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HomeMy WebLinkAbout50048-Z of souryo`o Town of Southold * * P.O. Box 1179 �0 53095,Main Rd URM Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47204 Date: 07/08/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1735 Park Ave Mattituck,NY 11952 Sec/Block/Lot: 123.-2-33 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/28/2023 Pursuant to which Building Permit No. 50048 and dated: 11/20/2023 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 unfinished basement, covered front porch, rear decks, second floor balcony and unfinished attic as applied for. The certificate is issued to: EIK LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0754 7/6/2026 ELECTRICAL CERTIFICATE: 50048 10/15/2025 PLUMBERS CERTIFICATION: Luke Bu din 11/04/2025 Autho 'zed Signature �Sof �,co TOWN OF SOUTHOLD ao ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50048 Date: 11/20/2023 Permission is hereby granted to: EIK LLC 1700 Park Ave Mattituck, NY 11952 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 1735 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 121-2-33 Pursuant to application dated 9/28/2023 and approved by the Building Inspector. To expire on 5/2112025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,764.25 CO-NEW DWELLING $100.00 DEMOLITION $93 5.20 Total: $3,799.45 Building Inspector SO!/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 '0 COUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: EIK LLC Address: 1735 Park Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 50048 section: 123 Block: 2 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091ME SITE DETAILS Office Use Only Indoor 1' Basement �� Service I✓ Solar Outdoor fV-1 1 st Floor 5-1. Pool F Spa (- Renovation r 2nd Floor F Hot Tub (— Generator F Survey Attic Garage Battery Storage IVI INVENTORY Service 1 ph F-�7 Heat Duplec Recpt 93 Ceiling Fixtures 25 Bath Exhaust Fan 5 Service 3 ph I—' Hot Water Gas GFCI Recpt 10 Wall Fixtures 19 Smoke Detectors 6 Main Panel 200Ax A/C Condenser 3 Single Recpt Recessed Fixtures 77 CO Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 6 Combo Smoke/CO 5 Transfer Switch 200A UC Lights 1 Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 77 4'LED Exit Fixtures Other Equipment: (2)Fridge, DW, Oven, Hood, Wall Oven, Micro, W/D, (12)Step Lights, Septic Disco, (5)Smart Toilets, ERV Notes: Two Story w/ Unfinished Basement Inspector Signature: X Date: October 15, 2025 Sean Devlin Electrical Inspector sean.devlin(&-town.southold.ny.us 1735ParkAveHouse Town Hall An nex 54375 Main Road •� �y Telephone(631)765-1802 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTMCATION Date: j Building Permit No. jooqe Owner: 61 IL GG6 (Ple-assee print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. i (Plumbers Signature) Sworn to before me this ' - day of fO\A!,ku 6 r- , 20 DIANNE C VIEIRA Notary Public,�& County NOTARY PUBLIC STATE OF NEW YORK Registranor No p 1 V1644�157 Qualrfied;n S„f';k county Commission Exp:re_ OcI•;Jer 1 2426 r OE SOUTyO� --- # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [v(FOUNDATION 1 ST [ ] 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: �"' d- �� �/a,rZ a�L . rot(, co fl )-e,. DATE INSPECTOR g O T Of SO UIyOIo — # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ vr�OUNDATION 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 [ ]' 1RENTAL R MARKS: U v oyl O , O a� O V l 0d are suevemAw, DATE a INSPECTOR lv �o��OF SOUTyO� - - W 'TOWN OF SOUTHOLD BUILDING DEPT. o m� 631-765-1802 INSPECTION [ ] FOUNDATION ST/ REBAR [ �OUGH 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 REMARKS: S ]kuq . DATE INSPECTOR *Vsf SO # # -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: 15 f 4-��u fC y V / V V` DATE INSPECTOR 60 OF SO(/jyO # # TOWN. OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND. [ �NSULATIOWCAULKING [. ] 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: �a.0 u Ole— M4A,( lme, Mpwm Jma- "st,;14r, -41 w4i v DATE 3�aS INSPECTOR 500* laf SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. °yCoum, 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: �A k c �va- �ot I S i c, 01- G� 5 Ova e 49m i n VQ f 2 ss. �'h�tPrv�d eeQ e* 44 �IZu55 oy\ C sile, Jooe— (2r-6 L4s S UL,:�0t7 C 0 N1 P u • ,t l�PAI q �G % Dye 2 (Z• o vi pv-f_ c. o DATE /a•/S o?57 INSPECTOR SOUIyOIo �-- * # TOWN OF SOUTHO S LD BUILDING DEPT. y � o�m� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �o Lao C6 u fi MiM Mhe DATE 10 15 9 INSPECTOR HUNTER INSULATION V6,z, oc-=- ?0 21,E � A cry.-r.-c,-. EC E � L'A �JJj May 27, 2025 JUN 1 3 2025 RE: 1735 Park Ave Mattituck Building Department Town of Southold To Whom It May Concern, This is to certify that the above was insulated as follows: Roof area over living_area 6.5" R-49 closed cell foam. Exterior Walls 1.75"closed cell foam R-14 with R-13 fiberglass Total R-27. Band joist, box sill, rim joist 1.75" R-14 closed cell foam. Basement utility room walls INMW JM sound and fire 3". Windows/doors Tytan window and door pro gun foam. Penetrations calk boss 136 firestop/draft sealant. Basement exterior walls 1.5" R-12 closed cell foam. Band joist, box sill, rim joist 2" R-16 closed cell foam. Basement ceiling INMW JM sound and fire 3". Roof area over living area No-Burn plus fire rtd coating. Sincerely, i Kenneth Brauner 675 Elton Street (631)283-4120 Riverhead,NY 11901 0 P�SE,G' 11/10/2023 EIK LLC Service To: 1735 PARK AV 1735 PARK AV PARK AV 1735,NY 11952 PARK AV 1735,NY 11952 Customer Project#:900000183441 Dear EIK LLC: 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 rr PowersHancockDesign PO Box 400 South Jamesport,NY 11970 Date: 11-15-2023 Town of Southold Building Department Town Hall Annex 54375 Main Rd P.O. Box 1179 Southold, NY 11971 Reference: 1735 Park Ave, Mattituck NY To Amanda Nunemaker, There is no gas on site at 1735 Park Ave, Mattituck property Regards, Christopher Powers Page 1 of 1 I - MELD INSPECTION REPORT DATE COMMENTS /a a nos oc j2c ham__ 0,-. Ole- , -m l FOUNDATION (1ST) Ole- - k• al a., se� 00 FOUNDATION (2ND) z � ROUGH FRAMING& PLUMBING -- - ` W c)ao2 esv/�s INSULATION PER N.Y. STATE ENERGY CODE doe- s ®AAA 14 ha se 1e, A4 s All ��� s l" Ax �Lv G � owG�R o%2 5 2sv/T.S. FINAL rj Od Tievss ) jACaWd FK 04 A-40-k-e• CA,6"e. 00 c, /• biSke( &oiT UGaO/7 C A I 14 ak AWN2 na, ^ ADDITIONAL COMMENTS t`v a z.3 /��'� r-b �V� q 3d — -- z C� Z I to ;Ls, Pa;oL '0- e c 1 c� Y�2 G Lo. 0 rn re C� ' °�ay� Iru�u� __ -g-�-lob e e� Vin-Fin� _- Mon c r " cJ o vl z a x cd � ro ---------- cK TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoMLnny.gov Date Received APPLICATION FOR BUILDING PERMIT I For Office Use Only E C E � VE PERMIT NO.— Sm 4 Building Inspector: S E P 2 8 2023 Applications and filled,o' dt'in:they entirety;"FComp-Ie't e-, applications:will nor-b d.,--Wh6ee,;thci.,Aoolitarit-,.It"iibtthi owner,anC k,'501 Building Department Owner's Authorization.-form(Fag 2)shall b-e completed Town of Southold Date:September 12, 2023 Op OWNERS) PR Name:Viola Kanevsky Sum#i000-1 23-02-33 Project Address:1735 Park Ave ................. Phone#: la@acuitynyc.com .............. .......... ....... ........... Mailing Address:1 19 West 71 st#5B, New York, NY 10023 CONTACT PERSON Name:Ashley Hancock Mailing Address:PO Box 400, South Jamesport, NY 11970 Phone#:631-703-0800 Emaii:Ashley@powershancockdesign.com .............. .......... DESIGN FRqffSSl ATI0 Name:Christopher Powers ............ ....... ......... Mailing Address:PO Box 400, South Jamesport, NY 11970 Phone#:801-558-3501 ail:Christophergpowershancockdesign.com CONTRACTOR t INFORMATION Name:Sid Bebee ----------- Mailing Address:PO Box 979, Cutchogue 11935 Phone#:631-478-1874 Emaii:sid@sbeebebuilders.com .......... ,-0 DESCRIPTION F PROPOSED CONSTRUCTION ii New Structure ElAddition DAlteration ElRepair ElDemolition Estimated Cost of Project: Oother $1,000,000 Will the lot be re-graded? E]Yes ®No Will excess fill be removed from premises? ®Yes El No .`OAERTY'INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �.� this property? ❑YesgNo IF YES,PROVIDE A COPY. �liec Box Aftor-_ke hrlg-The owr u iontradbrfdesign professional is.tesgonsibie fo?,all dr@inage and stariti water issui+s'as pr0Wedby Chapter 236 of the Town Code APPLiCAT10N LS NIiREBY MADE to the Building Deparbnent tarthe'issuarice of a Buiidinv Permitpuisuantto:the Beiilding Zone Ordinance of the Town of Southold,Suffolk,Cou rrty.New.York and other appl(eable Laves,Qrdlnane+ar Regulations;forthe corisirucfton of buildings, additforrs alterations or for removal;oc demolition as herein described The applicant agrees to'comply with 61 applicable laws,ordinances,buliding code; housing code and'regulations and,to admit authdHzedanspedtors on premises and in building{s)for necessmy inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210 45 of the ddew Yorli State Penal Law. Application Submitted By(print name): Asbley Hancock ®Authorized Agent ElOwner Signature of Applicant: '° �. /j,�, j� - Date: q c z (J � STATE OF NEW YORK) SS: COUNTY OF/ �v ) Sri / �c�rt COC> being duly sworn,deposes and says that(s)he is the applicant (Name-of indivi 1 signing contract)above named, (S)he is the_ .4 r 0A B J C 1 (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 l day of V 44 oIe,"_ ,20 Notary Public JAIME RODRIGUEZ Notary Public-State of New York PROPER Y OWNER A"U T H ORIZATION No.01R06332316 (Where the applicant is not the owner Qualified in Suffolk County y Commission Expires Nov.02,2023 I, Vt0�a Ki4N�lS1�'�/ l6MIL A VA-Me esidingat r-35 Po-r* flvenwe- 01aAdvie-k ►14 11952 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. G- 9#5/20 Owner's Sign r Date V%nL.A Vcfttd eJ bv_Lj p�t U i4 I<(t-6R 1co\/ Print Owner's Name 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 lsoutholdtow nnv.oAeandCdlsoutholdtownnv,gov APPLICATION FOR ELECTRICAL INSPECTION [ELECTRICIAN INFORMATION (All Information Required) Date: I�Company Name:lectric-, Name: License No.:MC'- V091 Elec.email: r0 /nud+eaS .. f C Compliance Elec. Phone No: 1- S 9 request n email cony of Certif a of�ornplience Elec.Address.: JOB SITE INFORMATION (All information Required) Name: Cm . 6 ,� k o v Address: PA,2 C Cross Street: Phone No.: 3 Bldg.Permlt#• 500 y� email• , Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE`FOOTAGE (Please Print Clearly): S,care.Foote e: Circle All'That.Apply. Is job ready for inspection?: YES N0 Q Rough In I Final Do you need a Temp Certificate?: YES[]NO Issued On r S4 ' LUnde rmation: (All information required) vice Size 1 Ph 73 Ph Size: 0 O A # Meters Old Meter# rvice FirV nnect[�Ffood Reconnect[Service Reconnect Underground CDverhead und Latera 2 H Frame Pole Work done on Service? Y N Additional Informatlo . PAYMENT DUE WITH APPLICATION 1 [?,3 7Pba ►ba '� rt L* 10 6 45P s�o�$, �. BUILDING DEPARTMENT.Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road-PO Box 1179 Southold!New York 11671-0959 �► Telephone(631)765-1802- FAX(531)765-9502 rgaerrfr�fae �thnie�tnwnnV.f`!oV-12andAeout oldto�1 ny.�I01L APPLICATION FOR ELECTRI AL INSC�TION FELECTRICIAN 'INFQRMATION (Ali information Required) Date: 1 sSy Name: GJAJC. es Name: License No.: 11L g y_D L Elec, email: 1nvA1,eaS .1, w, okl Elec. Phone No: 1• request n email copy of Ceitlfi a of Compliance Elec.Address.: JOB SITE INFORMATION (AA information Required) Name: - Mc d4 6 v Address: y- AV . Cross street: Phone No.: Cj 1- Bldg.Permlt#: 1 opN !_ email: � _ Lot: Tax Ma District; 1000 Section: Block: Lw BRIEF DESCRIPTION OF WOR4C; INCLUDE SQUARE FOOTAGE`(Please'Pdrit Clearly): ��c)() sQ H � aSO 1a�u5 G- tata Foota e. Circle All That-Apply: Is job ready for Inspection?: Y :3� gSNQ Rough in Final Do you need a Temp Certificate?: ' a YESNO Issued On 14 Temp Inforrmatlon: (All Information required) Service Slze�'i Ph F13 Ph Size: -----A #Msters Old M®ter# []New Service Fire Reconnect[7Flood Reconnect[]Service Reconnect underground QOverhead #Unde round:Laterals 1 2 H Frame fj Pole Work done on Service? Y rIN Additional Information: PAYMENT DUE WITH AP�'�.ICATION re- c--tt:: �Oct 110 Ze 4t- $Q 0q . . i l0 37 LP PowersHancockDesign Pb Box 400 South Jamesport,NY 11970 Date: 09-20-2023 Town of Southold Building Department Town Hall Annex 54375 Main Rd P.O. Box 1179 Southold, NY 11971 Reference: 1735 Park Ave, Mattituck NY To Whom it May Concern, Please accept this building application. You will find the following items included: 1.) (4) Sets of plans signed and sealed 2.) Building Permit Application 3.) Contractor's proof of insurance, Cert. of Workers Comp & Liability Insurance 4.) Board of Health Approval Please feel free to contact with any questions or concerns, 631-703-0800. Regards, Ashley Hancock Page 1 of 1 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4,- �a0� Telephone(631) 765-180 Temporary Certificate # /s94 Date J 2023 Customer Name A 1A a ko v I k Ll C Electrician Name Address mc ow V Phone (,31 760 . 9�fa7 e-mail e-mail e Qo.GO w1 Phone License# Size OO 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/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fro ate above. Authorized by ------ HORIZONTAL OFFSETS GENERAL NOTES: HORIZONTAL DISTANCE SEPTIC LEACHING WASTE LINE/ 1. THE DESIGN ENGINEER SHALL OBSERVE THE I/A OWTS PRIOR TO FROM: TANK STRUCTURE FORCE MAIN BACKFILL AND DURING SYSTEM STARTUP. SEPTIC TANK/MANHOLE/ 2. THE I/A OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS PUMP STATION 5FT. 8 FT. 5FT. W LEACHING STRUCTURE 8 FT. 8 FT. 5 FT. FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN PROPERTY LINE 5 FT. 5 FT. 5 FTBUILDING FOUNDATION/ --- . AUTHORIZED INSTALLER AND IS (RESPONSIBLE FOR COMPLETING ALL ONSITE CRAWLSPACE/WINDOW 10 FT. 10 FT. 5 FT. Di Land ro WELL INSPECTIONS NOTED IN THE PERMIT CONDITIONS. BUILDING SLAB 5 FT. 10 FT. 5 FT. Andrews 3. THE I/A OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT PORCH,DECK,OVERHANG 5 FT. 5 FT. 1 5 FT. E n g 1 n e e r i n g SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. THE ENGINEER OF WATER LINE 10 FT. 10 FT. 10 FT. TH R UNDERGRO ND 5 FT. 5 FT. 5 FT. 158 County Rd. 39 RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDHS. UTILITIESSuite 10 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN ONSITE DRYWELL 10 FT. 10 FT. 10 FT. N /0/F F DWELLING NDERGROUND FUEL TAN 10 FT. 10 FT. 10 FT. Southampton, N.Y.11968 THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PRIVATE WATER WELL 75 FT. 100/150 FT. 50 FT. PROVIDED TO THE SCDHS. PHILIP SCHOLL N/O/ PUBLIC WATER LASTIC DISTRIBUTION BOX 5FT. 2FT. N/A SWIMMING POOL 20 FT. 20 FT. 5 FT. Office/Fax (631 259-3959 5. GARBAGE GRINDERS ARE NOT PERMITTED UPSTREAM OF THE I/A OWTS. WELLING FRANKLIN SCHOLL ATERPROOFEDCAST D 6. