C : i 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE 0 0 a'' TILT WASH .0 0 4-1 � 5.ALL GLAZING WITHIN Ib" OF FF TO BE TEMP. CL. 4-' (V J � 4.5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND C cu WINDOW5 (TYP. FOR ALL) U.D.N. - PROV. (2) 2"xIO" Q HDR U.O.N EGRESS NOTE: IN COMPLIANCE WITH NEW PORK STATE BUILDING CODE, SECTION R5I0.2.1;THE FOLLOWING MEANS OF /� E6RESS SHALL BE FOLLOWED: W NET CLEAR OFENINO........... 51 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM STAIR 4 RAILING NOTE: -•�•-J I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 MIN. 10" Tr - RISERS SHALL BE CLOSED • 2. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; n 56" H16H HANDRAIL 4 SPINDLE SPACING NOT (jam -A TO ALLOW PASSAGE OF A 4 0 SPHERE (LTL Jl 5. 6RIPPABLE RAIL AS PER CODE T y 3A STAIR TREADS, RAILING 4 POSTS TO BE WOOD • O 4 MATCH PROPOSED FLOORING 3B Vt O SPINDLES TO BE METAL 5B STAIR TREADS, RAILING a SPINDLES TO BE PROPOSED I WOOD BALCONY SMOKE DETECTOR / GO DETECTOR NOTES: •V , 4 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT n 1 230 S.F. - - - - - - - - - - - - - - - - p SMOKE /CARBON MONOXIDE COMBINATION DETECTOR - - - - - - - - - - T - - - - HARD WIRED TO EACH OTHER 1-4/BATTERY BACKUP. Q _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2.INSTALLALLASPERMANU. 5PEG.'s, ATHT'SPOINTOF ROOM, V MIN FROM SUPPLY AND RETURN VENTS 64'-5" 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4'-4Y2 Iq'-Oy2" 41'-0" ( IN COMPLIANCE WITH LOCAL GORE '7-p NEW WOOD FLOOR: K 201 I K TO BE TEMPERED I O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SOREN; O SCREW PERIMETER OF SHEATHING 4 O.G. 4 12 O.G. INTERIOR. 2.NEW FINISHED FLOOR 8" PLANK;LIGHT GRAY;H.O. TO 12' 10" I5'-4" f I VERIFY COLOR AND FINISH 2 SLIDER a FAMILY - I ROOF NATURAL LI5HT � ROOM TO BE ( NEW TILE FLOOR: VENTILATION INSTALLED 4" ABOVE 7 I O I. NEW TILE FINISH (H.O. TO SELECT) UPON FLOO FINISHED FLOOR I 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON Z AREA? 150 S.F. PROPOSED 5.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 0 i I I D � FMO. S.F. PROV. FAMILY ROOM =N 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4SCREW); V 150 S.F. 3'-O" G.H. SCREW PERIMETER OF SHEATHING 4 O.G. 4 12 O.G. LIGHT 6 INTERIOR. I Q,D 12.0 S.F. 5q.o S.F. NATURAL LIGHT $ m CHIMNEY _ N VENT 1 LATI ON ENCLOSURE D 5 VENT 6.0 S.F. 41.4 S.F. _BID ® -' A_3ol TYPICAL BATHROOM NOTE: o A I I REO D FLOOR PROP. MASTER - - - - - I O 1. WALL BOARD V cu i AREA 150 S.F. 4'-II" BATHROOM - 5'-0" G.H. I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN L PROPOSED ryo REQ, S.F. PROV. BENCH \I 165 S.F. I ALL BATHROOMS z 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND O O CATHEDRAL q,_Y2„ TUB SURROUNDS 0"I50 S.F. LIGHT CEILING CATHEDRAL 12.0 S.F. 25.6 S.F. l 1I I 2. SHOWER FLOORS V1 GEILIN6 RE01M _ _ '1-O G.H. W 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON C7 - M -I - - - - - J L 2 I O I'-O" Q D 6.0 S.F. 55.1 S.F. Ti � T�� I O ` I 2.2. CONCRETE MUD-5ET(SLOPE I/8" PER FOOT z - - - - - - 5'-l0" 2oq �D ` TOWARDS DRAIN) UPON CATHEDRAL I I 2.5. WATER PROOF MEMBRANE TO COVER SHOWER U 5-0 214 CEILING FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS ui SM/GO "kfHE "� - PROP. NWHELD.= r 6Y24- - - - - - - - NEW LAUNDRY ROOM/GLO5ET: N 2o"I ND O �O1. NEH KASH /DRY HOOK UP L e _ PROP. SITTING D fn O a NIGH 6 `� O �, 208 4 SM/G "� 18 ROOM 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s Z to S.F. w/SIZE OF EQUIP. 0 i t0 7'-II" (q 101 S.F. PROP, 3.PROVIDE HOOK UPS AS REO'S PER MANU. 2'-O" ri r- i' WA K-IIN 206 205 - - - ilul _ _ _ z w u�1 '7 8 3'-2" I "ZONE I DRYER EXHAUST NOTE: w It Z 10 Iq S.F. I I. DUCT SHALL TERMINATE TO EXTERIOR L - ROP. I 2 DUCTOPEN SHALL TERMINATE MIN. 4-O FROM ANY a 4'-6" 3'-6" A -IN -�I - 5.DUCT SIZE AS PER MANU. o Q L. 5'-0" C.H.BENCH - - - Q 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER _ ® _1I/ ® SM/GO 25 S.F. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - 6 i'2 - -7 FLOOR AREA ® m I ) i ® M X. �.-75DN. _ `9 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO (62 D '!'-O" OR HI CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Rt O, �O (I ) I r ® MIi . I = 54 S.F. 5'-0" G.H. SHALL BE LIMITED TO 51N6LE LENGTHS, NOT TO � {� JZRO 2 SM/GO m 203 Ip - J ( EXCEED 8 FEET AND SHALL BE LISTED AND LABELED c IN ACCORDANCE WITH UL 2155A. Lu ARCH OPENING 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D Q a -I m 211 I I-I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTSin 0 A-501 -4'_8p A-501 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 3 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL PROPOSED H I SCREWS PROJECT: p BEDROOM 5-5Y2 212 ROOF 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 2qo S.F. 16 ` I LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LEN6TH OF DUCED 2.5 PROP. n `CATHEDRAL I PROPOSED I I FEET FOR EACH 45°EBEND AND DUCT L FE BE ET FOP,EACH q0° KOUVARAS SE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES q'-4" GEILIN6 I AATER - J J NOT INCLUDE THE TRANSITION DUCT. RESIDENCE 5 lin GL. - - - - - - - 2s s.F. 3'-6" • BEDROOM - - - - - SM/OGO I OPEN TO PROPOSED BELOW 18o s.F. CATHEDRAL 5 D O NEW ATTIC, ACCESS - PULL DOWN STAIR: GEILIN6 I BEDROOM Ut � I. MIN. 550 # CAPACITY 216 145 S.F. Q I N 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 2 - NATURAL LIGHT o 22 x5o) 80 SOUNDVIEW AVENUE o VENTILATION 5.DBL. FRAMING WHEN NEW OPENING MATTITUCK N.Y. 11952 NATURAL LIGHT 4.INSTALL AS PER MANU. SPEG.'s 12'-10" iv = FLOOR VENTILATION 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 145 S.F. G 2 G G AREA H FLOOR THERMOSTAT: DRAWING TITLE: - - - - REQ. S.F. ROV. S.F. PROV. AREA 10 I. PROVIDE THERMOSTAT FOR 5 ZONES;ZONE I - - - - LIGHT - 5'-O"H. 10-1 S.F. - - - - - - - - - - - - - - - Q,D I I.6 S.F. 15.6 S.F. E E �Q D ######### 2e.h S.F. OR FLOOR bMASTERZONER3 SEGOOOM UND FLOORITE, ZONE 2 FIRST PROPOSED SECOND FLOOR PLAN - VENT - = VENT GREATER 2. H.O. TO SELECT MODEL; INSTALL AS PER - - - - - - - - - - - - - - - - �p,D 5.8 S.F. I6.� S.F. --�I� �p ######## 55.1 S.F. MANUF. SPECS 4'_4" 4'- " 2'-8" I REQ'D iY % REQ. S.F. PROV. m I -ry H H t m m - m I LIGHT �Q,D 8.6 S.F. 15.& S.F. 11 ELEGTRIGAL METER: REMOVE 4 RESET EXIST. ELEC. METER AS PER Q Q Q Q VENT 4.3 S.F. Iq.4 S.F. NYS MECH. CODE, 4 UTILITY CO. STANDARDS REQ D 5'-II" 5'-(1 'i'-O" PAGE: ELECTRICAL PANEL: 14-0' 5-?Y2 14'-O I5-O 141-011 NEW ELECTRICAL PANEL LOCATION;ALL 64'-5" INSTALLATION AS PER NYS ELECTRICAL GORE � ®� � D I FIRE RATED DOOR: 0 13 0l 5QX6 I HR. 5ELF-CLOSIN5 STEEL DR. L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PROVIDE (1) NEW 4 TON HYDRONIC AIR HANDLER: 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 04/29/24 7 OF 19 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 5" 4 "ZONE 4";UNIT LOCATED IN ATTIC. 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL FIRCFOSF-17 SECCN 7 FLOOD' PLAN PROVIDE (2) NEW 4 TON A/C CONDENSERS: 15 1. UNITS BY "RHEEM" OR APPROVED EQUAL SCALE: 1/4" - I�-O'- 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE I,5g4.2 S.F. HA51TABLE SPACE; 2,155 S.F. OR055 AREA - 2" 4 SECOND FLOOR "ZONE 5" 4 "ZONE 4" �. 5.INSTALL AS PER MANUFACTURER SPECS 4.INSTALL UPON CONCRETE PAD AS PER DETAIL 16 PROVIDE 8" HORIZONTAL PAINTED SHIPLAP 0 `0 W FOYER ALL5 4 5TAIRI^IELL ..y 1� FIREPLACE TO HAVE WOOD MANTLE 4 LINEAR ...`',_},i-f;._ �. FINISHED BRICKS; H.O. TO SELECT FINISH to 18 ARCHED OPENING. SEE SECTION 5-5 FOR PROFILE DIMENSIONS / DOOR 50HEDULE > DOOR MATERIAL 45 MIN. RATED SELF-CLOSING TAG DESCRIPTION MANUFACTURER Q FIRE NOTES a Q WIDTH HEIGHT � � � T 6 FIRST FLOOR LLI cu -IF 101 HEADER AS SWING THERMATRU 3'-O" '7'-O" _I SECURE HANDRAIL TO WALL ON AT LEAST ONE m —T— SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEG.19; Q : J 102 SW 2 SWING THERMATRU '-6" •7'-0" F PLANS AND NOT PROJEGTIN6 MORE THAN 4V2" INTO C � 1 PITCHED METAL 5TAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT 105 4 PANEL SLIDERS MARVIN II'-q" 'i'-2" � � EL5PD120'70 oXXo J015T HANGER BY .� O 1 '51MP50N' OR EQUALCD 104 4 PANEL SLICERS MARVIN II'-q" '1'-2" ELSPDI20'10 OXXO _ — — _ _ _ _ — — — _ _ p c Z O >l, 105 SWING MARVIN 2'-6 T-2" ELIFD26"10 \ a ,� JJ �l c � N 1 SWING THERMATRU 3'-O" 7'-O" �� - - o �=' c4 6ARA6E� K MIN. SPACE BETWEEN a--� 107 OVERHEAD q-O 8'-O • N, WALL AND HANDRAIL c O N 108 6ARA6EI q'-O" 8'-O" • °/a" PINE RISER Q FOVERHEA� loci17 5WIN6 _7E 3'-O" .7'-0" °/a" PINE TREAD 57AM7)ARDS FOR ORIFIfAE3LE HAND RAIL \ 110 _77—BARN DO(: JELD-WEN 3'-O" '7'-O" �• I, SCALE: NTS U � o GROSS SECTION � 1 III 777 5WIN6 JELD-WEN 2'-4" ,'-O" _T MIN. x z pr HANDRAIL -IF I" ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR �� 112 BARN SLIDING JELD-WEN 2'-6" "1'-O" �� w/Ya" RADIUSlu t , J (NOT INCLUDED IN T TREAD DIMENSION) / 4"-6y41: U — 113F 5WIN6 � JELD-WEN 2'-6" •7'-O" • II/ >l 114 —IF_DOUBLE 5WIN6 JELD-WEN 2'-8" ?'-O" • �� 4 -2 PER1— �'4� ^ ` l � V2 a II W MIN. :_ :� �z METER M/�X_T J115 BARN SLIDING JELD-WEN 31_O1, ? O O 116 SWING JELD-WEN E2'-6" -"-0., JD::]==� / � ""('- � tu ul > SECOND FLOOR O ju N U 201 SLIDERS MARVIN 6'-O" 7'-2" • ELSPD6o"70 0 / � Owl :� ,� / 202 7RESERVED �� F INSULATION,IF UNDERSIDE 5MNFR51S FACING d _77— STORAOVNON HABITABLE SPACE \ 203 SWING JELD-WEN 2'-6" T-O" 204 POCKET JELD-WEN 2'-6" "i'-O" ' STORA�OE UNDER " GYP. BD. 205 5wIN6 JELD-WEN 2'-4" 7'-0° (WHEN A AFL I GA�LSE) > 206 5WIN6 JELD-WEN 2'-4" '71-0" 20-7 SWING JELD-WEN 2'-8" T-O" 208 SWING JELD-WEN 2'-6" T-O" I, TREATED 2 xl2" SILL FOR CONTACT 20q 5WIN6 JELD-WEN 2'-0" 1'-O" w/GONG. (IF APPLICABLE) 210 SWING JELD-WEN 2'-4" '1'-0" I • I�� 211 5WIN6 JELD-WEN 2'-6" "i'-O"\ INSULATED/SELF V) / FCLO51NO Z 212 SWING JELD-WEN 2'-6" 1'-O" o U 213 POCKET JELD-WEN 2'-4" Z 214 5wIN6 JELD-WEN 2'-6" '1'-0" '-0 T-O" INTERIOR Y OOD G T A I R DETA I L z215 w AA-104.01 a 216 5WIN6 2'-0" T-oil SCALE: 3/4" = I'-O" w -A a 217 5WIN6 � IE 2'-0" T-O" Q > BASEMENT z O �F �� ilu U7 001 SWING THERMATRU 2'-6" T-o" • z w � / 002 SWING JELD-WEN 2'-8" '7'-0" �� INSULATED/SELF NOTE: 2 z CLOSING I. IF FIN15H MASONRY USED (SUCH A5 0 a 003 -IF- SWING JELD-WEN 7E 2'-8" "1'-O" [✓f HOHTBLUESOF LANDING5AS REODTO JTOT ACCOUNT FOR FINISH MA50NRY 004 SWING JELD-WEN 2'-6" "I'-O" 2. ALL HORZ.SURFACES SHALL BE PITCHED — — O 1:48 AWAY FROM BUILDING 005 SWING JELD-WEN 2'-6" 1'-0" N 3. FOR SLABS ABUTTING FRAMING,INSTALL COPPER FLA5HIN6 FROM 12" ABOVE AND w cV \ 006 -IF- SWING JELD-WEN L(2) 2'-4" "1'—O" I - ADJACENT TO SLAB, BED ALL FLASHING Q 0 IN ASPHALTIC MASTIC 4" P.GONG. SLAB � 0 I" UPON COMPACTED PROJECT: 00"1 SWING JELD-WEN E3'-O" '7'-O" F W 6x6 I0/10 WWM • : �: � STAIR WISTAIR DTH=63 CALCULATIONS ' 6 : (TYPJ FILL DOS SWING JELD-WEN (2) 3-O •7-O:: • PROPOSED NEW AREA= 45.0 S.F. GRADE c� REBAR BENT TO = KO UVARAS OOq SWING JELD-WEN 2'-6" '7'-O" • 43.0 Ft. X O.I'1= '1.31 � __s__° _- ,.31/3.1= 2.4 VERT. FT. OF 2' DIA RING REO. SLAB AS SHOWN ALL NEW WINDOWS SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. 5PEC.'5. SEE PAGE "6-003" FOR NAILING d 5TRAPPING DETAILS; H.O. 8 PROVIDE (U V DIA. X V-0" DEEP 5TORM C ONTRACTOR TO VERIFY ALL W W INDO DETAILS BELOW BEFORE PURGHAVN6: WATER LEACHIN6 5Y5TEM RESIDENCE •'��' /\/\/\/ • EXTERIOR FINIS - COLOR EE30N •° // // / /\/6 / / � • INTERIOR FINISH - TBD • HARDWARE FINISH - TBD • DIVIDED LITE5 - GRILLE5-BETWEEN-THE-GLA55; COLOR "EBONY"; PLEASE REFER TO ELEVATION DRAWINGS PAGES A-201 8 A-202 FOR GRILLE PATTERNS **5EE R **DOOR SCHEDULE FOP, ALL CLASS DOOR5 FROM SAME MANUFACTURER (U #4 REBAR ® EA. �. ,5 is• // G //\// // // // STEP;3" GVR ® ENDS % \\ \\ \\ \\ \\ \\ \\ 80 SOUNDVIEW AVENUE WINDOW CHART \/\\/ MATTITUCK, N.Y. 11952 EGRESS ° \\\\\\ \\\\\\\\\\\\\\\\\\\\/ CLEAR 1O" • '°/ // DRAWING TITLE: ROUGH OPENING WINDOW DIMENSION 3-6 TAG TYPE MODEL # OPENING TEMPERED LANDING MIN. ° ° i' /\\/\\/ �COMPAGTED WDTH REO'D: 20" . ��i FILL /\/\/\/ HEIGHT REOD:24" d a• °✓i: // // // / '�� // // ~ WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 5.F. m � ,�!�; \\\ \\#4 REBAR ® lo\�\\\\\\ \\\\\\\\\ z_ O SCHEDULES & PLAN NOTES 4"C GONG.SLAB w/ 2"x4" r `�� /�//\ \'O.C. (MIN. 3) X\//\// / /// iL A GASEMEN'r ELGA3"i5q 3'-1" 4'-II " 3'-0" 4'-11 �" [� 6"x6"-10/10 W.W.M. KEYV4AY ° _ .,%,: \\ \\ \\ �, �, �, �, \\ \\ \\ \\ \\ \\ _ D_ DESIGN DETAILS ----�� UPON COMPACTED FILL •, i�i /` // // �/ �/ // // // // // // // // O O • yam /\/\/\/\/\/\/\/\/\/ B GASEMEN'r ELGA2G5a 2'-5" 4'-II " 2'-4" 4'-II �" 4" DRAIN CONNECTED °• �'�i'� , /\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ —J TO EXIST.MAIN LINE / / / / / G CASEMENT ELGA333q 2-dill3-3 2-8 3-3 // // ti // / // //\//\//\// NOTE: / / / / / / FINISHED L-�- • ° � --__-_• .� \/\�� \ \ \ \ \ \ ALL P. GONG. - � FLOOR T----�- a--- •• '� \ \\/� �e \/\/\/\/\/\/ /\\/\\/ PAGE: D CASEMENT ELGA334"1 2W 5'-5" 3'-II " 5'-4" 3'-11 J" -1."1 S.F. �\ \ \ \ \ \ SHALL BE 4,000 #4 REBAR COW. ® 10 O.G. (MIN. 3):i l� :: 111 FINISHED (I) #4 REBAR GONT. \\/\\/\\/\\/\\/\\/ 0 E 77��SEMENT ELGA2g43 3W 2-5 3-"i 2-4 3-7 GRADE 11 /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ A-1 4 ■ F GASEMEN'r ELGA2131 2'-5" 2'_"i " 2'_4" 2'_7 J" #5 BENT REBAR ® 12" O.G. . I, \\ /�\\/�\\/�\\/�\\//\\//\\// II // // // // // // // // // // // // // // //\ G AWNING ELAWN4g21 2W 8-I 2-3 8-O 2-3 8 THK. P. GONG. WALL 1I \\ \\�\\ \\�\\�\\�\\�\\ \\�\\ \\�\\�\\ \\ \\ \\ \\/ I° \ \ \ \ \ \ \ \ \ \ \ \ \//\//\//\// DATE: 04/29/24 8 OF 19 :, (I) #4 REBAR CONT. II \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ H GASEMEN'r ELGA2535 2-I 2-Ii 2-0 2-II cJJ •' //\/ > —IF = WDE x 12" DEEP ..° . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ HT CASEMENTIF ELOA2555 2'-I" 2'-I I " 2'-O" 2'-I I �" [� 15" J GA5EMEN'I ELGA3143 3W q'_O" 3'_1 " - I \ (2) #5 HOR. REBAR I`5 fs. K GA5EMEN'r � ELGA334'1 3W 8'-I" 3'-II v-O" 3'-ll �" -L8 S.F. BASEMENT EXTERIOR MASONRY STAIR DETAIL FLOOR ` L GASEMEN'r I ELGA3335 2-q 2-11 2-8 2-I I ill �� ji SCALE. 5/4 I O M GA5EMEN"r I ELGA33301 2W 5'-3 " V-4" v-3 -IFEO RESS N I NDON NEL.L. DETAIL � �A P AWNING ELAWN3723 3-IIF I-I I J3-O I-11 2 A-104F .01 = 5 d, ro SCALE: 1/4" I'-O" O CASEMEN'� ELGA3347 2'-q" v-11 ill 2'-8" 3'-II 7.8 SF b `/ _7� _7F OT CASEMENI ELCA5541 2'-q" v-11 i" 2'-B" 3'-II k "i.8 5F F_ Q R77 CASEMEN7� ELOA2143 I'-8 3'-'1 " CL Lu cy) 4-1 c\j Lr) 0 0 Z T0'— I CL cu c: :3 c\j 0 0 :t -c C) 4 4-J U-) 4-J c\j cu 4 0 77 < 11 H I -0 IA 4-) (D 00 FF F.F. zx L-I'L� LLi -j, LL(E)�\l LJ /L —1 1 IA Ap I v I I z 0 M z 0 C) cl NORTH ELEVATION (FRONT) SCALE: 114" P-0" a V) z (L (n ELEVATION NOTE5 z 0 (D SEE AL50 NOTES AT SECTION Ln z �jl HARDIE BOARZ) $ BATTEN; V4HITE/LI0HT CRAY (x z 0 HARDIE CEMENT LAP SIMINO; NHITE/LIOHT SRAY ..... ---- ---- NEV4 R.00FINQ NOTE (7YFJi ix T-4 SEE AL50 NOTES AT SECTION c%j NEN METAL ROOFIN5 NEkq ASPHALT SHINOLE ROOFIN16 5Y 'C7AF' (OR EOUAL) (MIN 50 YR. KARRANTY) PROJECT: NEki 6" SEAMLESS OU77EIZ5 4 DONN5FOUT5; HHITE KOUVARAS (T**(F.) ALUMINUM HALF ROUND ALL ROOF PRIF Er,>OE5 TO BE BLACK RESIDENCE PROVIDE CONCEALED FLA5HINO AT ALL ROOF INTERFACES. E 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 TYPICAL 5/4x(b 'AZEK' kiHl E (OR, E01 1. PROVIDE AT ALL FRIEZE WARDS 4 SOFFITS 2. PROVIPE AT ALL FASCIAS F.F, DRAWING TITLE: olo PqINDON 4 QOOR TRIM (TY :`) 5/4x5 'AZEK' HHITE (OR EG) PROVIDE AT ALL NlNVOPqS 4 PROPOSED EXTERIOR ELEVATIONS DOOR'S EXTENr�) OHIMNEi' TO 5'-0" ABOVE ROOF NITHIN 101-011 Nrzkq CRI CKET (TYP): 2"x4" FRAMINC.; a 16" O.C.;PROVIDE ICE SHIELD LAPPED IV' IN ALL DIRECTIONS 4 FULLY FLASH. STRUCTURAL COLUMNS 4 HEADERS To HAVE VAHITE FINISH; A AR PROV. 'PERMACA57' OR EO. 6 COLUMNS -t- A 0 =1 -20 . FPOF05rzD PATIO 4 STEPS TO BE BLUESTONE PROVIPE IDENTIFICATION OF BUILC>INC-7 STRUCTURAL DATE: 04/29/24 9 OF 19 TRUSS TYPE COMPONENTS; STICKER TO BE PLACED AT ELECTR.10AL METER rFF- 7 e X Ll a LLL� III :4; NEST ELEVATION (RIOHT SC)F-) -0" SCALE: 1/4" P ELEVATION NOTES ONEW SIDING SEE ALSO NOTES AT SECTION Q IA HARDIE BOARD d BATTEN; WHITE/LIGHT GRAY Lu W W Ca J IB HARDIE CEMENT LAP 51DING; WHITE/LIGHT GRAY (h p Q ;�' (V O NEW ROOFING NOTE (T"rP)_ � 8 g_6� m _� SEE AL50 NOTES AT SECTION O � .'- � ® NEW METAL ROOFING / -- - _ _-- __— _ O Z O - n� cc - - �B NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EOLAL) — O (MIN 50 YR. WARRANTY) — / -- — _ .