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL DWELLING CONCRETE RETAINING 10 FT. 10 FT. 5 FT. Profess) TO THE SITE USING A METHOD AIPPROVED BY THE MANUFACTURER. WELL 1 50'+ o ' FE.COR. WATERPROOF �NEw WELL 150 + Sep RETAINING L 20 FT. 20 FT. 5FT. �v D! Y� STCKD. 0.5 N. 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL � CLF. 0 5,W LANDSCAPE WALL 5FT. 5FT. 5FT. ��O � AND FROM THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED 6.O,N. 0.3,N. ° 1 0D• 00 *� QQ 90 AND WATER TIGHT. 0.1 W' 0•1 W- N86 57 00 E 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND --. �� EL. 16.8' 0 1 • � CC 2 INCHES ABOVE GRADE TO PREVENT WATER INTRUSION. CHAIN LINK FENCE CMF Eta 21.0 m 9. I/A OWTS SHALL BE LOCATED MINIMUM T-O" FROM THE DRIVEWAY. A 6 uV �� \ 0 �� Q INCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN THE THE CONTROL PANIEL o A 9725 FUTURE EXPANSION R� NPR' DRIVEWAY AND THE I/A OWTS IF .3 FEET SEPARATION CANNOT BE MAINTAINED. N \ 78 FESS10 10. NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, �� tiF Z \ 2) 8'-0"6 x 8'-0" DEEP NO HOUSE TRAP 1'0 BE INSTALLED 3 m Crl \ LEACHING POOLS 11. ANY DESIGN CHANGES TO SCDHS APPROVED PLANS MUST BE EXISTING SEPTIC �� \rn 20" DISTRIBUTION �s �y TO BE REMOVED 0) REVIEWED BY DESIGN PROFESSIIONAL AND RE-PERMITTED THROUGH SCDHS s �j ��\ > HYDRO ACTION AN-600 PRIOR TO CONSTRUCTION. O 4.8 \ PARCEL INFORMATION: �°��� G SURVEY OF PROPERTY CLEAN OUT EVERY 75 ATMATTITUCK SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES D co IC. AbandonmentN M TOWN OF SOUTHOLD r . of the existing sanit ry system must be in LO N SUFFOLK COUNTY, NEWYORK HERMIT FOR APPROVAL OF CONSTRUCTION FOR EXISTING DRYGARAG�E TO REMAIIN 4.8 2p , 1 S.C.T.M. #1000-123-2-33 conformance with the Departme fi s requirements. LOT AREA: 25,000 FT2 OR 0.574 ACRES SINGLE FAMILY RESIDENCEOlk! LY GEN. PROPOSED PATIO �� Submit completed form WW 1-080 as proof N o W SITE PLAN BASED ON SURVEY PREPARED BY: D \ I > z o PECONIC SURVEYORS P.C. DW - pR6[�OSED POOL EXISTING WELL TO BE Q ABANDONED N.Y.S. LIC. NO. 49618 8/11/ R-23-0754 rri z _ U PH: (631) 765-5020 � � RE n WELL Q APPROVED E REMOVEID L 1230 TRAVELER STREET � EXISTING RESIDENCE TO m � � � � \� 0- ~ � SOUTHOLD, NY 11971 I P.O. BOX 909 , ~ LO F0 tAiI I1U OF - DOOMS FE.COR. u , EXISTING SEPTIC SANITARY SYSTEM INFORMATION: OVERHEAD ES THREE YEARS 01 DA APPROVAL OVERHEAD ELECTRIC 0 4'W 7 PROPOSED SYSTEM TO BE REMOVED F= r G co TOTAL NUMBER OF BEDROOMS: 16 LINE TO BE REMOVEm PROP I I/A SIZE REQUIRED: 660 GPD DECK L PpRC LEACHING REQUIRED: 400 FT2 / 4" 1 N/0 F � L - _ _ _ _ � � INTERNAL CLEAN OUT PROPOSED SEPTIC SYSTEM: o 1 HYDRO ACTION AN-600 660 1GPD PROPOSED ANTHONY ON Y LAN G � N/0/F DWELLING (2) 8'-0" !?� x 8'-0" DEEP LEACHING POOLS (401.6FT2 PROPOSED) PROPOSE TWO PUBLIC WATER bw SIDENCE I JEFFERY WADE T ��� (1) 20 DISTRIBUTION BOX S-�Y- DWELLING y F.F: EL: 't23.o -``'❑ ��E. I NOTE: DWELLING z � PUBLIC WATER 0 1.6'W. o -EXISTING SEPTIC TO BE REMOVED. PUBLIC WATER PUB DWELLING CD o CL -ALL PROPERTIES WITHIN 150' OF SUBJECT p P PROPERTY ARE IMPROVED AND SERVICED BY PUBLIC UTILITY 1 oRc CURB COR. \ 150.0' W z W POLE � � 1.4'E. Q W (n WATER UNLESS OTHERWISE SHOWN / \ �F� [10 Q --I -POOR DRAINING MATERIAL IN THE LOCATION OF THE r -" �,� \� TEST PROPOSED DRYWELL V z O Design Professionals er ification I�2.q�Iire . 9 � HOLE p o LEACHING FIELD MUST BE EXCAVATED AND • • • X \� DW LOCATIONS BY OTHE P: _ _� O i � R.A. IDE) \ EL. 21.2 MUST BE OUTSIDE 50 T REMOVED DOWN TO WELL DRAINING SOILS AND E or �i Certification f r the `� "�9 � U O WELLS LLI U � � REPLACED WITH ASTM C-33 CLEAN FILL . PROPOSED WA',TER LINE \ DECK U) (D Install -ion and Construction of the Sewage Disposal System �\ 0 � � Q (D z O c C Use Form WMA-07 v1 D T -.gyp m°� 3 o = o \ U W O p o0 o (� ° Q >- ^ W E = N J s f 150.0' a PROPOSED UNDERGROUND <`�o P ELECTRIC LINE 1 ' Revisions P m No. Date Description o ' 1 7/12/2023 SCDHS NOI SRF ` c WELL 2 --/--/-- --- TEST HOLE DATA 3•2',W �" EL. 21.8' 3 --/--/-- ---- DATE: JAN 08, 2021 585' 3.0 N� £ WI METER 4 - - EL. 21.3 p --/--/-- ---- -DARK BROWN SANDY LOAM (OL) ' CM SPLIT RAIL FENCE SRF 100. 00 S8 7'00"W EDGE OF PAVEMENT' 3.4'WJ Designed By : PD -BROWN SILTY SAND (SM) I 1� UE Drawn By : JTS - 3.0 ' GE1 EL. 21.6' A VEIV-BROWN CLAYEY SAND (SC) PAiAK EL' 20.8 PUBLIC WATER IN STREET Checked By : JL DWELLING Date : 5/16/2023 Scale : NOTED -PALE BROWN FINE SAND DWELLING (sP) WELL 150+ DWELLING DWELLING SEPTIC 150+ WELL 17.0' WELL +' SEPTIC 8c WELL 150'+ SEPTIC 8c WELL 150 PROPOS SEPTIC PLAN COMMENTS: NO GROUND WATIER --' 20 0 20 40 ENCOUNTERED TEST HOLE BY: SCALE: V =20'McDONALD GEOSERVICES ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM (NAVD 1988) Sheet# ELBOWS/BENDS IN SEPTIC LINE BEFORE SEPTIC SYSTEM ARE NOT PERMITTED FOR NEW CONSTRUCTION. ONLY BENDS/ELBOWS SHOW ON PERMITS ARE ALLOWED. DRAWING IS (INTENDED TO BE 34"x22" TO SCALE SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. AK-oeosn-� AK-oeosl7-t PLC CONTROL PANEL I/A OWTS CONTROL PANEL I/A OWTS "x-+� IraR,laxur E QNAA ' , W/COMPRESSOR + N MOTOR 15.0 iJJ1 REMOTE CB A 1 CIB 1 7 MIXER PUMP "fi g °P �:" , 2 2LOCATONSFOR: Rrs'PIPEPO TO BE CUTOUT IF REQUIRED DOMED SHAPE FOR IRO MAXIMUMLOAOETRENGTH �•'� REOW. RInM W HANDLEFOREASYREMO MAIN CIB 2 4 N �P J/41P.i1,w +DD F1A OF SAFM SCREEN D LR,-04 BO �MQETAILFnEPOYLDH ELECTRICALAIR AIR _ I6 PLC NPUr qM PART"° &ARC PANEL C g 3 BLOWERDIFFUSER 6 MD'°R PUIAP '�•°` � pq '' Di La nd ro 5~� E00 A 24 I� d {d{ 'I I B e R !h ArID ALL 20"�EMQORTX WAIL ® D' CdF +AMP 5 6 RIR! AUD. ...y.H a i CORRUGATEDANORIBBEDPINE N MOr011 5.4 F1A NUFE - - Andrews EPOM FOAM GARRET E n g i n e e r i n g INETgLLEO HERE CANBEUEEDW,TH MRR NW[KII 25931N OR IMTHDUT SCREWS DYD6M0 14,10 IIOR O TO CONTROL A,Ab, `"' ' 11 PLC_ 158 Count Rd. 39 seaN - 'E'N L POLYLOK 24"SAFETY SCREEN PANEL R' Brec �/ 1.1 IN ,2E IN I PART NO.-30C8-SS HIGH WATER ALARM ,� + 4 12 PLc INPIR Southampton, N.Y.11968 MATERIAL-HOPE 2,9I4N III IN ® CIRCUIT BREAKER SPECIFICATIONS: u+ 2Suite 10 A L.121N ELECTRICAL PANEL 14 PLC NFW 3�M �- Office/Fax (631) 259-3959 PART OK3 HEAVY COVER CB A-20 AMPS 0 DOM 17 PLC INPUT PART N0.3009-HD MATERIAL-HOPE - SECTION6B Hgle'IDIA COLOR-GREEN REMOTE PLC CONTROL PANEL VERICOMM CONTROL PANEL 0E1""° IN „PRAv B PLC INPUT Profes W/COMPRESSOR CB 1 -20 AMPS 24" LOCKING COVER - HDPE 24" SAFETY SCREEN - HDPE REMOTE CONTROL PANEL & PUMP - CB 2- 10 AMPS W,XD W ,w W P�� 14. D/k Y0 ROTES:WM PANE DISCONNECT MIST DE FROVW er NSfA iM NM MAN M M DISCONNECT MUST BE FM M BF NSTA/M CB 3- 10 AMPS DIASIED LINES INDICATE RDIS NOT CONTAINED N THE PANEL DASHED LINES INDICATE FrW NOT CONTAINED N TIE PA+EL - N.- FIELD �O FEND MIRING MUST BE A MNMUM OF 80•C COPPER WIRE WRING MUST BE A MKWM OF BOC COPPER WIRE. coJ V WIRING DIAGRAM TO° DNMMWAL PATM OF PMD-� TOPRESERVE D RRONMENTAL RATING OF PAND'USE RIM AND HUBS WITH SAME DMROWI RATING AS DCMRF AND HUBS WITH SMIE DMRON1WAL RATING AS DICLOW Er- non ma * Q 0 aw4aFs TanuNc><.sI DRAWN BY I 617E GNMxs TDLER44CFS DRAIRI RY DATE a Asa SCHEMATIC,EIECTRIh1L oir a wwuL , SC♦{p1ATIC,DECiPoCAL f"- a MR3R l87CDO6 'a.4ur I+Dk,Ip.+PBDI7DObk AS 159g" VOLUME CALCULATIONS OLYLOK POLY-VENT ND7m FUtL -DaDs17-1 A,, As Nareo F AK-0600t7-T - 2.8811 1 t PART NO.-PCF-PLV CSC (j • r-__e � D MATERIAL-ABS �O �972�J2 O C� AN-600 - __ - _ ' M OLYLOK 24"FLAT COVER INPUT N AR�FE5510NP� k PART#-3008-WEST Tank (inches) Tank Diameter at Bottom: A 72.00 C 13.25" . tj MARTERIAL HDPE y'."�" - � 8}#12x2"HEX WASHER 84�q" Tank Diameter at Top: B 76.00 A SECTION A-A ,. HEAD SCREWS Tank Height: C 70.25 E /� MATERIAL-302-304 Outlet Discharge Height: D 63.00 I F STAINLESS STEEL \ 4-A 26.52" _ • • OLYLOKAIRPUMP MODELS" If Chamferred (inches) - T40,PL-ET60,PL-ET80 Diameter At Middle: E 0.00 PL-ET100,PL ET120,PL-ET150 0 s r K • ,, • Height of Section 1: F 0.00 OLYLOK 12x24 BASIN p PART NO.-3008-612B ® e �cDa� r C �, E ® MATERIAL-HD4 CU.FT PE Cone (Inches) 1 G Cone Height. G 59.25 C (3 H ® D-D3 g • k • CAPACITY-3. D I °j1+}' OLYLOK VENT SCREENS C Cone Dia.at Bottom: H 10.00 ,ecma PART#-RA712-CP H co Cone Diameter at Mid: 1 55.00 I K E PO T#-30 AIR PUMP BASIN MATERIAL-ALUMINIM /r' 12 � PART#-3008-APB MON PON PON Cone Height Section 1: J 46.50 �H� a " - a " '3�1, Cone Diameter at Top: K 55.00 ! A L��� o . . 9 6. r �) CALCULATIONS M IP] ® I Tank (Inches) II, rW 13 Tank Ave.Diameter: F, 74.00 �__f � z [3 O Tank Ave.Radius: F2 37.00 If Tank Chamferred 914crn1 I 101? I Tank Diameter at Discharge: F3 75.59 Se lon, I 'Co Q le I A Tank Ave.Working Diameter: F4 73.79 Ave.Diameter: F,e 0.00 1 C)71 ,1 70 Tank Ave.Working Radius: FS 36.90 Ave.Radius: F,e 0.00 O I 1 Le U per inch: FB Tank Diameter Increase p 0.057 Tank Diameter Increase per inch: Flo 0.000 BILL OF MATERIALS D Cone Total Gallons S1: F:, 0.00 ITd PM DESCRIs, CITY, r FT V1:166.99 S,,bon 2 HA- oPO, A 241024 LID,TANK RISER 24' PL , Cone Ave.Diameter: Fe 32.50 Diameter at Discharge: F22 0.00 B -- RISER, TANK 24' X 12- PL , (- Cone Ave.Radius: Fe 16.25 Ave.Diameter: F23 c 100122 PANEL,AIR LINEAR , rLo ���� D 100121 PUMP,AIR LINEAR EC , its'O2 RID V2:56.57 Ave.Radius: F2. 0.00 Dl 200067 STRAPPING, 3/4'X 10' (4)31n•LONG ILLI D2 200059 SCREW, V N10 SELF TAP PPH ZINC 4 Cone Diameter at Discharge: F„ 55.00 Tank Ave.Working Diameter: F2E 0.00 D3 200082 WASHER, R10 COMMON FLAT SS 4 n Cone Ave.Diameter: Fill 55.00 Ave.Working Radius: Fes 0.00 E 200111 TUBING, CLEAR 6MM , w r- 2 c F 240049 CLAMP, MICR13GEAR , --� Pi N N N 1 8 4 -AI20 BILL OF MATERIALS Cone Ave.Radius: Fu 27.50 Height of Section: F21 0.00 G 100109 TUBING, HURCDBRAID 5/8' X 7/8' (,�, Cone Distance from bottom: F,. 11.00 Diameter Increase per inch: F20 0.0000 H 180106 ADAPTER, MALE INSERT 1/2XI/2 MPT , 1 , I 180102 ELL, .50 PVC SCH40 90' CTXS) , lid ITEM PIN DESCRIPTION OTY: Height of top: F13 12.75 Dishcharge Height: F2R 0.00 J 700001 1 FITTING, STRAIGHT 6MM PLASTIC , HA-AN600 TANK,A1N600 245 NITROGEN REDUCTION 1 Diameter Increase per inch: Fie 0.0000 Total Gallons S2: F30 0.00 K 7WO02 FITTING, SHREADER VALVE , WMP M� A 180055 TANK,AIN600245 PRETREATMENT 1 L 180114 PIPE, 50 PVC SCH40 (1)3v2-LONG OVER DE ALARM B 130002 SNG STAANDARD 2 TANK CONNECTING KIT 1 Cone Dishcharge Height: F,T 5.50 Total Gallons S1+S2: F3, 0.00 M IR0103 ELL, SO SCH40 PVC 90' (SXS) , KNP MUM C 100111 ASSEMBLLY,RE-CIRCULATION 245 COMPLETE AN600 1 N 240038 GROMMET,50 ADAPT-A-FLEX 1 mom D AN600-P AN600 YW/PLATFORM COMPLETE 1 OPB, o..,�...o.�F 1 OUTPUT gPPROVED BY GI ATURE DALE REV 1-1 Tank Conehydr-w-c-ti0d ,a28/,2 0 X Tank Total Volume:F32 11307.94 1 Cone Working Volume:F34 223.56 Tank Working Volume:F33 1166.42 Aeration Working Volume: F3E 942.86 HP-100LL, 120LL REMOTE CONTROL PANEL AN600 245 NfiROGEN REDUCTIION SYSTEM ONAMM•n AAM• hydr '`ctiolf �VEoeY IIAIIRE wTm osnvn Rw o O HA-AN600 HYDRO ACTION AN-600 (HYDRAULIC _ HYDRO ACTION A,N-600 DETAILS L C LOAD 660 GPD PRESSURE TYPE HPs 2oLL (D O Dimensions Specifications ^ [Unit:mm(inch)] 14 5.0 � CD CL HP-100LL H -120LL a)12 SECTION A-A W 7I W IJ 256 20 200 Rated Voltage V' AC /110-1201220-240 4'0 Q < W (10.08) (0.79) (7.87) Power Supply Frequen y Ha 60 50 60 °10 Q 3.0 U z Rated Loading Pressur kPla 17.7 � 80 _ O Airflow Volume Urniin 100 120 Q 60 L O I O 2.0 f._ (p18 222 Power Consumption VW 75 90 100 4 THESE RIBS (0.71) (8.74) Noise Level dBA 42 1.0 PROVIDE FRICTION 80 0- 20 FIT FOR ALL 4 PIPE W r , r t 37 o Weight kg) 9.0 '^ V X (1.46) 0 10 20 30 40 50[kPaI �JJ Q 140 110 Z (4.33) 1.0 2.0 3.0 4.0 5.0 6.0 7.0 [PSI] �- THESE RIBS PR Pressure I `� FRICTION FIT Fj ~ S r�// O ALL 4"PIPE (� L.L- I U W FINISHED 0 O C) � Q FLOOR 6 LFT 4 PVC SCH 40 (VARIES LFT)4 PVC �"' 23.0'± 81 LF (2 LF CI + 79 LF 4" D3034 SDR35 SCH 40 D3034 SDR35 a 44,_ _ � 4J PVC D3034 SDR 35) S=6" PER FT. S=8" PER FT. PUMP DETAILS 20" DISTRIBUTION BOX -HbPE POLYLOK 4" ROTOFLOW SEE NOTE 1 S=4" PER FT. 24" LOCKING CONCRETE COVER PART NO. - 3050 -4 Revisions GRADE COVERS W/SAFETY DISTRIBUTION BOX W/ CO MINET MAX ROTO-FLOW LEVELING DEVICES OR EQUIVALENT ARE MATERIAL - HDPE No. Date Description SEE NOTE 2 EL.. ±20.5' EQUALIZERS GRADE TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. ROTOFLOW EQUALIZER VALVES 1 7/12/ate SCDHS Description SCREENS & SAFETY SCREEN BELOW GRADE EL. ±20.0' OI 2 --/--/-- ---- 111= VENT THRU ROOF OF ---- CLEAN OUT I MI I PROPOSED BUILDING, -- 4 -'/--/-- ---- E 19.56 STOPPER OR - III- EXTEND A MIN. (OF 6" ;:. 5 --/--/-- ---- f E 17.88' a Ia ® ® M !� ROTATION END PLUG _° m ® ® ® I I=I I ABOVE ROOF LINE:AND ' E 17.54' ° ® ® ® III= HAVE A MIN. HORIZOINTAL r CUT AWAY VIEW FLOW - VARIABLE IE 17.74 I� 17.39' oa ® ® ® SEPERATION OF 1�"TO :r' . . E 17.80' 0 m 0 CM I I-I THE SLOPED PORTIDN OF i'p Designed By : PD J I I I I I I I ®la ® ((I I I O THE ROOF. : Drawn By : .ITS 0 =I I I COLLAR III= z CLEAN OUT IN Checked By : JL HYDRO ACTION AN-600 z I =I ( 8'-0"�x 8'-0" DEEP I I=I I STOPPER OR OTTOM VIEW TOP VIEW FRONT/SIDE VIEW EL 12.54 SCALE:NOT TO SCALE _ POLYLOK 20"D BOX END)PLUG LEACHING POOL III- x • BOX ACCEPTS: w PART NO.3017-20 LIGHT COVER PART NO.-3009C W I =I I I I=1 I :;°,'4 DATE;Rs 2/04DPE HEAVY COVER PART N0.-3017-C20 CUT AWAY VIEW Date 5/16/2023 NOTE: BACK FILL MATERIAL III III- GRATE- PART NO.-3017-G20 1. NEW CAST IRON THRU BUILDING FOUNDATION WALL & TO BE SAND AND GRAVEL I - I MI I 6"TALL RISER PART NO.3009 Scale : NOTED TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. I INTERNAL CLEAN OUT DETAILS 12"TALL RISER PART NO.3009-R12 2. VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A 6-0 MIN. PENETRATION - I I EL 9.72 3I III= R2 1 INTO VIRGIN STRATA OF _ MIN. _ MIN. OF 6"ABOVE ROOF (LINE AND HAVE A MIN. SAND &GRAVEL _III I I I i I I I CLEAN OUTS ARE TO BE INSTALLED: 16 + HORIZONTAL SEPERATIOIN OF 12 TO THE SLOPED PORTION OF THE ROOF. HIGH EXPECTED GROUNDWATER 3. ALL JOINTS TO BE SEAILED WITH CONSEAL CS-10 OR 1) AT FACE OF BUILDING OR WITHIN SIDE CUTOUT R1" SCHD APPROVED SEALAINT BUILDING BEFORE EXITING. POLY�OKSEAL C �2 (SEE SEPTIC ELEVATION FOR WHICH). TYP.40P3L°CS. 2) BEFORE A BEND SWEEP OR WYE. Pol_noK4°ROTOFLOIW PROPOSED SEPTIC DESIGN ELEVATION PART#3oso-4HDPE 3) EVERY 73 FEET OF SEWER LINE. NOT TO SCALE FRONT/SIDE VIEW Sheet# 100.00' 16.8' N86 57 00 E EL EL. 21.0 Cn \ CA) 0 \ CA) z m `,0 REFER TOPLANSIB POWERS HANCOCK DESIGN DRYWELL CALCULATION o � REFER TO PLANS BY GRADE - 0 \ \ / DILANDRO ANDREWS \ � ' ii mil~II ' I ICli li l AI Iflkijkl RECAST TRAFFIC BEARING ♦ ",\ PO Box 400 E ROOFED AREAS: 1843.75+85+332 - 2,260.75 SF W_ ♦ III I CONCRETE DOME OR SLAB TOP \ ` GRAVEL DRIVEWAY: 3,540 @ 30% PERVIOUS = 1,062 SF 0 South Jamespoft, NY 11940 SDR 35 PVC INLET PIPE - 1 ITI TOP OF DRYWELL POOL PATIO:400 SF=400 SF - i SEE PLAN FOR PIPE SIZE - _ V-_-A r 'II- I= SEE PLAN FOR ELEVATION C I� \L _ - - ♦ \ ,`1 \ �I MASONRY : 160 SF+72+310 =542 SF SDR 35 PVC— TOTAL: 4,264 SF RECAST CONCRETE OVERFLOW PIPE - _-. ;- E' _-y ;- ll= \ J SEE PLAN FOR PIPE SIZE fll Z STORM DRAIN RING L - HE 8 DIAMETER I W AS INDICATED ON PLAN 4,264 SF X 2" RAINFALL(.167) =712 CF/ 8' DIA(42.3)= 16.8 DEPTH REQUIREDIf \ i ACKFILL 3'-0'MIN. EXISTING AROUND DRYWELL GARAGE \ ' II w/1 1/4"-1 1/2' TO REMAIN , II II T r - ,II II I MEDIUM COARSE SAND/GRAVEL DW 1 8 DIA X 6 DEPTIH I� J L ,1--_� l r t-'v r Id �)y ICI a 1 S r rT r~ 11 �I y y DW 2 8' DIA X 4' DEPTfH ao'-o" �I1 LAP POOL - =- C ' ["" ICI o I PERMITABYOTHERS) I PROJECT I-11 t'n, ( LIMITING FENCE DW 3 8' DIA X 4' DEPTIHPOOL- - 1 GROUND WATER LINE „_ it ITF _ J I; - ` ' O _ _ _ -0 _eATlO- � NON-RATEABLE SO 1: IN I, _ _I _ _ � -J/ - -�'- - - - _ N GRADE � DW 4 8' DIA X 4' DEPTfH � �\_ - - " l __________ ao'-o" I I I li' II II I Ij�'�,I�� I I I i I mmm I' 'IIIII ' � 'L ' TOTAL DEPTH 18 ' DEPTH PROVIIDED I EXISTING WELL rm � - \ 1 TO BE � l-1 1 I L.- 1= I i 1 ABANDONED 11= I_I II II _I. i_ I 1II -N- \CLEAN MEDIUM _ All �llalf.5 COARSE FILL ; \ ©I I DW2 1 SAND 8 GRAVEL-RATEABLE SOIL CLEAN MEDIUM COARSE BACKFILL 1 I \ 1 © Ali I , LINE OF EXIST. DWELL TO BE REMOVED I I ISSUE SUBMISSION I I PATIO ON �' / 1 I BUILT-IN BBQ I i PRECAST CONCRETE DRYWELL NTS ; I GRADE �,NdQDDECK GRILL NO. DATE ISSUE I I ONBASEE PROP' Woob DECK ENTRY STAIR 1 10.16.23 PERMIT 1 I 1 STRY ON TEST HOLE DATA WOOD DECK PROPOSED I ' BACKUP G 1 j GENERATOR �________- PROP. CONDENSER ON McDONALD GEOSCIENJCE j C.,i PROP.2 STRY P.CONC.PAD 18"0•MAX C.to C• 0110812021 ELECTRIC GATE le / - PROP. ' y�/D. FR. DWELL I V s I DW g 1 1 STRY ' F.F.ELEV.:23.2' 1 cwlDe a l' 21.2 Du -Durk brown sandy loom OL `. „ a a a `I' ♦ PROPOSED CODE f �F -------- 0.5 21'-W ♦ ' r.__ I G COMPLIANT SIDE YY1RD ' 1 1 ---�-� OP.SELF POOL FENCING U. T y SETBACK / 1 STRY. � 1 CLOSING GATE Brown silt sand SM ' 1ST I PROP. J , \ COV.PORCH 1 , EGRESS WINDOW Brown clayey sand SC ; i 1 _ WELL-METAL ♦ � ' 1 GRATE COVER PERSPECTIVE VIEW _________ 5� i I ;1 REVISION SUBMISSION TEst-Hol ►' I NO. JDATE REVISION 36" MINIMUM 2 x 2 ` EL 21Z FENCE POST ( \ \ ❑❑ WOVEN WIRE FENCE Pale brown fine sand SP DRYWELLS TO BE (6;x 6 - 10/10 WWF) ♦ �❑ `♦ ,' 2! i \\ ��❑�� � DW;I MIN 50'FROM ALL EXISTING WELLS FILTER CLOTH g `\ DOD c I \ N LINE OF EXISTING ` EMABED FILTER CLOTH R E GRAVEL DRIVEWAY I /� ♦`� / TOPSOIL MIIN. 6" INTO GROUND Z 17' TO BE USED DURING I i STOCKPILE I �' CONSTRUCTION 1 AREA / \ � I N a' N_OTE.• NO WA 7fER N PROPOSED E — ' NCOTE: N OUlV lEREU MAXIMUM DRAINAGE AREA O DFiI EWAY ARC•WASHOUT 112 ACRE 1 100 LINEAR FEET I 0 � NOTE: BOTTOM OF DRYWELL TO BE MIN 2 ABOVE GROUND WATER ELEV. AS SHOWN ON TEST HOLE ; SILT FENCE: NTS DATA ABOVE. I I EL. 21 . k, EXISTING .. y EL. 21.3 APOONTO ,_ _ - - - -- - - — , 1-00.00 3 �, NDS 1813 CAST 886057100"W /a X 4'RAW STEEL EDGING IRON GRATE TOPSOIL+ PLANTING I I; SLOPE ` GRAVEL DRIVEWAY - - 3,500 PSI CONCRETE T71'- '- �- ZV �,� r,� ,"PA RK A VEN U -- i \ ♦ #5 REBAR \ NDS#1242,#1243+ NDS#1266,#1888 OR#1889 ` -.1' _ " UNIVERSAL LOCKING OUTLET / #1245 UNIVERSAL _.'' TWIST LOCK INTO POSITION A- / LOCKING OUTLET TWIT - - = I=1. , - PROJECT TITLE: ==,I; _ =!'. ANY KNOCK OUT LOCK INTO POSITION _ AT ANY KNOCK OIUT TIF _I_ ( _I i,- _= FITS 6"OR 8"SOLID WALL OR I 1735 PARK AVE 6"OR 8"CORRUGATED PIPE FITS 3 +4"SOLID MATTITUCK, NY -_ I ' - 3,500 PSI CONCRETE 1 WALL OR 6 � - ' '— '� . , � , ,I -I� ,. - WELL , 1 CORRUGATED PIPE 4"CRUSHED STONE BASE SHEET TITLE: COMPACTED SUBGRAIDE STORMWATER MANAGEMENT CONTROL CATCH BASIN DETAIL. NTS `` ,' SITE PLAN DATE: PAGE: 10-16-2023 STORMWATER MANAGEMENT PLAN � A-001 SLE: 161 = 11.01' SCALE: CA As Noted -SLATE OTHER SURVEY OF PROPERTY F.F. £L 24.0' SURA� COVER HOUSE END PLUG LOCKNO CASTNO nN� GRAD£ �-710 GRADE _ EL. 21.0' AT MA TTIT UCK -idyl= 1= =Llli-;-111=11111_nlil,pili_iu11=11111- MT „-- rim MA CH„�, ='T�"'=1�0=1 TOWN OF SO UTHOLD cLEur our USED ON PLET `� _ ��'" _LOCATE DROP 'r�'' SUFFOLK COUNTY , N. Y. 20.0• g- "A"T'`I 1000-123-02-33 l I.E. 6' 12' 6. 10 KeT-f ,s.T IE `I;a�:®��:: ::;. DWELLING ►4 DIA aAss ++' ,e- 192' I.E. ��. .:. .:. PUBLIC WATER 2�oD PIPE OR _f___ ,/e-�rat�n ' - EOUNALENT PITCHED g- 5' ,ss lAr PER FOOT < EFFECTNE -,- �, �;:a I SCALE• 1 =30 FLOW UNE DEPTH 1 91FLOW I March 29, 2021 --�4' MIN. I N/�/F i MAY 21, 2024 (FOUNDA 77ON LOCA 770N) -- --_---- CN/NG POOL 8'-0' DWAETER - O]L£A ------- GROUND WATER --- - 3' mrn. (80 ,< 12'DEEP) ' PHILIP SCHOILL ' DWELLING ------------------------- _ ------------- '° NO GROUND WATER ENCOUN►ERED � �RECORDED GROUNDWATERTI -{ I-II ~lll111TII°' �y I N/0/F PUBLIC WATER rII" --- _IIII�IIII�Iu1- _IIU�ii� I BACKPILL MATERIAL TO BE CLEM SAND & GRAVEL - - DWELLING DWELLING WELL 150 + FRANKLIN SCHOLL 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL o WELL 150 + FE.COR. ATS I h� CP CP CLF. STCKD. 0.5'N. 6.0N. 0.3N. 00. 0' 0.5'W. 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST I O.1'W 0.1'W.N86'S7'00"E EL 16.8 CONCRETE BOTTOM AND 3 INCH WALLS 2 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED ---. CMS EL 21.0 STOCKADE FENCE J� CHAIN LINK FENCE (n (� REINFORCED PRECAST CONCTERE SOLID RING. ' W 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH I O THICK SIL4B TOP IN LAWN AREAS. Gr O-X X-4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY Z O V�� ���� ATTACHED. (,,� a I ( In 5. LIQUID DEPTH MUST BE 4 FEET. O I nl (A PROPOSED SEPnc SYS7EIWA (4 BEDROOWS) 4.8' [1]8 FT- DIA.x 12 FT. HIGH PRECAST CONCRETE LEACHING RINGS D BACKFILL MATERIAL COURSE SAND AND GRAVEL. (3' COLLAR) N COVE I [1] 1,250 GALLON SEPTIC TANK. �cOR 4.8' 13.8' N GEN. l ASPHALT rn Existing septic system to be removed or - filled in to SCHD specs. z lk, La. I m I FE.COR- I 0.4'W 20.4 PI I 0 N/O/F 15 0 ANTHONY LANG 20.2 CONCRETE I N/O/F FOUNDATION JEFFERY WADE TEST HOLE DATA � (Top Foundation EI-22.3872,4' , DWELLING DWELLING 20 O' 23.4 McDONALD GEOSCIENCE PUBLIC WATER PUBLIC WATER. 21.0' 03 +• 0110812021 �. 1e.D' 16,W -- DWELLING UTILITY 15.3' CURB COR. El, 21'2'-------- 0.5'Dark brown sandy loam OL �a NEST POLE 1.4'E. ' DWELLING HOLE Brown silty sand SM EL' 21.2 PUBLIC WATER -------- 3' Brown clayey sand SIC o tv --------- 5' �01 0 a D N O Pole brown One sand SP SRF WELL 3.2'W. EL. 21.8' "J ." . 3.0'N WATER ME R 585 EL. 21.31 17' b� CMF SPLIT RAIJL FENCE SR _ _ _ 100. - _ MAY ? n - sSR �$86'57'00"W NOTE.• NO WATER EDGE OF PAVEMENT 3.4'INJ T T� PARKENCOUNTERED ri EL. 21.6 A VE U EL. 20.8 PUBLIC WATER IN STREET ; , KEY 0 = REBAR 1 1 ® = DELL 01-WELL '1 DWELLING A = STAKE 1 1 DWELLING WELL 150+ ® = TEST HOLE WELL- DWELLING 1 DWELLING SEPTIC 150+ ' SEPTIC & WELL 150 + ® = PIPE 1 .1 ® = MONUMENT SEPTIC & WELL 150'+ ® - WETLAND FLAG 1 '' cD--) = U77LITY POLE N.Y.S. LIC. NO. 49618 ELEVATIONS REFERENCED TO NAVD 88 ' N.Y.S. LIC. NO. 051132-01 ANY AL7ERA7701V OR ADD17701V TO THIS SURVEY IS A WOLA77ON OF TOTAL AREA a 25,000 80. FT. PECONIC S66EYORS, P.C. SEC7701V 7209OF THE NEW PORK STATE EDUCA77ON LAW. EXCEPT AS (631) 765-5020 FAX (631) 765-1797 PER SEC71ON 7209-SUBDIVISION 2. ALL CER77FICA7701VS HEREON Emoll. peconlcsurvey0optonllne.net IMPRESSEDARE VAUD FOR P.O. BOX 909 OR COPIES BEAR THE I MA I S Y SAID MAP SEAL OF THE SURVEYOR WHOSE 1230 77?A VELER STREET MATURE APPEARS hER6ON- SOUTHOLD, N.Y. 11971 21-001 a' a hk �a POWERS HANCOCK DESIGN PO Box 400 South Jamespor , NY 11940 0 r sn �ERED ARC r v , A 1735 PARK AVE . as o MATTITUCK N .Y. 11952 ��---- ISSUE SUBMISSION NO. DATE ISSUE IRC 2020,INCLUDING UNIFORM SUPPLEMENT 2018 CHAPTER 3:BUILDING PLANNING ENERGY ANALYSIS NOTES D RAIW I N G LIST PROJECT TEAM 1 09.08.23 09,08,23 SECTION R301:DESIGN CRITERIA AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL[FOR ONE&TWO FAMILY DWELLINGS I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION (2018 EDITION) CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE ENERGY EFFICIENCY CITY OF SOUTHOLD NOTES: GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. O OWNERS: STRUCTURAL ENGINEER. SECTION R303:LIGHT VENTILATION AND HEATING 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE 2020 RESIDENTIAL CODE OF NEW YORK STATE (2018 IRC AMENDED) z W REQUIRED GLAZING AREA HABITABLE ROOMS: a% WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC.N1101.14 2017 NEW YORK STATE ELECTRICAL CODE (NFPA 70, 2017) O C) I— EMILIA KABAKOV+VInLn KANEVSKY SELLERS TREYBAL W REQUIRED OPENABLE AREA: 4% 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED,AND INSULATED TO A LEVEL EQUIVALENT TO 2020 NEW YORK STATE ENERGY CODE (IECC 2018 AMENDED) �75 W C G 1735 PARK AVE, STRUCTURAL ENGINEERS THE INSULATION ON THE SURROUNDING SURFACES - 2020 NEW YORK STATE FUEL GAS CODE (IFGC 2018 AMENDED) j :D M PROVIDE 3 SQ FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS"EXCEPTIION:WHERE ARTIFICIAL LIGHT 2020 NEW YORK STATE MECHANICAL CODE (IMC 2OI8 AMENDED) Cn W 00 W MATTITUCK N.Y. 11952 JOHN ST AND/OR MECHANICAL VENTILATION IS PROVIDED 4. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN C� EC Cn @ S-ENGINEERS.COM PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 40Z.4,1.1 WHERE REQUIRED BY CODE OFFICIAL,AN 2020 2020 NEW YORK STATE PLUMBING CODE (IPC 2018 AMENDED)SECTION R304:MINIMUM ROOM AREAS 802-497-1174 APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 2020 NYS PROPERTY MAINTENANCE CODE (IMPC 2020 AMENDED) PROVIDE MIN.I ROOM WITH NO LESS THAN 120 SO FT 5. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 2020 NEW YORK STATE FIRE CODE (IFC 2018 AMENDED) M ARCHITECT: MEP ENGINEER. ACH50 IN CZ 4A,5,6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF CV POWERS HANCOCK DESIGN 'EXCEPTION FOR KITCHENS 6, DUCTS-SUPPLY&RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3"OR GREATER IN , LLC HOME ENERGY SOLUTIONS DIAMETER,AND R-6 @ DUCTS LESS THAN 3"IN DIAMETER. MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0"ANY HORIZONTAL DIMENSION DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. W 00 PO BOX 400 1—"EXCEPTION FOR KITCHENS 0 187 E. MAIN ST. 7 DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE.AIR LEAKAGE BY AN APPROVED THIRD Q rn SOUTH JAMESPORT N.Y. 11940 .SECTION R305:CEILING HEIGHT PARTY. p o HUNTINGTON N.Y. 11743 MIN.CEILING HEIGHT FOR HABITABLE ROOMS=T-0" + AS N� INFO@POWERSHANCOCKDESIGN"COM GDLAMAY3@GMAIL.COM REVISION SUBMISSION 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS A-OOO COVER SHEET DRAWING LIST � "HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=T-0" 631 703-080�9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105 F DEGREES OR<55F DEGREES SHALL BE . A-001 SITE PLAN/ZONING INFORMATIN ( l 631-573-0664 NO, DATE REVISION I.BEAMS AND GIRDERS NOT LESS THAN 4'-0"O.C.CAN PROJECT 6" ��� � \ / INSULATED WITH R-3 MIN. LL 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING REFIGHT=6'-8"(BEAMS,GIRDERS& ELECTRICAL DUCTS MAY PROJECT TO 6'-4') 10. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC `- P T: A-002 CODE SHEET II. EQUIPMENT SIZING-PER ACCA ANNUAL S,BASED ON LOADS CALCULATED PER ACCA MANUAL J AS PROVIDED BY INSPECTION REQUI :EI? 1 00Z,00 00.00.00 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN REQUIRED HEIGHT A THIRD PARTY HERS RATER. NMIFY BUILDING DEPART NTAT A-003 PROJECT NOTES 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES ANID SHOWER HEAD SHALL HAVE A 63t'T�t802 OAM M 4PM FOR THE SURVEYOR. MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN,AREA OF 30"X30"AT THE SHOWER HEAD 12. LIGHTING-A MIN.OF 75%OF PERMANENTLY INSTALLED FIXTURES UST HAVE HIGH-EFFICANY LAMPS FOLLOWING INSPECTIONS: A-020 WINDOW AND DOOR SCHEDULES SECTION R308:GLAZING 13. ALL HVAC,PLUMBING&ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, 1.. FOUNDATION-TWO REQUIRED • PECONIC SURVEYORS P.C. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT SHALL BE THE FOR POURED CONCRETEA-021 WINDOW AND DOOR DETAILS PO BOX 909 RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS, SECTION R309:GARAGES AND CARPORTS TRUSS f�L/ CAIDIN�a � � A-030 INTERIOR FINISHED SCHEDULE WRITTEN STATEMENTS IF THE MECHANICAL,AIR CONDITION,VENTILATION,HEATING SYSTEMS(NEW EXISTING +'li!. ROUGH-FRAMING&PLUMBING 1230 TRAVELER S�f e ..ET OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED OR UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING , INSULATION DEPARTMENT. SOUTHOLD N.Y. 11971 DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE PERMITTED W EX-1 OO EXISTING CONDITIONS/DEMO PLAN PROVIDE VERTICAL SEPARATION.VERT:3/4"RESISTANCE(5/8"TYPE X GARAGE SVDE,1/2"TYPE X OPPOSITE SIDE) 14, ADDITIONS,ALTERATIONS OR RENOVATION:SHALL COMPLY WITH IECC 2015 UNALTERED PORTIONS OF THE 4. FINAL`CONSTRUCTION MUST EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. ♦ 8E COMPLETE FOR C.O. � EX-101 EXISTING ELEVATIONS 631-765-5020 PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8"TYPE X GYPSUM ALL CONSTRUCTION SHALL MEET THE PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING r.; �`ryjp (! �/ (� A-1 00 BASEMENT CONSTRUCTION PLAN • SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. REQUIREMENTS OF THE CODES OF NEW ay 1JR0 NOT C{(11�T�+tE�� �• W PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MO)RE THAN 44"A.F.F. 16. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH YORK STATES. NOT RESPONSIBLE Fpq FRAMING UNTIL IL SURVEY 1- A-101 GROUND FLOOR CONSTRUCTION PLAN • TABLE R.402.4.1.1 APPLY A BEAD OF CALK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO �p�+� y np� OF-FOUNDATION LOCAT10 , _ MIN.OPENING AREA=5.75 SO FT(5 SO FT AT GRADE) INSTALLING INTERIOR GYPSUM ALL BOARD. DIGN i/r►vS NSTRUCTON ERR�w U A-102 SECOND FLOOR CONSTRUCTION PLAN MIN.OPENING HEIGHT CLEAR=24" tAS� N;APPROVEDcc MIN.OPENING WIDTH=20" COMP�Y NTH ALL CODES } Q A-103 ATTIC FLOOR CONSTRUCTION PLAN • NO TOOLS OR KEYS ALLOWED FROM INSIDE A-1 04 ROOF CONSTRUCTION PLAN MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT&MIN.WIDTH OF 366" NEW YORK STATE& `OWN CODES 1V�u��,�„�,-1— ����� ' PROJECT DESCRIPTION SECTION R311:MEANS of EGRESS AS REQUIRED AND CONDIT" y+ A-200 EXTERIOR ELEVATIONS 9 PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIERS WITH WALLS AND ANY SOFFITS DT J and S as pe WITH 1/2"GYP.BD. I� � NY11" ` de A-201 EXTERIOR ELEVATIONS MIN,WIDTH FOR HALLWAYS IS T-0" � YYIY CiJVYI1{EM�T �' A-300 BUILDING SECTIONS 0 EXISTING DWELLING AND FOUNDATION TO BE DEMOLISHED IN ITS MIN.IEXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE MIN.OPENING 3'-0"WIDE X 6'-8"HIGH A-301 BUILDING SECTIONS 0 ENTIRETY" NEW 2 STORY DWELLING TO BE CONSTRUCTED. WIDTH SHALL NOT BE LESS THAN 36'CLEAR.HANDRAIL PROJECTION IS 4.5"MAXI HEADROOM MIN.=6'-8" A-400 WALL SECTION DETAILS TREADS AND RISERS:8.25"MAX RISE,9"MIN.TREAD 10"r dwr A-401 DETAILS • -EXISTING DRIVEWAY TO REMAIN SITE WORK: A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3" BETWEEN FLOOR LEVELS OR LANDINGS. PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS and ductwork A-601 ENLARGED PLANS AND INTERIOR ELEVATIONS 'EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWIIING OVER STAIRS.SIZE OF LANDING -NEW POOL & POOL PATIO (BY OTHERS- NOT PART OF THIS PERMIT) IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL TO STAIR OR DOOR SEERVED testing required, A-602 ENLARGED PLANS AND INTERIOR ELEVATIONS -NEW REAR PORCHES & PATIOS WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEEPER THAN 2%SLOPE OCOU PANCY OR A-603 ENLARGED PLANS AND INTERIOR ELEVATIONS PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERRS. -NEW OUTDOOR BBQ I.HEIGHT=34"MIN,38"MAX USt IS UNLAWFUL -CLEARING OF SELECT EXISTING TREES 2,CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER IRETURN ENDS OR PROVIDE NEWEL AU exterior lighting POST OR SAFETY TERMS "�jE-101 BASEMENT ELECTRICAL FLOOR PLAN • -EXISTING GARAGE TO REMAIN 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=I Ill" WITHOUT ����I�ICA "'-y" ����replaced�� �w E-102 FIRST FLOOR ELECTRICAL FLOOR PLAN SECTION R312:GUARDS �a:�sjali conform 0 ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36'MIN.GUARDS.OPEN STAIRS 30"ABOVE FLOOR OR OF OCCUPANCY Y toCh t'172 E-103 SECOND FLOOR ELECTRICAL FLOOR PLAN • ESTIMATED COST OF CONSTRUCTION $300,000 GRADE SHALL HAVE 34"MIN.GUARDS. GUARD OPENINGS NOT TO EXCEED 4"(SPHERE) of the Towu Code SECTION 313:ALARMS { e y' —j S-000 GENERAL STRUCTURAL NOTES PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY(OF BEDROOMS AND IN BASEMENTS Il il1IIV STORM WATER i1�IVO Q< • PROVIDE CARBON MONOXIDE ALARM AC ANY STORY WITH A SLEEPING ROOM OR A FUEL FIRED/BURNING APPLIANCE PURSUANT TO CHAPTER 236 � 5-1 00 FOUNDATION PLAN • PROJECT TITLE. AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE r PURSUANT 1 jMV�ty-iTl�'1i-1G[� J 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICCES RECEIVING THEIR PRIMARY OF THE TOWN Vti/�1L 0 S-101 FIRST FLOOR FRAMING PLAN � POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND THERE SHALL BE NOD SWITCH IN THE CIRCUIT OTHER 1 I�� PARK AVE THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. S-1 02 SECOND FLOOR & LOWER ROOF FRAMING PLAN 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHHER BE ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER,APPROVED BY TFHE BOARD OF STANDARDS AND S-103 ATTIC FLOOR FRAMING PLAN 0 MATTITUCK, NY APPEALS OR BE LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORRY THAT MAINTAINS PERIODIC 1s1 tB � ' INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATESS THAT THE EQUIPMENT MEETS #1 F7 S-104 UPPER ROOF FRAMING PLAN NATIONALLY RECOGNIZED STANDARDS. � 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHEER THE IONIZATION CHAMBER OR 5-200 TYPICAL FOUNDATION DETAILS �,J PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REFEFRENCE STANDARD IRS 17-I. op Fri SHEET TITLE" 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) Q I)&USE( IN W,�T09 S-201 TYPICAL FRAMING DETAILS � 06.CARBON MONOXIDE DETECTORS ARE TO BE:INSTALLED AS PER INTERNATIONAhL RESIDENTIAL CODE SECTION R315; t1pr .V ^/A Aft+ 5-202 TYPICAL FRAMING DETAILS Cover Page ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS,MIN.ONE PER FLOOR.DETEECTORS CAN BE BATTERY POWERED. • I% LEAL). S-300 SECTION AND DETAILS 9 S-301 SECTION AND DETAILS • DATE: PAGE; S-302 SECTION AND DETAILS • 2023.09-08 M? PLO ALL PLUMBING W"A' SCALE: A-000 &WATER LINES NEED' As Noted TESTING BEFORE COVERI1��:,`` WINDOW SCHEDULE NO. MANUF. MODEL TYPE FINISH-EXT FINISH-INT GLASS R.O.WIDTH R.O.HEIGHT EGRESS TEMPERED COMMENTS 001 ANDERSEN(400 Series) CX14 CASEMENT WHITE LOW E4 2'-8" 4'-0 V1" YES NO 002 ANDERSEN(400 Series) CX13 FIXED WHITE LOW E4 2'-8" 3'-01/2" NO YES 100 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 6-4 7/8" YES NO 101 ANDERSEN(400 Series) WDH2662 IDOUBLE HUNG WHITE LOW E4 24 V8" 6'-4 7/8" YES NO 102 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 24 V8" 6-4 7/8" YES NO 103 ANDERSEN(400 Series) WDH2646 DOUBLE DUNG WHITE LOW E4 2'-8 V8" 44 7/8" NO NO 104 ANDERSEN(400 Series) WDH2646 DOUBLE HUNG WHITE LOW E4 24 V8" 44 7/8" NO NO 105 ANDERSEN(400 Series) CX16 CASEMENT WHITE LOW E4 24" 6-0 3/8" NO NO 106 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 24" 6'-0 3/8" NO NO 107 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 24" 6-0 3/8" NO NO 108 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 2'-8" 6-0 3/8" NO NO 109 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 24" 6-0 318" NO NO POWERS HANCOCK DESIGN 110 ANDERSEN(400 Series) CX16 FIXED WHITE LOW E4 2'-8" 6-0 3/8" NO NO 0 111 ANDERSEN(400 Series) CX16 CASEMENT WHITE LOW E4 24" 6'-0 3/8" YES NO PO Box 400 112 ANDERSEN(400 Series) WDH26510 DOUBLE HUNG WHITE LOW E4 241/8" 6-0 7/8" YES YES South Jamespo►t, NY 11940 113 ANDERSEN(400 Series) WDH26510 DOUBLE HUNG WHITE LOW E4 2'-81/8" 6'-0 7/8" YES YES 114 ANDERSEN(400 Series) AXW281 AWNING WHITE LOW E4 2'-8" 3'-01/2" NO NO 115 ANDERSEN(400 Series) AXW281 AWNING WHITE LOW E4 24" 3'-01/2" NO NO 116 ANDERSEN(400 Series) AXW281 AWNING WHITE LOW E4 2'-8" 3'-01/2" NO NO 117 ANDERSEN(400 Series) C245 DBL CASEMENT WHITE LOW E4 4'-01/2" 4'-5 3/8" NO NO MULLED UNIT 118 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 24 V8" 6'-4 7/8" YES NO 119 ANDERSEN(400 Series) WDH2662 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 6'-4 7/8" YES NO 120 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC,PLAN 121 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 l'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 122 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 123 VELUX("Fresh Air"Skylight VSE) C08 ISKYLIGHT WHITE LOW E4 1'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 124 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 l'-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN 125 VELUX("Fresh Air"Skylight VSE) C08 SKYLIGHT WHITE LOW E4 V-9" 4'-6 7/16" NO NO POWERED-SEE ELEC.PLAN ��,Ep ARC,y�r 126 JANDERSEN(400 Series) CIR30 FIXED-CIRCLE WHITE LOW E4 3'-01/2" 3'-01/2" NO NO <OQN�R G. po�cj 200 ANDERSEN(400 Series) WDH26410 IDOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'-0 7/8" NO NO 201 ANDERSEN(400 Series) WDH26410 IDOUBLE HUNG WHITE LOW E4 2-8 V8" 5'-0 7/8" NO NO v 202 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'-0 7/8" NO NO d 203 ANDERSEN(400 Series) CX135 CASEMENT WHITE LOW E4 24" 3'-5 3,8" YES NO a� 0 204 ANDERSEN(400 Series) CX135 CASEMENT WHITE LOW E4 2'-8" 3'-5 H" YES YES F J 205 ANDERSEN(400 Series) CX135 CASEMENT WHITE LOW E4 2'-8" 3'-5 318" YES U_ YES 0 206 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'-8 V8" 5'0 7/8" NO YES 207 ANDERSEN(400 Series) WDH26410 DOUBLE HUNG WHITE LOW E4 2'8 V8" 5'0 7/8" NO NO ISSUE SUBMISSION Co 208 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3,8" YES NO 209 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3,8" YES NO NO. DATE ISSUE 210 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3,8" YES NO 1 09,0823 09.08.23 211 ANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3,8" YES NO 212 JANDERSEN(400 Series) CX145 CASEMENT WHITE LOW E4 2'-8" 4'-5 3,8" YES NO 300 ANDERSEN(400 Series) CIR30 FIXED-CIRCLE WHITE LOW E4 3'-01/2" 3'-01/2" NO NO U / � 301 ANDERSEN(400 Series) CIR30 FIXED-CIRCLE WHITE LOW E4 3'-01/2" 3'-01/2" NO NO aI 302 ANDERSEN(400 Series) CIR30 FIXED-CIRCLE WHITE LOW E4 3'-01/2" 3'-0112" NO NO EXTERIOR DOOR SCHEDULE NO. MANUF. MODEL SIDELIGHT/ TYPE FINISH GLASS R.O,WIDTH R.O.HEIGHT COMMENTS STATIONARY PANEL A THERMATRU(OR EQ.) TO SELECT INSWING 3'-6" 8'-0" B ANDERSEN(400 Series) FWH5480PALR (2)FWH2980S INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" FIXED&ACTIVE PANELS MULLED �I C ANDERSEN(400 Series) FWH6080PALR (2)FWH3180S INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" FIXED&ACTIVE PANELS MULLED REVISION SUBMISSION D ANDERSEN(400 Series) FWH6080PALR N/A INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" N0, DATE REVISION E ANDERSEN(400 Series) FWH6080PALR (2)FWH3180S INSWING PATIO DOOR LOW E4 V.I.F. 8'-0" FIXED&ACTIVE PANELS MULLED of 1 00.00.00 00.00.00 Z F JANDERSEN(400 Series) FWH5480PALR (2)FWH2980S JINSWING PATIO DOOR LOW E4 V.I.F. 8'0" FIXED&ACTIVE PANELS MULLED m G ANDERSEN(400 Series) FWH31611AR N/A JINSWING PATIO DOOR OW E4 INTERIOR DOOR SCHEDULE NO. MANUF. MODEL TYPE FINISH WIDTH HEIGHT THICKNESS LOCATION COMMEINTS 001 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'4" 7'-0" 0'-1 3/4" BATHROOM 002 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-8" T-0" 0'-1 3/4" BEDROOM 003 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 3'-0" 7'-0" 0'-1 3/4" STORAGE w 004 JELD-WEN(OR EQ) TO SELECT 3/4 HR.F.R.STL.SWING 3'-0" 7'-0" 0'1314" MECHANICAL RM. Uj 005 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)2'-6" 7'-0" 0'-1 3/4" GYM/THEATER CLOSET m 006 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)3'-0" 7'-0" 0'-1 3/4" GYM ENTRY OPTIONAL GLASS DBL DOORS 007 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'4" 7'-0" 0'-1 3/4" UNDER STAIR CLOSET 008 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE (2)2'-6" 7'-0" 0'-1 3/4" BEDROOM CLOSET 009 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" T-0" 0'-1 3/4" STORAGE/MECH. 100 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" 8'4" 0'-1 3/4" M.BEDROOM 101 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-4" 8'-0" 0'-1 3l4" M.BEDROOM CLOSET LL 102 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" 8'.0" 0'-1 3/4" M.BATHROOM 103 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-6" 8'-0" 0'-1 3/4" PWDR ROOM U_ 104 JELD-WEN(OR EQ.) TO SELECT POCKET 2'-6" 8'-0" 0'-1 3/4" STUDY 105 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)l'-6" 8'-0" 0'-1 3/4" HALL CLOSET 106 JELD-WEN(OR EQ.) TO SELECT SIMPLE SWING 2'-8" 84" 0'-1 3/4" LAUNDRY RM. 200 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-8" 8'-0" 0'-1 3/4" BEDROOM 201 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)2'-4" 8'-0" 0'-1 3/4" BEDROOM CLOSET 202 JELD-WEN(OR EQ.) TO SELECT SIMPLE BI-PART (2)2'-4" 8'-0" 0'-1 3/4" BEDROOM CLOSET 203 JELD-WEN(OR EQ.) TO SELECT SWING SIMPLE 2'-8" 8'-0" 0'-1 3/4" JR.MASTER BATH Z 204 JELD-WEN(OR EQ.) TO SELECT ISIMPLE SWING 2'-8" 8'-0" 0'-1 3/4" JR.MASTER BEDROOM PROJECT TITLE: w 205 JELD-WEN(OR EQ.) TO SELECT ISWING SIMPLE 2'-8 "" 8'-0 0'-1 3/4" HALL BATHROOM -- "' 206 JELD-WEN(OR EQ.) TO SELECT IMPLE SWING V-8" 8'-0" 0'-1 3/4" LINEN CL. 1735 PARK AVE 207 JELD-WEN(OR EQ.) TO SELECT IMPLE SWING 2'-8" 8'-0" 0'-1 3/4" BEDROOM MATTITUCK, NY 208 JELD-WEN(OR EQ.) TO SELECT IMPLE BI-PART (2)2'-4" 8'-0" 0'-1 3/4" BEDROOM CLOSET 209 JELD-WEN(OR EQ.) TO SELECT IMPLE SWING 2'-8" 7'-0" 0'-1 3/4" ATTIC STAIRWAY SHEET TITLE: Window&Door Schedule DATE: PAGE: 2023.09.08 SCALE: A-020 As Noted SITE INFORMATION Climatic and Geographic Design Criteria ADDRESS: 1735 PARK AVE. Subject to Damage From SCTM: 1000-123.00-02.00-033.000 Ground Winter Ice Shield Flood Air Air Seismic Wind 100.00 ZONE: R-40 Snow Load Weathering Frost Termite Design Underlayment Hazard Freezing Freezing Design Speed N86°57'00"E EL. 16.8' (PSF) g Line Depth Temp. Required Index Index Category EL. 21.0 Moderate 130 mph 20 Severe 31-011 to Heavy 15 Yes N/A 1500 or less 52.2 B (ASCE 7-10) _ _ \ - o SETBACK + HEIGHT REQUIREMENTS: Y `' - - - - - ACCESSORYBUILDINGA�� W I �, c5 \ 