� +-+ C6 O O NEV4 II SEAMLESS TE Q (TYPJ ALUMINUM HALF ND DOWNSPOUTS;WHITE i -'- -- - - IA i - - - - O4 ALL ROOF DRIP EDGES TO BE BLACK O PROVIDE CONGEALED FLASHING AT ALL ROOF OTYPICAL 5/4x6 'AZEK' WHITE (OR EQ): -- — ---- — `fl r I. PROVIDE AT ALL FRIEZE BOARDS d SOFFITS 2. PROVIDE AT ALL FASCIAS --- -- _-- (D WINDOW 8 DOOR TRIM (T7'F) _ _�_ --� — — -M— -- oon , 5/4x5 'AZEK' WHITE (OR EO) PROVIDE AT ALL WINDOWS 3 DOORS F.F. F.F. F.F. LJJ O EXTEND CHIMNEY TO 5'-0" ABOVE ROOF WITHIN I I I I I I I I H- 1 11 11 _ 1 11 11 11 1 11 11 11 11 11 11 1 � -- - 6 NEW CRICKET (TYP.): O 2"x4" FRAMING a W' O.G.;PROVIDE ICE SHIELD V LAPPED IS" IN ALL DIRECTIONS 4 FULLY FLASH. STRUCTURAL COLUMNS 4 HEADERS TO HAVE WHITE FINISH; 10 PROV. 'PERMACA5T' OR EEO. 6 COLUMNS II PROPOSED PATIO 8 STEPS TO BE BLUESTONE Q Q PROVIDE IDENTIFICATION OF BUILDING STRUCTURAL ' T I2 TRU55 TYPE COMPONENTS; STICKER TO BE I03 Io4 0 PLACED AT ELECTRICAL_ METER Io II SOUTH ELEVA71ON (REAR) Z 0 SCALE: 1/4" = 1'-0" z 0 C) Z D 0 W C� z Q 2 U W a Q z 0 LLJ — — - o g - --- - -- - - -=- 0 a e—.-vim: ---=- ---- -- -- - --- --- -- - ----- _-- --- -- _ --- - _ cli ----- ---- --- -- ------ --- ------- -- --- i -- - - - - - -- -- `t - ---- -- — � o / KOUVARAS 4 RESIDENCE F _ _ F.F. 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: Los PROPOSED EXTERIOR ELEVATIONS IF PAGE: 17� DODO DODO A-202mOl I r7 F=-] L - - FFr— DATE: 04/29/24 10 OF 19 I nn ICI I oUU U U L - - - - - - - - - 2 � EAST ELEVATION (LEFT 51I7E) `4 SCALE: 1/4 = P-011I b�' BUILDING 5EGT1 ON NOTE5 NEW ROOFING NOTE (TYPJ: Di I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS 2. INSTALL ICE AND WATER. SHIELD FROM FA501A _—_—_—_—_—_—_—_—_ __— PROPOSED RIDGE HEIGHT O UP TO 24" FROM INSIDE FACE OF STUD WALL ELEV. +2"i.a' L1J AND AT VALLEYS OVER J cc 3. INSTALL 15 # BUILDING FI=LT (U.O.N.) OVER 12 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL C� SEAMS) .ry 10 ��,' E (� 5. GAP SHINGLE OVER RIDGE 8 HIPS (AS REO D) Ln 6. PROVIDE RIDGE VENT (AS REO'D) O O '7. FLASH ALL PROPOSEDo VALLEYS 5.INSTALL DRIP EDGE (BLACK) AS REa'D ATTIC a_, (D Q. INSTALL ALL AS PER MANU. SPEG.'s -� p O Z O KA a- TYPICAL ROOF 4 CEILING CONSTRUCTION: T •O U O • NEW ROOFING AS NOTED O O (V • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD O O 4 (.0 SEAMS) • R.R.,G.J., d G.T. AS NOTED ON PLANS (6 SPANS OVER � Lo 8' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) O C • PROVIDE R-49 BATT INSULATION W/2" SPRAY FOAM Q 0 G O AT EAVES •• AT CATHEDRAL CEILING PROVIDE l" SPRAY FOAM Q INSULATION (R'i PER INCH = R-4q) TYPICAL EXTERIOR WALL c'ON51RUGTION (TYP.): W O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® PROPOSED PROPOSE ALL PLYWD SEAMS) PROPOSED WALK-IN WALK-IN • 2"xb" STUDS ® 16" O.G. H/L'BL. TOP PLATE BEDROOM CLOSET G OSET PROPOSED SECOND FINISHED FLOOR • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-11 BATT _—_—_—_—_—_— INSULATION;TOTAL R-25 ELEV. +12.3' 4--j 70 • 5/5" GYPSUM BD. WALL FINISH U •- ONEW SIDING NOTE (TYP): n 1 I. INSTALL NEW SIDING AS GALLED OUT ON v/ ELEVATIONS 2. "TYVEK" HOUSE WRAP (OR EQUAL) 5. INSTALL ALL A5 PER MANU. 5PEG.'s 4. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION �❑ a 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION , WALL V 1 TYPICAL FLOOR CONSTRUCTION:NEW F.J. PER PLAN o O OSE � PROPOSED PROPOSED ER • — O FO MASTER BATHROOM PROPOSED FIRST FINISHED PL.YWD SEAMS) !^ • 3/4" GDX PLYWD SHEATHING (BLOCKING ® ALL DfNIN -RNi-B N HALLWAY FLOOR v , ELEV. +2.3' • F.J. AS NOTED ON PLANS (® SPANS OVER 8' W INSTALL "X" BRIDGING ® CENTER OF SPAN, PROPOSED Q U.O.N) GARAGE BASELINE • PROVIDE R-30 BATT INSULATION • SPRAY FOAM AT RIM JOIST;PERIMETER OF i _--_—_—_—_—_—_ BUILDING ELEV. • j��/��j/��j/�j///�j j/j j j/j j j j j j//j j j j/j jj/j j%/j j//j j//j j//,j� . j///j//j j j/j j//j j//j j//j j///•j//jj//j%j/j%//j%/j%%/j%//j% i% � • a. �j///j///jj//j///%///%j/j%jjj%j/%�j/%�j/%�//�%//�%//�%//� /�, • PROPOSED z BASEMENT BASEMENT FINISHED FLOO v • ------ ELEV. -'1.6' � N SECT 1 ON I-I/A-5O 1 0 0 U SCALE: 1/4" = I'-O" z 0 w 0 z 2 U w a N Q N p z PROPOSED RIDGE HEIGHT Ni, - - — — — U d A --- — 1 — o -- ---- - - — -- � — ATTIC _ _ a•_: __— N 3 PROJECT: 4 SLIDER® FAMILY ROOM TO BE INSTALLED 4" ABOVE 4 KOUVARAS 4 FINISHED FLOOR RESIDENCE i- PROPOSED PROPOSED 12 PROPOSED 80 SOUNDVIEW AVENUE Y FAMILY ROOM 6 MATTITUCK N.Y. 11952 PROPOSED SECOND FINISHED FLOOR � MASTER BEDROOM 12 BALCON ELEV. +12.3' ----------------3 r_ N DRAWING TITLE: Li BUILDING SECTIONS LJ 0 4 f r PAGE: PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED --- REAR PORCH _ O LIVING ROOM SIDE PORCH A-30loOl PROPO_5ED FIRST FINISHED FLOOR ELEV. +2.3 ------ - - 5 � BASELINE ELEV. +0.0' ------ s DATE: 04/29/24 11 OF 19 .� •x »� PROPOSED f� BASEMENT FINISHED FLOOR BASEMENT BASEMENTD `; a ELEV. -'7.6' ------------------------ — q_+� • 1, SECTION 2-2/A-50I SCALE: I/4" = I'-O" I � SECTION 5-5/A-50I SCALE: 1/4" = 1'-0" BUILDING 5EGTI ON NOTE5 NEN ROOF I NG NOTE (TYP.): - OI I. INSTALL NEN ROOFING AS NOTED ON L- - ELEVATIONS 2. INSTALL ICE AND HATER SHIELD FROM FASCIA UP TO 24" FROM IN5IDE FACE OF STUD HALL W AND AT VALLEYS OVER J CB 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER _ _ 4. I/2" GDX PLYWOOD 5HEA'THIN0 (BLOCK ALL SEAMS) - - -- ---- OJI - 5. GAP 5HINGLE OVER RIDGE 8 HIPS (AS REQ'D) --- -- - O In 6. PROVIDE RIDGE VENT (AS REQ'D) --- PROPOSED RIDGE HEIGHT - �_��----__�_ - ------ O d� '7. FLASH ALL VALLEYS ELEV. +25.0' _ -p a.INSTALL DRIP EDGE (BLACK) AS REQ'D 12 i } 9. INSTALL ALL AS PER MANU. 5PEG.'s 4_ O C Z 0 TYPICAL ROOF 8 CEILING C.ON5TRUCTION: a .m 0 20 NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD - - - SEAMS) � O ,'4.; � • R.R., G.J., # G.T. AS NOTED ONy PLANS (6 SPANS OVER 8' INSTALL "X" BRID61N(9 ® CENTER OF SPAN,U.O.N) Q 0 � O • PROVIDE R-4q BATT INSULATION W/ 2" SPRAY FOAM AT EAVES •• AT CATHEDRAL CEILING PROVIDE T' SPRAY FOAM INSULATION (R-I PER INCH = R-400 - TYPICAL EXTERIOR HALL GON5TRUGTION (TYP.): - Q T W O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) r • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • PROVIDE 2" 5PRAY FOAM (R-14);PLUS R-II BATT PROPOSED INSULATION;TOTAL R-25 BEDROOM PROPOSED SECOND FINISHED FLOOR T ELI • 5/8" GYPSUM BD. WALL FINISH ------------------ ELEV. +12.3' U • — NEW SIDING NOTE (TYP.): n 1 W O I. INSTALL NEW 51DINO AS CALLED OUT ON 1 _, ELEVATIONS T M 2. "TYVEK" HOUSE WRAP (OR EQUAL) 3. INSTALL ALL AS PER MANU. SPEG.'s 4. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION U WALL 77 7- TYPICAL FLOOR CONSTRUCTION: _ O5 • NEW F.J. PER PLAN • 5/4" GDX PLYWD SHEATHING (BLOCKING ® ALL • V PLYWD SEAMS) n 1 • F.J. AS NOTED ON PLANS (® SPANS OVER 8' _ �JJ PROPOSED FIRST FINISHED FLOORINSTALL "X" BRIDGING ® CENTER OF SPAN, Q ---------------- U.O.N) --- -- - PROPOSED ELEV. +2.3' • PROVIDE R-50 BATT INSULATION GARAGEwpm • SPRAY FOAM AT RIM JOIST;PERIMETER OF - —'� BUILDING jt BASELINE ELEV. +0.0 z z 0 SEOT I ON 4-4/A-502 z 50ALE: 1/4" = 1'-0" 0 w cs z Q x U w d a z 0 z �j w -- — — _-- - _ - - - — o z - L) a N PROP05ED RIDGE HEIGHT a� - _ ---_=_-- ---- ------------------------ ELEV. +21.8' Q - o 0 - I Z PROJECT: 8 12 KOUVARAS Q RESIDENCE -^y r OPEN 1 POSED SITTING ROOM 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: BUILDING SECTIONS o B PAGE: 4 PROPOSED BATHROOM PROPOSED FIRST FINISHED FLOOR -- --------- V. + -$�2.3 ■ 5 BASELINE 5 ELEV. +0.0'W DATE: 04/29/24 12 OF 19 PROPOSED BASEMENT III �•-, `' , g rp& SEOT I ON 5-5/A-302 (�i J ; ij � .ter a,� ^4. SCALE: 1/4" = I'-0" `� �.` 9'; d Q W Lu J CD IL CV 4" FRE5H AIR VENT J j`THROUGH ROOF O a7 1 = o r- 3::i 0 O Z O I c6 d 1 c :3 N I O t O � O ---------- 1 ---____r--- 2" BATHROOM c O c 21 --- CV co BATHROOM 1------------------- I I ---- Q � � O 1 I LAUNDRY I I I OL05ET I I I I I I 1 2'II 2 211 1 1 2111 2"1 2"I 1 1 I I 1211 1 1 1 1 1 1 PROVIDE "ABE5G0 FP200 FR 11 121 I14., 114.1 211 EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE NI RATED WALL5 AND 1 I 1 1 t FLOORS/GEILIN65. PRODUCT 1 1- 1- 15HOWER 2�� SHIM I 1 15HOWER CONFORMS TO A5TM E 514, I TUB A5TM E 64, AND UL 14-711 G.O. 2 I 2 3 2 G.O. C) 2" n , 2„ OUTDOOR KITCHEN W POWDER�-- i-- ---------- ---------�.______-I _--- __ KITCHEN NOTE: W 1 ALL PLUM5IN6 WORK ROOM I I I I I 1 LAUNDRY I BATHROOM SHALL CONFORM TO I I I I I 1 1 LOCAL PLUMBING GORE I I ROOM I I I I 0 2111 2111 2111 1 2111 12" 12" I I I 1 I 1 1 GLEAN OUT I I I 2 1 I I AS REO'D 1 4" � I 1 14, i 2" I_ 1 15HOWER 1 I- " 14, PROVIDE F.A.I. •— wA5HER DW 3: 2 511 / Aft W G.O. G.O. IL LL Q --- _ 411 —_i----_, 4" HOUSE V 1 ( 1 MAIN DRAIN G.O. 12" 121 BATHROOM 411 D.W. Q il 1 I I TO SEPTIC, 2„I I I SYSTEM m I I I I I I SHOWER 1 1_ 1 : -T- � 2 z MACERATOR NOTE: v PUMP ALL PLUMBING 4 FLUM5 I NC R 15FER - r�)RA I N / NASTE / TNT O FUEL CA z WORK O SHALL CONFORM to TO LOCAL O PLUMBING CODE 4 V SCALE: NT5 FUEL 6A5 z w � N PIPING PENETRATIONS: p 1. PROVIDE "ABE500 FP200 FR to EXPANDIN6 FOAM" (OR EQUAL) 0 AT ALL PENETRAT in AT WALL5 Z AND FLOORS/GEI , Q r..- ' r., 2.PRODUCT CONFORMS TO.A5TM E V 514, ASTM E 84, AND UL 14-79 KITCHEN a a O z O O F- z W _ 2 z Z O w RANGE V a U k ' .i'`,," .?s#.�`"•�k' .\..�,1�� , PROPOSED 500 � ri rvALLON BURIED Q NOTE: PROPANE TANK ALL PLUMBING WORK ". N SHALL CONFORM TO AIR 1 m 6A5 SUPPLY H 0 HANDLER 1 LOCAL PLUMBING GORE � Q et i VERIFY SIZE 4 w/MANU. WALL HUNG I EGEND ~ NATION BOILEIR/WATER AL UNDR.Y I HEATER PROJECT: ROOM. BATHROOM BATHROOM I-—__——- HOT WATER Q SUPPLY KO UVARAS I pa ILj .._.._.. GOLD WA :D TER SUPPLY RESIDENCE I Q4 Q4 qa PROVIDE "ABESGO FP200 FR Q4 i 1 1 1 1 1 94 3: EXPANDING FOAM (OR EQUAL) 3I I V 1 �V 1 !v �I V ( 1 I� I I xl �I 0 AT ALL PENETRATIONS IN FIRE I �I v v I I RATED WALLS AND OAS G �,/ 80 SOU N DVI EW AVENUE � x1 mI v .O 1 xl NI n O $I .v � S RISER - SUi� 'L I MA NI ;� 241 Iry IN cV1 1= SHOWER m I cv1 IN cV1 1= iV1 I. SHOWER m FLOORS/GEILIN65. PRODUCT TTITUCK, N.Y. 11952 wASfIER I I I I �I t I I I I 1 TUB �1 CONFORMS TO ASTM E 814, L ______________ L ____L ASTM E 84, AND UL 14?Q L.._. _.._1-.._.._..1.._.._.._..-.._..-..1..-.. -..-..-.._..I.._.._.._.L.- -L.- _.._JJ.._.._..-..-.._.._..J SCALE: NT5 1 i i KITCHEN DRAWING TITLE: W PODER ROOM LAUNDRY 1 BATHRooM ROOM OUTDOOR KITCHEN PLUMBING RISER DIAGRAMS I 1 1 11 1 1 INTERIOR SHUT-OFF GAS RISER DIAGRAM FOR H05E BIB 1 i 3 QQ I 1 i 3 I j 1 NEW FREEZE PROOF HOSE BIB u I U ( I V X1 3 w/VACUUM BREAK FASTENED I 1 iU x I I U I :1 ix I 1 1171 I w/PIPE FASTENERS (PRECISE 1 x1 - 1 T_I :1 .0 1 ivl 'U N LOCATION T.B.D. IN FIELD - �U PAGE: N 1 I n 1 N 1 I= =I I= 5HOWER m I �ry CONSULT W/OWNERS I� )Yl WASHER - -I i - I Q [D:N REF. -- - - - - - - -1=- --I-'--- =------------=- � '--1 '----------------- _.._.._.._.._.._.._.I. _.._.._.._.._ ._.._ ._.._.._.._.._.._.._i.._..I_.._. _.._. -..1.._..-.._.._.._.._.._.I._..J.._.. _. ......_.._.._..-, P-10 ISO 1 I 1 I 1 1 j I 1 1I Iv I 1 1 DATE: 04/29/24 19 OF 19 I I IN I i I I TO PUBLIC S I I WATER X1i� — I 1U z -----------�------------------- . _.._.�.._.._..L. .._........_.._.._.._........ _ice �------------------ _.._.._.._. _.._.._.. _.._.. _ Ij BATH ROOM m � ---------------- WALL HUNG Q 04 4 BOILER/WATER 6CI O HEATER COMBO � AIR ��1 • � SHOWER HANDLER FLUME3 1 NO RISER - SUFFLY 4 SCALE: NT5 APPROVED AS NOTED OCCUPANCY OR DATE. . a 3 e.P a t USE IS UNLAWFUL FEE Y: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF O C C U PAN CY 631 765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH•FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST �; ' 1 Y (;, BE COMPLETE FOR C.O. ;.I YR'< S , ATE & TO`r J CODES ALL CONSTRUCTION SHALL MEET THE AS R�OU ED AND C`;r�DITlONS OF REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN ZBA DESIGN OR CONSTRUCTDN ERRORS SOUTHOLC TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES DO NOT PROCEED WITH DEC FRAL!ING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPF-1\f-Kj• RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Fire separation OF THE TOWN CODE. required as per Nys Code All exterior lighting installed,replaced or repaired shall conform; TRUSS PLACARDING REQUIRED to Chapter 172 of the Town Code ATION Must provide Manuals r UP,?RER CERTIFI BEFORE D, J and S as per ON LEAD CONTENT NYS Energy Code CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER S:JPPLY SYSTEM CANNOT LEOD EMCEED 2/10 OF Blower door and ductm*orl; testing required. PLUMBING ALL PLLJMB!NG WASTE_ tiNP,TI.:R LItvF- I: 1-.Ci TESTING UEFOi I- COVLPN'G SITE PLAN HATCH KEY: 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 PROPOSED BUILDINGUll SUBJECT TO VERIFICATION BY A LICENSED tl THE INFORMATION PROPOSED ACCESSORY STRUCTURE . R. w� REPRESENTED ON THIS 511� PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. W 2. SURVEY INFORMATION WAS OBTAINED J � FROM A SURVEY DATED APRIL 15, 2022 AND PREPARED BY: AROLD F. TRANCHON Q a--+ H � •O � LAND SURVEYOR _ _ _O � P.O. BOX b1b I T Obb WADING RIVER ROAD�I I F A(5 E <E : O WADING RIVER, NY II'7Q2 00 = Z O SUP u u'u-1 0-00 1 .00 PROJECT LOCATION & SCOPE >, co - FROPOSED NEW S I NC LE FAM I L1' RES I DENGE; EX I ST I NC SITE PLAN & ZONING DATA o o N RESIDENCE TO 5E DEMOLISHED UNDER FERM I T # -� o � Ln O cu GENERAL NOTES Q O �j PROP. I-STRY WD• ENERGY TABLE FR. ACCESSORY BUILDING ON SLAB �ROJEGT DATA : STRUCTURAL DESIGN CHARTS n 1 W/ STORAOE (5-00 j•00 HOLDOWN, ANCHOR BOLT, I (0 BEDROOMS) PROP. WATER SUPPLY LINE; PROP. b'�X4' DEEP F.F. EL.=7Q.5' TO MAINTAIN 10' MIN. STRAPPING, & NAILING DETAILS DRY6NELL FOR POOL HOUSE SEPARATION FROM PROJECT / ZONING DATA PROP. OUTDOOR SHOWER - -- - -- --- --- - FASTENING SCHEDULE -�-� $ OUTDOOR SHOWER (UNDER NOT PERMITTED TO BE SEWAGE DISF05AL SYSTEM EL _-76' TAX MAP # 1000-100-I-I -- _ _ _ _ _ I --- 0-®®�•O0 FRAMING GRAPHICS • SEPARATE APPLICATION) CONNECTED TO - , ZONING DISTRICT R-40 NON-CONFORMING nn 11 a � SANITARY SYSTEM - - BEAM CONNECTION PATTERNS W M 152.50' W _- - - `, LOT AREA o.�t ACRES FIREBLOCKING DETAILS '}'J tl� ---------- 1 -❑ - - ❑ - - SUFFOLK COUNTY HD APPROVAL PERMIT # BEDROOMS - PROPOSED FOUNDATION --- ------------ - --------!---- -= I O .®® DATION PLAN ---- --------------- ----- - - O' AGGESSORY REAR YARD ETBAK m - - - - - - - - - - 1 - PROP. b'-O° H. � I i L.•a�®'� I \� PROPOSED PROPOSED i 1 HABITABLE GROSS FENCE; APP�:OX. I - - -------------- PA - --- _ I -- - i I SPACE AREA 2-10 LINEAR FEET "�- ' ( - - �� 1 i 'i j A- I ®2 •®0 PROPOSED FIRST FLOOR PLAN Q • BAS=MENT AREA 42.5 S.F. 92.5 S.F. " PROP. BURIED - I cv ,1 '� EXIST. I FIRST FLOOR AREA 1,428.3 S.F. 2,486.5 S.F. ANIk ELECTRIC LINE I ----- �ROPn- - - - - - - - j I i HATER j SECOND FLOOR AREA 15a4.2 S.F. I,Q17.1 S.F. Q I I I P°W, 20.0' , " I l i METER •®® PROPOSED SECOND FLOOR PLAN i AREA TOTALS 3,615 S.F. 4,4cib.l S.F. PROP. WATER I I - -- ---------__ SUPPLY LINE I 1 ' EXIST. UTILITY ; z zOI POLE W/ D REQUIRED SETBACKS - MAIN BUILDING \ ly l OVERHEA I _ _ OF. b'�X4' L>EEP 400 11-10 ' ELEC. WIRES I �' A6I ®�.®® SCHEDULES & PLAN NOTES ` ` 1 REQUIRED PROPOSED COMPLIES DRYWELL FOR I 1 I - 8° PROPOSED I NOROUND o rp I (DISCONNECT POOL 4 HOT TUB v I ROPL _ _o SWIMMING POOL o I- , WIRES i DESIGN DETAILS (UNDER SEPARATE � I I °W' H.T. � (UNDER SEPARATE , � p � '� i ' REATTACH 1 � FRONT YARD - I � _ \ �,1 � i i I � (PRIMARY) 40.0' 40.1' YES I APPLICATION) I� I i APPLICATION) .R)-:1 p 1 m FOLLOWINO 1 dl FRONT YARD 250' 40.0' YES A-20I .00 PROPOSED EXTERIOR ELEVATIONS _ _ I - - - - - - � m CONSTRUCTION) I X (SECONDARY) EL.7,52 - - - - - - - t I i - ZI SIDE YARD 15.0' 29.'i' YES 4 I i PROP. '� I , BLUESTONE NI i i REAR YARD 50.0 ?8.'T YES _ w I I �PATI© ' •®® PROPOSED EXTERIOR ELEVATIONS 0 i 'I i I LOT COVERAGE i� _ I I i ►n I �� /� 4 / I DESCRIPTION (FOOTPRINT) AREA % LOT I _-------- PROP. COVERED PORCH �� 1�'- j COVERAGE A-�G� .00 BUILDING SECTIONS TOTAL LOT AREA 28 823.0 S.F. TI P i I PROPOSED DWELLING 3, 75.0 S.F. 13.IY I / I II 1� �' (SEPARATE FIL NC)PROPOSED ACCESSORY BUILDING 400.0 S.F. 1.4% ., I PROPOSED 2-STORY WD. I A-�0`. °0® BUILDING SECTIONS -1Ell II PROPOSED INGROUND POOL 8 880.0 S.F. 3.190 u FR. DWELLING W/ / I �� I HOT TUB (SEPARATE FILING) z BASEMENT O,o,RAOE / - PROP. 1 / (b BEDROOMS) 41.4' II i TOTAL AREA OF ALL STRUCTURES 5055.0 S.F. 17.590 0 "MAXIMUM LOT COVERAGE ALLOWED - 20% � \ F.F. EL.