18� o n M ALLOWABLE PROPOSED w I \ D :K POWERS HANCOCK DESIGN LOT AREA 40000 SF MIN. 25000 S.F. (EXISTING) Bunga�o RIMARY) 0 I \ N 1 PO Box 400 35'-0" MAX. �'n' ACCESSORY) I South Jamesport, NY 11940 BUILDING HEIGHT 2-1/2 STORIES 32'-5 - _ _ 9 I (-- - - - -' o pF31NCIPAL BUILDIN_ G_S_ETBACKcn I J EXISTINI 7 \ TO REMAI LOT COVERAGE 20% MAX. 16.10% �, er S� GARAG I 9 \ FRONT YARD SETBACK* 40'-0" MIN. 80'-7" �c Genf I I �20 (NON CONFORMING LOT SIZE AS PER§ 280-124) p� I LAP POOL ^, o 1Y I I (NOTPARTOFTHIS Q REAR YARD SETBACK 50'-0" MIN. 122'-8" �q, I I PERMIT-BY OTHERS)POOL 1 i PATIO o ON GRADE SIDE YARD SETBACK 15'-0" MIN. 21'-011 I __ __ 40'-0" Park Pie, I i i---- I SIDE YARD SETBACK(COMBINED) 35'-0" MIN. 44'-611 j �, o I �SREo ARCh, I � I I I o L------, G�5�QH>=R G,'o r� GROSS FLOOR AREA RATIO CALCULATIONS: I I RDWELL.TO EMOVED BE I I � 0G C, I- I LINE OF EXIST. Q- � 4 LOT: 25,000 SF I I i G� I I I D 18'-8" BUILT-IN BBO 1 I PATIO n I GRILL ALLOWABLE LOT SIZE: 40,000 SF MIN. GRADE WOOD DECK Q -, NON-CONFORMING LOT SIZE* I ' 2 ( �� LOCATION MAP I I I DN r PROP' y WOCP DECK �; DN ENTRY N^, 3350sf+ 25000sf-20000sf)x0.01= 38�10.0 SF ALLOWABILE G.F.A. I N 1STRY � C,- SCALE: N.T.S. 22�S RYB_LC WOOD DECK I PROPOSED °i- I I BACKUP PROPOSED INCLUDED IN G.F.A. G 2°'- I I A GENERATOR I L------J PROP NC CONDENSER ON P.CONC.PAD ISSUE SUBMISSION ELECTRIC GATE PROP.2 STRY R a'-G"I - PROP. I WD.FR.DWELL I I FIRST FLOOR 1843.75 SF 1843.75 SF i 'S'�Y i FF.ELEV.:232' NO. DATE ISSUE I 23' 1 09.08.23 09,08.23 PROPOSED CODE 21'-°" 1 COMPLIANT SIDE YAJ 20'-0' POOL FENCING SETBACK PROP SELF SECOND FLOOR 973.75 SF 973.75 SF ROOF NEW 4" V.T.R. III I I NEW 4" V.T.R. I I NEW 4" V.T.R. I I a PROP. ? CLOSING GATE 1 I 1S,°, 1 STRY. "- I I EGRESS WINDOW I ,n WELL-METAL I I I I CO;PORCH DN b GRATE COVER TOTAL (SF) 2817.50 SF 2817.50 SF (11.62%) I I , I ❑ ATTIC 2" 2„ I I ❑❑ EL.1.2 LOT COVERAGE CALCULATIONS: - -- ------L--- ' �0 LOT: 25,000 SF 1 i 2 I I I I I I I Z I Z 12 IIZ 112" 112" I I 1 SIDE YARD I I HAILL i i i i i i I JR. MASTER i I °' BA':TH I I 1 ❑❑0❑ALLOWABLE LOT COVERAGE: 20 ro I I I I ■I I BATH 2 0"SIDE YA D ❑❑❑❑❑ 25000sf x 0.20= 5000.0 SF ALLOWABLE LOT COVERAGE i ' 4 i I I 15-0" 1 1 0 - SIDE YARD I I _._- - - - - Ll SIDE YARDSECOND FLOOR I I I PRINCIPAL BUIL �G SETBACK -, 1 PROPOSED INCLUDED IN LOT COVERAGE I ' 1 Z I I 2" 2" 3" I CO i 2 IZ 3" 2" i 1 D I " I I 3„ Co i N I 1 REVISION SUBMISSION FIRST FLOOR 1843.75 SF 1843.75 SF 2 I L_____ 2" 2" 2" 03 I o . DATE REVISION I- I- II I Il" IZ I IZ I I I I I I., 1 NOTE: DRYER VENT<-`-----------➢ I 12 2 1 2 2 I I 1 12' I IZ 1112 0 PWDR I - O 1 00,00.00 00.00.00 TO EXTERIOR IZ"j IZ" KITCHEN I j I I I I MASTER BATH O L_ - - T '- - SECOND FLOOR 973.75 SF 973.75 SF LAUNDRY , I I ROOM I , 1 I ACCESSORY BUILDING SETBACK ROOM I i I I i 3" o , d I I I El M M REAR PORCH(S) 314.80 SF 314,80 SF FIRST FLOOR FD W IZ" I2" IZ" i GRAVEL ° Z DRIVEWAYPER c MFG MFG MFG 2" 3" i IZ"PER 3" 2" 2" p FRONT PORCH 85.00 SF 85.00 SF co IZ IZ" � Ico EL. 21.8 TO SEPTIC 3' I ---- 2°-------T-------,----� EL. 21.3 DETACHED GARAGE- EXISTING 0.00 SF 332.00 SF SYSTEM - 12" :IZ" BIZ° S86°57'00"W 100.00 DESIGN BY OTHERS i BASE ENT I BATH OOM POOL (BY OTHERS) 400.00 SF 400.00 SF BASEMENT I 1 A VENUE POOL PATIO- ON GRADE 400.00 SF 400.00 SF EJECT. PARK PUMP CO BASEMENT ENTRY STAIR 72.00 SF 72.00 SF PLUMBING RISER DIAGRAM SITE PLAN TOTAL(SF) 4089.30 SF 4421.30 SF (17.69%) 2 3 „ _ , ,I SCALE: N.T.S. SCALE, 1 - 20-0 THERMAL ENVELOPE DIAGRAMS TYPICAL EXTERIOR FRAMED WALL TYPICAL ROOF TYPICAL BASEMENT SLAB TYPICAL FOUNDATION WALL IMPERVIOUS BALCONY I INSULATED SHEATHING (R-6) + 2 CLOSED CELL SPRAY FOAM (R-49) 3 RIGID INSULATION (R-10) 4 EXT.: RIGID INSULATION (R-10) 5 CLOSED CELL SPRAY FOAM (R-39) BATT INSULATION (R-21) INT.: CLOSE CELL SPRAY FOAM (R-12) -- i 2 - - - - - _ _ - PROJECT TITLE. . z -- - I _. .___- , ! _ r' - ➢ -:=-=-,e ---r---,-- -=II ,- I -� r�y',-6-I I'L.RIi_I _Ii..i)➢. � !'II-r-}�-r"'i,�„ y- _ e e_ 1735 PARK AVE ' r -- - - {11 - - - - -, -, - - 4_"f�}`"7,.F-i i )"T,� L i � 1.�5-1_�L�TT"�, -_- - -- - - ' - - . e 1 MATTITUCK, NY ,y r-_' L 1 �I - I i - -' - I - - __I_ I r•. -- SHEET TITLE --La ' : . F I -. _I a _ I- - - I G, SITE PLAN, PLUMB. RISER f - J _1_L_11-i_L_1_I Ll �� =`us T1 - , t -_ '- �1_ - i� i i" P Y oT�7 ,y- v i I-,.�� T r - �- THERMAL ENVELOPE 4 4 l�l �tI - 4 DATE: PAGE: 1L 2023.09.08 _ - •_J4'- - ! 3 ' - I I I �- !ii I 3 SCALE: A-001 BASEMENT FLOOR PLAN BASEMENT FLOOR PLAN SECOND FLOOR PLAN n BUILDING SECTIONS 4 SCALE: 1116":1'-0" 5 SCALE: 1116":1'4' 6 SCALE: 1116":1'0° ' SCALE: 1116":1'4' AS NOTED SHEET NOTES FIRST FLOOR NOTES: • REFER TO PLANS BY STS ENGINEERING FOR ALL FOUNDATION DETAILS, NOTES DIMENSIONS, ETC. • REFER TO DETAIL 1/A400 FOR TYP. FRAMED WALL -7 A301 300 POWERS HANCOCK DESIGN BASEMENT PLAN KEYED NOTES PO Box 400 OWOOD FLOORING:SEE FINISH SCHEDULE AND South Jamesport, NY 11940 INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION TILE FLOORING:SEE FINISH SCHEDULE AND INTERIOR / \ i / O ELEVATIONS FOR ADDITIONAL INFORMATION —�—QT, —L------ --- -- yPOURE NCRETE SLAB:SEE 22 O 23 '�� O DRAWINGS OFOR ADDITIONAL INFORMATION LAP AL VINYL FLOORING:SEE FINISH SCHEDULE FOR I I ? ADDITIONAL INFORMATION I I I I I I I I O 200 AMP ELECTRICAL PANEL:ALL INSTALLATIONS AS I I 1 A Cl PER 2020 RESIDENTIAL CODE OF NEW YORK STATE © CAST IN PLACE P.CONC. BASEMENT STAIR: I I SEE NOTED DETAIL I I I I 6"DRAIN: I I I CONNECT TO DRYWELL(DESIGNED BY OTHERS) I I I FLAT CEILING:SEE REFLECTED CEILING PLAN S�ERED'4RC,t� —I T= } --- HER �T I 0 TEMPERED GLASS • ---------------------------------------� 2 _______________ \ , \ 10 BUILT-IN CABINETRY:BY OWNER — -- }--------------- 30o i i i � � 22 23 • I � 6 •.�;�3 � CLOSET: 1 ROD, 1 SHELF-COORDINATE W/OWNER m i q 88 CLOSET:ADJUSTABLE SHELVES(5)-COORDINATE W/ I OWNER GYPSUM BOARD.: PROVIDE 5/8"TYPE X GYP.BD.ON r----T-------'----'-------------------� i i A4o0 I i 2 13 ALL WALL&CEILING SURFACES IN THIS AREA I 16 I L-------------------.--------------- j 16 Aaol ISSUE SUBMISSION \ o ; , '•o • EJECTOR PUMP I - ------ ----- - -------------1- N0. DATE ISSUE I � 22 " � 23 ' � � � I 6 15 PNEW ER IRC R3ED RISER D HANDRAIL: NYS SUPPLEMENT 1 09,08,23 09.08.23 0 INTERNAL ROOF DRAIN I I II ` i I I GYM/THEATER I i I 17 TILE WALL FINISH: FULL HEIGHT AT SHOWER 4 8 I „ TYPICAL INTERIOR PARTITION WALL:STUDS @ 16"O.O. 'r'oZ t 2•0 V 11 is-a I 18W/5/8"M.R.GYP. BD W/SINGLE TOP PL.+P.T.BOT. PL. Ep 13° I I 21 ' 'o PROVIDE ROXUL SOUND ATTENUATION INSULATION 19 5 dN I I I I (OR EQ.)@ INTERIOR BATHROOM WALL CAVITIES. O I 002 I I I MECHANICAL UNITS FOR HEAT/HOT WATER: CLOSIET I 9 20 SEE ACCA MANUALS J,S,&D(BY OTHERS) I I oos I I 21 CONTRACTOR TO COORDINATE FINAL WALL DEPTH AT I THIS AREA w/REQUIRED SPACE FOR WASTE LINE&CIO 12 TYP cAL I I Up LINE OF WOOD DECK/STEPS ABOVE:SEE STRUCTURAL 22 DRAWINGS FOR FRAMING&FOUNDATION INFO. G MECHANICAU ' I I DN n 23 TYPICAL DECK/PORCH FOOTING: REVISION SUBMISSION WH � 24 I i i i i i I I O SEE STRUCTURAL DRAWINGS STORAGE N0. DATE REVISION v 07 O TYPICAL BASEMENT POST: 24 m I I I I I I I 3 8 13 I I -0 24 SEE STRUCTURAL DRAWINGS a 000 20 I - - - o L I 1 00.00.00 00.00.00 • - - - ., AIR I — I I I I I ooe ,� � � ,.i:.:';. 18,`.'. ooa • . EGRESS COMPLIANT WINDOW&WINDOW WELL: HANDLER i i i i i i i O° BENCH STORAGES I 25 SEE NOTED DETAIL I I I I I I 28 I 26 DEHUMIDIFIER COUPLED TO NEW AIR HANDLER UNIT I I I I I I I I UP 9 MECH 26 i i i i 115 — —BATH s R ®® 13 I 27 SHOWER NICHE 24 — — — — ool 2 8 17 TYFiCA ° R BENCH SEAT: VESTIBULE — e 27 4,•�. �0° 28 STONE SHOWES AB TO SELECT BY OWNER oa � ®® U(D4 19'.2° �o° 24 4- 12'-8° 19 29 - �^ ooz 30 - I o03 • 11 I BEDROOM II ooa O 32 -- A400 4 2 o STORAGE o � 33 - U 15 2° 3' 2,-3. 25 Aaol • �N I Y • ^" oot A3ol S MBOLS a • ° ° .° ° ° ° A° —I — r — — I PROPOSED 2x FRAMED WALLS: REFER TO I SCHEDULE BY STRUCTURAL ENGINEER I • I PROPOSED POURED FOUNDATION WALL I .h" ©—� -------- --------- /{�=)- ---------------- o - — — — — — LINE ABOVE 22 23 I i ------------i ---------- LINE BELOW I I I I `-------------------i ————— GUIDE LINE/CENTER LINE PROJECT TITLE: x ELEVATION TAG 1735 PARK AVE I I x MATTITUCK, NY SECTION TAG A301 30o X SHEET TITLE: x x X INTERIOR ELEVATION TAG PROPOSED BASEMENT FLOOR PLAN PROPOSED BASEMENT FLOOR PLAN X 1 ' — XX DETAIL MARKER DATE: PAGE: SCALE.4 - 1 0n 2023.09.08 S EXTERIOR DOOR TAG SCALE: A- 1 00 X X WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: • REFER TO PLANS BY STS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, DIMENSIONS, ETC. • 5/8"GYP. BD. ON ALL WALLS &CEILINGS (U.O.N.) 55-6"OVERALL (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) • ALL APPLIANCES TO BE OWNER SUPPLIED 20'-0" 20'-6" 15'-0" 52 EQ EQ EQ C EO " FLOOR PLAN KEYED NOTES 2 O AND NTERIOR ELEVATIONS FOR ADDITIONAL OOD FLOORING:SEE FINISH SCHEDULE FORMATION POWERS HANCOCK DESIGN TILE A301 300 O OELEVATIOORING:SEE FINISH SCHEDULE AND NS FOR ADDITIONAL NFORMATIONINTERIOR PO Box 400 ' _ - � _ __ __ _ South Jamesport, NY 11940 Iz ' 3 11 0 zo �m 11 zu ® IPE WOOD DECKING:WITH CONCEALED FASTENERS CANTER 0 N m PLANTER -- - --- - - ------ --------------- --- ------------- -- - ---- STONE PATIO 5 --__-- ---------- - - -- ----- ---- ---- - _. EXTERIOR WOOD STAIR: ON GRADE D WN �7 3TR © CONCRETE STAIR: PATIO ON GRADE: DECK --- —----------_-.---_-- -_. -_ i® o O COORDINATE FINAL DESIGN W/OWNER 2.0• 14-6 3'-6" - DECK EL.-0'-4" ----- - ----- m FLAT CEILING:SEE REFLECTED CEILING PLAN ------------- - -- - i CATHEDERAL CEILING:SEE REFLECTED CEILING PLAN 11 PLANTER36 hN _ 10 TRAY CEILING: BOX TRAY CEILING.SEE SECTIONS, (EREp ARA NOTED DETAILS,&STRUCTURAL DRAWINGS G�5 C ----- - - ------ - - ---- - -- ----- - - --- - - ,.. I pHER i O N coF EE z O 11 WOOD PLANTER: REFER TO NOTED DETAIL O G 0 cl STATION I z I i 0 0 I-¢ i _ ;Q a L °N "' BUILT-IN MILLWORK ELEMENT: * O 30o I- -I D WN - - --- --- - I I ¢ I F I I I 13s°swK 117 - ----------- -------------"- - - BY OWNER - - --- - TR. 3 RI. D' - ------ -- - --- — - WOOD BURNING INSERT FIREPLACE: , COORDINATE FINAL DIMS W/SELECTED UNIT I �'" - - - - ------ --- -- -------- -- -- - - - - - -I - —- - - ---- -I — DECK -------- -- ------ as - 14 RAISED HEARTH WITH WOOD STORAGE: SEE INTERIOR ELEVATIONS �V �---_ i I 16 I IT16 I I 1 ( i -- DECK EL. 0'4" - ---- ----- -------- -- __ __ ___ z L _ J L + —1 L — J o DW -_-- --------- -_.- _. _ 15 NEW CLOSED RISER STAIRCASE AND HANDRAIL: III -- ------ -------- ------ - - $ 35 - -- -. -- r2 PER IRC R311.7 W/NYS SUPPLEMENT ISSUE SUBMISSION g I 16 SKYLIGHT ABOVE ----- N M---- -- ----- ----- --- ---- - - - - - - - - — - - I 22 22 -TF_ NO. DATE ISSUE - ------ - -- 35 I © z KITCHEN DIN -"-- -- -- - 17 LINE OF SECOND FLOOR ABOVE 1 09,08.23 09,08.23 — — ----- DECK --- -- ----- AaOo ® �e °N M sz— � —� DECK EL.-0'-4" --------------- I M M -- - -- -- ---- - -- ------------ -" i 18 WINDOW WELL BELOW - -------- ------------ ---------- - r,:r r- s-s x3 o ISLAND o 19 STRUCTURAL POST:SEE STRUCTURAL DRAWINGS FOR T I vEc.i "PULLOUT I -� I 42' ADDITIONAL INFORMATION I I PREP IHEE' I I ! FRZ. I I 20 OUTDOOR BBQ: PROVIDE U.G.GAS LINE FOR BBQ � EQ EQ I I I I I SINK I I I I J J -- ---------- ' ---- '---L__J MASTER 118 I I I i BEDROOM � 21 CLOSET: 1 ROD, 1 FIXED SHELF � I 1 1 O® -1 � ,2'-„2" I 44'-0^ 2'-a" ,a'sg° 22 ROOF DRAIN: 36"INDUCTION 35 CONCEALED _ PROVIDE ACCESS HATCH WHERE APPLICABLE _ r COOKTOP PANTRY 114 1 23 CODE COMPLIANT GUARDRAIL: REFERENCE DETAILS o i 6 I I 16 I I 16 I o I I —F06 W ALLL 0L — LJ L — Jz 12O N \\ BROOM O I � I CLOSET I Gw � 24 EGRESS CODE COMPLIANT WINDOW 19 25 BRICK VENEER AT CHIMNEY REVISION SUBMISSION u, 126 o I ! I I I I I 115 TIP CAL ! � A80VE _ - - - - - - - - - - - - - - - - - - _ DIN N0. DATE REVISION 9 a I I 00 '0 26 WALK IN CLOSET:COORDINATE SHELVES&RODS W/ II N I 13 I I IN a CLIENT PRIOR TO INSTALLATION ! - 1 00,00.00 00.00.00 lol � "` _ IO2 I 27 TEMPERED GLASS LU LL w _ 27 28 SHOWER(CURBLESS): FLOOR JOISTS DROPPED @ I ! I I I I I I II a GREAT ROOM I I I I I I I I UP II CLOSET J o THIS LOCATION-REFER TO STRUCTURAL DRAWINGS OO I I I I I I 15 q 12 I ��O(D 30 MASTER BATH 113 29 SHOWER NICHE O26 = _ 1 -35 2 -8- 33 112 RECESSED MEDICINE CABINET TYPICAL I I J J-3' o I 2.9" I M 10'•1' T•52" 52" 5'0" 5'•" 3'-0" 3" 31 ROOF BELOW 5'" I I 2 ---- _ _ - 2 8 SHOWER BENCH SEAT: oa 4N STONE SLAB TO SELECT BY OWNER 29 ` FOYER � — — LL 'I 28 33 ELECTRIC RADIANT FLOORING @ BATHROOM I _ I _ _ I ° a, I Q PWDR �?.I 100 101 I 102 I T- T` O 05 x 32 SHOWER I I 35 I I I F.F.EL+o'ol° ROOM Z — X I r_L-----L_____ U 21 (DATUM) �. ;_- -__ m :;. 34 FRAMED KNEE WALL A400 2 O XXX BOOKSHELVES N N 2 5,- LAUNDRY m 17,9AL 12 35 TO SELECT BY OWNER 300 103 2 i 2 8 POOL ALARM: PROVIDE CODE COMPLIANT POOL ALARM AT EXTERIOR DOOR(S) I - 6 I e A401 I ---� EQ EQ 04 A3ol —'— HOOKS I - I SYMBOLS bN bN - A301 --- - ---- - - - - - - - - - - �,:<._:, :: ;, _ � STUDY -- — COVERED ----- — _ 1 DI PROPOSED 2x FRAMED WALLS: REFER TO 104- I SCHEDULE BY STRUCTURAL ENGINEER PORCHDECK EL.-0'-4" 105 PROPOSED POURED FOUNDATION WALL --__---- (DATUM TYP.) —�_ - l j 4 --- - -- I -- - - - - - - - - - - � �N 24 I -------- ------------0----- --- —I --- I 27 — — — — — LINE ABOVE - - 6� ti6 19 0 z� _ 106 107 108 109 110 N ° M / ---------- LINE BELOW - - - - - - - - - - - - - - - - - - - - - — XXX 1w" EQ ED �'•�" -—-— GUIDE LINE/CENTER LINE PROJECT TITLE: EQ ED 3'-0" 2'3f' 5'-9• 12'-3" X XXX ELEVATION TAG 1735 PARK AVE 20'.0" q q 16'-0" I 15-3" I 2'-3" a'-6" MATTITUCK, NY x ss'-6"OVERALL � X-XXX � SECTION TAG 2 X SHEET TITLE: A301 300 x -X X X INTERIOR ELEVATION TAG PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN X 1 X DETAIL MARKER r- XX DATE: PAGE: SCALE:4" = 1'-0" 2023.09.08 X-X EXTERIOR DOOR TAG SCALE: A- 1 01 X-X WINDOW TAG AS NOTED XXX INTERIOR DOOR TAG SHEET NOTES FIRST FLOOR NOTES: • REFER TO PLANS BY STS ENGINEERING FOR ALL STRUCTURAL DETAILS, NOTES, DIMENSIONS, ETC. • 5/8"GYP. BD. ON.ALL WALLS&CEILINGS(U.O.N.) (MOISTURE RESISTANT GYP. BD. @ BATHROOM'S) • ALL APPLIANCES TO BE OWNER SUPPLIED FLOOR PLAN KEYED NOTES '' ' 2 I O NOOD FLOORING:SEE FINISH SCHEDULE AND TERIOR ELEVATIONS FORADDITIONAL INFORMATION POWERS HANCOCK DESIGN TILE A301 300 FLOORING: INTERIOR PO Box 400 ONS FOR ADDITIONAL INFORMATION ELEVATIONS South Jamesport, NY 11940 I I ® IPE WOOD DECKING:WITH CONCEALED FASTENERS O EXTERIOR WOOD STAIR: © CONCRETE STAIR: 35-6"OVERALL O PATIO ON GRADE: COORDINATE FINAL DESIGN W/OWNER 2a'-B"GABLE END FLAT CEILING:SEE REFLECTED CEILING PLAN 4'-42 EQ L EQ 4,. . 0 CATHEDERAL CEILING:SEE REFLECTED CEILING PLAIN G\S�EREDq,QC TRAY CEILING: BOX TRAY CEILING.SEE SECTIONS, tv GOPHER G 10 NOTED DETAILS,&STRUCTURAL DRAWINGS �.A 31 11 WOOD PLANTER: REFER TO NOTED DETAIL * U N 12 BUILT-IN MILLWORK ELEMENT: cD BY OWNER 300 13 WOOD BURNING INSERT FIREPLACE: 9j�043488 COORDINATE FINAL DIMS w/SELECTED UNIT 4`( 14 RAISED HEARTH WITH WOOD STORAGE: CD SEE INTERIOR ELEVATIONS NEW CLOSED RISER STAIRCASE AND HANDRAIL: 302 15 PER IRC R311.7 W/NYS SUPPLEMENT ABOVE 23 ISSUE SUBMISSION ^N 210 209 208 16 SKYLIGHT ABOVE -- DATE ISSUE - 22 - - BALCONY — - 22 - - -_ - - _ M m 17 LINE OF SECOND FLOOR ABOVE 1 09.08.23 09A8.23 a A400 18 WINDOW WELL BELOW o of 19 STRUCTURAL POST:SEE STRUCTURAL DRAWINGS FOR 31 I o O ADDITIONAL INFORMATION I EQ EQ A400 BEDROOM 121 r 20 OUTDOOR BBQ: PROVIDE U.G.GAS LINE FOR BBQ 21 207 21 CLOSET: 1 ROD, 1 FIXED SHELF 17'-3j" 2' 14'-q" 5-2 31" �t" O ROOF DRAIN: 2 I cI 521 JR. MASTER 2 22 PROVIDE ACCESS HATCH WHERE APPLICABLE 10 o BEDROOM MN o 23 CODE COMPLIANT GUARDRAIL:REFERENCE DETAILS zoz O® \)v 24 EGRESS CODE COMPLIANT WINDOW zoo g 19 �" W I I I I 15 i � Tv IcAL � � 25 BRICK VENEER AT CHIMNEY REVISION SUBMISSION IDN 204 f 301 N0. DATE REVISION O I I �NJ ABOVE O WALK IN CLOSET:COORDINATE SHELVES&RODS W/ I I 26 CLIENT PRIOR TO INSTALLATION 1 00 00 00 oO oO Oo HALLWAYN 27 TEMPERED GLASS 203 o -_- 33 - � 28 ZD SHOWER(CURBLESS): FLOOR JOISTS DROPPED @ 25 I 1513 up 29 THIS LOCATION-REFER TO STRUCTURAL DRAWINGS l l i 209 F+� 1 g BATH - o 207 06 C`K_ � TY CAL _ R00M— ? �. 206 29 SHOWER NICHE LINEN _R1 0 2 8 SHOWER -I 30 RECESSED MEDICINE CABINET 32 27 _33 a 1° 2-0° BENCH - 30 - -5- 31 ROOF BELOW SHOWER BENCH SEAT: cn 27 27 STONE SLAB TO SELECT BY OWNER 31 "ter of 204 205 BEDROOM EQ 7'-T EQ 33 ELECTRIC RADIANT FLOORING @ BATHROOM N ! 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I-j I { i 1--� ]-` j _ -l- -f___ AL t, a _ 1_�� � 1-: � lit] IIAL 1 , _I — t I :=1� =i- _ - ��_=s =i ce_ J ; _ + 1 ��� 11 l ILL] �l l L[ii l J}_ ;__ y 1_�=1 - �� - } y _ J I - $-- a-_ ] {_t __ t 1 � � _ ,- r= � _=' j1.= L i Llll=[1 llLll !.Ji,.'-1 ­1 - 2- _L S I SYMBOLS -_ - -' - - A301 I �_. _ - - - - 111 11 11 -_ —�— I � - 1 -, t- 1 -;- - , --t I- - - =f -- 1 1 Y - - - __, �r - ' 1 i1 1 I.11 l l 1J 11-1111 1 1 L I -j - A301 .� " '-'- t' 1 _ _ - 1 _+ 1 j� #� ,' r t f _� r;- -- �,- L 1Jl ,l 111 11 L I.l -, >_ 1 W �l �� -t � _ -1 i 1 1Li11.111i �Ll 11 �- - i,- - llI I!J1 J 11! 11ll 1'11 5 /j y yy PROPOSED 2x FRAMED WALLS: REFER TO �-i_== 1 -J - 1 I 1 , I I. 1 AJ � - _ �.- 7 _, -- - -��_ i _ '_ll II 11 �u 1L iiLlL_11 11 Ii_� r111J �1_I LJ1lt -L:.!i 1L,�liiji Lit11J1111_JL, 1_LII-(I aiilll -i 11.I _l�-ll_,ii + _f_ _ - L_' SCHEDULE BY STRUCTURAL ENGINEER - a I_ 1LC111 1 11L1J ,LJI 11 U ,1,�1:111 I :._l11 1 ,uJ L LI 1 [ 111 __J l_1 1;111..1111 ,l1_ il_ 111.: 1L11,i-1f 11 t 1 1-J-= ; ._=t=-- _ 1 1111 i1 I1 -1 �_ 1 _ I,111, 11I11, 1 lJ,I 11 ill ll 1 111 I1, i 1 LI II i[1 J I I [I !Il J 111�Ii 1L1-,. JJ L'1,_1L_�l_11L LILL1 ll i111_�L, I �_ -1 q= -JI,-1 It 111_.U11,11 J II_L LLLI!l 11L-i1•I Ii It Ll ! LL1 :'1 1 ,l,l!1LL.,II- 1• .Iltil`t 1, 1-1- !I-!' 11 111-1 J 1111 J1 117t,1:111-,,J ll J,L 111 -1J'1'1 1 '-1 :_t - -1- -t, �_'-;={ -' 11 ll_, L1L111LI!_1LIL,�111t-1_ i„J�_111"'l L_IL1I 1! LIr'-1 L1 J_Lh> J 11 LLLi.''1_,LL11_ 11 l I,l u.,LJ 111i IL_IL1,!.�It1.I :ll,:-., - __-i_1_' ' 'I .1 PROPOSED POURED FOUNDATION WALL Q# �� �! =i1 I ^2 ! L'IJ J.I 1L111'1 1, Iliti1' 1LILLLL�lt� 11 !ill 1 1LLll ,iL1�jiL:J l ,I�-1 ,11L "J'�I 11!:11_Wis111 t1 1il[�Il lLi11 111 I1 . ! L_;11 _a=_1 1 a - L, 11 / 1:J J 1 1i.: 1 1.1111 11 1 L IL;1J 11 11 111E ,ll l 1 1 L tJ 1L 1 1 1 1 _ 1 L ,11I11._,1J 1._L I ll I. 11„ 1 L L I:li__I 'l11 ll_lJ� 1L l 11.li i _1111 I L111.1L 1_L J 11 11 !LI f ll'1-'1-ELll Il -_l LI 11' t 1, 1 I _ 1111;1.-.11Ll1 I Lju I 11t lilII l I ., [: 1 III 1LILi 111 1 1 1L 1.1L L I- - .1._lI ll:: 1 1 1 -�- I ': J 11 IL._1 IL I! ILL 1 l l_I..I l 1111 11LLL 1 5 1ia1 Il 1 1 _, 1. L 1 1, . JI L — — — — — LINE ABOVE `� ! l'11 111J1_111L�1_1� J1L'l_1L1! 1: ,:Li Ll_11 J 1'I.1 r 11 i1 L I1 1,it It-1LL1!,._llLtil ll Ll,l_11:I,LI,,!A 1l_LI1L 111 1L 1!1I 1;I,!1_: 1' t I 1 1_ Ill��:.�_ 1 ., I r-1=: ]� 1. I,A R L ., 1, ,1,I 1, Tiit 11.11 ILL1 ,T,'�TI 1.-1141-t1-11 4 t:1-4:ALLL4I-tl;1a u ,� 11 1tl 1 �, 1 .,, , �- 1LI1, 1IL l.l 111 1 1111E JI Jl4i_J J_iI�.111 L 11' _i L 1 r�l_ii IL'i1 ! 1! 1L L .I JI. i.111.!11 J` LJ I 1 L 111J 1 J 111,1111'J l 111 t1 111 ! 1L 1 1' 111J l'L 11 Li I l ll 1[-".-I 1_ 1_ 1'IILI 1 ' J L �11_tIl Jll ,U1 ,111L1ll1ti_1ii:u[1 1 111L�ll1,1 J_lllLtlj!II Jl,�li.l :Ll;_[l.L!1.' 11IJ1J1111i;1i_1LI! Lt 11J1J1ILltJllLli il1'1-'I !t1i-l"I'1L :I, - . it _ j '1' 1 _I' ! !. ll iI 1 __I 111' ll.l !: 111.1 1 l I Lt LI ---------- LINE BELOW —-—-— GUIDE LINE/CENTER LINE PROJECT TITLE: x ELEVATION TAG 1735 PARK AVE MATTITUCK, NY I I x SECTION TAG 2 I x SHEET TITLE: A301 300 x x x INTERIOR ELEVATION TAG x-xxx PROPOSED ROOF PLAN PROPOSED ROOF PLAN x 1 1�� _ 1 XX DETAIL MARKER DATE: PAGE: SCALE:a — 1 0 2023.09.08 "I *`� " I IEXTERIOR DOOR TAG SCALE: A- 1 03 sWINDOW TAG AS NOTED - O INTERIOR DOOR TAG ELEVATION NOTES / ---_---_ GEES /` � N BUILDING HEIGHT ---------- -- �= ' -- ---------------- ------ OO ROOF:ASPHALT SHINGLES L: 1 1. L1L s 1, 1,L 11 L1 ll L1..1, I! L.1 tl_.1LLIJ' till,:-1 1, ; ,I 1_! L :,1 i L COLOR:CHARCOAL N 11! ''!IllJ111t,'-11T1111111 I1 !1_llll J1!iJ. lil:Jl_,IIIIl_J1I11JW_L1W11!i11J1J1Lt11 , yll ' i J1 1�!I_Il_i] 111 L L II ILLIJ_ILI1 II llll 1-11 L' ! !1 ..11E J;J l._ _ILW�_1L1LJ1 1llL1llL 1 W111J 1L rl L Li.�_1�IL111 SIDING:CEMENTITIOLIS LAP SIDING / 111 LU_'_1.L1L l-Liu EAU_11. f1L!J ,1 I1J1 11,iiiI ' Jl ,L111 1 11 II 11 L! If!1 111 I''.Jlll!, 1J L'Jl_.i11 !_J1JL it 111.._!1 1111L1LI1.-I O COLOR:TO SELECT IL L1i,_J ill-i , '! 1J.1' " 1. I l,WL JiJIJ11 L_!1111J'i,I-11 1L111;__I_!. t1.,l:JJ111L1._1W '._1L1; t111 J' !L 1 Il 111 11 12 = ! 12-11JI �I i1!11 111,!!1.1]1LI1,I-iIJI111,11-]1IIU_ILI1-11;Lit-1_'1.ILL.11J11L_11-dili_�l�'L!ll,l i1l_l1.!i_.'IJIJi1!111 'III!IJ1_!_I J� 1�L.l _J11L_I 11 ll J 1 'I_ll L 1 11 111-1, I If--] _:I 1.IlJ i �_IL111 1.1 L_11 LL,L11i11 . _11,111 LII 1i I L 11 ACCENT SIDING:VERTICAL 1 x6 COMPOSITE 1_L1WL!_Lll111'a 1LLL„ J WI J J, 11 ,J1_I l l 1i 11.11 -it, .:1 J_111 i1J_L.1. 11! 11 1,L 11 :1 1_11 ! I!i1_-_'1.J__1 O COLOR:TO SELECT / -=.r. 1,1 L' It :11 !1 IL1I-IJ-I!;L 1W�_i, 11JJ_L_lil JI 1l1_lL J111 !!1 1!_11'1 !1 till_I itI'l .I. !L1 1 11 L II 1111 Il�'11!-� , 11-111..1.ill \ it-'] 1! 1tIWIl1LllJ111-i111 Jl_, tll-1J_'J1I111lI-J1'LllLIU W1-1-il 1�.111 J..I_: Ili_1-iW l WINDOW TRIM:5/4x4 PVC 6 11l_11'1 1 ,Lill 1 L lL1W l 111, !I 11 11L.III ! 1.1'L!1: 1i.1 11 J, L111I.Ji�l;J 1 L111L l:l1J .11,_JJ 4 J_LJ 111 ll! Wl l 11JJ,,II :'111,1ll,1 . i II !l l l l 1I:1 1111_ll 1 I1 iJ!'11'l _! 11 I! I Jl ,''!_ IL I',i��1 O COLOR:TO SELECT / F'-T_ -7 ` g _-_-- --- _! 1!iLIJI)iL Il1i1L111111111L11 111Li.1 .I lILIL lLl'11WL111L1L'1H JA IJ;JII ,JIL I111 !1J.! \ 1l -1 II 1L !I J 11 IILl11 ll1L Il 1 1'1'i-11 4l 1 I111-II! I111JJ11 1llL,1J111L,11 1 1 L 1 11 L. _l 1 WINDOW HEAD: PVC. !1 i 1,J 1 11W_1! I1,' P -I ll Y ll JILLJL111 J 11 L L: ` O PROFILE TO SELECT 10 � � I ,i 111! 1_LJ I l L 11JJL�111_Il L:11 ;1l�1; J��1_1JiL 1JLa-1L1 Wl I,i; 11, 1111_1z11 Il 1'.J 11 L11 i, 11 1- . ILIJ 1! 111! tl 1�1'1L '.11_:1J 11 I Il 1,,1J111 l Ill !LI,1! !I li ll-l1L 11 1.11! III 1 I_L!j \ _ 11Lf!l 11L7,1 ILI�;I_L 111,�ILL, II Jl_ 11 !111 11' 1J1 AI I111:!J111 1 JL1-11 i'1 L il,i'!1 FASCIA: 1x8 PVC i -_ 1 1 L_111LL 1L L 11 �11 ll 17!I L'_!1 �N IL!I JL11 �111 WJ111' 11' 11_l.l '�l !rl 1 ` © COLOR:TO SELECT 1 s - ------------ - -- --- 1u_"ALL l 1J �IL 1L1L:1111ii ]._�lit 111-111 I`LIHIJ WI L,111L 11I__� f!If 1-11AULIl%,1-1' -� POWERS HANCOCK DESIGN J1JJ1 111E l Jl,L 11 :l II � 1JI J O FRIEZE BOARD:VARIES.SEE DETAILS J11L,L1 11L.1_1 IJIJ 1J_ :. .T i 1 LI 11'IJlI lJL 111 II :l- it 1!_I I, 1!!I Ii Il 1LH it III Ill-il-ii-li1LWlJl,� ( O.H. COLOR:TO SELECT PO Box 400 LL.1L1.L Lil TIL J1�.I_i1_ll11_II_ 111E till _li�La_111L'L111 Ell a (TYP.) 1L111.'. till!`I``�11J1 !`I J'111';II L' 111+;'LI1 it W1.1 1i-LI 11_11;,I i111.lh! 1!1111 - ---- - I LI 11 I — ` �� .111 J , I' !.J ' i 1 I - - --- --- -- 111L�lLl�lJ lLl ll.11_11111a. 111 .I J1L.1 ,! liJ i_1 1L .1 ---- ----"-- --- / 1 IL11 Ll l;J J 11 I I 1 -- __._ _ _ _._.__ DECKING: IPE(WOOD)-or SIMILAR 1LI_LJ_W_Lll_J_1LiW l llLL i IJ 111J1.L1 l-lli1-11_.,1i 111_.1 11. it-i1 1 ,L�1LI g 11111J1J1 : J,1111ll11J1J1J111aL -Lllli_J_ll1�IL-I 1L1L'J1111 1ItJIIi_1' 11 _I1_.1ll> LJl � CONCEALED FASTENERS L: 11 1:'JLLJ 1IJJI.IJI1..11.1II:1'111i 11.1W11I 11'1 L111L 11 -11I, 11J�1I llJ1 _J!11_I11LI[ iJ111il /// \\\ 1 I 11 L11 I, 1).1_L 1111._ 111:1 11J1 IW JJJI�.L I J.L11 L ll JJ,11J111111 ��J��i iL�1 iI;1.J.�lljj��IjLW'.J1 1 ------ -- / LJ 1111_l _LLLLI_L.L1L! 11 11 L141 LW;J..11_l .L1li 'I�l 11 t ,1,L,II-L.1J.JJ_yL_ l.LL i_�1_J1J ILL L' 4 = _\ 10 CRICKET:METAL ROOFING 11111 '1� 'L,L1� QUILL I[ IL ll11_IILllllIJ1L�I!ILLL _J IIJI Il I JI II.1111i11_JWI;I_11 L �tII '_l \ i 1L 111 1_,_111 LIL11IttlAh Ri lii 1J11 I III lll_1,.I 1 _11 J1JJL l:J !1.1 I!I 1111I, 1111.11-.111111.-L1I1111I 11 -- / W o \ L111 !.1111J1 Il .J'111J_iLJJ_LL!_ILI tL 1 J11�1L1i l . 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Li ILILL1,iJJ_WLJJilli 1JJ1 1 1J I, l!Li 11�I-J1'L J IL_ Ii 1i U1,I \ BLIND FLASHING o '� 1111!1111 L 11LJ Il� IJ �!_Ll1 - l ILL ..11 1! l L lI ilL f o _ ,LI,-!L_J 1LJ 1 11.JI.11.1 -I.1L1 L1111.1..1.1,_1 1.L1.J_L 1l Lam! J._�1 �� - lJ 1, lI :JJ :I 1 , I 1 .1, J " I_ 1: 1 J_ 1_I _1.11.1!.I1 _1.:�_ li,1J 11I1.1.1.1111�( IJ!-- __---_- 1 -----_- . --- -- - __-_---= _= � q 6"O.H. 1'I-11!' ! _ it II jl �I --- - -_ - L111L11]-I!L 11111 I;:1' ,L.:,11, _!,L.: 12 '4/ 1 1 1 1111.1I-ll1LW1J !�LLL:1.1 �'.,,_111Lu-_ 11-i t- 1:t, 1_ILaI �u 1 I,.0 1_ ._.L:. . _11 11 ate_„_1._LL1i1.1 '_1i11 '_JL1_i_1__Ll1i L1_ J, L : _ L I I JL 1 Jl 1 Il-Ll L_1111_I,-IJ I_C I.1J_ll_11,11.1 LLiJI 1 LI Il . 11 Ll, L 11 ll J ;I_a f J_ L. 11.I L: N M (TYP.) L 1.1' 1J_ILII_;1 11J 1Li LJL-_l:-W' -LIii_LLILi L-I11'-1!_111.LI' 11-11-1J�lJ!.J1.i I-1_1llll_l 1 Litt ii 1L11 It 12 %T �1 !1 I' I 1 U J 1 1 5 / � � � _:l IrLj. J111.:_.L__l1. 1>; .- ..-Ll_l1-I _l.-1 !L-I:.W LL 111-ill _1W 11 1 it_: 1 ,,_1 h1 !I_T1I1.i1__llll,J ._1,11�.11 ll-1, _, I:LL11;_11_L'-,,1-_. M II- J11 Il-1WL,_ �L _LJ_ :L llJ1W1L1.11-111 i u W1 11-1J,L1 11LJ1l;LIIJLL1111J1-:,_,111- 5 1 TIJLL 1 ` 11 llI u 1 L.� 1--11 ,. 1L ..J L11_.J1-1 1J�1L1L1J11'la_I LW-N_1i:111_11,1-L,L1LJ!.J1_iI I[IJit11_Jl_IIIll 1J 11 L._,1-1._...1_l_J.J:L1.1Li - ll !L11. !11!!_111L11_11_LLL 111.LIL1-11! J1L.1It1-,IJI_il._1lI-J_-i_,,-11 ,111 l-J_-il_1LJ_J_J 1.1_:;_11J11111 1 -1,, - - T. 1L 1 ;'1 ' ,' 1 1''! 11 _1 Al z1�1L1 �J I I ILJ111,1_::!T1 l_: I_l.!11L_L W_ �„_1!L 11 ,' J1 1111E 1�I.:11_I.;111! 1 I, 11!1ii !Lll. 11 LI 1 111 11 I''I II II 11_. I '1 !111. 1.1.11.111_ 1 FIN. FLOOR @ SECOND FLOOR - �-- _ . _ �� -rl -- -- - -- - --_ --------------- — TIE.iJ la.L 71I'`11Zi�1 I:1?1 .:-7 _?I : iL „_,_{, -L:::_,1_�L�L_ __ c-LlL.1 1 ,.,1L1;1:i C-i l"C^, itl 1 rl_T `�- �` III' II , III 1111 , II III I \ t�RED,4R -- ----- - 111 i Ili I ---------------- --- - �e<;G'(OpHER G A�`i,� F W --- / a Z o � 0 _ _ - --- - Lu ISSUE SUBMISSION FIN. FLOOR @ FIRST FLOOR - --------------- ---- - -------- a �� -T--T ( j , NO. DATE ISSUE 1 09,08.23 09.08.23 PROPOSED FRONT (SOUTH ) ELEVATION ill _ II SCALE. 4 - I -0 77 Z ' 0 --------------------------------------------- - - - = BUILDING HEIGHT . - ----------------------- - L., 11�1.H_ 1 11,!_- '1 ?� 1N �Il 1 ,11,--I 1 1 ,_U-11 1 1� LI LL:1 J11_l�l il. iJ-,'1- 1' I'.I1-I: t YYY 111111 I l.1! 11 �11J11 ILILL IL_L11L1LW�II_J , 1-Ma It ' iL !1L U111JI l !- -11i1I1_I,_1 !-11]1ILIE1,'J11L!' 1!;Ltl!')1_I1.111--J1 JI.111L: .!111JIi.11 it W�1'L J;.l 1-111'L J 1 WJ1:-L I 1 ILL J` L,L ''Ar'_�I l_11.. ' i''!! ! 1_,,!_Jill I' L1 1 L '111 11`!-I:.III!If.1111.1._J111;1 ll 11 11 If LI _J I I.1: 1 L I-,.1L I'1 I ', J 1 1.11 �111 i 1 J1 . 11l_ .1 1 l_II '1I11J_iil r - - - , J I Ill_l,l J11i! lll'_ W 111:!1 1l 1'I.1L1LI 1 11 1J 1. 1L111�JJ- - 1 t 1 li 111, 1 L 1 ll I. 11,1 tills 11 ILL 1111 L�11� 111E Il_ IT 111 lJ 1 W 1 J1 ! . !1 I�Lt 1 1 i1 1__J J I' 1 1 1 ! I ll l rl 1 J 11 1 111::1 w,v " 1 - -L.u 1111 �1 L1' J1JI11 ;11r ->� '�1 I 11 REVISION SUBMISSION I I I:J!_L_11 L11.1. ILl jIJL{ 1 ill 1'Jl_l l: I LL ,!_ 1LL IL 11-111j],ji 11.11A . Ell 11 i 1J Ii I LL., 11 L �11L1111J,J 1LLIJ all 1,.J11,J, L I_ J11 _1 1 rJLWI_11 L _1 11�111_ .1.11 t!L_1111ILJJI !-111' 1: .I Il-I I1;1_JL1„_11IJ1 I:J,11, . I .11 1 11 L_1 IL Il I'11J1J!,IA L _1_1 11L1�HLill!11ll1 ! L,1L1LE ILIL _JI 1l I LU i 111111 111 ll L.1J it .:1�!1 I, !J. !.!111111_1LJLLIiI !. L 1 11J1 Ja.J l 11 1.:1_l!J:. �1 11 ' 1 '1 1 - _' _ _ill_ ! i11IJi_I!.,J Ii Ilfll.'!'T 11 .[it fit! L-iiLUIJ_1llll_ul: j�11 J1 !i'1.1,IilL` NO. DATE REVISION 11 11ll [�J !1 L'1I_LIJ J_1LT1; 11L1W 1L.1I,,,Ll JJa,.1L1 ii 1l 1 L H..,11J1: L 1 iLJ 1 t L.LI i:.J11L,_W1J 1 1. 1.iL -I 111 t 11 Il 1!. ll- L1 JJ,i !1111JLl.LLll11 1,LJ JLJIJJJ111 1j 111JWJIJJJ�L 11 11 iW J 1 aJ, ul '1 i'_,1]1 L LJ11 ;I!1!! l ,1L I1J;11L111 L11JJ 11WWI 1.111J 1j111._I'LI 11-;.I,ll 11 �L_ll 11 11;.11 W 11, ILD IL1l_-1.1L_JI 11-11-u. 11 li LI . 1. 1L 1 1.11 I, 1 II.L 11J11 i lI Lill I:J JL 1111JUW ll-J i1.11_IIJ_1T1._ILL,11 : .t 1 00.00.00 00,00.00 1 L 1 11 l 11 1 :LIL1L'J it L1 J 11:JLi.L11-.11W' Li I [ul 1 _ r- T LLl! i1 J�11111 it U 1._i1 1,1)Jl 11 i J, 1 1!.]1 1 ,i:_1-1!L Il 11 it!J I LL W1I 11 1L1111-L 11-ll-1_I.l -1111I. 111, 1f 1 1- l_.1L111W 11WW _1Y_-- 1WJ1li1.11 ITT - T l- 1!1 L ll!11 11 l 1''_I:'_1 JJ : 1.11 1 1'I11L.;l,a-1 i J111 11.1L[1.1 111_1 1:111W1,!Jl . .L iJJLL1!