-84.5' DESIGN DETAILS � OARAOE SLAB EL. PROP. 4'-0" H. EL.=a4 I ' � G i ' FENCE; APPROX. I w pP• 4tj ,' DRAINAGE SYSTEM CALCULATIONS: F- / o' , 140 LINEAR FEET PROP50ED DWELLING IMPERVIOUS SURFACES = 3,7M5 Sq. Ft. �-I ® I .®® PROPOSED STRUCTURAL PLANS o 642/422=I5.2 VERTICAL FT. OF V DIA POOL REQUIRED / / �� ' �/ 1 PROVIDE (3) 8' DIA. X 5' STORM DRAIN POOLS PROJECT: PROP. COVERED POACH /,/ PRo+�• �L, 1 DRAINAGE SYSTEM INSTALLATION NOTES: -IO2 .0O PROPOSED STRUCTURAL PLANS KOUVARAS PROPOSED , ' ' ,' 1 A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 4 RESIDENCE ' ASPHALT / ' 90 / / , � .� , � � / WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC U1 DRIVEWAY (PROP. / COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE Q i EL =82' i \DW , /� , EDGE OF ALL FOUNDATION WALLS - - - / - 1-1 / A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS 1 PROF. 1 " - - - - " �� \ �� CONCRETE SLABS AND PROPERTY LINES �- I®�•®® ROPOSED STRUCTURAL PLANS 80 SOUNDVIEW AVENUE • CONNECT ALL GUTTER LEADERS To NEAREST DRYWELL DW `� -� MATTITUCK, N.Y. 11952 ' - :- - - ,. .,= _ I0�.0O PRPOSED STRUCTURAL PLANS DRAWING TITLE: EL.=�2' 00 // , i� �6 - PROP. DRYWELLS TO BE I , = - APPROX / / i / , - - _ UNT LOCATION -�" „ °- .;,` Y y PROJECT LOCATION &SCOPE M 5 O SEPARATION �- i '' �• i ' ' „. �; a* MINIMUM _ OF TREE TO • a SITE PLAN &ZONING FROM PROPERTY LINE zl , " p��M�� p�CK ® ,' � •- " ° '` '' �� NING DATA 4O S� REMAIN ,� - _ � "pfy� ' PR (POSED-O SEPARATION ROM I Yp,y2D '. �- 10J .00 STRUCTURAL BUILDING "TYP. � - - ��t• d � „ •,. � w*.� OSED UCTURAL PLANS ,�'�y PAGE: APPROX. ,' �� "' b• WAT x,. SUBJECT PROPERTY .-', r'f, - I O I .O0 DWV LOCATION OF , 6 .R ' ,� ER SUPPLY RISER ' TO REMAIN ,� ,, ,� �,., , ,,»; • GAS R4ER G-001000 TREE `. , EL. ICf'/I' " ,// " " " /� R • • j. ," a f�.- � � "ry '~i- y aq ,, `�1. s�a�t}" ��'.ib y..i;. -Py Ay � ,. _qffmin ` " j DATE: 11/02/22 1 OF 19 EXISTINO DRIVEWAY � bb• � ,' . , . � ° � � .,. ,�� ,�e�`,��'. �` i ENTRANCEa�, " ` .� FED tv ?,� yr�''�� x r"S�';k �- / ►•. ",. 1 �' Y cr3'' _ s. y' "`• ♦� �-, t r./ F� }a,i,� °v i' °� anyy V' `a'� e C •� ��,,, SITE FLAN SCALE: I" = 15'-O" LOCATION MAC' f SCALE: NTS NOTES I$ SPED I F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS SITE WORK ABSRE X I A I I O I S I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 BETTER (Fb 8-I5) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT IS TO BE FERFORMED BY A LICENSED SURVEYOR ----- -- - IT IS THE T ALL CONTRACTOR'S RESPONSIBILITY NT KEEP THIS ESPONSCONSTRDGTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TOGETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTOR's RESPONSIBILITY To READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING BD. BOARD INT. l INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, - - � 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. BFE BASE FLOOD ELEVATION ��INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BLDG. BUILDING K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM ��MANU. SPEG.Is MANUFACTURER'S SPEGIFIGATIONS APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS __ -_ _ J cu 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, ANI� APPLICABLE INFORMATION OF EXISTING `}• AT FLUSH FRAMING USE I6 6A&E METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE _ Q +-� STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BOT. 1�BOTTOM MEGH. MECHANICAL �� LN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, _ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE: HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. B.O.W. BOTTOM OF WALL MIN. MINIMUM AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING = _0 O p RULES SPECIFIED IN 1.1 THROUGH 1.&. FOUNDATION, CONCRETE AND MASONRY G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 Z 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- - �� LO z p OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE COL. ��COLUMN � NYC BG NEW PORK CITY BUILDING CODE - i INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF -- _____ ____ 0- "� e 4 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7 ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GONT. CONTINUOUS O.G. ON CENTER > U WHIGH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE __ _ _ SHALL BE CLARIFIED WITH THE Af2GHITEGT/ENGINEER BEFORE PROCEEDING N WITH THE WORK. &. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - 0 .L 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL DBL. DOUBLE ll OGG. OCCUPANCY O O - C9 -_ J p 6. NO DEVIATIONS OR CHANGES To THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (1) TON/50. FT.,U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N f>3 UNLESS APPROVED BY THE ARCH ITECT/ENCINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. _ 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS DIM. DIMENSION P. GONG. 1 POURED CONCRETE Q O '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED OTHERWISE NOTED _ _ BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. _ __ 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS -- _ _ RESSURE rI 1 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 UNTIL 151 TIER OF FRAMING 15 IN PLACE. �ELEV. ELEVATION P.T. _ P TREATED W 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING NAILING AS PER FASTENING SCHEDULE ON PACE G-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 -1• FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 10. TIFICABUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT 1 REQ D REQUIRED GERIFIGATES,GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 8. ALL OPENINGS FOR E'.EAM POCKETS, UTILITIES, ETC. TO BE FILLED EXIST. (EXISTING Ri RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLo, R APPROVED EQUAL. EVALUATION REPORT. A SOLID WITH CONCRETE. _ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR M. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF q ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. R�12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ` ASTM D5456 STANDARD S 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 PECIFICATION FOR EVALUATION OF _F.A.I. FRESH AIR INTAKE R.R. �ROOF RAFTER v -- RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOGUMEN, THE DAYS OF 4,000 P.5.1.,UD.N. ___ EXCEED &'-O" AND AT EVERY V-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO 5TL._ 1 STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH F.A.V. f FRESH AIR VENT S.V. SMART VENT 4-) W 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED - -- -_ ■ WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �-�� RUBBISH, WA5TE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS COVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS --- -- BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15, BRICK VENEER To BE ANCHORED WITH CORROSION RESISTANT TIES - �FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, (I) WALL TIE PER(3) SQ.FT. f l 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, L_ AND ORDINANCES. I8. AT "WET WALL" PARALLEL To JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION To THE EXTERIOR. FOUND. FOUNDATION ��T.O.W. � TOP OF WALL 0) GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR 6YP5UM --- -. _.. _ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03-7 SPECIFICATION FOR GYPSUM LATH, OR ASTM G'7q 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD = THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. FROM FOOTING To 2" ABOVE FINISH GRADE. �+ COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. ��FRAME TYP. � TYPICAL n 1 AS PER PAGE 6-003. 1.�. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - -� VJ I'l. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF OF 40°F AND FALLING,UNLESS APPROVED BY ARGHITEGT/EN&INEER. NO FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ARCHITECVEN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND CONCRETE SHALL BE PLACED ON FROZEN SURFACES. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: -- - - ATTORNEYS FEES ARISING OUT 01= OR RESULTING FROM THE PERFORMANCE OF I-f. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ��"�THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, E SOAKING UNTIL THE WOOD ARCHITECT/ ENGINEER. GYP. BD. l GYPSUM BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CONTRACTOR 15 To INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SOREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND Ia. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN WHERE EVER APPLICABLE. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. 1�WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN IAE MIGROLAM CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. [HOR. HORIZONTAL B. OEOROIA PACIFIC 2.OE G-P LAM 1.82. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND - 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED BLOCK-WORK,FRAMING, NAILING, PLACING A. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" BUT NOT LIMITED TO FO - O ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ¢ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR DEEP a 3'-O" BELOW GRADE. INSULATION 4 FENESTRATION REQU I R�MENTS TO BE SURE THEY ARE IN AGGOR7ANGE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 6oVERNING BUILDING CODE, - -- -- --- __ - - - AUTHORIZATION OF THE ARGHITEC:T/EN&INEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6LA55 WINDOWS AND DOORS PROPOSED DESIGN GODS PRESCRIPTIVE VALUE � CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY I. ALL 6LA55 To BE INSJLATED LOW-E,UNLE55 OTHERWISE SPECIFIED. COMPONENT COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NYSEGGG) NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMEN5IONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CLEARANCES ARE PROVIDED. t - OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS �A�I\RLEAKZAC:,E21. UE MAX.U-VALUE =0.32 rFENESTRATION U-VALUE MAX.AIR LEAKAGE = 0.30 GFM/SF YES NOT 3. ALL SLIDING & ASS DOORS,SKY IGHTS AND ANY GLASS UNIT INSTALLED 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL SHALL MEET THE PROVI510N5 OF ANSI/AHA AI94.1 GELLUL051G L D L LL 0.30 GFM/5F I p�R4o2.4.3 a TABLE R4o2.1.4-CLIMATE ZONE 4 WHIGH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR WITHIN IS" OF FINISHED =LOOK SHALL BE OF INSULATED TEMPERED 6LA55, - -.- .__--____ - IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. UNLESS OTHERWISE NOTED. MIN R-VALUE = 4q 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. GEILIN6 R-VALUE R-44 GATT INSULATION PER TABLE R4o2.12-CLIMATE ZONE 4 i YES 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH __--- 24.UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUD5 SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MANUFACTURER'S SPEOFICATIONS. 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I GEILIN6 R-VALUE R-49 SPRAY FOAM INSULATION;'►" MIN.R-VALUE = 44 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE (CATHEDRAL AREAS) (I"PER SPRAY FOAM= Rl) PER TABLE R4o2.12-CLIMATE ZONE 4 YES (PS- U, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL _ __ HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ENERGY CONSERVATION CONSTRUCTION CODE. ((( 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY EXTERIOR(2"xb")WOOD I _ �I MIN. TABLE E = 2.1(CAVITY) 4 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. I R 21 GATT INSULATION EYES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS FRAME WALL R-VALUE PER TABLE R4o2.12 -CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHIGH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. MIN R-VALUE = Iq 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. FLOOR R-VALUE �l R-50 BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 YES --- �� l _ GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, •1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL -_ -_- -_ _ --__- - NOTES, AND TABLES ON PAGE 0-005 d 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK COMPLIANCE STATEMENT: � SPECIFIES THE REOV NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL imr,MENT,THESE PLANS AND SPECIFICATIONS ARE IN H STATE BUILDING GODS, 202o NEW PORK STATE RESIDENTIAL GODS, 2020 Z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW PORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51N6 GRAFTER 4[RE]. W STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). q. ALL WINDOWS TO BE MARVIN. IF CONTRACTOR IS TO SUBSTITUTE WITH FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDYFLOOR PLANS. O 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE C.)2. REFERENCE STANDARD USED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN � WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE CHARACTERISTICS OF THE MARVIN WINDOW SPECIFIED. THE w (AFSPA) AMERIGAN WOOD COUNCIL (AWG). TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DF-51ON PRESSURE, - WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE W/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REQUIREMENTS. PLUMBING CODE. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND I-- 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE Q 4. ALL MECHANICAL WORK SHAL[_ CONFORM TO THE 2020 NEW YORK STATE P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib GAGE ARE SPECIFIED, MINIMUM A5TM A653,STRUCTURAL QUALITY, TEMPERED GLASS a MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL . TABLE F7301.� HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC $ 6E06RAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"1 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S G EXTERIOR GLAZING SHALL BE PROTECTED FROM REQUIREMENTS DEBRIS. CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ _ PROJECT: MISSILE TEST OF ASTM Elggb AND A5TT1 EI586 AS MODIFIED BY 2020 NY5 BG _ GROUND SNOW LOAD 25 LBS CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG SECTION 501.2.1.2.1. GARAGE DOOR &LAZED OPENING PROTECTION SHALL MEET KOUVARAS w/6" RISE d w/(2) 5/4"(P BOLT5 THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTA5TENERS: F ILS, STANDARD THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. AN51/DASMA 115. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 13C� MPH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION;55TD 10-qq AND 200 SEC, HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL L/160 CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES 2.2.1. SCREWS: 50REW5 SHALL COMPLY WITH ANSI/ASME B 0.6.1 PREDRILLED AND SECURED WTH THE ATTACHMENT HARDWARE PROVIDED AS INTERIOR WALLS 4 PARTITIONS H/180 I. ALL SLOPED ROOFING SHINOLE5 SHALL BE OAF-6LA55-A ASPHALT ROOFING WOODSGREWS (INCH SERIES). PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE WEATHERING SEVERE 80 SOUNDVIEW AVENUE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL CORROSION-RESISTANT AND rHE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS 4 PLASTERED CEILINGS 1-/360 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ON THE BUILDING. FROST LINE DEPTH 3'-O' MATTITUCK, N.Y. 11952 NOTED. ALSO,CONTRACTORS OPTION To APPLY 6AF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL ,CONNECTIONS: TERMITE MODERATE TO HEAVY DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. s 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PLUMBING DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 -5. PROVIDE PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SYSTEMS TO NYS PLUMEIN& CODE AND NY5 DEC, REGULATIONS. ICE BARRIER REQUIRED `DES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED ATDHEDTIOC AND BOTTOM AN HO S R CONNECTORS ON ECTUDS,O SHALL BE STUDS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2• PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. ENERGY TABLE 4. ROOFING I5 To BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON' MANUFACTURER. STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AND AT BASE OF VERTICAL NASTE PIPES. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 4. USE 4" CAST IRON THROU64 FOUNDATION WALL AND PITCHED AT 115" PER b LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" FOOT. RAFTERS. PERMITTED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: STRUCTURAL DESIGN LOAC)S PAGE: 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - DISH WASHER........................................2" 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - KITCHEN SINK.......................................2" -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY - LAVATORY..............................................2" ®®� MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF SHOWER/TUB.........................................2 mOO THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6351. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - TOILET.......................................................3" 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAUNDRY ................................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - FLOOR ORAN..........................................3" OF �" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE -1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN GONGRETE/MA50NRY THROUGH ROOF. DATE: 11/02/22 2 OF 19 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PA55ANOER VEHICLE 6ARAGE5 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED '7• PROVIDE FROST-PROF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN b COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf ELECTRICAL: PROTECTION. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING,UNLESS 1. 20N NATIONAL ELECTRIC CODE, NFPA'TO AND APPLIANCES NEW SHALL STATE OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ATTICS WITH STORAGE (MAX CLEAR HOT > 42"9 20 psf 15 psf -".". ENERGY CONSERVATION CONSTRUCTION CODE. DEEMED APPLICABLE. INSULATION WITH BACK FLOW PROTECTION. RED A& I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED Ir ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf � 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. cf. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL �y IAA. COMPLETION OF WORK. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL To BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. C� p� ��'�e �% IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 5LEEPINO ROOMS 30 psf 15 psf �(1 �1` 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"I2: EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR -- t , r - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. CONTRACTOR FROM "" BELON R OWNER.DARE SHOULDBEL N &RAEN NDE IFITO DESIRED Y TO CONCEALMENT OF PLUMBING. STAIRS 40 psf 15 psf � < ry ,I ;1�� SMOKE DETECTORS w/BATTERY BACK-UP IN: c.°i 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FOUNDATION WATERPROOFING. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. •4" , A. EACH SLEEPING ROOM TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED GUARDRAILS AND HANDRAILS 200 psf 15 psf tp "�T_:. _ i ' `. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. B. OUTSIDE OF EACH SEPARATE SLEEPING - q" R-30 FOR FLAT CEILINGS 10* � 16`0`.'l , AREA IN THE IMMEDIATE VICINITY OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS MECHANICAL. FUEL GAS: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC � '$ ALL OPENINGS. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION P IS psf FOR GATR. nFr�� ust+� a THE BEDROOMS (GENERALLY THE HALLWAY) - 525" R-21 FOR 2"xb" WALL CONSTRUCTION 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. - 5.25" R-21 FOR FLOORS 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE Ir C. EVERY LEVEL OF DWELLING NY5 MECHANICAL CODE AND FUEL 6A5 CODE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ASCE "1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOM DETAILS TYF I CAL NA I L I NO/STRAPF I NO REOU I REMENTS FOR FASTENING 50HEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER UFL I FTC SHEAR/ LATERAL WIND RES 1 57A AGE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS 1IAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q ALL STRAPPING TO BE IY4"x 20 GAUGE AND ROUGH OPENING FRAMING REQUIREMENTS) 0-- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2019, WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Lu co FASTENER SPEC. FASTENER co HOLDOWN A HOLDOWN B I DESCRIPTION < +J CONNECTION A NA I L< I NC C R I D AND QUANTITY SPACING 'E C\j FORFOUNDATIONS ROOF 4 CE I L I NC FRAM I NC _� I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d _ — ENDWALL - -y COMMON NAIL w/o PREBORED HOLES. >_ ENDWALL --" 2, RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER L_ Z O (3) 2x FULL (3) 2x FULL CORNER STUD _ -- ''~�M AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE a — HEIGHT STUD HEIGHT STUD ONNECTED TO R•R• 2. iv SERVICE (� CORNER STUD TRANSFER SHEAR ��``• CONNECTION: � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST/CO � � (� CV NNECrED TO f � 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL ' tr TRANSFER SHEAR N (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIU SEE PAGE G-003 EACH LAP 0 C9 "SIMPSON" HDQS i 3 8 J HOEDOWN ANCHOR® 2-I6d COMMON FOR STRAP - d COMMON l HOLES,SET NEW MEMBER. 2-I6d COMMON NAILS 0 EA. END OF STRAP. ' . • . • LOCATIONS NOTED NAILS ® b" O.G. d 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. d ON PLANS 10" O.G. IF BLOCKED „ • • CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAIL) -Ibd COMMON EACH LAP C O C O" O.G. IF BLOCKED CORNER POST �-..� FOR ROOF SLOPES UNDER 5:12 WITH 5.SEE SECTION 6 FOR ANY REQ T TO CLINCH THE NAILS(TO CORNER POST ROOF SPANS OF 24 OR GREATER,�..Ql L _ TIGHTLY BOND THE END OF THE NAIL TO A 40" ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE USE 4 8 d COMMON NAILS ® HOEDOWNN ANCHOR X GRAPHIC BELOW) "SIMPSON" HDQS �`' EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END AN SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED ° a SLOPES OF 5:12 AND GREATER GR 4-I.ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END , CONNECTION BI 4 E32 AT RAFTER TO TOP PLATE TO STUD HOEDOWN INSTALLATION OPTIONS: CONNECTION: WALL FRAMING FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT HOLDOWN CAST IN PLACE w/7/5"O THREADED ROD -~ ". . EA. END OF STRAP: . U WHEN IN TOWN OF ISLIP OR NAILING j 1 TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • r!o>� 7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "51MP50N" SET(HIGH STRENGTH EPDXY E3 I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. m ADHESIVE), d FOR TEMR's 0°F-40°F USE 'SIMPSON" AT I SIMFSON # H2A (OR EQUAL) RAFTER TIE �-�+ (HIGH STRENGTH ACRYLIC. ADHESIVE) �- _�y HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 5 ad COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME w/7/5"cP THREADED ROD CONNECTION "^ — FOR G.J. TO R.R. - q I& d COMMON NAILS REQUIREMENTS FOR -- BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED CA.'s(WHEN �" AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 2-I6d COMMON ',2 PER FOOT 0 c APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDOWN 'C' HOLDQWN 'D' _ _I6_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING FOR NEW d EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION Cl C2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST Aft �I FOUNDATION ® ONE STORY ONLY ; um W (3) 2x FULL ENDWALL x BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END Q HEIGHT STUD CORNER STUD vmm ONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-&d COMMON EACH END AT STUD TO FLOOR ASSEMBLY TRArn NSFER SHEAR BLOCKING TO SILL or "SIMPSON" HDQS (3) 2x FULL ; __•,� , HOLDOWN ANCHOR® 2-I6d COMMON G2 : TO STUD CONNECTION: HEIGHT STUD • 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 6 I I ° TOP PLATE (TOE-NAIL) ON PLANS lo" O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST ' i — < NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST j j I FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G N BELOW - 2 I6 d COMMON NAILS NAILS ® O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST miz --� ' I _ BAND JOIST To SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT • �` ROOF SHEATHING e a _ STRUCTURAL PANELS: INTERIOR ZONE Sd COMMON b" EDGE / 12" FIELD ' a "SIMPSON" ST 14RJ CONNECTION DI D.2 SOLID CIN6 PERIMETER EDGE ZONE s bd COMMON b" EDGE /b" FIELD HOLDOWN INSTALLATION OPTIONS_ o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO 9"RAKE OVERHANG FOR NEW P. CCJNG. FOUND.'s •�_•......--•"'' HOLDOWN CAST IN PLACE w/7/5"O THREADED ROD ! .--- _ • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s `fit AT STUD TO FLOOR ASSEMBLY TO SILL CE I L I NO SHEATH I NO THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: 02 CONCRETE w/ "51MPSON"' SET(HIGH STRENGTH EPDXY 1/2" MIN. i I GYPSUM WALLBOARD „ ADHESIVE), d FOR TEMP.'S 0°F-40°F USE "SIMPSON" AT FROM F I (HIGH STRENGTH ACRYLIC ADHESIVE) i ° FOR STRAP - 3 8 d COMMON NAILS ® EA. i 5d COOLERS 7 EDGE / 10" FIELD ONE #4 REBAR FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED ON p I ° END OF STRAP (WRAP STRAP UNDER SILL PL.) E WALL SHEATHING FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN TYP• FOUND. NOTE FOR EA. PLATE TO STUD ABOVE 8 OR BELOW w/7/&"4) THREADED ROD _2 _I(?_ d COMMON NAILS STRUCTURAL PANELS &d COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO I FLOOR CONNECTION w/ # LPT4 51MI-SON (OR ! I STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD z ~Z 8d NAILS m EA.END - w NA I L I NCB/5TRAFF I NO La) N I NOON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES � ''-• _^ OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATH I NC (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H25A) - I v A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING(2016 WFGM,TABLE 3.7,P. IBq) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 2q1) — -" y 1" or LE55: 8d COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM, TABLE 5.250,P. 2q2; _ --- . GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE A5 PER TABLE 3.23D,P. 2q3) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD To END OF HEADER o EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w —D (2018 WFGM, TABLE 5.7,P. ISq) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 RECED. Q A �. �'`; AT STUD TO FLOOR ASSEMBLY TO SILL DU E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 255) FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER —G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE i a e a ° a PLATES) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5b,P. IQI) a ° °a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 2 - W W HEN ALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. FOR STRAP - 3 8d COMMON NAILS ® EA. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH �O�` , FASTENING 5GHEDULE B END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE W PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE VARAS —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS `�- .., a ° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) "'--..�� 4 FOR EA. PLATE TO STUD ABOVE 8 OR BELOW USED. - _2_ _40 d COMMON NAILS RESIDENCE A -NOTATION ROUGH A B G D E F G °PNG- 80 SOUNDVIEW AVENUE 2'-0" 2 I I I I I MATTITUCK, N.Y. 11952 4'-0" 4 1 2 2 2 2 Sf=L 1 (f/ 1 N(5 OF TOE f=LATE GABLE ENDWALL PROVIDE (2) VAO" HDR (MIN) U.O.N. 6'-0" 5 I 3 3 3 3 BRACING/STRAFFINO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE - - —- — BLOCKING 2 FOR RAKES 12'OR LESS PROVIDE , ANCHOR BOLT, —I 2 3 4 4 4 }— LENGI TM ---{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS q BA K a �ToHE IN RAKE oC. STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B4G - FOR WIND - EXPOSURES B$G - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE',2," BUILDING MINIMUM SPLICE'',` DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(3) PAGE: &d NAILS EA. END 12'-0" 2'-O"/2'-b" 12'-O" 3'-O" OF EA. STRAP ANC/� .,H® E30LT SFEC-/ I F I (f,,AT ®NS Ib'-O" 31-011/3'-q" I6'-0" 4'-0" ATTIC -- " G-003mOO 20'-O" 4'-0"/5'-0" 20'-0" 5'-0" 6"-12" SPECIFICATION (2018 WFGM TABLES 3.2A d 3.2B, P. 15-1-160) BLOCKING 2 BAYS CORNER }.� gq" 24'=0" 4'-O"/5'-O" 24'-O" 6'-O" BACK ® 4'-0" o.c. 22 DATE: 11 02 CONDITION I I FOR ALL STRUCTURES: JV / / 3 OF 19 %,"0 ANCHOR BOLTS ® 39" O.G. 25' O" 5'-O"/b'-3" 28'-O" T-O" J 52'-0" it SECOND FLOOR O - - - - - -- w 36-0" 7'-O"/8'-q" 36-O" q'-O" ' NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE L4,�D A& LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-0" 1 I. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS ��? �.� END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.G. w.� (7 �, 'F �� CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE gSPLIGE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" TYP.5TRAP w/(3) r TOP TWO COURSES SOLID Sd NAILS EA. END k:. �' <+.' '``{>z'''+>~j S.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O° 12'-0"/15'-O" 6O'-O" I6'-O" OF EA. STRAP ' I,. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; � OR REPLACED BY AI ALL HOLD DOWNS FOR SHEARALLS FOR ALTERNATIVE W HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-0" 70'-O" Iq'-O" FIRST FLOOR PLAN DIAGRAM OF ZONE_• NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80-O I6-O 80-O' 22-0 +* FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 _ 1 41IK,. ` (SEE DIAGRAM TO LEFT) lO'WALL- 125 BLOCKING 2 BAYS II'WALL- l2rM 12'WALL- I.5 THIS COLUMN w/MULTIPLIER BACK® 4'-D" D.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0'WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMI NO GRAPHICS GONTI NUOUS BUILT-UP GIRDERS 3 OR MORE SUPPORTS I }�I I }� /�• (THAT EXCEED FRAMING STANDARDS, IT 15 REaV FOR FRAMER TO HAVE A ' F I REBLOGK I I 0 FOR PLATFORM WOOD FRAM I I� O WORKIN& KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENOI NEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BET oEN 1/6 WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARINO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Lu NON-LOAD BEARI NC WALL OFFSET FROM SUPPORT (2)ROWS IOd NAILS a 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE J c6 TUDS STUD B (5)ROWS lOd NAILS• 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS NOR MORE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST � SUBFLOOR � P THAN ONE THIRD-THE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPING. Q +,, N SOLE PLATE BUIL UP GIRDER MAX.s2" SUBFLOOR G (2)ROWS 1/2' .0 BOLTS a 12'O.G.STAGGERED; �O-PIECE • JOINTED ON ThE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE DEL.a ENDS PLATE SERVE AS FIRESTOPPING. � � T p, � � D (2)ROWS 1/2" m BOLTS a Ib'O.G. NAILING: 0 " SOLE P-ATE -_- __ _ _______ __--- -_---_-- _ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE (2)ROWS I/2" m BOLTS a 24'O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPING. } E EACH PIECE, OTHERS STAGGERED WITH A DISTANCE — ---- -=-- - ---/ RO55-OK 501 EPe 0.1 -O.C. BETWEEN I/b �j 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 0 E: Z O F (2)ROWS s-s/b'TRUSSLOGK SCREWS a 12" .G. E I/4 of A � OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL •— I SCREWED ON(I)510E OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH OR OF NONCOM-BUSTIBLE FILL. - (2)ROWS 3-s/b'TRUSSLOGK SCREWS a Ib"O.G. P (� G SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE � SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 ,� N (2)ROW5 5-3/b"TRUSSLOGK SCREWS a 24"O.G. l BETWEEN NAILS IN A HORIZONTAL LINE. _ JOISTS SERVE AS FIRESTOPPING. 0 O (9 M JOIST H 50REWED ON(1)SIDE OF MEMBER P _I_- O � r— MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS a 12"O.G. THREE-PIECE �. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND a-J N ([J V) J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d — 0 JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O N NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. <C O MATCHED SIZE OF $LOGKIo (2)ROWS 5"TRU55LOGK SCREWS a Ib"O.G. 4 SERVE AS FIRESTOPPING. UNDER NON-LOAD BEARIN FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS 0 52" 0.0. BLOCKING STUD (2)ROWS 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN I/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE / 5 b. THE HEADER SERVES AS FIRE-STOPPING. L DOUBLE TESCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL P FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS I_ BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO W GE I L I NO BRAG I NO NOTE: STRINGER TO SERVE AS FIRESTOPPING. W CANTILEVERED FLOOR 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED �� PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR G B D P FOR THE THREE-PIECE GIRDER. E CONNECTION PATTERN'B'WHEN 10"OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ,,STUD 2.W SCREWING OR SC OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p, GIRDERS ARE TO BE SECURELY ANCHORED TO � I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 1 , SOLE PLATE GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR T SUBFLDOR / 2"x4" CONTINUOUS FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a V O.G. TRUS5 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED JOIST 2 lOd NAILS TRU55 OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL GJ SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE J N L I NC PATTERNS FOR SIDE LOADED BEAMS 0e . FLUSH BEAMS) T 10)bd -LOCATIONS REQUIRUNG FIRESTOPPING- NAILS AS FIRESTOPPING. FIRE- FIRE_ WOOD FIRM-STOPPING FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- sroPPIN6 sroPPIN6 SOLE MULTIPLE-PIECE MEMBERS 1 JOIST *Sd COOLER NAILS a 10"o.c. NAILED' BOLTED' rm I d ul m q1 U BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 3 ROWS IbdL,2 ROWS15' 2 ROk6V 2 ROWSX2' VERTICALw/(4) IOd NAILS a c—M co_ - _� TS , e�Loc. e�b•LOG. cov l (APPLIED ` . STUD 20 go.STRAP TO UNDERSIDE of GYPSUM BOARD TWO ROW5 12"O.G. THREE ROWS 12"O.G. V` DOUBLE PLATE *5d COOLER NAILS a 10"O.C. (10)bd NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 IDlsrs "U' ' ^ NOTE: ENDWALL 5 AS NOTED IN NOTES "1 +I 5 JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° s NONCOMBUSTIBLE ALTERNATE `✓ FIRESTOPPIN6 LOCATION OVER STUDS UNLESS TOP PLATE IS 4"a 50LE EDGE/12"a FIELD FULLY BLOCKED (.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPING OF GIRDER Q DESIGNED TO CARRY THE LOAD SCREWS�b- IYa" TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROW5 24"O.G.STAGGERED TWO ROWS 6'O.G. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUfd•1 THE FULL INTERIOR 57 UD DETAIL THICKNESS OF THE MEMBER USE KASFERs UNDER HEAD AND NIT. 0 O O 0 O O O O 0 0 In, OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12•. O O O O 0 @ 2'SPACE NOT N I ATTACHMENT @VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. p, Ili Juan; - TO BE FILLED Q � � NONCOMBUSTIBLE FIRESTOFPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER � p 6.VALUES FOR KAILINr7 CONNECTIONS MAY BE DOUBLED FOR b•O.G.OR TRIPLED LOCATION T 5Ty_NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ \ STRAPPING w/4 8d NAILS FIRESTOPPING \ \ T'2 ROWS or II COMMON NAILS(12'o.G)FOR DEPTHS 12'OR LESS LOCATION b LOCATION 9 o EA.END o R.R. 5.5 ROWS OF Ibd COMMON NAILS(12.O.C)FOR DEPTHS OF I4',W! 15'. L FULL WIDTH LOCATION 10 2" BLOGKIN z O M OONSTRUOT I ON DETAILS LS WIND LOAD PATH O E. � ONNEOTI ON DETAILS TOP PLATE DRILL INTO ROOF NOT TO SCALE DECK FOR STRAPPING INSTL. INTERSECTION DETAIL x1ST.ORNEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU�' LOWER TOE NAIL NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s • \\� ALIGN NEW d EX. R.R.AS SHOWN K I NO STUDS— PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO I ST --o ROOF,R.R. IN LINE WOOD JO I CRIPPLE STUD _ - 0 BLOC<IN 0 OIST HANOER HEADER N OENERAL REOU I'REMENTS FOR GENERAL REOU I REMENTS FOR - - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDERMEADER -O >.. WOOD OI RDER JACK STUDS Lij MAIN MEMBER � WOOD JOIST � — p�p1 Q I. TOE-NAIL S SHALL BE DRIVEN ® AN ANGLE OF JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDERMEADER TYPI GAL HEADER CONNECTION MEMB 1AM.x 3 APPROX. 30" w/THE MAIN MEMBER B STARTED APPROX. PROJECT: )� THE LENGTH OF THE NAIL FROM THE MEMBER END, KOUVARAS I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST RAFTER o RESIDENCE SIX TIMES THE DIAM. OF THE NAIL 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD J WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE f� IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB - SUB FLOOR - 80 SOUNDVIEW AVENUE DOUBLE JOIST DOUBLE JOIST -E� TOP PLATE MATTITUCK, N.Y. 11952 GHIM. CHASE SECURINO © STD. SIDE WALL -� DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS No.ram: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d $LK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) O l� u _ PAGE: TOP PLATE a o Q WIND RESISTANT OONSTRUGT I ON OONNEOTORS GHIM. CHASE WALL z Q U CONNECTION LOCATION: PART NUMBER: NOTES: G-0040 '"tu° RI DOE-TO-RAFTERS 0520 (9 21" 3 APPLY TO EACH PAIR OF RAFTERS 0 RAFTER-TO-WALL H7 a z Q APPLY TO EACH RAFTER ROOF a tu 0 DATE: 11/02/22 4 OF 19 _ ~ RAFTER-TO-PLATE K5 or H2.5 APPLY TO EACH RAFTER � o 0REO'D BLOCKING _J Q a 0 PLATE-TO-WALL STUD G520 (9 la" APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING Q I._w ® EA. LEVf-L ABOVE w N THE FIRST FL. ® z® K 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 a 56" APPLY TO EACH WALL STUD r�.--� D 4 rye FLOOR/GLG. O HEADER-TO-JACK STUD 0520 I2" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 � ) APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE 0520 SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) ' , , �' ' � ;,:�'' USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. '" FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 6ENEF�AL S),"M`50L i<EY : SEE FADE A- 104.00 FOR l I NDON DOOR 5�HEDULES FOUNDATION PLAN NOTES NEN PARTIAL HEIGHT TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: a EXISTING TO BE DEMOLISHED WOOD WOOD FRAME (L.G. 5TL. O • (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD Q 8 SILL SEAL EXISTING TO REMAIN WHEN APPLICABLE) ANCHOR BOLTS AS PER PACE 6-003 • P. CONC. FOUND. WALL AS PER DETAIL UPON w NEW WOOD FRAME (L.G. NEW FOUNDATION WALL • P. GONG. FOOTING AS PER DETAIL ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR J (>3 5TL. WHEN APPLICSABLE) • B.O. FOOTING 3'-0" BELOW GRADE MIN. (y) • 1/2" EXPANSION JOINT 6 PERIMETER OF SLAB (WHEN Q 4-1 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL APPLICABLE) 'E N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / m L0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL WALLS), U.O.N. STOOPS (WHEN APPLICABLE) b7 POST FOR b NEW 2-HR FIRE RATED 11 MASON TO ACCOUNT FOR FINISH STONE ON THIN SET O � FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) WOOD FRAME RA ED N (9 W HOEDOWN: �- WHEN APPLICABLE) i •- 0 0 Z O O 2 HOLDOWN 'D' A5 PER PACE 6-003 C N FREEZE PROOF HOSE BIB: 0 O O3 FASTENED w/MASONRY ANCHORS (PRECISE c O 65'-6. LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) c N CD EGRESS WINDOW WELL: Q O O O PROVIDE NEW EGRESS WINDOW WELL d COVER BY y fJ "ROCKWELL;ELITE SERIES" bb"W.X54"H. OR EQUIVALENT. �u i INSTALL AS PER MAN. SPECS. HO TO SELECT COLOR. O nl OWINDOW NOTE: W I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN - - - - - - - - - - - - - - - - - ELEVATE SERIES CASEMENT, HUNG, OR GLIDING AS PER (AS NOTED); INSTALL AS PER MANU. 5PEG.'5. SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002 FOR MINIMUM REQUIRED - - - - - - - - - - - - - - - - - WINDOW PERFORMANCE. IF CASEMENT WINDOWS - - ALL GSMNT WNDW5 SHALL HAVE STRAIGHT ARM 0 HINGE WHEN • 8 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE ^ ` _ _ _ _ _ _ _ _ _ TILT WASH ( ' ) -� � _ _ _ _ _ � �- � -� �- '4�1 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. 4.SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND 4_J 7 WINDOWS (TYP. FOR ALL) U.O.N. EGRESS NOTE: STONE�, IN COMPLIANCE WITH NEW YORK STATE BUILDING PORCH D I I CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF O I =•: I O E6RESS SHALL BE FOLLOWED: _O NET CLEAR OFENINO........... 5."1 S.F. U NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM TYPICAL CLOSED FOUNDATION Q • bO 0 PORCHES / PATIOS: " I. SEE NOTED DETAILS 23'-2,�2" I 2 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY FROM L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 3 FOR SLBAB5 IABUTTIN6 FRAMING INSTALL COPPER 7 . : •' FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, - - - - - -- - - BED ALL FLASHING IN ASPHALTIC MASTIC, - - - - - - - - - - - - -- - - - - - - - - - - - - - -f _ _ _ _ _ _ _ C, ° F 4, PORCH /PATIO WALLS OF SEPARATE POURS SHALL P P P IF BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER 4 TO MAIN FOUND. ' 5. PROVIDE 4" POURED CONCRETE SLAB W/bXb-IOXIO m W.W.M. BETWEEN CENTER a UPPER �OF SLAB SECURED N PLACE DURINO FOUR. �ul, I I I 6. IPROVIDE 6 MIL POLY ON 4" 6RAVEL BASE BELOW r O I ( SLAB;SLATE FINISH ABOVE SLAB I �- I - f� PROVIDE 500 GALLON BURIED PROPANE TANK; INSTALL AS PER MANUFACT.� P I I O 10'-0" FROM EXTERIOR OF HOUSE REFERMINIMUM TO SITE F o I I I PLAN FOR INSTALLATION LOCATION -1 I I PROVIDE (1) NEW 4 TON HYDRONIG AIR HANDLER: 1. UNITS BY "RHEEM" OR cVI I I I = APPROVED A-501 O 2.PROVIDE TONNAGE FOR RST FLOOR ZONE 1" d "ZONE Is I :• I I - 2";UNIT LOCATED IN BASEMENT. 3.WATEPROV 1R/BOILER COMBO DE HOT AATER OTO NEW COILIL AND NEGT NEW HOT UP I `� PROVIDE NEW WALL-HUNG GAS COMBINATION I. , • l 3 I to n O BOILER: • - • � I. BY "RHEEM" OR APPROVED EQUAL 4'-�I" 3'-6" I 001 I P 2.MAX OAS INPUT: 19q,900 BTU/HR;CONNECT TO NIEW 2 L- •,= '.-�''�^. •-�. .-�, - - � - \-PROPOSED I PROPANE TANK - - - - - - -- - - - - - •.. .: .. A-401 FULL - - - - _ _ _ _ _ _ _ - - HEIGHT _ PROVIDE 120 GALLON HOT WATER STORAGE TANK; • - 18 BASEMENT Ib ( I to INSTALL AS PER MANUFACT. SPECS I6 - I-► A-401 ( Fn I _ STAIR ffi RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI o `� I( O I 4 MIN. 10" Tr - RISERS SHALL BE CLOSED A-401 r A-401 � J 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING _ _ NOT TO ALLOW PASSAGE OF A 4" m SPHERE; 5 I - L J L I - 56" HIGH HANDRAIL d SPINDLE SPACING NOT w A-401 A-401 _ N TO ALLOW PASSAGE OF A 4" 0 SPHERE 17 I .t 3. CRIPPABLE RAIL AS PER CODE O PROVIDE FLOOR ' ' I I FINISH BY • STAIR TREADS, RAILING d POSTS TO BE WOOD U w "RUST-OLE • SPINDLES TO BE METAL 1 COLOR TO BE 13 8 MATCH PROPOSED FIRST FLOOR FLOORING A 12 A-lo4 SELECTED BY 2 PROPOSED H.O. _ A-104 p ' I •. I GARAGE � I I PROVIDE 8" HORIZONTAL PAINTED SHIPLAP ® � n SLAB 5 FOYER WALLS 8 5TAIR4^ELL p A 501 AI301 O NEW MECH. AREA: PROJECT, • I (Ib RI ® AX b. 5" 16 I I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. (15) Tr ® IN. 10" UP =n 4 5PEG.'s PROVIDE 4" POURED GONG. 002 I6 I I 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF KO UVARAS I i MECHANICAL UNITS AS PER NYS, MG 506.1 BETWEEN CENTER 8 UPPER SLAB W/bxb-IOxlO W.W.M. I `9 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES OF SLAB SECURED IN I __-. __ I I I �- - - REQUIRED PER NYS MG 804. RESIDENCE PROPLACE VIDE 6 URI MIL POLY ON 4" I FOURL - J D - • - : 4.DISCONNECT, REROUTE, Q RECONNECT EQUIPMENT TO GRAVEL BASE BELOW I I? - EXISTING PIPING AS REQ'D SLAB TYPIC ECHANICAL AREA NOTES: 8 a 1� I D 3 1 FOR AWDMFR. FLOOR - PROVIDE 1/2" CONC. BD. BY DUROCK" (OR EQUAL) 80 SOUNDVIEW AVENUE 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" o03 I I I v, TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5) MATTITUCK, N.Y. 11952 ". I 13 I I • • I p 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 14 SPEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT - - - - - - - - - - - - - - - i IT CONFORMS TO NYS MECH. AND FUEL OAS CODE DRAWING TITLE: PROPOSED °•, I I I 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE - - - - MECHANICAL I I I 6 FRESH AIR INTAKE FROM EXTERIOR PROPOSED FOUNDATION PLAN ROOM . MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL • ° IO R W I = EMERGENCY SHUT OFF SWITCH -7. FOP, 6A5 SERVICE, PROVIDE CAS SHUT OFF SWATCH STONE F- - - - - - - - - - - - - - - e P ( m PORCH�� I P ( I 8. LOCATE MECH.CLEARANCES AS OUIP. TO CODE FOR PROPER n 2 I P I ABOVE I I Cf. PROVIDE 5" FLOOR DRAIN IF REQ'D BY EQUIPMENT d 77j. CONNECT TO SANITARY SYSTEM AS PER NY5 - - - - -� f- _ - - _ - � PLUMBING CODE - - - - - - - - 7-O O" PROVIDE 2" : NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION PAGE: y I � I WIDE LEDGE I 14 PROVIDE (2) LAYERS OF 5/5" "DEN56LA55" FIRE 'p I FOR COVER I RATED 5HEATHIN6 BY 6EOR61A PACIFIC." (OR EQUAL) ABOVE To JOIN PANELS AS PER MANU. SPECS(A5TM E 136) A-101m00 6 REST UPON �`-5'-O" TYP. � I [RATING AS PER 2020 NYSBG TABLE 122.6.2(1)] 14'-O" 13'-O' -- 14'-O' 10'-5' - D _ _ - - L __ _ - - - - - - J - I PROVIDE SHEATHING AROUND DROPPED BEAMS d • 8 HEADERS AS REQ'D ` - A-40I PROVIDE FIRE RATED SEALANT® ALL SEAMS BY "3M" - - - - - - - - - - - - - - - - - - - - - - (OR EQUAL.) DATE: 11 02 22 W-10" _ _ - - _ _ FASTEN AS PER MANU SPEC.'S 5 0 F 19 • INSTALL ALL AS PER MANU SPEG.'5 NEW REINFORCED P. GONG. SLAB I. NEW 4" THK. P. GONG. SLAB W b"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 14'-5" IS'-2" 3. 4" (MIN) GRAVEL BASE v U w.a,.. 51'-0" Ib BEAM POCKET (T1'P.) "� �+M+'f�',� to 24"x24"x12" DEEP P. GONG. PAD FOOTING p !�t:%� O I'1 A5 PER NOTED DETAIL (TYP) 30"x30"x18" DEEP P. GONG. PAD FOOTING ••• " r..,.� ,y �2•� S.F. /=Q OGG AREA ll SCALE: 1/4" = I'-O" 18 A5 PER NOTED DETAIL (TYPJ ,s, OE I REF L S"',r��B0L <E"�,r : SEE FADE A- 104 .00 FOR N I I DO `4 DOOR SC..,HEDULES FLOOR PLAN NOTES NEW PARTIAL HEIGHT DOOR NOTE: _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Q 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 0 WHEN APPLICABLE OUT ON PLANS BY 'THERMATRU' (OR EQUAL). W EXISTING TO REMAIN NEW FOUNDATION WALL 5.4.DOOR TYAS PER SELECT MAN SPEG.'s (� W J (� NEW WOOD FRAME L.G. 3.PROVIDE (2) 2"x8" HDR.,U.O.N. STL. WHEN APPLICABLE) 4.SEE PACE 6-005 FOR ALL OTHER FRAMING Q 4-J NEW I-HR FIRE RATED ® MIN. (2) 2 x4 STRUCTURAL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. �- WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL WINDOW NOTE: � O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN O � O O P05T FOR 6" WALLS), U.O.N. 2 ELEVATE SERIES CASEMENT,DOUBLEHUN6,OR _0 NEW 2-HR FIRE RATED 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. WOOD FRAME (L.G. 5TL. SPEC.S. SEE NOTE " IN "CLASS WINDOWS AND WHEN APPLICABLIE) DOORS" ON PAGE G-002 FOR MINIMUM REQUIRED O C Z O WINDOW PERFORMANCE. IF CASEMENT WINDOWS - a CD d ALL CSMNT WNDWS SHALL HAVE STRAIGHT ARM T cc U �- HINOE WHEN C G : N 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE O 4-' � TILT WASH -c 0 }+ 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. -J N ll) 4.SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND WIDOWS (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xIO" Q O HDR U.O.N p EGRESS NOTE: p IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF /� EORE55 SHALL BE FOLLOWED: W 3 I NET CLEAR OPENINO........... 5.1 S.F. L NET CLEAR HE16HT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM STAIR 4 RAILING NOTE: .�.��3 U r r O I ALL IN.EO"STrAiRRISERS SFfAL�BEG ' RI CLOSED ON. 2. " HIGH GUARDRAIL 4 SPINDLE SPACING NOT H A COVERED 56 H16A HANDRAIL 4 " SPINDLE SPAGN6 NOT TO ALLOW PASSAGE OF A 4" (P SPHERE PORCH 3. GRIPPASLE RAIL AS PER CODE m O ON. PROPOSED 930 S.F. . - BLUE-STONE - • STAIR TREADS, RAILING 4 POSTS TO BE WOOD PORCH 4 STEPS PROVIDE WOOD y ® 4 MATCH PROPOSED FLOORING p p SLAT PANELS - i to � SPINDLES TO BE METAL FOR WINDOW Ut O O WELLS �t O PROVIDE NEW 50 CAL. L BURIED DRYWELL 14'-10" STAIR TREADS, RAILING $ SPINDLES TO BE � CONNECTED TO I 3B WOOD _ OUTDOOR SINK (5' I6'-II" 49'-6" b_5 SMOKE DETECTOR / GO DETECTOR NOTES: •�f'� FROM DECK) I CONTRACTOR SHALL PROVIDE CODE COMPLIANT �.2 l 6'-O" 12'-I" 10'-O" I-o O . W JJ ( 104 I 103 2'-1 8'-O" SMOKE /CARBON MONOXIDE COMBINATION DETECTOR om 1 / HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 66 2.INSTALL ALL AS PER MANU. 5PEG.'s,AT HTS POINT OF Q - ROOM, 3' MIN FROM SUPPLY AND RETURN VENT5 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR a IN COMPLIANCE WITH LOCAL CODE ' Q ON'. pj NEW WOOD FLOOR: I. NEW J" PLYWOOD 5UBFLOOR BENEATH(GLUE 4 SCREW); SCREW PERIMETER OF 5HEATHIN6 4" O.G. 4 12" O.G. iUl I l�I Il I u O INTERIOR. O 2.NEW FINISHED FLOOR &" PLANK;LIGHT GRAY;H.O. TO -rr-'O 0 u>_ O O A N VERIFY COLOR AND FINISH X z 0 0 O RAILING 4 NEW TILE FLOOR: �� I1 POSTS TO BE L NATURAL LIGHT W I. NE TILE FINISH (H.O. TO SELECT) UPON ® - � O WOOD;SPINDLES - -� - 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON TO BE METAL -^ �_ 4-O" 12'-O VENTILATION m O I 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON PROPOSED FLOOR O ' ' 4.NEW 5q" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); KITCHEN 5 AREA 46� ' `4 SCREW PERIMETER OF 5HEATHIN6 4" O.G. 4 12" O.G. m PROPOSED "' INTERIOR. 