�I-1 J l l P. !I'1 I'11 i!1''-j 1J Il:1J� I'1-,ll LY,i_111 1'-l1 !11 1!,1 II: 1 L1,_!i11jL1 Ll_i 1j 1 Ji I!, 1-I1 JJ 111 J'!LL111J111_1ll1�1__1111 L-1111'I 1,_1.1 i1_!1�11� ! J.11 1J�i.J11 11!�11 I I! 111�11.11L1t11<J1 !i.11�a_ - _ _ 1I11111�J�1111Ji 1 '','� ' 111 ' !III !J L i,, 11'1_liJ1iIlI IIlIlWllillJlla.i_J11' IIJ ' J U iL1 , ; i!-1 111 IIIi_1; a llL-tLLI!;L.LL,III� 11_1l-I 1-111_ - 1 11 IJJ'_ 1 lih 111�11 II J1 !11-! !, 11LIi 1I Li1-IL 1l1 If 11T11 11Lift 1J1!L_IT,iL_i 1J1�LL I'111LJ 1�1111ll1_I 111L11111W!,,,LL11,L:L_111I1�_1llL:11ll -iIL1.IIll-J11111111a1ilLL1J11!L- I, 111 11 I ill .Il Il_11111_'i11!_JW,1111LiLJJ.IIJLI.I.JI l_(:11 1' L-11L11 !IIL-IL ;LI J L 11Ji11_L_iLl.L!1.1111.1 Lll.W 1! -- - !1 - _LL_J1W.' :_ 11Jt : 111 i!1!1 1 11 L.'I 1 JI 11I_11-II-111``J1- l L l! 11�1_il_.l il_ I' 11 1.11J1 !1,1 !:!11 1_!a.1111 '.'._1llL.L!_LLl,1Jll1_'!-11- L - -- 1L11;11-ILLil 1111Il I:I111 1-1!_L' 11 1LI lIJ I, 11:I lL 11JLL11�.1'1111 _G!Li L11111 1L ll�' l ,.J_1,111ll;- ] liL1,11 _iLll W1J1JLa ' L _1LI111 1JLi.l ill:.'I l 1W! Ii 1 l;.11 11,11' 11JL,_W11 1!I1!111t� _W.. .!_ 6'0.H J ! i- I!I'- -111 J ll l: !1_.l ll_L -1! !1' 11 11�1''_11T� !111 J1 1!_J_ s- 11 L1.J'�1 i l l Lis L-LI L-l'1 -III 11 hill1.1 1'1'_! :J' ll.-i_I`-1 lJ k.1 u_111_L,1_L.l ll. J,1 ILI'L'IJ J1 !I,I: _1 ..ILI_-111J1 1W.L 1LLi.l--ll� ! !1I1 iL-ll r- llllWl1-1d1 111,I J1L; C 1L11'L_i!1 J 11_l; L�L_i_I,.::: 1iJ'I,11 11'I_I_J11L11_L,IUL JI_, 6"O.H. (TYP.) L11Lll J1�1 111I1111i.1,u:1!111 Lllrll I> J1111111.11LiiII ,u � r- - l�l L:1LLIi1 i�I1L11i1111ll!J�I'.1� 1111T1.11L�11111 i1;Il .11-,ill'I-,J 1111J_11!L 1111; uT �L (TYP.) _—_-- _--- tII Ij IJt.1 !II�11 !i!' I! Il �N III _IITJ1 lil I !! 1 tl)111 I11 -=11s'=TLr -,- a I! J !l l'li!Wlil ii.l ll ;1111 ills LIi1111 II!1i L( 1:111 Ill!,--Jlllllllll III;I ATTICSUBFLOOR ----------- - ------------------------ - ----- --- --- - — -1 - — - - - ---- - L:J-- -- ----------------------- - / -- -- 12 - `-�- 12 - ------- -- \ 10 T- 10------ ---- -7 ------- --- - T--- ---- -- - - 12 \ 4 ® \ - ;1aI 12 -- ----------------------_---------_-- -- 11. 1�5 ------------------------------ -_----- _ �- - -------------------------- ------- ` � --- '1 J11111�1�-t!z FIN. FLOOR @SECOND FLOOR i \ 1_IIJL, IL.11_,, i i 1I � D - ------ ---- - 1 \ I \ ILL U\ O O®O FIN. FLOOR @FIRST FLOOR I ----- -- -- ---- ---- -------- --- --- �_� _-_ �_�-_1�_i=�= PROJECT TITLE; I -- - -- -- -- -- �i 1735 PARK AVE PROPOSED LEFT SIDE (WEST) ELEVATION MATTITUCK, NY 2 . 1,1 SCALE. 4 = I,-o„ SHEET TITLE: PROPOSED ELEVATIONS DATE: PAGE: 2023.09.08 SCALE: A-200 AS NOTED I / Z 177 1 ELEVATION NOTES BUILDING HEIGHT 0N si O ROOF:ASPHALT SHINGLES L, Llt1Lll 11 �„_flit. Ll,al I::: 1_ 1 L �,_ 1 L, L' !�ll ) L . ------------— -- --------------------------------------------- COLOR:CHARCOAL 777 11 1 I. 1 11 �W 11i_ l� 111 J i I_LLA !IJIJ� -'L '' lL1' l L`t11 ! 11L1' 111.LL JJ 1 Li+Ll ��J 1 11 LI;IJ, L i 1�L11.1.11 J.JL 1 TJT''JiIIJ L1111 ! !,_:- �Llll;�, 1�1J1 J ,LLLllJ-LL_11J i JL LIi_J1lLJ1LL1'':_!' SIDING:CEMENTITIOUS LAP SIDING 11 : 1 2 `11:11L_ll 1!, 1 ! J-1'-!- J_ll J O COLOR:TO SELECT ;'l l 1 1 !! 1 1 11 I 1!-1J`ia lil 11ii 1I L11111,J111Jii1111. 1 !.Ili I'' tlllLiJ I lI .L l il'! _ ili j1,1_11 - ' 11,1-J 1�ll1J 'J � � Il I J 1 II-III lJ II ! 1�i !111 1 .,L 1� 11i11!I 1� 11_l 111 L 1 J1 J ll. L llu �L 1 IZ :_ll Ll!.1 1L1L1 J111 L l ll' .111'111J.11L-.11 L _' ;i 1J :',L'LJi l 1 1_111111� 1.i Jll_'1L1L 111�1!11!i� _I, 3 ACCENT SIDING:VERTICAL 1x6 COMPOSITE ' 12 O 1il it-lli111-ll 11 r. lli._I!1L1i Il J1-il It l_111 t_' J1 I,' 1 LI'1J1 U l !.IL;I.11JL11 J.I1.J JI 11 L L I_11_t1. II II 1.L1.1! 1L1l�lL'1 -LULL. 1L1L J.11J 1.J11 LIJ_L 111 � 1l IL ,1J LUI 1ui 1L111JJLLL i1ll J 1J11 it , D COLOR:TO SELECT U_111L 1L111!Jl i11! lil!11-1-Li 1L1 1 L lt_111 1 LU1 -It1 11-"Ill 111` 1L! i LlIJ11.I' IL It-,,,I - - z 1111 .11L1 ll t!L 'LL 7',I 111'l 111!JI-1111 C I' :I I;11,1_J111J�Lli.l y 1O WINDOW TRIM:5/4x4 PVC 1,� L! 1 L _ J 1 IJ 11I1 1� L 1 L 11.1!11 4 11'1_1LJ11��1L.1 I_11L'i 1,JL 11 ill'Ji !:'E_11 I 11 1!_1 ll 1ll.l'11J l!l 1111 l' I!1. ll i Jl l: z -_- COLOR:TO SELECT 1 ILilJ-L' 111�"J- ILL Ii:U 11 l 1LJ`u 1 ll. !1�1-111II 11`,.JLI 1L1!1t1J 111 Ll I I :L I' L Lii ----- ---- -- 1LLt l 1111.'LL lI 1r l_J_J 1 1 LL� lL'_1' 11_l I J L_ Ii f 1 ! L1_'! '!JL LJllll I L UL L_LL1JJLlll 1:J1_ '1 '' l_11111,ji-Al-Al Il 11 !I.1J1 1 L aL1LJ_l 1-11 ! JILlil111 Il l_L'11LJ1 tl_L1 L1Lll1UlLld{L 11J' O WINDOW HEAD: PVC. U1 1 J 111 I Li-11111-L 11W iLLiLl1_IL!, I i 1L.JJ`` ' 1L11 L Llll_l 1 J�� �L1L I lill I�.t PROFILE TO SELECT '' "" "'��• L11LLlL1: 1 _1 �; i'til__. �L j1111J'1L 1LL1! 11.' �LI -1 FASCIA: 1x8 PVC 11_LI' 1111 it Ill1 Jl,_1LJl Jll,11 L1 J '1'J !I Jl.l! 11 �L11JLl!� Ll'1LJ1 - ---------- --- -- ��LL�' ll_!�1L11.1ii-n.!I !iIt IJ lJ Il it 1 1:. L_U I'11 JI 1 _ L," "'1 '1! 1-11J_11 �l_il1,l' - r�='--r O LJJ _ 1.1 l J LIl JJ11L 1L1' 11 J lll i11_J�II 1Ll L�1,'I � COLOR:TO SELECT POWERS HANCOCK DESIGN J. 11LL11I1 L1L1L1 "1' I 1 4� ! ' L, 11. 11 FRIEZE BOARD:VARIES.SEE DETAILS 1 L , I'! 11, llL1l-Li:1 UJ_! _ L;1 ':L I, 11 Li:-_l 11111 i_ 1ll,tl L11 1 ' 11 .!I J, 'J;_' J 1 ll_J1.1�1J'L JI llJL.l1i_ i_ 6'0 H. LLIJ 111-W!L�1!J II 1 1 LI 11-111 1_Illl-Il JJ l I1L11 1 Il Jl;_1 Il 1J-'1:L_l!- O COLOR:TO SELECT (TYP) �`jI LUL,a. 111U1_Jl_111 uL ItJI1 11 JJ I ILII .. III 1.1 11 J IU111 ua PO Box 400 1.i1� IIf-ILILLI-L 11-i 1LI IJI1 aIJL,_I it A,1111_L L111 _ILL-l11.1J11 I L' - -- ---- T-I- _ ATTIC SUBFLOOR _ 11J II t11J_li_ii i_! '1-1L1I1L1IL.1111l1-LII I;;{LJ I ji III Jl_LLI�1�.J_1L11 ' —__—__—__—__—__—__—__—__ —__—__ _ _ __—__—__— GABLE END TRIM:5/4x8 PVC South Jamesport, NY 11940 II ---------- - ' ,. ,t_, � It_,.t t11t, .1�,,.1, , ItjL1­_�„ ,��1 COLOR:TO SELECT — ----------------- -- 1 : I,r 1, 1111J11Wy1_: -- t 1 111,,1 -I L II - 1 I l ,1L,� 1tj' L_II 1i1111t_i 1J I 1 DECKING: IPE(WOOD)-or SIMILAR l lI AL ll DI-C11L1 11 J L.L IJ 1 J I'l l 111, I-I. 11111J 11.1 JL1L11 tJ 1L J111IL1L L 11 ll CL O CONCEALED FASTENERS II1l_ 111.I 11 I_J. L I11 ll : 1 1 LJl 1J il_, I 1 11 111t L' 1LLt fl ILI L ii.Il- �17' 1J 1J 111_ll_tl,l 1.-1LL 111 IL1 rl11J 11111 I t ll 111i11 1 ! 'JJ 1L1L L11L111J L LI_'Ll [! 11 11 , 11 it.'' \ � \ L J11�JIL1 illl�'�','_ll11 Li.1Ul� ll , �t '1 . �! ! 11;� IJ 11 J1,1't llsl!l._141J1,LJ11J1 JJ11 i�1JJ'11 LLll_11 / \ _ \ __ --_ \ _ —_— ! l 11 CRICKET: METAL ROOFING i \ \ \. — lI.L1L1LILtl IllLiD '1 11 ILL_llJLI, I II 1 1 LL1 LIt iI' L1J1llJJ1t 1J 1 0 11 Jl 11! 1Il 1!111 I'1tJ 1 Li J 1- 11111 J11111 J1!1 L i11 _� 1iJ z o ` ` 1 t 1JJ1. 1111 ! 111,'. 11 11 !I 11 tl' 1J-L 'I_lsllll 11 l i1JL111: C ll_ll.l IL 11 ', 1t U.r,l iLL JL_11L!it It L 11':1,11 1111 �, zoa \ zov —. __ zlo, / _ ItIL'1_il_1!.LIH1 ILII 1J_I,I,LJJJ:llJ Ll.li_1111JiI1I;11 1-11111LLL'Ir / \ \ Wilt_L1 J_111 J I Ii_I; Ill O i li 111 111.I1 !L 0 Ii 11 LLi_L!111.11i O Jl-i1Ji 1Ji T;1LJ L1' w 'a F ,' `\ ,� L1J1ILli_1L111L1111_;: l, I23 !i1:1.1_ll_li1_-111J- I2° i_:!1-LJl�11UL1J I25 ;:' 'I��'.LilJ11i1111 No / \ / I1JJ1L11!_1i111�'-JL- 1L1.J J1_Lll!11 J i;'1'I I,ll_JLJJ.IJL J1_` ILL 1J11 uL o & — -- — - - - --- ILI_' itllli-ii11111L1111.1,._I-}t; 1tLLJ!Ul I.l!.i-ji-11L,:,J-i.,.1.11 : iil_L;il_!1 JL11.L 111_ _ 1- 1J_11T' _llll LJ11lJ 1 ill I il Jl llll-1J!11L_H 1 1 l 1' 11._111!11 11'i11 11 L !1-1 I11 1 11ID 1 �JI LI LI:J 1,1!, 11,1.1L-I!J�ll_1Ll[1-1 ill �L:L1 LLU LI 111111- 11 !1 L ,111 ItJI!I !it I I' l l_,11 L11 J 11Jt-J' J! 111 U-_I11:lI 1.11J-LIll1 1 II ll_;l !J U! 1 1 LL1 .Ji Jl' -1 li_ll_1 �i_L!. 11 L,t1 Li:111 111 111 JaJi '1JJ.11- I_Ia1J J' 1I 1J1J11Lil.11J1 lll ll_J1sL!.LJJ � N 111 L'1 JJ, 1L11.111L11it I �L 1:li_IL_EI11 .1; lLJ1-11.11J1J;_ I_!1! .11T1!:111 L_'J 1J J '' 1! !1-i�JJ;--Il l_I 1i_1J i_.11 111LJ_1L L iL_lLl.l IL1111 _1L[1''__111 J ' r �l "' _1J11IL1_ 1;J1,11'.Jlll_1 I_ltJ, I.LL!1_i,_ JJ L_1_t1_liJllt _:Elul J-111:1111: 1J.11 ; lLI Li_LL11L 11'I-I._111 a I1Jf111_�1ILli 11.-111_E!11l' 11.1i_'_i ,1,111ILJ J 11'LL' lll 11J1ili 1 .J 11.J.1.i1J1_. _l.U_1L1 1_-1L 1 J1. !liL it.l-Ji '. .11 JJJ1i111 11.1 JL,:i11:Jl i!ll 1lil U 11.1J.l; 1L 1 11_ll�!1Ll l 1,111 ,il_ L1:1L11_,_ll_11L11Ti_l,_,L +,, (TYP.) �i 701 IZI Izz L 11 ,JL lll 1�J1 11�11LJ11i111 _,_Ill1Jl.1 1L 1aJ1L11 LJ I L11_:1. 1t_ . _ I :_ _1!11 I1; Till I! I,11._llSECOND FINISH FLOOR J__1Li.1 :. 1111_1�JJ1J1 1LJ!J1; ILI!,'_'' O L11._11_iJ 11aW 11 O -I!_1�1!I-1LLl..L 1ll.LL_1111 It ;LII ;t1'1 !!, 1i_It I L 11.11 il_ll.11_,i_11i1 L 1!1L,!_.J111_t tLL_ll 1 '1 .�.�-,-�-�-1 r,-1�-�:'-t�;r t�-�:r-�,, .,-�tlY{i-J�i�rr_�-I+� ,_.�1-r-t� �_ - - ------------------ 1 L ! I �' ! J.. J !' �l " l J 1, 11 it ,l JIiJ,JL,_1.L1' ;111.11J1J,L:I 11111i_lJll.lILi',lil 11.I_ll_J:ll `1'.1L 1tJ,L.L1.I 1L1 t_:_ LI L1L1 '];.1L:.,i111; .11 iIJ},J'IU 1_ll L1_ 1 1.1L1L,J_111�,_i,J 1a1 1� L'.11, 1, J1i11L11J1il,J1J� 111,!i_i. G\S�EREDgR %OPHER G. CAI B / C \ - ----- ------ / E \ 1 _ _ 1 - ISSUE SUBMISSION -- ---- -- - - -- - - FIRST FINISH FLOOR- I I ,_���,� �r-� _ I __------- N0. DATE ISSUE L-J�J I I I 1 09.08.23 09,08.23 PROPOSED REAR (FORTH ) ELEVATION III _ , II SCALE. 4 - I -0 77 Z gk _ o BUILDING HEIGHT -- ------__-----_—__--- ,1,_ _.J111_. 11 i- _1-LL_l_J _._lL ti Li111i1L L L1. J11,_t� :i.i_.JJ1.1 __iL l_tl' .-L: 1;_1 L'L_ �_l ,l.!L_ 1-11J._1' 1,1.1 i I_Ii.LI .L::1J -------------------------------------------- 11-1iy11LI1 Ll It 11Jl..ii�Jii!i_111. L l J �lUl_llli _I1��11_Jlli IL_ l.uJl_ll' 111111J11LiL1L!-_II_i;.1,1- U',I '' 1.1 1L'.1JL_1 _L._�a Ll_J J i1JL': il!LI1 1_1L11!1_111L11._L a 1L_i11 J;._i! .II 1i_UJ'.1ll1] I_!1 !1111iT LJ1J�.,1.1L1 ll-11_l11!-11LLJ1_IJl' '_IL L_IIII-IL111.1_;L_11-1T1!-1L11.11- U 111!1JJILLLJ,_111L Il!I.J. llLl''i !III 11Ti!1-_tla_1:-IL1111111._IL_' I IJ U I11!JL ill-]]J1;1;_'T ll_LL!�_,1.1,'j_ _..111L1 J_L11 -_llJ1<L_!i1LlIL',JIU!1 L fl I.1a ',1:11 I11,11-1 L' 11 It 1 t1-1111 L! ii,,'l LatLJ1J L_IAl, Ill!'L LI 11! I �I It 1!11 —,Lil-_.J L1 JJ-,1 it t ,1,_LLJ -ILL�,�,IA1_�I,_L�,I (II� '1 1J_Lii i;1,L'; !IJL'J-0 1L1, _ ii J1 1 -=1 t' ! _ 1 ELL _1LC7.J 111 Il .L 11 1�1 it11 J1 J1IL111_IIL1;l 1, _ JE 1 11,11 11 L ll. 1I 1 11_LJl 1 L 1 J� a tll 1 12 !u. 1LI,J 121i1L1� ` 1. ii_'`!JI�JJ`I1J`ii'i_1i.1'L jf1 'f111' `11t_ `' REVISION SUBMISSION l Il I I:. 11111! ll, 1LJ1:1L I; J II 1111..[ 1 �111�J.11 1 1 _L_11 11L1I II11 JII:J 111111 iJ 11,-111wi; 11:111-1111J;_ 1 l Jl_1 1Ui1'll. l l J L�._11111 — II L1,1 11,! - !,�11 'I_1L;'11_ lJ ;1111t i1 1'1)1! 11 , 1 L ,' 11, 1i-i i�L,_1 U. 1111aJ1,1 a 1111'1_!lI}al 111.111�_ '1 1 1 L '1 LJJ L I I LL L �� Jll. I' l !I 1 1 I LL 1 JJJ L 111 11 1 11tll IL' I 11_''rE1 J IL �L ll_l 1:li 11 L T il,,l ! It,l_ 1111 LL111 Lill 11 N0. DATE REVISION L,I , Ill! '1JLIij ! It I' 1t'LIj 11�1>'1 11.1;! J11111lIl J1 ! Il1L1L1inII __--- 11 1 1 1111iL11t111JIJJ.. 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L _.-_l l_iw L_1!-1I_.,L { -- -- — -- — -- —--- a 4 1111iLI11:iL1�"ll� 1�' LLIllJL J1 1LJ� I-L 1J 12 �1 1Lb lLILL 11J u:1111 J'1 ' 11I, 1.11' 1111'1. 1J1111_�L I1J11_ l I� �l,, I 1 L11_IJ 1 II I:I -- SECOND FINISH FLOOR 1t1 L� Jr11~ ICI -- +{-� L 1 11' 1l� --- ----- -- ------------------------- ---- -- -- ----------------- -�--—--—--—--—--—- Lj_Lll1 J'1,J�J�., 1L1_L-Lul,}_llla J1 L I'I�� � yl! L 1 I 11 L L — / \ — — / \ ------ -- r / o I FIRST FINISH FLOOR----------- --------- --- -- --------- M i - -'- 1 - = - — --- F.F. s I I PROJECT TITLE: H77 I I I t I I I ___ 1735 PARK AVE I I I r------1 I t I I I t-- --� MATTITUCK, NY I I I I I I I I I I I I I ooz t _j I I ! I I I I I oo! I I I I I I I I I I r' I I I I I I I I I I I I 1 17 I I I I I I I t 1 1 I l l t t L----� r� SHEET TITLE: I I t I I 1 1 I I I I ❑G I _j , I I I I I L t 1 I t l I I I I ! PROPOSED ELEVATIONS I �LI I I I I I I r i' I I I I DATE: PAGE: I-------t �� i' I I I I I L--------i (� I I---------I I I I IOM8 �_y � � �_____J A-201 PROPOSED RIGHT SIDE (EAST) ELEVATION L__I-______L__I__J SCALE: 2 1 _ 11 AS NOTED SCALE. 4 - I -0 F J POWERS HANCOCK DESIGN PO Box 400 South Jamesport, NY 11940 PROPOSED BUILDING HEIGHT OPHER G c 12 12 11� ATTIC �11 c � d 8 I _ 400 �"•'-- T.O. DBL. BASE PLATE (ROOF RAFTERS) � I 1 T.O. ATTIC SUBFLOOR ISSUE SUBMISSION YY B.O. FLOOR JOISTS --- ------------------------------------------- NO. DATE ISSUE - - -�'- ----, , ---- 1 09.0823 09.0823 � 01 I � I I 1 I I BEDROOM I 1 I I I I I I 12 I I Q 5 12 12 ATTIC � lo[z _ to T.O. 2ND SUBFLOOR ---- ------------- -----------------=-; - ------------------- TOP PLATE GREAT ROOM ------ - - - - - ------ ------------------ --------------------- B.O. FLOOR JOISTS - ---------• ' I I • I I I I I I I GREAT ROOM - REVISION SUBMISSION NO. DATE REVISION I o LAUNDRY ROOM ENTRY STUDY o 1 00.00.00 00.00.00 I I I I I I I TOP OF IST SUBFLOOR ` - 2 TOP OF IST SUBFLOOR --- EL. DATUM 0'-0" - ----1 401 B.O. FLOOR JOISTS 1 — --- -------- -- ----+--- ---------E-------- — B.O. FLOOR JOISTS -- --------- -T.O. FOUNDATION ----- ----------------------------- ----------- —�-------------� I I I I T.O. FOUNDATION I 1 I I b I I 1 I 1 I STORAGE BEDROOM i i UNFINISHED 1 1 I I STORAGE 1 I I I 1 I I I �t ,.• '. T.O. OUNDATION FOOTING T.O. NEW FOOTING — ------- -- -------------- --- - p--------- ----------- �: ELE. 10' 4' 11 \�----------------- BUILDING SECTION BUILDING SECTION 1„ _ 2 SCALE. 