245 S.F. REQ. S.F. PROV. GREAT ROOM _ A-3ol 15 L16HT "/2 S.F. 143.0 S.F. 28o S.F. _, TYPICAL BATHROOM NOTE: 3 REQ D i O I. WALL BOARD VENT I8.6 S.F. 108.2 S.F. WOOD - I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN p REQ'D BURNING ALL BATHROOMS FIREPLACE 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND O `9 TUB SURROUNDS 105 `t 2. SHOWER FLOORS PROPOSED 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET (SLOPE 1/8" PER FOOT ZONE I" 215 S.F. lob O DINING ROOM TOWARDS DRAIN) UPON " -- iv 2.5. WATER PROOF MEMBRANE TO COVER SHOWER F. r FLOOR, WRAP DRAIN 4 ATLEA5T 15" UP WALLS I A II - - 12 3' 1. EWAWAUNORY DRY R00HOOK uOSET: m 2.COORDINATE LAUD. ROOM 4 DOOR DIM.'s \ I BUILT-IN CABINETS 4 SHELVING w/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REQ'S PER MANU. \ I 4'-5" 3'-�{'Ob DRYER EXHAUST NOTE:PROP. -� I. DUCT SHALL TERMINATE TO EXTERIOR WPANTRY 2.DUCT SHALL TERMINATE MIN. W-O" FROM ANY 2 OID1112 40 S.F. 114 PROP. PROP. = w UOPENIN65 2 3 O OGL. am 0 3.D O - v .t DUCT 51ZE AS PER MANU. WALK-IN 7 / I to S.F. N z W ! 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAM U / 3B I I 5o S.F. I m 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITH N / I A-1o4 6 6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM / / I PROPOSED ON. 13 to (Ib) I ® M X. .2 ON. SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO 14 (15) r ® MIN. I " a EXCEED 8 FEET AND SHALL BE LISTED AND LABELED / 2 GAR GARAGE ry IN ACCORDANCE WITH UL 2158A. ed Li.l - _ - - 520 S.F. O\_� IIS \;BiTHROOM D - b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D Q I-I --- - - - - - - - 113 SM/GO v m 115 S.F. I-I RUNN N6 IN THE METAL wl SMOOTH INTERIOR SURFACES R FLOW EXHAUST JOINTS A-301 1oa �p 10 "ZONE 2" 111 - A-501 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL PROJECT: O - �t1 (I6) I ® M X. .2 UP 16 II6 (I ) r ® MIN. I 4t 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER `t \ PROP. 5'-O" 5'-O" \'9 LOCATION TO THE WALL OR ROOF TERMINATION. THE " I PROVIDE FLOOR ON. 3'-II" 3'-6 FOYER s'-2" ,I I� 5'_2" MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 KOUVARAS "RUST-OLEUM" 3 LINEN \ FINISH BY 145 S.F. \ I (OR EQUIV.); . FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° BEND. THE MAX. LENGTH THE EXHAUST DUCT DOES RESIDENCE NOT INCLUDE THE TRANSITION DUCT. OPEN TO \ COLOR TO BE - 5 \ I SELECTED BY v `� 3B ABOVE ' PROPOSED GOD i H.O. -Q (ID m 5 BEDROOM ' O NEW ATTIC ACCESS - PULL DOWN STAIR: _ I10 155 S.F. 2.51ZE TO FIT MECH.ITY EQUIP. THROUGH OPENING (MIN. 22"x30") 80 SOUNDVIEW AVENUE 4.INSTALL AS PER MANU. 5PEC.'s MATTITUCK N.Y. 11952 / I III NATURAL LIGHT $ = D 3.DBL. FRAMING WHEN NEW OPENING / b lol VENTILATION iv � o � 1) 5. CONSULT H.O. FOR PREGISE LOGATIDN OF ACCESS / I . FLOOR PROP. AREA 155 S.F. - - PROP. PWDR. ' THERMOSTAT: DRAWING TITLE: p LAUNDRY REQ. S.F. PROV. s ' ROOM RM 10 I. PROVIDE THERMOSTAT FOR 3 ZONES;ZONE I 22'-l0° r 55 S.F. 35 S.F. LIGHT 12.4 S.F. 23.D S.F. - MASTER BEDROOM SUITE, ZONE 2 FIRST PROPOSED FIRST FLOOR PLAN FLOOR 4 ZONE 3 SECOND FLOOR 6 REQ D = 2. H.O. TO SELECT MODEL; INSTALL AS PER g O B B �Q p E.2 S.F. 24.2 S.F. 102 �' MANUF. SPECS in A 2 ' - ' 01/2" m ROPOSED 5_0" 11 ELECTRICAL METER: COVERED O RE VE 4 RESET EXIST. ELEO. METER AS RODE, E UTILITY CO.ST R PORCH STANDARDS O 560 S.F. A A A A ELECTRICAL PANEL: PAGE: 2'-5" 2'-5" 2'-1" 3'-6" NEW ELECTRICAL PANEL LOCATION;ALL 23'-5" 14'-O" 13'-0" 14'-0" 10'-5" INSTALLATION AS PER NY5 ELECTRICAL CODE p PROPOSED Q FIRE RATED DOOR: A-102m00 O i BLUESTONE N r El �❑ ON. PORCH 4 STEPS ❑❑ � - 13 3QX6 I HR. SELF-CLOSING STEEL DR. Fill PROVIDE (I) NEW 4 TON HYDRONIG AIR HANDLER: 4�-4'-fO'. 14 1. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 11/02/22 6 OF 19 13'-2" 13'-10" 13'-2" 4'-10" 1' 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 3" 4 1 "ZONE 4";UNIT LOCATED IN ATTIC. 3r-q 3 3PROVIDE R/BOI ER COMBO TO NEW OILNEGT NEW HOT WATE PROVIDE (2) NEW 4 TON A/G CONDENSERS: 14'-10" 15 I. UNITS BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE 1" 4 "ZONE �'�EG A O fi 2" 4 SECOND FLOOR "ZONE 5" 4 "ZONE 4" 3.INSTALL AS PER MANUFACTURER SPECS C�� ( M � i / 4.INSTALL UPON CONCRETE PAD AS PER DETAIL O O} F OFOSED F I RST FLOOR PLAN c Ib PROVIDE 8 HORIZONTAL PAINTED 5HIPLAP ® +} ''r 0 FOYER WALLS 4 STAIRWELL ' 1/ 5.5 S.F. HAE31TAELE SRAGE; 2,4,5.5 S.E. OROSS AREA SCALE: I/4" = I'-O" ,Ln ,A A- 11 FIREPLACE TO HAVE WOOD MANTLE 4 LINEAR FINISHED BRICKS; H.O. TO SELECT FINISH � � � OENE AL S�"r1 BOL <EY • SEE FACE A- 1 O4.0O FOR I ? I NDO ? DOOR SC..,HEDULES FLOOR PLAN NOTES _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT DOOR NOTE: OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED n- WOOD FRAME (L.G. 5TL. OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Q EXI5TINO TO REMAIN WHEN APPLICABLE) 2.INSTAL NEW EXTERIOR DOORS WHEN GALLED 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL / 3.DOOR TYPE TO SELECT OUT ON PLANS BY 'THERMATRU' (OR EQUAL). �j w - -----j 4.INSTAL AS PER MANU SPEG.'s J (C) I -1 5TL. WHEN APPLICABLE) 3.PROVIDE (2) 2"x5" HDR.,U.O.N. (y) NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 4.SEE PAGE 6-OUN FOR S OTHER FRAMING Q -4-1 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. � E � WOOD FRAME (L.O. 5TL. © POST FOR 4 WALLS WINDOW NOTE: WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN O O POST FOR 6" WALLS), U.O.N. ELEVATE SERIES CASEMENT,DOUBLEHUN6,OR _ NEW 2-HR FIRE RATED GLIDING (AS NOTED); INSTAL AS PER MANU. >_WOOD FRAME (L.C3. STL. .-- SPEC.'S. SEE NOTE " IN "CLASS WINDOWS AND DOORS" ON PAGE 0-002 FOR MINIMUM REQUIRED 0 0 Z O WHEN APPLICABLE) DOORS" PERFORMANCE. IF CASEMENT WINDOWS - a .O 'CI ALL CSMNT WNDWS SHALL HAVE STRAIGHT ARM 20 '- HINGE WHEN :3 CV 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 0 Q ;t TILT WASH � N 4-1 3.AL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. � 4.SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND ca cc WINDOWS (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xIO" Q G O HDR U.O.N EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING ODE,SECTION R310.2.1;THE FOLLOWING MEANS OF /� EGRESS SHALL BE FOLLOWED: W NET CLEAR OPENINO........... 5.7 S.F. L� NET CLEAR EIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM STAIR d RAILING NOTE: I. AL NEW STAIRS SHALL HAVE MAX. B-1/4" Ri 4 MIN. 10" Tr - RISERS SHALL BE CLOSED U _ p 2 6,1W PAS NOT TO ALLO SAGE OF A 4' 0 SPHERE; n , • 56" HIGH HANDRAIL d SPINDLE SPACING NOT TO ALLOW PAS5A6E OF A 4" (P SPHERE W 3. 6RIPPABLE RAIL AS PER CODE ® • STAIR TREADS, RAILING d POSTS TO BE WOOD $ MATCH PROPOSED FLOORING 3B I • SPINDLES TO BE METAL 3B • STAIR TREADS, RAILING 8 SPINDLES TO BE L PROPOSED WOOD Q _n BALCONY SMOKE DETECTOR / GO DETECTOR NOTES: •Cl J `E I I. CONTRACTOR SHALL PROVIDE ODE COMPLIANT n 1 230 S.F. `J J - - - - - p SMOKE /CARBON MONOXIDE COMBINATION DETECTOR _ _ _ _ _ _ _ _ _ _ _ _ - HARD WIRED TO EACH OTHER w/BATTERY BACKUP. F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2.INSTALL ALL AS PER MANU. SPEG.'s, AT HT'S POINT OF Q -1 ROOM,3' MIN FROM SUPPLY AND RETURN VENTS 64'-5" I I 5.IN DETECTOR ANGE WITH D GAL CODE CARBON MONOXIDE DETECTOR 4'-4y2" 19'-Oy2" 41'-0" NEW WOOD FLOOR: K K I I 5 I. NEW 'J" PLYWOOD 5UBFLOOR BENEATH (CLUE a SCREW); INTERIOR.PERIMETER OF SHEATHING 4" O.G. s 12" O.G. 2.NEW FINISHED FLOOR&" PLANK;LIGHT GRAY;H.O. TO 12' 10" I I VERIFY COLOR AND FINISH W:2 SLIDER ® FAMILY NATURAL LIGHT 4 ROOM TO BE PROPOSED I I I NEW TILE FLOOR: o VENTILATION INSTALLED 4" ABOVE MASTER I O I. NEW TILE FINISH (H.O. TO SELECT) UPON i FLOO FINISHED FLOOR BEDROOM I 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON N AREA 150 S.F. PROPOSED I150 I 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON D FAMILY ROOM NATURAL LIGHT 4 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 5GREW); REa. S.F. PROW 150 S.F. VENTILATION I - SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. LIGHT 12.0 S.F. 3a.0 S.F. - NATURAL LIGHT $ FLOOR A-301 INTERIOR. REQ'D c0 180 S.F. D g VENT 6.0 S.F. 41.4 S.F. VENTILATION TYPICAL BATHROOM NOTE: Ate''` REQ'D FLOOR 150 S.F. `� �Q• S.F. PROV. _ I I O I I.I.HALL-INSTALL RESISTANT GYPSUM BOARD IN N I I PROPOSED LIGHT 14.4 S.F. 25.6 S.F. ' I I I AL BATHROOMS % REQ. S.F. PROV. REG D �t O 1 BEDROOM - 12. INSTALL CONCRETE BOARD IN AL SFfOWERS AND 150 S.F. LIGHT VENT 7.2 S.F. 55.1 S.F. I TUB SURROUNDS GATE NO 12.0 S.F. 28.6 5.F. REQ'D CEILING � Oi REQ'D 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON M -I L `. 5M/CO Q D 6.0 S.F. 55.1 S.F. 5 2.2. CONCRETE MUD-SET (SLOPE 1/&" PER FOOT �20 CATHEDRAL I I TOWARDS DRAIN) UPON - - - - - - - - - 8 4 SMOO GEILIN6 I I 2.5. WA ERR PROOF WRAP MEMBRANE TO UP COVER 5HONER �- PROP. DY 203 SM//Co 8 RENEW WASHR/DRY HOOKUPSET: 208 GL. 1 "ZONE 5' I O O �1 - NICHE---, 6 (�11 m 1?S.F. L' tot to - J O 2.COORDINATE LAUND. ROOM d DOOR DIM.'s L I -5.F w/51ZE OF EQUIP. m 5 I_ - - - _ 3.PROVIDE HOOK UPS AS REQ'S PER MANU. BAPROP T ROOM O r Ireto "ZONE 4" 4'-6" -5-0 4'-6' I DRYER EXHAUST NOTE: z 210 I. DUCT SHALL TERMINATE TO EXTERIOR w 7 75 S.F. 2 ODUCT PENINCSLL TERMINATE MIN. 4'-0" FROM ANY 2 ATTIC = I 3.DUCT 51ZE AS PER MANU. O p BENCH �HATCH� � I 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER U m q_O • _�/2 ® _ PROP. O o PROP. trn I 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN O (I ) i ® M X. .75 N. WALK-IN WALK-IN LK I CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED To CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM � SHALL BE LIMITED TO 51N6LE LENGTHS, NOT TO K 10-4:2" 4 SM/CO (I ) Tr ® MI . I 40 S.F. 40 S.F. I EXCEED & FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 215&A. W 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 0 I-I m 211 I I-I META w/SMOOTH INTERIOR SURFACES WITH JOINTS A-501 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST A-301 DUCTS SHALL NOT BE CONNECTED WITH SHEET-META � PROPOSED STORAGE 5'-Sy2° 212 3 206 I I SGREws PROJECT: tV O I 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER UNFINI5HED/UNEATED 16 NICHE I LOCATION TO THE WALL OR ROOF TERMINATION. THE 5'-5" I MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 KOUVARAS O - m _ I I FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90°-7 PROP. n pl GL. BENCH _ _ _ _ _ BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. RESIDENCE '� O q_4 ? - - - - - - - - - - • l CATHEDRAL J 5M/GO I OPEN TO ccc. GEILIN6 PROPOSED BELOW ) CATHEDRAL r NEA TTIG ACCESS - PULL DOWN STAIR: GEILIN6 I BEDROOM r O 1. MIN. 550 # CAPACITY 145 S.F. O \_I PROF.BATHROOM MASTER I 2.22 x30")FIT MECH. EQUIP. THROUGH OPENING (MIN.. SO SOUNDVIEW AVENUE NATURAL LIGHT - 1. 3.DBL. FRAMING WHEN NEW OPENING VENTILATION 1 153 S.F. O I 4.INSTAL AS PER MANU. SPEC.'s MATTITUCK N.Y. 11952 FLOOR 7 I 5. GONSULT H.O. FOR PREGISE LOGATION OF AOES5 C 2 AREAou 145 S.F. DRAWING TITLE: �n 6 95 REQ. S.F. OV. THERMOSTAT: 4'-II" HT I 10 I. PROVIDE THERMOSTAT FOR 3 ZONES;ZONE I LIGHT 11.6 S.F. 15.6� S.F. - MASTER BEDROOM SUITE,ZONE 2 FIRST - - - - - - - - - - REOV ;n q E in = _ I FLOOR 8 ZONE 3 SECOND FLOOR PROPOSED SECOND FLOOR PLAN .D T REQ D `I �`VENT 2 MANU SPECS MODEL; INSTALL A5 PER 5.8 S.F. I6. S.F. 4'-4 4'-4" 2'-8" _ _ nH H n m HT Ll m N CAL METER:REMOVE ELECTRIC RESET EXIST. ELEG. METER AS PER � QT QT NYS MECH. ODE, d UTILITY CO. STANDARDS I �� I 3'-II" 2'-'1 3'-6" 7'-O" 3'-6" ELECTRICAL PANEL: PAGE: 5'-2y2" 14'-0" 13'-O" 14'-0" I 12 NEW ELECTRICAL PANEL LOCATION;ALL 4'-2y2" 14'-O' 64'-5" INSTALLATION AS PER NYS ELECTRICAL CODE I D I I FIRE RATED DOOR: A-1 03 . 00 OQ - - - - - - - - - 13 3QX6 I HR. SELF-CLOSING STEEL DR. PROVIDE (1) NEW 4 TON HYDRONIC AIR HANDLER: O N 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL DATE: 11/02/22 7 OF 19 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 5" d "ZONE 4";UNIT LOCATED IN ATTIC. 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL i ROFOSED SECOND FLOOR FLAN PROVIDE (2) NEW 4 TON A/C CONDENSERS: 15 I. UNITS BY "RHEEM" OR APPROVED EQUAL W` SCALE: 1/4" = 1'-0" 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I" t "ZONE U q 1,5�4.2 S.F. HABI TABLE SFA(f E; 1,ci 1-1.1 S.F. OROSS AREA 2" s SECOND FLOOR "ZONE 3" 8 "ZONE 4" GJ�� 3.INSTAL AS PER MANUFACTURER SPECS &x �`� M. Pd. 4.INSTAL UPON CONCRETE PAD AS PER DETAIL Ib PROVIDE V' HORIZONTAL PAINTED 5HIPLAP a Q FOYER WALLS b STAIRWELL 17 FIREPLACE TO HAVE WOOD MANTLE 8 LINEAR '�'j, . 405 Q�r FINISHED BRICKS; H.O. TO SELECT FINISH 4$' NF "� --�DOOR SGHEDULE DOOR MATERIAL a, TAO DESCRIPTION MANUFACTURER p0 in RAT'NO NOTES 0 WIDTH HEIGHT W p j -A 45 MIN. RATED J � p SELF-CLOSING cc HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE --------- ---- FIRST FLOOR SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; Q ;4'� AND NOT PROJECTING MORE THAN 4Y2" INTO E N - - PLANS _ El 10 SWING THERMATRU 3'-O" 7'-O" • • PITCHED METAL STAIRWAY;SEE HANDRAIL GRIPSIZES ADJACENTO_ JOIST HANGER BY( f 'SIMPSON' OR EQUAL F102 �5WING� THERMATRU I J2-6 - 7-O Ur — — _ _ _ o c_ zo 103 4 PANEL SLIDERS MARVIN II-q -2 l • EL5P0I20-10 OXXO �- cc �C 104 4 PANEL SLIDERS MARVIN II'-g" 7'-2" • ELSPD12070 OXXO N 105 SWING MARVIN 2'-b 7'-2" • ELIFD2670 HALL MIN SPACE BETWEEN \ -J CO AND. HANDRAIL V (� r l f - 106 SWING THERMATRU 71 3'-O" J 7'-O" —��I - I - I s/a" PINE RISER GARAGE LL L fL I 5% PINE TREAD STANDARDS FOR ORIFFABLE HAND RAIL -O' A J EO ARAOE 108 GARAGE ' " ' " • SCALE: NTS �� I' OVERHEr D _ = X O GROSS SECTION IOq SWING JELD-WEN 3'-O" =-0- I"Q MIN' ROUNDED NOSING o CLEARANCE GIRGULAR NON-GIRGULAR „ „ (NO RADIUS < 110 L—FOCKE'T JELD-WEN 2-8 7-O • (NOT INCLUDED IN � -- -- � � 1 III SWING JELD-WEN 2'-O" 7'-O" I • — I TREAD DIMENSION) 4„-OY4„ j j U - f112 SWING I JELD-WEN 2'-O" 7'-O" - --- 2�� 4" D I - � � MIN. METER 113 SWING JELD-WEN 2'-b" 7'-O" 1 • LA —A � / • 114 SWING JELD-WEN 2'-6" 7'-O" 1 • _ � r , 115 DOUBLE POCKET JELD-WEN (2) 2'-O" 7'-0" • I / / / v c IIb BARN SLIDING JELD-WEN j ( I 2"xl2" STRINGERS ® w/ INO / < • -`--'-- INSULATION, IF UNDERSIDE IS PAGING '�t 117 SWING JELD-WEN 2'-6" 7'-O" • STORAGE/NON-HABITABLE SPACE m SECOND FLOOR 201I=--SLIDERS MARVIN 6'-O" 7'-2" �JI • ELSPD6070 �jTORAOC UNDER Y�" GYP. BD. - i (WHEN AFFL I C ALBE) \ I =2 � RESERVI=� L 205 SWING JELD-WEN 2'-b" 7'-0" i • 1L� -A 204 � J POCKET JELD-WEN 2'-b" 7'-O" TREATED 2"x12" SILL FOR CONTACT 205 POCKET JELD-WEN 2-b 7'-O • l� ( w/GONG. (IF APPLICABLE) 206 5WING� JELD-WEN 2'-0" 7'-0" 207 SWINO [=XELD-HEN �� J 208 SWING J JELD-WEN 2-b" 7-O •JLL-J� 20q SLIDINc3 I JELD-WEN (2) 2-O 210 SWING-= JELD-WEN --- 2'-O 7'-011 F7� J INSULATED/SELF INTERIOR NOOD STAIR DETAIL -- -- ------- - - l I 211 SWING JELD-WEN 2'-6" 7'-O" • CLOSING ri 212 SWING-� JELD-WEN --- 2'-b' �F 7 - 104.0 SCALE: 5/4" = 1'-0" _�E215 POCKE� - JELD-WEN 2'-O" 7'-O° BASEMENT 001 SWING THERMATRU 2'-6' 7'-O" • 002 SWING JELD-WEN 2'-8" 7'-0" ` • - —I INSULATED/SELF CLOSING 003 SWING JELD-WEN 2'-8" 7'-O" �_I -- Q� v NOTE: I. IF FINISH MASONRY USED (SUCH AS ALL NEW WINDOWS SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING b BLUESTONE) - MASON TO ADJUST STRAPPING DETAILS; H.O. 8 CONTRACTOR TO VERIFY ALL WINDOW DETAILS BELOW BEFORE PURCHASING: HGHT OF LANDING AS REGl'D TO Lu.1-• • EXTERIOR FINISH - COLOR "EBONY" ACCOUNT FOR FINISH MASONRY Q • INTERIOR FINISH - TBD o • HARDWARE FINISH - TBD 2. ALL HORZ.SURFACES SHALL BE PITCHED • DIVIDED LITE5 - GRILLES-BETWEEN-THE-GLASS; COLOR "EBONY"; PLEASE REFER TO ELEVATION DRAWINGS PAGES A-201 4 A-202 ® 1:46 AWAY FROM BUILDING FOR GRILLE PATTERNS PROJECT: 3. FOR SLABS ABUTTING FRAMING, INSTALL '"'"5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER*"` COPPER FLASHING FROM 12"ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING KOUVARAS IN ASPHALTIC,MASTIC 4'P.GONG.SLAB WINDOW CHART - -- EGRESS STAIR DRAINAGE CALCULATIONS: U bxb 1 MP TE -- -- UPON COMPACTED RESIDENCE ROUGH OPENING WINDOW DIMENSION CLEAR STAIR WIDTH = 3'-b" TAG TYPE MODEL # OPENING TEMPERED ( ) FILL GRADE WIDTH REOV: 20" PROPOSED NEW AREA= 43.0 S.F. HEIGHT REG V:24" 43.0 Sq. Ft. X 0.1-7= -1.51 REBAR BENT TO _ -- WIDTH HEIGHT WIDTH HEIGHT SLAB AS SHOWN =1======== ____ OPEN REG2'D: 5.-1 S.F. 7.31/3.1= 2.4 VERT. FT. OF 2' DIA RING REG. . r f PROVIDE (1) 2' DIA. X 5'-0" DEEP STORM . y� \\\\\ \\\� z 80 SOUNDVIEW AVENUE A CASEMENT' ELGA375q 3-I 4'-I I g" 3'-O" 4'-I I �" [� WATER LEACHING SYSTEM a - / / / / - ------- ---�i --- --- -- - ---- - \//\//\//\/ > MATTITUCK, N.Y. 11952 •`• \ B GASEMENT� ELGA2g5q 2'-5" 4'-I I 2'-4" 4'-I I �" Z�� G CASEMENT ELGA333g 2'-g" 3'-3 2'-8" 3'-3 �" (1) #4 REBAR ® EA. DRAWING TITLE: STEP;3" GVR ® ENDS %y . • \\ \\ \\ \\ \\ \\ \\ D CASEMENT ELGA3347 2W 5'-5" 3'-i I 5'-4" \ \ \ \ \ \ \ \/ SCHEDULES & PLAN NOTES \x\//\� E 11 GASEMENT� ELGA2g43 3W 2'-5" 3'-7 " 2'-4" 3'-7 " " 1O„ °ice \/\\/\\ \\/\\/\\/\\/\\/\\/\\/ DESIGN DETAILS 5" „ -- - " - LANDING MIN. a %i /\\/\\/ COMPACTED /\\/\\/\\/ z F :::][—CASEMENT ELGA2g31 2-5 2-7 g �F 2-4 2-7 _ - a . a �� FILL - -- ,_ �, i /i • \\ \ #4/REBA/R ® I"/\\/\\////�//\\/\\// Z O G AWNING ELAWN4c127 2W 8 1 2'-3 J" V-O" 2'-5 �" Q 4"P.GONG.SLAB w/ 2"x4" r •%� // / // // // // // // FINISHED e pi /�/\ \O.G. (MIN. 3) /\/\/\/\/\/ / - ------ -- LL b'xb"-io/Io w W.M. KEYWAY �i�� \\/\\/\\� \� \� \� \�\\/\\/\\/\\/\\/\\ = O PAGE: H CASEMENT ELGA2535 2'-I" 2'-il " 2'-O" 2'-II " FLOOR UPON COMPACTED FILL ,%i%" /\ / - — --- �� 4„DRAIN CONNECTED a• iiii' /\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ m O „ , - TO EXIST. MAIN LINE �iif �' / / / / / / / / / / / / / / A-104A-q HT GASEMENT� ELGA2535 2-I 2'-11 2-O 2-II [� ;� FINISHED c�i' c ,y/\\ /\\/\\/\\/\\/\\/ / / / /\\/\\/\\/ - - --- --- -- - GRADE / / �- �ti�// \//\//\//\//\// NOTE: moo „ ^--------=- a-------- I \\//\\//\ ��\//\\/\\/\\/\\/\\ ALL P. GONG. J CASEMENT' ELGA3743 3W g-I I 3-7 g-O 3-7 SHALL BE �� #4 REBAR CONT. ® IO" O.G. MIN II° \ ��\ \ \ \//\//\//\/ 4000 PSI (MIN.) K CASEMENT ELGA3347 3W 8'-I" 3'-II " 8'-O" L3'-II �" ( 3J �\ \\/ /�\/��/\\/\\/\\/\\/\\/ /\\/\\/ / / / / / / / / / / / / (1) #4 REBAR GONT. \\\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ DATE: 11/02/22 8 OF 19 ' //\L GASEMENT'� ELGA3335 2'-q' 2-II 2-8' 2-II #5 BENT REBAR ® 12" O.C. -- ---- - - , 5-4, 3,_3 m = 8" THK. P. GONG. WALL �M FOA51EMENT7� ELGA333g 2W �r 5'-5" 3'-3 8" P AWNING ELAWN3723 3'-I" I'-I I " - 3'-O" I'-I I �" (I) #4 REBAR CONT. JI Q CASEMENT ELGA3347 2'-q" 3'-II 8" 2'-8" 3'-II BASEMENT IS" WIDE x 12" DEEP /\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ '��'-'��DR�'�,t~ - --- �� N P. CONC. FTC. / QT CASEMENT ELGA3347 2'-q" 3'-II 2'-8" 3'-II " ED Q . . • ° \\/\\/\\ \\/\\/\\/\\/\\/ I -- --- �� (2) #5 HOR. REBAR .�3" a ,��, , 2 EORESS Val I i DON WELL 1-DETAIL EXTERIOR MASONRY STAIR DETAIL A-104.00 SCALE: 1/4" = I'-O" A-104.00 SCALE: 5/4" = P-O" QP N E44,�0 ELEVATION NOTES ONEW SIDING SEE ALSO NOTES AT SECTION Q IA HARDIE BOARD 8 BATTEN; WHITE/LIGHT GRAY W W � J IB HARDIE CEMENT LAP SIDING; WHITE/LIGHT GRAY _ O Q 4-J a m N ONEW ROOFING NOTE (TYf?� b'-b" Ir Ln SEE ALSO NOTES AT 5E:CTION — Oo b_7 NEW METAL ROOFING ' _— cc �B NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) - \ _ — - -- \ ---- _ — - - --- - _— -- _ - - — -- - _ O p � (MIN 30 YR. WARRANTY) \ — - O 3 NEW 6" SEAMLESS GUTTERS 8 DOWNSPOUTS; WHITE IA\ F / -- Q O 0 0 \ \ - (TYP) ALUMINUM HALF ROUND O4 ALL ROOF DRIP EDGES TO BE BLACK -3"- -2'-0"-f 2'-O"-, r -2'-3"te `— -- / 201 z OPROVIDE CONGEALED FLA5HING AT ALL ROOF 5 INTERFACES. ' TYPICAL 5/4x6 AZEK hIHITE (OR EQJ: --�__- ---_--- —-----_--�___=-_---- -- � � M K O I. PROVIDE AT ALL FRIEZE BOARDS d SOFFITS 2. PROVIDE AT ALL FASCIAS — ---------------------- OWINDOW 8 DOOR TRIM (TYP) --- ---- - --- — n , 5/4x5 'AZEK' WHITE (OR EO) PROVIDE AT ALL WINDOWS d ---- --- - - - 3 M DOORS F.F. F.F. —F.F. w EXTEND CHIMNEY TO 5'-0" ABOVE ROOF WITHIN I Fd 1111 H i H H H I H, 11 11 11 11 11 11 11 11 11 11 11 11 11 h 11 11 11 11 11 11 1 11 117711 H H H H H 11 d h i I b O10' 0" ------ -- - - - -- --- - - -- - - - -- - - -- -- - - - -- - NEW CRICKET (TYP.): O 2"x4" FRAMING ® Ib" O.G.;PROVIDE ICE SHIELD117-7 �J LAPPED Ib" IN ALL DIRECTIONS b FULLY FLASH. / \ IL STRUCTURAL COLUMNS b HEADERS TO HAVE WHITE FINISH; 10 PROV. 'PERMAGAST' OR EQ. ® COLUMNS II PROPOSED PATIO 8 STEPS TO BE BLUESTONE O Q PROVIDE IDENTIFICATION OF BUILDING STRUCTURAL 12 TRJ55 TYPE COMPONENTS; STICKER TO BE IOB 104 0 PLACED AT ELECTRICAL METER r o -- - _ - -- - -� � SOUTH ELEVATION (REAR) SCALE: 1/4" = 1'-0" w O — - — - - -10 =T7 \ p KOUVARAS O \ RESIDENCE \ F . _ F.F. 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: Ios PROPOSED EXTERIOR ELEVATIONS � Ll IUI IUI PAGE: A-202mOO �� I DATE: 11/02/22 10 OF 19 II � 1�� 1I1 IInn111 IIUUIII °nn III I III II II III I \g � Po II UU III i 1 EAST ELEVATION (LEFT SIDE) � SCALE: 1/4" = I'-O" BUILDING SEGTI ON NOTES NEW ROOFING NOTE (TYPE OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS Q 2. INSTALL ICE AND WATI=R SHIELD FROM FASCIA ___ ---__ _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—___— UP TO 24" FROM INSIDE FACE OF STUD KALL PROPOSED RIDGE HEIGHT 0 ELEV. +27.9' W AND AT VALLEYS OVER 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER \� 12 —� 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 10 Q _ 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REOV) \\\ .� � 6. PROVIDE RIDGE VENT (AS REO'D) 7. FLASH ALL VALLEYS PROPOSED <t O 5.INSTALL DRIP EDGE (BLACK) AS REO'D ATTIC O 9. INSTALL ALL AS PER IvIANU. SPEG.'s C p Z O TYPICAL ROOF 4 CEILING CONSTRUCTION: O2 co NEW ROOFING AS NOTED � cm 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD O O �, � 5EAM5) O • R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 OVER -- -J N Lr) 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) • PROVIDE R-49 BATT INSULATION W/2" SPRAY FOAM Q O AT EAVES •• AT CATHEDRAL CEILING PROVIDE 7" SPRAY FOAM INSULATION (R-I PER INCH = R-4q) is O TYPICAL EXTERIOR WALL CONSTRUCTION (TYPI - W 3 UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING® PROPOSED PROPOSE ALL PLYWD SEAMS) PROPOSED -------------- ----- WALK-IN WALK-IN • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE STORAGE --- -- -- — --- CLOSET CLOSET _ PROPOSED SECOND FINISHED FLOOR • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-11 BATT — _ INSULATION;TOTAL R-25 c ELEV. +12.3' • 5/5" GYPSUM BD. ALL FINISH W �J U •— ONEW SIDING NOTE (TYP.):. n 1 1. INSTALL NEW 51DING AS GALLED OUT ON VJ ELEVATIONS 4_J 2. TYVEK HOUSE WRAP (OR EQUAL) 3. INSTALL ALL AS PER 'MANU. 5PEG.'s 4. PROVIDE ALL NECESSARY TRIM FOR PROPER > O --�— INSTALLATION �❑ 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION — —- s WALL U TYPICAL FLOOR CONSTRUCTION: RO OSE PROPOSED PROPOSED .�Os • NEW F.J. PER PLAN ° /r • 5/4" GDX PLYWD SHEATHING (BLOCKING ® ALL FO ER MASTER BATHROOM PLYWD SEAMS) DININ B ND HALLWAY ---- - PROPOSED FIRST FINISHED FLOOR v / LL x ELEV. +2.3' n, • INSTALL X" BROTED �GIPNG ®SCENTER O(a SPANSF SPAVER N, -- -----_— ------ W PROPOSED Q U.O.NJ GARAGE BASELINE .- • PROVIDE R-30 GATT INSULATION • SPRAY FOAM AT RIM JOIST;PERIMETER OF __—_—_—_—_—_—_ _— BUILDING j/i // -, // /i,j/i j/.�'//.�j// j/ ///'j/.i'// j/i. j/i. j/i ELEV. +O.O' •- �/ j//j j//j jj/j j//j jj/j%//jjj/j%//%%/jj%/j%//j%//j%//%///%///%• -- PROPOSED BASEMENT • �//�//��//�i//�//��//�i/�11/��//,�i%%l_�ll///////////�///�j/ . e ____—_—_—_ BASEMENT FINISHED FLOG ELEV. -7.6' SECTION I -I/A-5O 1 SGALE: 1/4" = 1'-0" 0 PROPOSED RIDGE HEIGHT m ----------------------------------- ELEV. +27A' ui - ---— — -- —12 -- PROP05ED w 2 ATTIC — W H Q 3 PROJECT: 4 SLIDER a FAMILY ROOM TO BE INSTALLED 4" ABOVE o KOUVARAS FINISHED FLOOR � RESIDENCE r- PROPOSED _ PROPOSED 12 PROPOSED 80 SOUNDVIEW AVENUE PROPOSED SECOND FIN 1 BALCONY `r FAMILY ROOM 6 MATTITUCK N.Y. 11952 ED SCONISHED FLOOR _ 2 _ --_ _ -- — N MASTER BEDROOM ' ELEV +12.3I 3 cq J DRAWING TITLE: BUILDING SECTIONS o - LL—u PAGE: PROP05ED PROPOSED PROPOSED PROPOSED PROPOSED ' REAR PORCH LIVING ROOM FOYER — LIVING ROOM SIDE PORCH 0J. PROPOSED PO�D FIRST FINISHED FLOOR -300 V. - v 5 � BASELINE ELEV. +O.O' DATE: 11 02 22 / / 11 OF 19 0 6 � aSO AjRC��r \C7 P (� PROPOSED 'o BASEMENT FINISHED FLOOR _—_---------------_ BASEMENT BASEMENT PROPOSED y O ELEV. -7.6' - LLLJ SECTION 2-2 A-COI • • � � = • :�- � / SGALE: 1/4" = 1'-0" SECTION 5-5/A-501 lr- N Sr-,ALE: 1/4" = 1'-0" BUILDING SEOTION NOTES NEW ROOFING NOTE (TYP.): OI I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL W AND AT VALLEYS OVER __ _ __ Lu 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER co 4.1/2" GDX PLYWOOD SHEATI-LINO (BLOCK ALL - - - 5. GAP SHINGLE OVER RIDGE: 8 HIPS (AS REO'D) - - E N - - to -- - PROPOSE 6. PROVIDE RIDGE VENT (AS REO'D) - -- -- - - -- ---_ -- - -- ---- -----------------DGE HEIGHT p O_. D RI DOE FLASH ALL VALLEYS -- ----- — -- --- - - - - :_-- ELEV. +25.0' _ -� v O a.INSTALL DRIP EDGE (BLACK) AS REO'D Qo cf. INSTALL ALL AS PER MANU. 5PEC.'s - - � '- TYPICAL ROOF 8 CEILING CONSTRUCTION: cu O • NEW ROOFING AS NOTED - --- - - - -- - • 1/2" GDX PLYWD SHEATHING (E�LOCKIN6 ® ALL PLYWD c N O p SEAMS) O • R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 OVER 1 a-+ N +-' Lo & INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) • PROVIDE R-49 BATT INSULATION W/2" SPRAY FOAM Q 0 � O AT EAVES •• AT CATHEDRAL CEILING PROVIDE'T" SPRAY FOAM INSULATION (R-i PER INCH = R-49) - O i O TYPICAL EXTERIOR NALL CONSTRUCTION (TYP.): L - s 5 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) .9 r �+/ jJ • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® \ ALL PLYWD SEAMS) • 2"xb" STUDS ® I6' O.G. W DBL. TOP PLATE • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-II BATT PROPOSED INSULATION;TOTAL R-25 STORAGE • 5/8" GYPSUM BD. WALL FIN15f1 PROP05ED SECOND FINISHED FLOOR ELEV. +12.3' U ONEW SIDING NOTE (TYP.): n , I. INSTALL NEW SIDING AS GALLED OUT ON �•�/ ELEVATIONS 2. TYVEK' HOUSE WRAP (OR EQUAL) 3. INSTALL ALL AS PER MAN'J. 5PEC.'s 4. PROVIDE ALL NECE55ARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION r l WALL v TYPICAL FLOOR CONSTRUCTION: O5 --- — / • NEW F.J. PER PLAN //�//'�� • 5/4" GDX PLYWD 5HEATHING BLOCKING ® ALL V / PLYWD SEAMS) p p o 0 0 0 0 • F.J. AS NOTED ON PLANS (® SPANS OVER 5' Ask INSTALL "X" BRIDGING ® CENTER OF SPAN, --- _ ---- -- -- - -------- — -- -> --PROPOSED s PROPOSED FIRST FI_NISHED FLOOR$� ELEV. +2.3' • PROVIDE R-50 BATT INSULATION ML 6ARA6E Q • SPRAY FOAM AT RIM JOIST;PERIMETER OF BUILDING _BASELINE //, ELEV. +0.0 /////// . �j j/�j//�///�///j j//j///j j j/j j//j///j j/j j///j///j jj/jj//j// •. //j/// j � //j�j/j// SECTION 4-4/A-502 SCALE: 1/4" = I'-O" ------ — ----- ------- -_ -- _--_- - - - - - -- ---- -_ - O _--__-_- -- - --_---- PROPOSED RIDOE HEIGHT - — — ELEV. +21.8' Q _ Q I - - PROJECT: 12 8F-- KOUVARAS - - _ RESIDENCE PROPOSED -- 2 ATTIC -- 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: BUILDING SECTIONS H oa 0 3 4 - PAGE: PROPOSED /y BATHROOM PROPOSED FIRST FINISHED FLOORA-302mOO ELEV. +2.3' 5 BASELINE ELEV. +0.0' DATE: 11/02/22 12 OF 19 s e r®AP % NI Pn�j,��C7 PROPOSED �Y r BASEMENT 'trz SECT I Oil 5-5/A-302 SCALE: 1/4" = 1'-0" PROVIDE 3" (MIN.) GOING. COVER PROVIDE STRAPPING d NAILING AS PER CONNECTION 'D' IN OF ALL REBAR WITHIN P. GONG. — "TYPICAL NAILING/STRAPPING FOUND. WALLS $ P. GONG. FTG'S. PROVIDE STRAPPING d NAILING PROVIDE 3" (MIN.) GONG. COVER REQUIREMENTS FOR UPLIFT, AS PER CONNECTION 'D' IN OF ALL REBAR WITHIN P. CONC. SHEAR, 4 LATERAL RESISTANCE" "TYPICAL NAILING/STRAPPING I FOUND. WALLS $ P. GONG. FTG'5. ON PAGE 0-003 ® EA. STUD. \ 8 (4) 5/8" H.D.G. LAG Q PROVIDE INSULATION REQUIREMENTS FOP,UPLIFT, BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" BOLTS (PREDRILLED) PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. (WHEN APPLICABLE) NEW 0 (2) 2"xb" P.T. SILL PLATES _ _ __ _ _ _ UPON SILL SEAL UPON COPPER LJJ 4" P. GONG. SLAB / \ W TERMITE SHIELD O / J cc FLOOR SYSTEM AS_ NEW (2) 2"xb" P.T. SILL PLATES FLOOR SYSTEM AS 5"x6"-IOxIO W.W.M. BETWEEN _ � NOTED ON PLAN NEW 5/b"� HOOKED ANCHOR — - -�- — UPON SILL SEAL UPON COPPER NOTED ON PLAN CENTER E UPPER � OF SLAB BOLTS ® 39" O.C. w/5" SQUARE 1 Q a-.► TERMITE SHIELD SECURED IN PLACE DURING POUR WASHER d ENDNUT O \\\ // O � Ln NEW STL. GAP FL. 'A' FLOOR WOOD BEAM b MIL POLY _ _ NEW 5/b"� HOOKED ANCHOR WELDED TO COL.;SEE AS NOTED ON PLAN MOISTURE RETARDER 3/8" THK. PL. - b� O BOLTS ® 3a" O.G. w/ 3" 5WARE GAP PL DETAILS W .WASHER d ENDNUT NEW 3-1/2" O.D. 50H 40 ` • /4 i GALV L - NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. . c °. a I��i a � 4• d°) WELDED TO COL.;SEE FOUND AI23) AS PER 11•L P BASE PL. DETAILS FOR FOUND. PLAN BY SIDS )jla /� N 11 '� STEEL (OR EQUAL) , , ' ' , , , ' 11. r z GAP PLATE 'A' O O �BOLTING 4" GRAVEL BASE ..I� a-' PROVIDE GOLD JOINT GONG. SLAB I I I NEVq 4" F. yip FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE � Lo Ii AT GONG. SEAMS (TYP.) �i GRADE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER Q O O 1 II . .11 li . °• GRADE • ° - .• ii ° 11°. 11 i G�i ILA 11 I 8, n , II O 4" GRAVEL BASE m NEW (3) #5 HOR. I I I 11 - 8 (4) 3/8" H.D.G. LAG I i( I - 3` I REBAR UPON (5) #5 #4 HOOKED VERT. a i�° _ BOLTS (PREDRILLED) II < HOR. REBAR (b TOTAL) I I IO.C. REBAR® 4b" 1 #4 HOOKED VERT. ,,Ib - NEW 2 x24'xl2" • 1 • - I • DEEP P. CONG. PAD REBAR ® 48" O.G. d�I FTC. (MIN. 4000 PSI) COMPACTED FILL I I I 11 ASPHALTIC DAMP d . I X _ / 1 —PROOFING TO EXTERIOR a I� < — - - — — v- -- — `,f • ASPHALTIC, DAMP W — — - — - W PROOFING TO EXTERIOR • II° �i I' O \�� / O 1 ' ' I � - it • 5/&" THK. PL. yq 5/8" THK. H.D. II P. GONG. FOUND. WALL �I • I�2�� CALV. PL. U c 11 (MIN. 4,000 PSI)- — �� - P. GONG. FOUND. WALL < — z I I I i li - GAP PLATE (MIN. COOT PSI) STEEL COLUMN � SOOT I NC DETAIL 11 A-401.00 „ _ I ( I I I •'r Q / I _ SCALE: 3/4 - I -O #4 HOR. CONT. REBAR ® I FOR CONNECTION OF STL. COL. TO (3) I-3/4" WIDE TOP,MIDDLE THIRDS, a �1 LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE n, #4 HOR. GONE. ® I II d BOTTOM OF WALL (4 TOTAL) 1►< DIMENSIONAL LUMBER OR 5.25" WIDE PSL am VJ THIRDS, I Q TOP, MIDDLE THIRDS, d °II I BOTTOM OF WALL (4 TOTAL) 11 11 d P. GONG. CONT. FTC. II II — - - (MIN. 4,000 P51) a< 11 a P. GONG. CONT. FTC. • II - (DIM. COOT PSI) . d jl —(3) #5 HOR. CONT. REBAR II - • i (3) #5 HOR. CONT. REBAR 11 I 11 - I g'� 4" P. GONG. SLAB d < I PROV. GLEAN01 e a.. .• ° d a ' I I° FLOOR SYSTEMCOMPACT FILL AS • = \ /2 ✓� �� a �, �� NOTED ON PLAN 21- b MIL POLY - Q <} NEW STL. GAP PL. 'A' FLOOR WOOD BEAM 14 MOISTURE RETARDER m _ i - - WELDED TO COL.;SEE AS NOTED ON PLAN 4" GRAVEL BASE '- " — GAP PL. DETAILS O O „ 1 - -4"� -- NEW 3-1/2" O.D. SCH 40 3-I/2 O.D. UGH. 40 HOT PROV. GLEAN _ I ( I HOT DIP GALV. STL. COL. COMPACT FILL NEW BASE PLATE 'A' DIP GALV. STL. COL. WELDED TO COL.;SEE (ASTM AI23) AS PER - - FOUND AI23) AS PER BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 PLAN WELDED TO PL. I I ( I I I I I BOLTING STEEL (OR EQUAL) �I I,�I I p W � �� 8"X8"X3/S" THK. NEW 4" P J SOUND. DILL DETAIL �� R � ) STL. BASE PL. PROVIDE GOLD JOINT GONG. SLAB A-401.00 �� FOUND TI ON WALL DETAIL AT GONG. SEAMS (TYP) SCALE: 5/4" = 1'-O" O O (4) I/2 HOOKED ANCHOR BOLT5 EMBEDDED INTO A-401.00 SCALE: 5/4" = 1'-O" . °°. a WASHER ANDFOOTINO END NUT SETUP • C J� L�' ° 2'-0" LAP 4" GRAVEL BASE a. • BASE PLATE ��' (TYP) ��. �, COMPACTED FILL a to NEW 30"x30"x1b" II_iyy (4) #5 HOR. DEEP P. GONG. PADS° REBAR UPON (4) #5 ---------- --- -- FTC. (MIN. COOT Psl) HOR. REBAR(b TOTAL) STL COLUMN GP BASE PLATE DETAILS I I I66 A-401.00 0 ��------_= r==IL-- r SCALE: 5" = 1'-0" U ,I W TYP. ROOFING (SEE #5 REBAR (TYP) n SECTION NOTES) Q�. ' #5 BENT I i j I TYP. ROOF CONSTRUCTION PROJECT: (SEE SECTION NOTES) PN REBAR(TYP) R I STEEL COLUMN FOOT I NO DETAIL 'SIMPSON' H2.SARAFTER TIE RR. KOUVARAS I i iL_j A-401•°° SCALE: 5/4" = 1'-0" RESIDENCE I � I PERMACAST COLUMN G.J. AS PER PLAN AS PER PLAN FASCIA BOARD 80 SOUNDVIEW AVENUE CORNER CONNECTION MATTITUCK, N.Y. 11952 BEAM AS PER PLAN DRAWING TITLE: "SIMPSON" NEW "SIMPSON" LU526"SIMPSON" PGb4 DESIGN DETAILS 2 (FOR 3 PLY BM) #5 REBAR(TYP.) '-0" LAP POST BASE PER "SIM(FOR BG52-2/4 GALVANIZED JOIST (TYP.) POST SIZE (FOR 2 PLY BM) HANGER -- ----t- t-- --------- FIN15HED STONE 1 I r 4" GONG. SLAB t IrZ PAGE: A,,,,,,,,,401m00 P.T. POST W/ GRADE //\//\/ BAGKFILL AZEK WRAP AS : / / 13 OF 19 I I II a a d \ - OMPAGTED PER PLAN DATE 110222 Q J a I I I II #5 BENT / //X/ EVERY b" O I I l I REBAR (TYP) \//\\\/\\/ / // EXTEND FOUND. PER PLAN PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. WALL BENEATH COLUMN "SIMPSON" POST BASE PER >�(� POST SIZE f0 EXTERIOR MASONRY DECK 8 FOUND. WALL a FTC. 'T' CONNECTION � NEW STONE PATIO Nc. 03 2 REBAR OVERLAP DETAIL I L 8 COVERED PORCH FOUNDATI ON DETA I L of A-401.00 — �— A-401.00 SCALE: 3/4" = I'-Oil A-401.00 COVERED PORCH DETAIL SCALE. 5/4 - I O SCALE: 5/4" = 1'-0" OE I `ZE AL 5 I MBOL E*%r : _ EXISTING TO BE DE:MOLISHED71 TIAL HEI6HT WOO FRRAME (L.G. 5TL. WHEN APPLICABLE) Q EXISTING TO REMAIN E --{ NEW WOOD FRAME (L.G. NEVd FOUNDATION WALL /' LLJ J O � —I 5TL. WHEN APPLICABLE) Cy) NEW I-HR FIRE RAZED ® MIN. (2) 2"x4" STRUCTURAL C (11 P05T FOR 4" WALLS D WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL O 0') POST FOR b" WALLS), U.O.N. — = O NEW 2-HR FIRE RATED Pi it } WOOD FRAME (L.G. 5TL. O O WHEN APPLIGABLE) a .O N O p : � O � Lo c- N c6 a � � o -r-1 -0 65'-4" — — — — — — V — — — I4'-by2° — — — — — — — — I4'-by2" — — — — — - — - - - — � � - - — — — — — — — — — — - - � � — — — — — — - -� � — — — — — � � — — — — I I I I • • � U BAGKFILL 1= Q COMPACTED ' o I I IN 6" LIFT5 •— I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o= - - - - - o d)< XJ� I I NEW 2"x5" PT FJ I PROV. GORO. DECK ABOVE . Ln NEW 2"x5" PT F-I RoV. GORO.'DEGK ABOVE f w in —" 1 I Iup tu 4-q' 3'-6" I " 14'-6" 12'-IDy2" 13'-b• "I'-"I" 'I'-'1" -i-'1 J L _I r F I I I I to _ _ z (4) 1=FLUSH LVL ORDERLLAM �- - �- - - - - - - - - - -I - -� -�� - - -o - - 5. 0 m L — -1 (4)l FLUUH LVL mir-ROLLAM I • Q I I Q I RPER ' cc • I O (2) I.75"xII.V75" 2.OE MIGROLLAM p _ _ v w I ut = v I w - w r I ' I O O p O � O I dl I • p o o I PROJECT: ~ ® � X W 1 = X I KOUVARAS z I ry I ` I I" r r' =" w UP z RESIDENCE F- I (3) I.'15"xI4" 2.OE MIGROLLAM - - - - - - - - - FLUSH LVL GIRDER I ) L-75"xI4" 2.0 MIGROLLtM J - r — — —.� 80 SOUNDVIEW AVENUE FLUSH LV,IL/ IRDERtu � �� I ••' ~' • - — — —•_� MATTITUCK, N.Y. 11952 kb �52� 10'-4" 12_�2 o o ? I I DRAWING TITLE: U PROPOSED STRUCTURAL PLAN 10 T I � II - - - - - — — — Z i . - - - - - - - - z I I F I I I - - - - - - _ - - - I I � I _I — PAGE.. BAGKF I LL COMPACTED • ° IN b" LIFTS - - - - - - - -`. IS-101.0 " I4'-O" 13'-O" I4'-O" I . I a DATE: 11/02/22 14 OF 19 -- - - - - - - - - - — - - — — — — — — — — — - - i-4YO.Lil 4-0" 13'-2" 13'-10" 13'-2" i�l<'Oi�OS D FOUNDATION STRUCTURAL. FLAN SCALE: 1/4" = 1'-011 p 3 3740 y0 O F N� 0EI ERAL 5 I I " I50L ICE i : EXISTING TO BE DEMC)L15HED NEW PARTIAL HEIGHT771 WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) w EXISTING TO REMAIN � O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL /' J C13 STL. WHEN APPLICABLE) (y) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL E N WOOD FRAME (L.G. STL. POST FOR 4" WALLS = WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 00 O b7 POST FOR b" WALLS), U.O.N. _ -0 NEW 2-HR FIRE RATED i .-- WOOD FRAME (L.G. 51'L. WHEN APPLICABLE) DO. Z O co N O O 4 Cfl -1- O 4 r- +J CV Q O W 4-J U •- (a) 4-J m (5) 1.75"xI4" 2.OE MICROLLAM (5) 1.15" OLLAM (3) 1.75"xI4" 2.OE MICROLLAM • HDR. WRAP W/ Ix AZEK Q HDR. 4Q2`1�E9UP AZEK Q HDR. WRAP W/ Ix AZEK 2"x8" G.J. jc PORCH I BOAalb" O.C. I ' ` O Q I p 930 S.F. p 1 BEAD BOARD GEILIN6Q V �-1 W0N Q z Va vLu z Q OW a Lu Q w J fW (5) 1.75"xq.5" 2.OE MICROLLAM Q R Q x = z LV W L HEADER p Q v-) u i In x I Q •— �x V cv� W cv� oQ dI w U 1 Woa �I �> -7 u,> - _ a o cv� m x ��0 �� apQ a � ��Q m ri� X ri ®m R 111 X X p �Q " am� QLAMLL (a) fl am Lij (2) 1.75"x11.9,15" 2.OE MICROLLAM [a TRP. P05T m LVL HEADER I - - DBL. POST ` (3) I.'15"xI4" 2.OE MICROLLAM (5) I.-75"xI4" 2.OE MICROLLAM (3 L?5"x'f.5" 2.OE MIGROLLA \ I 016110.0.' G . — a ® I LVL HEADER LVL HEADER CV HOER ON. BE D BOARD EILING I DW 1 UV - II lol I(I II 1 L — — — — — — Oj I � 1 I pW v< Q Q Q Q �� Qo ® L JaW �� Ja X I Iwo �N fiWo �W �W �W� to �a =a, I � m UQ v_0 �Qm Oa cvq p0 �WQ PROPOSED IOW -I I �W WQI �K ® �- KITCHEN T ® � T ® � �-j n W - - w - W - PROPOSED W -1 `_t 1 x = 0-i o� vi 2q5 S.F. 0-1 � �, O- (+ kn O� X > _ ry> _ GREAT ROOM N>1 ai 00 � p0 00 250S.F. - _� t�-0 x� -A - LL ul LL L PROPOSED 1 DINING ROOM ( I 2"x8" G.J. 215 S.F. ® I6" O.G. BEAD BOARD GEILiN6 REF. DBL. POST _ I 1 z \ 3.5" STEEL COL. w \ TRP. POST (5) 1.75"xI4" 2.OE MICROLLAM (3) 1.75"xI4" 2.OE MIGROLLAM TRP. POST \ - - FLU5H_LVL HEADER - FLUSH LVL HEADER - BEARING WALL O \ I 5.5" STEEL COL. �� L) \ PROP. \ I PANTRY < Q I Qo S.F. ® L PLOP. PROPL. . ® L I z O < �'rn to s.F. WAIL-IN m pm I 50 S.F. n ( ro Quj = / I PROPOSED DN. 0 p W= DN. PROPOSED / 2 GAR GARAGE 0; I y- Q PROJECT: ® L 520 S.F. - _ I Q I BATHROOM X -- - "x 2. MI - - - X' 2"x8" G.J. 115 S.F. KO UVARAS O O �j v W (2) I FLUSH"LVL HEADER - NI I -t^v I ® I6" O.G. O� PROP. tu RESIDENCE \ FOYER TRP. POST `- --- \ I DN. - O 145 S.F. _ (2) Ll5"xI4" 2.OE MIGROLLA \ I H— (2) I.'15"xI4" 2.OE MIGRC— - I I .- J FLUSH LV�HEADER LINEN \ FLUSH LVL HEADER TRP. POST 80 SOUNDVIEW AVENUE \ I TRP. POST m PROPOSED MATTITUCK, N.Y. 11952 -a, BEDROOM I / TRP. POST W ® L 155 S.F. ® 16" o.G.01 DRAWING TITLE: m -N EAD BOARD GEI IN / (5\k O z PROPOSED STRUCTURAL PLAN / - PROP. 0 PROP. n �, PWDR. W —� LAUNDRY = m tu N ROOM 3s S.F. 4 RM X �a 2"x8" G.J. z PROPOSED r§ PAGE: ® I6" O.G. -� t B AP BOARD GEILINQ U COVERED x Q _ ® o W Q O p 3O0 S.F. W T— 'Q �0 oQo Q -. (V ®(A X h xI Q m n I DATE: 11 02 22 (2) I.'15"xfi.875" 2.OE MICROLLAM (2) 1.75"xlIb-15" 2.OE MICROLLAM (2) I.15"x1I.875" ZOE MICROLLAM � � 15 OF 19 m - HDR. WRAP W/ Ix AZEK - - HDR. WRAP W/ Ix AZEK - - HDR. WRAP W/ Ix AZEK - m - - ��- PROPOSED F I R5T FLOOR STRUCTURAL PLAT � t .� 5GALE: 1/4" = 1'-0" g� p-37-405 Q FOF N��-t OEI ` DRAL 5 I �50L E"%r : _ EXISTING TO BE DEMOLISHED — , ,-� NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q �/ w EXISTING TO REMAIN WHEN APPLICABLE) O NEW WOOD FRAME: (L.G. NEW FOUNDATION WALL J CO 5TL. WHEN APPLICABLE) 4-1 / NEW I-HR FIRE RATED El POST (2) 2"x4" STRUCTURAL E N WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS WHEN APPLICABLE`.) (MIN. (2) 2"xb" STRUCTURAL � 0 O O 0 POST FOR b" WALLS), U.O.N. _ _O = 0 NEW 2-HR FIRE RATED �. (- WOOD FRAME (L.G. STL. WHEN APPLICABLE'.) a- .O Z O r! (B Y N O O 4 CO � O � Lo O N CD Q O W L 4J 70 U •- - - - - - - - - - - - - - - - - - - - - (D ..�J m I I . — + n�11 PROPOSED I W BALCONY Q 250 S.F. F- — — — — — 5/4" DE GKIN6 - - - - - - - - - - II II I II II II II I II II I (2) I.?5"x9.5" L HDR. (2) 1.15"x9.5" LVL HDR. MASTER a I I BEDROOM I p I PROPOSED I 150 S.F. FAMILYBROOM --� I I I I NEW 2"xa" G.J. Ib" O.G. X II II PROPOSED < o I ry I BEDROOM K z II I Q Q II -I - I F — — — — — — — J 5'-b"� (2)2�O" HDR. OP o PLOP. DY. o m — eL. I X U O (2)2"xl" HDR. I �— — — — — FN- V I — — — — W p PROPOSED TRP. POST I 2 BATHROOM Q NEW 2"xa" G.J. I I I 0 z I Ib O.G. NEW 2"x5" G.J. ry ATTIC Ib" O.G. I • • N�HATCH� I - -- PROF.. PROF. Q - DN. Q WAL KPI N WALK-I N I I L.i $ - j 40 S.F. 40 S.F. t` EW 2"xa" G.J. I PROJECT: x J I p- cV ry x ( n � r I I KOUVARAS PROPOSED STORAGE x Ir I dl O PROP. RESIDENCE I2a S.F. TRR POST O — z ( NEW 2"xa" G.J. - — — I Ib" O.G. o ooMX, 80 SOUNDVIEW AVENUE 145 S.F. O PROP. MASTER MATTITUCK, N.Y. 11952 BATHROOM Z Z Is3 S.P. O m < DRAWING TITLE: PROVIDE 5.5" LVL STUD WALL O PROPOSED STRUCTURAL PLAN -� - PAGE: iS—J-03m00 L- - - - - - - - - - - - - - - - - - - - - - - - - DATE: 11/02/22 16 OF19 PROPOSED SECOND FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" el,- e� VO Ak �� ,� O OE EFRAL 5""rI ,50L <E*",r • EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q LJJ EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J C6 STL. WHEN APPLICABLE) c) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL - N 4-1 WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS n LO WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O 0 POST FOR b" WALLS), U.O.N. _ 7 = 0 NEW 2-HR FIRE RATED r- WOOD FRAME (L.O. STL. WHEN APPLICABLE) CL O Z O .cu i c :3 N O O ±2 (O -O O 4 LO FLOOR FLAN NOTES C cV c6 Q O 26 WINDOW NOTE: I. ALL NEW WINDOW5 d DOORS SHALL BE MARVIN ELEVATE SERIES CASEMENT,DOUBLEHUNO,OR OLIDING(AS NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 0-002 FOR MINIMUM REQUIRED WINDOW PERFORMANCE. IF CASEMENT WINDOWS - vvrviv✓i vv i✓; rvi n i i ALL C5MNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN ALUMINUM HALF ROUND 2.IF DOUBLE HUNS - ALL DBL. HUNG WNDW5 TO BE TILT WASH 5.ALL OLAZINO WITHIN 15" OF FF TO BE TEMP. OL. 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. - PROV. (2) 2"xIO" r , HDR U.O.N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v EGRESS NOTE: nl IN COMPLIANCE WITH NEW PORK STATE BUILDING I W CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 0— EORE55 SHALL BE FOLLOVdED: I NET CLEAR OPENIN&........... 51 S.F. �>s.,, OvQ NET CLEAR HEI6HT............... :24" MINIMUM I +i� Q. NET CLEAR WIDTH................. :20" MINIMUM PROVIDE (I) NEW 4 TON HYDRONIG AIR HANDLER: �-`�o� m d ry I m 14 I. UNITS BY "RHEEM" OR APPROVED EQUAL I �C� pi A I IL T�1 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE 5" & �-�C V V Al "ZONE 4";UNIT LOCATED IN ATTIC. I �o< O O ��to 4:12 — 5.PROVIDE HOT WATER COIL AND CONNECT NEW HOT I <y� iv n= ^+ -v I < WATER/BOILER COMBO TO NEW COIL - z z `ry I (D r — - - - - - - - - - - - - - - - - - - - - - - - - - -11- — — — — — r I II II n l i rL CL 4 I I - — F F I I I 5:12 I II I Ii o o X Ora NEW 2"xIO" R.R. `\ I w `CATHEDRAL I I I z lb" O.G. I CEILING -\ CATHEDRAL I I I GEILIN6 I II I I II I I- - - - - - - - - - - - - - - - -1 II I I it II � � � - - - ii � o U ATTIC FLAT CEILING Qi HATCH \J BELOW V 1` O O FLAT CEILIN6� x dJ BELOW tv ul VAULTED 14 z GEILIN6 PROJECT: .� I i KOUVARAS � �� _ I I RESIDENCE 80 SOUNDVIEW AVENUE CATHEDRAL I I MATTITUCK, N.Y. 11952 �GATHEDRAL I GEILIN6 CEILING DRAWING TITLE: I I I 6:12 A I I �- - - - - - - - - - - - - - - - - - — f PROPOSED STRUCTURAL PLAN NEW 2"x5" R.R. a I NEW 2"x5" R.R. Ib" O.G. N I P� F � n� — Flu PAGE: _ v S-104mOO any <�% i v � `rye 91" DATE: 11/02/22 17 OF 19 54--0" L PROPOSED ATTIC, FRAMING, PLAN A ' SCALE: 114" = 1'-0" V d 0E I EFIk"AL 5 I I " 150L ENr : WOOD FRAME (L.G STL. Q _ EXISTING TO BE (DEMOLISHED PARTIAL RAME 0- WHEN APPLICABLE) EXISTING TO REMAIN Lu NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu cc STL. WHEN APPLICABLE) -� (y) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS �--+ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � O � 0') POST FOR 6" WALLS), U.O.N. - -d Cog NEW 2-HR FIRE RATED i � � WOOD FRAME (L.G. STL. O WHEN APPLICABLE) •- O a. cc fV O Q � c\jO � Lo O 0 cc Q O W L U • - -}-� m U � QAAlk .- n�� - - — - - - — — — — - - e - - — — = - - — o __- ---- F TRP. POST TRP. POST —I TO RIDGE NEW 2"xl0" R.R. I I TO RIDGE NEW 2"AO" R.R. O.G. mi I i � 10:12 � I I I � 10:12 10:12 0 I I -O 10:12 oIn Q - _ -- I X — --- -- — --- X � (2) I.-15"xa.5" 2.0E MICROLLAM Ln - ----= LVL HEADER - NEW 2"x5" R.R. ' NEW 2"x8" R.R. Q 10:12 .G. I NEWIb'O G R.R. I I I NEWI6" O G.R Q 16" O.G. 10:12 - O cV p TRP. POST I TRP. POST > ry J TO RIDGE I (2) 2"xl2" RIDGE TO RIDGE .. — ° w �� > x z X J �C�+ _k J Z _--- - ----- - ---- --- II I - ui °= (� < - _ An � (2) 1.75"xq.5" (2) I.'15"xa.5" 2.OE MIGROLLAM N�p I - --- - ---- � 2.OE LVL HEADERc�j TRP. POST MIGROLLAM - LTO RIDGE LVL_HEADER _ TRP. POST TRP. POST TO RIDGE TO RIDGE (2) ROLLAM 3 0 LVL HEADER � (2) I.775"xa.5" 2.OE MIGROLLAM I w w 4POST LVL HEADER Q TO RIDGEtu _- �� II I PROJECT: 1X U O a 0 I I TOPRIDGE I I w dJ V w U- -- 0 �4 U N pL I NEW 2"xl0" R.R. I I cv n m OL I EW 2"x10" R.R. I I - cv x O _ I I6" O.G. Q - `9 - � I6" O.G. Q I KOUVARAS o � X� � X� I o I I X' z - X� I I o RESIDENCE Z rt-• z r� I 0 NEW 2"x10" R.R. I I r I U I' _ _ - � NEW 2"xl0"- �RR w Ib" O.G. I w O.G. tb 10:12 Q 10:12 10:12 pn 10:12 �� I 80 SOUNDVIEW AVENUE (2) 2.OE MIGROLLAM o LVL HEADER I MATTITUCK, N.Y. 11952 I r I I r II I DRAWING TITLE: I I n'-a" I � I �- — — — — — — - o PROPOSED STRUCTURAL PLAN TRP. POST TRP. P05T NEW 6" SEAMLESS GUTTERS 4 TO RIDGE TO RIDGE DOWNSPOUTS; WHITE (TYP) ALUMINUM HALF ROUND PAGE: S-105m00 DATE: 11/02/22 18 OF 19 PROPOSED ROOF STRUCTURAL FLAN SCALE: 1/4" = 1'-0" i p �1 .�� < a 0 w J fB ap_.' C N 4" FRESH AIR VENT J I`THROUGH ROOF 0 -� 0 0 I C9 Q 311i O Z O a I >) U 1 C O tV I O O .- C4 `11 _ ---------- I ----- 2" O cc Lr) 4 r- BATHROOM ---------------- I 1 -------_r-____ BATHROOM NO 1---- LAUNDRY I I __�__-� Q O 1 I I I CLOSET I I I I I I I I I I I 1 I I I I I I I 1 1 „1 2 I 2 111 2111 1 1 I III 2111 2111 1 n l IL 21 I I I I 1 I I I W p I I I I I I I I I I PROVIDE "ABE5G0 FF2O0 FR p I I I 12 1 12 I 1 I 1 211 EXPANDING FOAM" (OR EQUAL) v I I I 1 I I AT ALL PENETRATIONS IN FIRE N I I I I RATED WALLS AND I ! 1 I 1 1 FLOORS/CEILINGS. PRODUCT 1 14, 14, !SHOWER rl:SHERRI j I 1 1_ , I- ISHOWER CONFORMS TO ASTM E 514, 70 1 I TUB ASTM E 84,AND UL 14?Q •— G.O. 311 2 I 2 3 II 2 G.O. 2„ OUTDOOR KITCHEN (D POWDER I --�-- -- - I--- ! -----'--I ---- -___ KITCHEN NOTE: W I ALL PLUMBING WORK ROOM i I LAUNDRY I BATHROOM I I SHALL CONFORM TO I I ROOM I I I I I LOCAL PLUMBING CODE • OO 2111 2111 2"1 1 2111 1211 12" Ni i I I I I I I GLEAN OUT I ! I 1 2" 1 1 I AS REQ'D 141 v` 1 ! I I I WASHER i I_111 i 211 I- " !SHOWER I- 11 1_ 11 PROVIDE F.A.I. 2 - _- DW < ^/� G.O. 311 51, 2" 311 G.O. (L G.O. 4" O 4 O 4" HOUSE MAIN DRAIN G.O. U z 4" D W w TO SEPTIC w SYSTEM N Q m NOTE: ALL PLUMBINS d FLUIME3 1 N RISER - DRAIN / !TASTE / VENT FUEL GAS WORK O SHALL CONFORM � TO LOCAL PLUMBINO SALE: NT5 z FUEL OAS GORE b C U w PIPING PENETRATIONS: I. PROVIDE "ABESCO FF2O0 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINOS. 2.PRODUCT CONFORMS TO ASTM E 514, ASTM E 84, AND UL 14'14 KITCHEN O O J H N a z z tL w u RANGE O U m U PROPOSED 500 OALLON BURIED q NOTE: PROPANE TANK ---------- ALL PLUMBINS WORK AIR ! SHALL CONFORM TO -T HANDLER I LOCAL PLUMBING CODE to OAS SUPPLY Q VERIFY 51ZE-14 w/MANU. WALL HUNG f COMBINATION LEGEND lu BOILERiWATER PROJECT: LAUNDRY BATHROOM I BATHROOM _____ HOT WATER HEATER O 7 ROOM I SUPPLY Q WATER KO U VA RAS IL COLD O 1 0 Q4 RESIDENCE 0 I � I � I I I Q4 PROVIDE 11ABE500 FP2O0 FR Q I I I I Q4Q4 I I I I I 1 Q4 X EXPANDING FOAM" (OR EQUAL) I I v 1 �v I �v �1 �� I I �v 3 I �v x1 I� �I v AT ALL PENETRATIONS IN FIRE x x _! A) I =1 �I ryl :v �I .v RATED WALLS AND N 1 i N N j �n N j �n ryi 1= SHOWER m I iv l ! cv l in �! 1= ryi 1= SHOWER m FLOORS/CEILINGS. PRODUCT C� C� SUPPLY' �/ 80 SO U N DVI EW AVENUE WASHER �I �I I �I I NN I �I I �I I iJ� TUB �� ASTM E 64, AND UCONFORMS TO ASTM 1479 14 OAS RISER — ✓UPPL ----� ----L ---- =-----------=-- ----L - --- J MATTITUCK, N.Y. 11952 POWDER ROOM LAUNDRY I BATHROOM KITCHEN DRAWING TITLE: PLUMBING RISER DIAGRAMS ROOM I I� OUTDOOR KITCHEN I Ij j INTERIOR SHUT-OFF GAS RISER DIAGRAM FOR HOSE BIB � I NEW FREEZE PROOF HOSE BIB Q" I 1 1 Q4 3 1 1 1 I v I I 1 U 3! 3 w/VACUUM BREAK FASTENED I �1 IX =1 IU I I �V ?I I 1 I �� w/PIPE FASTENERS (PRECISE IU ! :Q I NI .v N LOCATION T.B.D. IN FIELD - PAGE: In m 1 iv 1 In I 1= SHOWER m I 1 1= CONSULT W/OWNER) IQ 1 j WASHER �1 I 1 1 I I �I J�— I: 1 N Q4 DW REF. L -- -- ----- J --I--L. _ ---------------1-J --JI -.—..�..-1 - -r- --_ L— - - ._.. ..J.._..L..- 1_..-, - - - 1 I P-101moo 1 1 I I TO PUBLIC DATE: 11/O2/22 19 OF 19 -----------L------ 1 I I WATER z Q _.._.._.._. �.._.._..L.._.._.._.. ............_.._.._.._........ _.._.._.._.._ice wH L------------------ � w ---------------- WALL HUNG w N Q BOILER/WATER HEATER COMBO AIR DWG Arc HANDLER V� LAN FLUMBINO RISER SUPPLY' 9 . Q, 7 t)r N� SCALE: NTS ,r.