4 - I -0 SCALE: 4" = 1'-0" PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECTIONS DATE: PAGE: 2023.09.08 SCALE: A-300 AS NOTED POWERS HANCOCK DESIGN PO Box 400 South Jamesport, NY 11940 PROPOSED BUILDING HEIGHT ----------- STEREO qRC 4�G�,�OpKER G A ij�` U) J ATTIC �� 3 UNFINISHED ATTIC w a T.O. DBL. BASE PLATE w z a (ROOF RAFTERS) T.O. SUBFLOOR ------- --------------------------------------- - -------- - ----------------- -------- ---------------------- ------------- ---------- _---__---__---__---__--- _ _ ISSUE SUBMISSION --------------------------- N0. DATE ISSUE B.O. FLOOR JOISTS __�- ------- ------------- - ---------- ---- � 1 09,0823 09,08.23 - 01 I I ATHR00 BEDROOM BEDROOM HALLWAY BEDROOM 12 Rol 5� i I 12 T.O. SUBFLOOR RI II 1— ------ — -- ----------------- --------------- ----------- 4 12 B.O. FLOOR JOISTS / -- .soNSUBMISSION I I REVISION x o 0 N0. DATE REVISION w N o j I LU STUDY '-- SHOWER M. BATH 0 M M. BEDROOM _ DINING KITCHEN HALLWAY FOYER 1 00.00.00 00.00.00 I I DROP F.J. FOR _ TOP Of IST SUBFL00_R ------ r-- -- ---------------- ------- - -- - - --- ---- EL. DATUM 0'-0' .._—__—_ CURELESS SHOWER �I I _ ______ —� B.0_FLOOR JOISTS _ ------ ------ ----- ---------- -------------------------------------------- ------------------ ----------- -------- ------ T.O. FOUNDATION YYY F 0 0 0 BEDROOM BATHROOM GYM/THEATER GYM/THEATER VESTIBULE STORAGE I I III I e T.O. NEW FOOTING ----------------- -------- ----------------- ------------------------ SECTION SECTION ill _ II 2 ill _ 11 SCALE. 4 - I -0 SCALE. 4 - I -0 PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECTIONS DATE: PAGE: 2023.09.08 SCALE: A-3 01 AS NOTED TYPICAL ROOF CONSTRUCTION I.LIFETIME ASPHALT SHINGLES `.` 2.30#BUILDING FELT PAPER 2.1 ICE&WATER SHIELD ALL EAVES AND VALLEY(MIN `. 24'FROM FINISHED WALL)UPON 3.J'APA RATED PLYWOOD SHEATHING `. 4.ROOF RAFTERS(REF.STRUCTURAL PLANS) 5,CLOSED CELL SPRAY FOAM•REFER TO A-001 ATTIC SEE 5.DEL 2"X BASE PLATE(ON CEIL.JOIST BELOW) \` ELEVATIONS "(REF.PROD.NOTES FOR MATERIAL SPEC.'S)" FOR ROOF PITCH IYPICAL ATTIC FLOOR CONSTRUCTION. (REFERENCE STRUCTURAL PLANS) .` I.APA RATED PLYWOOD SUBFLOOR 2.CEILING JOISTS(REF.STRUCTURAL PLANS) ` _-_--\. --- T._0. DBL_BASE PLATE @_R.R. I"NOSING _ \ -� T.O. ATTIC SUBFLOOR Z ` POWERS HANCOCK DESIGN 9'TREAD �` o / - O N ;r PO Box 400 ILL LL: TYPICAL OVERHANG CONSTRUCTION South Jamesport, NY 11940 .... TYPICAL / :.::::.. .. . ._, I.2'X6'RAFTER TAILS(SEE STRUCTURAL PLANS FOR n �� / ATTACHMENT DETAILS) --- 2.2'X6 SUB FASCIA 2'x STRINGER / / '�� CLOSED CELL SPRAY FOAM 3.I'X8"PVC FASCIA REFER TO STRUC. r� // INSULATION C RIM 4.I'X BEADED PVC SOFFIT(UNVENTED) 5.HALF-ROUND DRAWINGS �' / 6.I XI2 PVC TRIM GUTTERS-BLOCK CO LOR REG.SELECT SIDING / I / REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION,FRAMING&UPLIFT CONNECTIONS ® / BEDROOM TYPICAL SECOND FLOOR CONSTRUCTION I.FINISHED FLOORING TO SELECT BY OWNER UPON G�S�ERED q'QC TYP. ATTIC STAIR ® ' , 2.F'APA RATED PLYWOOD CTURA D �QPNERO'/ ♦♦ /j/ 3.FLOOR JOISTS(REf.STRUCTURAL DRAWINGS) ` j® LL // 4. GWB @ CEILING(MR C BATHROOMS), ® ILL .'. S.R-21 CLOSED CELL SPRAY FOAM INSULATION @RIM * CJ SCALE: 1211 = 11_OII a ® m ♦ / 6 ' 0 ® -- _ -- - -- - ---------- -------- _ / ♦ J' T.O. SECOND FL SUBFLOOR F_ Y� ® z ILL N EL® % O U •ar ILL --- / ' m � ISSUE SUBMISSION =JI a*41 W ® � ® _ B.O. FLOOR JOIST NO. DATE ISSUE ® ® - ---------- -------- 1 09,08.23 09.08,23 r' ` I I f i %0 / I"NOSING ILL ; .� . 1 m ,,,� �.;.-�;---_ , TYPICAL EXTERIOR WALL CONSTRUCTION: 10'TREAD 41� W y I.CEMENTITIOUS LAP SIDING(5-1/2'EXPOSURE) 2.'BLUESKIN'WEATHER RESIST.BARRIER 3.1-1/2'INSULATED SHEATHING(R-6) - �` _ - F'-' ♦ 4.WALL STUDS(REF.STRUCTURAL PLANS) 5.R-21 HIGH DENSITY BAIT INSULATION IN CAVITY LAUNDRY ROOM 5.�'THK.GYPSUM BD.(PAINTED)INTERIOR TYPICAL ,---- 2"x STRINGER n^� __ //' TYPICAL FIRST FLOOR CONSTRUCTION: REFER TO STRUC. LL REVISION SUBMISSION DRAWINGS / ti I.FINISHED FLOORING TO SELECT BY OWNER UPON 2.FL APA RATED PLYWOOD STRUCTURAL D N0, DATE REVISION 3.FLOOR JOISTS(REF.STRUCTURAL DRAWINGS) Q - 4.CLOSED CELL SPRAY FOAM AT RIM JOIST 1 00'00"00 00"00.00 _17. 10 ® ® ® ® ® J ® ® ® IBMI I ~ ----------- TOP OF FIRST FL.SUBFLOOR - ;0 cn H- � TYP. 1 ST - 2ND FLOOR STAIR N 1i I `�, / � CLOSED CELL SPRAY FOAM INSULATION @RIM o N I 2 _ I a �i � Uj SCALE: 112" - 1 -0n I'I I F- T.O.P.CONC. � r^ ♦� • d ° _-_-_-_ FOUNDATION WALL .p . I ---- Al' • d as r= - d z / • E ILL / . d -- ° ILL d 10. CT] GRADE a ® ® - _ i ♦ __ / d d i I . , 00 9 d TYPICAL POURED CONCRETE FOUNDATION WALL I s d CONSTRUCTION. \ _ d ' / I.2'ORAINABLE RIGID INSULATION(BELOW GRADE)(R-12)) / d • ' 2.BITUMINOUS WATERPROOF LAYER . ° dd 3.POURED CONCRETE FOUNDATION WALL I"NOSING I /. .° ° ° j (REF.STRUCTURAL PLANS) d / < • TYPICAL FINISHED BASEMENT FRAMED WALL CONSTRUCTION. / ° d ° / FINISHED � .WATERPROOFING PAINT APPLIED TO INT.FACE OF 10"TREAD . ° ° FOUNDATION WALL LBASEMENT ° d d < ° 2. RIGID FOAM INSULATION UPON INTERIOR FACE OF /� FOUNDATION WALL d 3.2"X4'WD.STUDS @ 16'O.C.W/DEL P.T.SOLE PLATE ° d d / &DBL.TOP PL. ° 4.5/8'M.R.GYPSUM BOARD(PAINTED) IJ d° ° • . dd TYPICAL " / TYPICAL BASEMENT SLAB CONSTRUCTION, PROJECT TITLE. `�' 2"x STRINGER m STAIR DIAGRAM ' °REFER TO STRUC. r / .d •°d ° (REF.STRUCTURAL PLANS) 1.4"POURED CONCRETE AB 1735 PARK AVE DRAWINGS 2 . . 2.10 MIL.POLY VAPOR BARRIER UPON - 311 I II / • . 3.2'RIGID FOAM INSULATION-SEAMS TAPED AND SCALE. 8 - 1 O / Q . d. ° ° / LAPPED BENEATH SLAB MATTITUCK NY v • 5 4.8'CRUSHED STONE DRAINAGE LAYER SET ON ' UNDISTURBED EXIST.SUB-GRADE d d / • da •-•d° ° d ° �- -- T°---- d TYPICAL P.CONC.CONT.FOOTING CONSTRUCTIONI: ° =0000 • ° ° _ SHEET TITLE _ d , -e;-----------------------Q------=-.- -- < - • ° 1.REFER TO STRUCTURAL DRAWINGS � _,f ° d J // 'I J°° " REFER TO STRUCTURAL DRAWINGS FOR ALL dk �� a-, /4 FOUNDATION,FRAMING&UPLIFT CONNECTIONS SECTION DETAILS Wr3 TYP. BASEMENT STAIR J�J� , »��� �� ��,� . d . • . • ; 1 (� : i' �� /�i �C" ° `✓1�)���J` sd , d ✓�`. „ J L FOOTING DRAIN DATE: PAGE: 1 SEE DETAIL X/X-XXX SCALE: 1 1" = 1 L011 ,,v���� o���l�-Ic��C� . • . ° • d •% • d d ;- -�� 2023,09.08 'A I - , (r, r Ir .� A-400 SCALE: TYPICAL 2 STORY WALL SECTION DETAIL - FRAMED WALL AS NOTED 1 SCALE: 12" = 1'-O" J_ Q d' Q LD C7 LIGHT WEIGHT HINGED METAL GRATE ?WWW72 (y"THICK THERMAL BLUE STONE CAP FOUNDATION WALL d z SLOPE GRADE AWAY p- -I'D a GRADE Ys"PER FOOT SLOPE GRADE AWAY d EXISTING GRADE Ye"PER FOOT BITUMINOUS WATER PROOFING / / 'i a ov oU oU��T POWERS HANCOCK DESIGN ° ° o o o�o� PO Box 400 y � a •d =. TYPICAL BASEMENT EGRESS WELL FND. WALL-SEE STRUCTURAL �_PROVIDE STUCCO VENEER / o o South Jamesport, NY 11940 a DRAWINGS FOR ADDITIONAL INFO. d / ON EXPOSED SURFACES • ° y^ O �C P. CONC. HEADER \\ WELL AREA MIN. 9SF PER / ; • d - 7 SEE STRUC. DRAWINGS R310.2(MIN) FOR ADDN'L INFO ° a O� •I_� , 4 NEW WINDOW 3' 0"MIN. FINISH a t',' O PROVIDE STUCCO VENEER ON 3 / EXPOSED SURFACES AT - d• �o ° EGRESS WELL // r d !,IX':' f? 'F }-?' •d• d 1� 7 d • •• d -A � �s ..:t P --4 I_y k� r d.•, • 41 LU o BASEMENT / •' L. - k� • . • // r " t'_' �� 1p r ; . d RED 3 ° ; +.' TYPICAL EXT, BASEMENT STAIR WELL FND. z_ MIN 12"GRAVEL TOP=6"BELOW TYPICAL BASEMENT STAIR WELL FOUNDATION WALL r • y I WALL-SEE STRUCTURE DRAWINGS FOR �G pHE ti ERMANENTLY INSTALLE SEE STRUCTURAL DRAWINGS FOR ADDN'L INFO, �� /, ^; l - f y-r' y, r--r C� R Q.A �� 3 a WINDOWS SILL ' d• ADDITIONAL INFORMATION o STEEL LADDER d .. d• ) d ' v Irk k . 6"DRAIN WITH COVER BITUMINOUS WATER PROOFING s a� \� n •• r ��-} `Xr i I ''� '.a U CONNECT TO DRYWELL ,t=,' ja d d• ,a• COMPACTED CRUSHED STONE FILL PROVIDE STUCCO VENEER � .• �, �r a {���l � �-.- ,� r _r_ • LINE OF B.O. P.C. STAIR POUR `ct d ON EXPOSED SURFACES / ' d )- ,4-_r , lq Q�3488 d a d. 2"THICK THERMAL BLUESTONE w/HANDTIGHT JOINT Ye" d e s ° a SET ON I"STONE DUST SETTING BED SET ON 4"P,CONC. SLAB(SEE STRUC. DRAWINGS) • °• •° ,..-� � k '- � � } —Z.— SET ON 8" MIN COMPACTED RCA BASE TO DR4ELL SET ON COMPACTED SUBGRADE M PITCH TO DRAIN r4 ISSUE SUBMISSION SEE STRUCTURAL DRAWINGS a d o TOP OF EXIST. BASEMENT SLAB ___ _________ y? x 1? FOR FOOTING INFORMATION -- d , ti NO. DATE ISSUE d a SEE STRUCTURAL DRAWINGS — d • ° d ° d / a d FOR FOOTING INFORMATION `r ! '�' d Z r ^ � x ! �,r � P k TYP. FOOTING DRAIN o :, (r r i SEE TYPICAL WALL SECTION 0823 09,0823 1 a, 1 09 d d �'' -------------- -- --------T.O, FOOTING--- a�f --- -------- TYPICAL REINFORCED P. CONC. d • • d d d } ,,. a FOUNDATION AND FOOTING a ° • , ° , I ° d =•_ r= d d 'd -r:% % B.0_FOOTING ry�O0UC0 IO C •° d r ' f --__——__— - \ ALIGN wl MAIN.DWELL.FOOTING d I I TYPICAL P. CONC. EGRESS WINDOW WELL DETAIL 6"DRAIN CONNECT TO DRYWELL d e TYP. FOOTING DRAIN 1 SCALE: 3/4" — I'-011 SEE TYPICAL WALL SECTION d •` TYP. STEPPED FOOTING-STEP FOOTING AS REQ. 4. j SEE STRUCTURAL DRAWINGS FOR ADDN'L INFO. d —- REVISION SUBMISSION NO. DATE REVISION TYPICAL P. CONC., STAIRWELL WELL DETAIL 1 00.00.00 00.00.00 2 . SCALE: 3/411 - 1 1-011 PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECTION DETAILS DATE: PAGE: 2023"09"08 SCALE: A-401 AS NOTED SHEET NOTES ELECTRICAL NOTES: 1.) KEYPADS/SWITCHES TO BE INSTALLED @ 48"TO TOP OF SWITCH A.F.F. OR AS NOTED 2.) PROVIDE DIMMER SWITCH FOR ALL LIGHTING FIXTURES 3.) HEIGHT OF SWITCHES &OUTLETS ABOVE COUNTERTOPS TO BE COORDINATED WITH ARCHITECT FOR BACKSPLASH LAYOUT 4.) OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS NOTED OTHERWISE ",;� .. 5.) CONTRACTOR TO VERIFY EXISTING SERVICE& UPGRADE AS NECESSARY-COORDINATE WITH ARCHITECT POWERS HANCOCK DESIGN 5.) CONTRACTOR TO VERIFY ALL EXISTING PO BOX 400 UNDERGROUND UTILITIES PRIOR TO F_ - - - - - - - - -I- - - - - - - -I- - - - - - - - - South Jamespor , NY 11940 EXCAVATION/CONSTRUCTION. DISCONNECT&MODIFY _ -AS REQUIRED I F 6.)CONTRACTOR TO PROVIDE ALL NECESSARY ELECTRICAL WIRING FOR APPLIANCES &MECHANICAL �- EQUIPMENT. COORDINATE WITH HVAC &PLUBING I I I CONTRACTORS AS REQUIRED. I I I I I I I I I KEYED NOTES I I I I PROVIDE MOTION SENSOR FOR _ _ _ _ _ _ - L _I NOTED FIXTURES �2 PROVIDE POWER FOR JETTED TUB I ^ I I - - G\Sj ERE D A',y 0 FIXTURE SHALL COMPLY W/410.10(D)OF N.E.C. I �� 09HER G - - - - - - - - - - - - - - - - - - - - -I vr�� 0.y`�n�, 4 ALL RECESSED FIXTURES ON DIMMER SWITCH m Q U.O.N. I 6 7f 5� PROVIDE ELEC. RADIANT @ BATHROOMS I © PROVIDE POWER @ ALL TOILETS ELECTRICAL SYMBOL SCHEDULE I- - -r - - - - - - - - - - - - - - - � DUPLEX RECEPTACLE(TYPICALLY CENTERED IN I - - - - - - - - - - - - - - - - -j kD510" ASEBOARD) AFF ' / ISSUE SUBMISSION i - - - - - - --f - - - - - - -f- O � TWO GANG DUPLEX RECEPTACLE(TYPICALLY CENTERIE N BASEBOARD) NO, DATE ISSUE I I � / G.F.I. I I I ( I 1 09,08.23 09.08.23 w.P. DUPLEX RECEPTACLE GROUNDED OR WATERPROOF I DUPLEX RECEPTACLE(HALF SWITCHES) ' GYM/THEATER 1 ® DUPLEX RECEPTACLE(FLOOR MOUNTED) \ ® DUPLEX RECEPTACLE(FLOOR MOUNTED-HALF WITCHES D DEDICATED APPLIANCE OR EQUIPMENT OUTLET $ TYPICAL SWITCH CLOSET I UP $D TYPICAL DIMMER SWITCH f __- / MECHANICAL/$s 3-WAY SWITCH I Q I I DN O REVISION SUBMISSION STORAGE 3 $4 4-WAY SWITCH � NO. DATE REVISION $J JAMB SWITCH I \ u AIR ( I I I I I 3 3 G. / 1 00.00.00 00.00.00 HANDLER UP SURFACE MOUNTED J-BOX S R C CHANDELIER VESTIBU l(a)BATHROOM RECESSED ADJUSTABLE DOWN LIGHT 4"CANS-LOW / VOLT LED-ON DIM.SWITCH U.O.N. RECESSED PIN LIGHT '- 3 RECESSED SHOWER LIGHT J- - ADJUSTABLE PICTURE LIGHT OPTIONAL/FUTURE� BEDROOM WALL MOUNTED EXTERIOR FIXTURE O O �--. � I Q WALL MOUNTED INTERIOR FIXTURE STORAGE I ------ LED STRIP LIGHTING CLOSET I CEILING FAN w/SPEED CONTROL&LIGHTS I � EXTERIOR RISER LIGHT I 56 "�20"A SB 2 )F . - .F.F. ❑N EXHAUST FAN �^ OU PORCELAIN UTILITY FIXTURE I I SD SMOKE DETECTOR L - - - - - - - - —I CM CARBON MONOXIDE DETECTOR, TO THERMOSTAT C 58"A.F.F. PROJECT TITLE: A TELEPHONE 1735 PARK AVE I'T'v7I T.V.LOCATION:PROVIDE(2)RG6 COAX AND(2)PAIR MATTITUCK, NY '-71 TELEPHONE LINE TO MECHANICAL ROOM E� ETHERNET SHEET TITLE: © GARAGE DOOR OPENER BASEMENT ELECTRICAL PLAN DATE: PAGE: B ASEMENT ELECTRICAL FLOOR PLAN 202acD9.08 1 . 1„ _ , ,, E- 1 01 SCALE.'a - 1 -0 SCALE: AS NOTED SHEET NOTES ELECTRICAL NOTES: 1.) KEYPADS/SWITCHES TO BE INSTALLED @ 48"TO r TOP OF SWITCH A.F.F. OR AS NOTED 2.) PROVIDE DIMMER SWITCH FOR ALL LIGHTING FIXTURES 3.) HEIGHT OF SWITCHES&OUTLETS ABOVE COUNTERTOPS TO BE COORDINATED WITH ARCHITECT FOR BACKSPLASH LAYOUT 4.) OUTLETS TO BE MOUNTED HORIZONTALLY IN BASEBOARD UNLESS NOTED OTHERWISE 5.) CONTRACTOR TO VERIFY EXISTING SERVICE& POWERS HANCOCK DESIGN UPGRADE AS NECESSARY-COORDINATE WITH ARCHITECT PO Box 400 5.) CONTRACTOR TO VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR To South Jamespor , NY 11940 EXCAVATION/CONSTRUCTION. DISCONNECT&MODIF-Y i \, AS REQUIRED 6.)CONTRACTOR TO PROVIDE ALL.NECESSARY ELECTRICAL WIRING FOR APPLIANCES &MECHANICAL / \ G.F.I. EQUIPMENT. COORDINATE WITH FIVAC &PLUBING I W.P. CONTRACTORS AS REQUIRED. I � I RAISED WOOD DECK KEYED NOTES ' /' 1 PROVIDE MOTION SENSOR FOR O NOTED FIXTURES STONE PATIO ON I G.p c.Fl ' 1 G.F..1 I w'1 �2 PROVIDE POWER FOR JETTED TUB GRADE _—L W.P. E w-P. FIXTURE SHALL COMPLY w/.410.10(D) OF N.E.C. F EE G\4\0PHER G'0 <� w 3 .;qN �Jr OC) ® ALL RECESSED FIXTURES ON DIMMER SWITCH U.O.N. G.F.I. 0 PROVIDE ELEC. RADIANT @ BATHROOMS F _77-INK © PROVIDE POWER @ ALL TOILETS \ I I S � I PORCH JG.F.I. ELECTRICAL SYMBOL. SCHEDULE I �P. \ — \ W- E E G.F.I DUPLEX RECEPTACLE(TYPICALLY CENTERED IN w I G.F.I. 3ASEBOARD) — - —�— I o ISSUE SUBMISSION TWO GANG DUPLEX RECEPTACLE(TYPICALLY CENTEREC KITCHEN/DINING _19'6°x 20' o NO. DATE ISSUE N BASEBOARD) i --DECK- ` G.F.I. "' I G.F.I. G.F.I. W.P. _ _ / z. 1 09.08.23 09.08.23 P. 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DATE REVISION 1 00.00.00 00.00.00 T � w $ JAMB SWITCH I \ I I 'I I I o T. ?w UP -�S - SURFACE MOUNTED J-BOXY m I I CLO ET 1 '- MAST ATH C CHANDELIER O 4 RECESSED ADJUSTABLE DOWNLIGHT 4"CANS-LOW \ O POWDER 1 _ JOLT LED-ON DIM.SWITCH U.O.N. 00 C ,y 6 ® RECESSED PIN LIGHT 5 FOYER RECESSED SHOWER LIGHT ____ W _ _ _ 7'-6"X 20' \ ui - ADJUSTABLE PICTURE LIGHT L — — — — O t SHOWER U WALL MOUNTED EXTERIOR FIXTURE G.F.I. I LAU ry lr",DRYLi I BOOKSHELVES I Q WALL MOUNTED INTERIOR FIXTURE \ \ ^' -� / - J IL ------ LED STRIP LIGHTING G.F.I. HOOKS I CEILING FAN w/SPEED CONTROL&LIGHTS P EXTERIOR RISER LIGHT COVE ' ORCH W.P. / �� � 14'-4"X 8'-6" ❑N EXHAUST FAN DN rT— FT OU PORCELAIN UTILITY FIXTURE SD SMOKE DETECTOR 1 CM CARBON MONOXIDE DETECTOR OT THERMOSTAT C 58"A.F.F. PROJECT TITLE: Q TELEPHONE 1735 PARK AVE MATTITUCK, NY 4 T.V.LOCATION:PROVIDE(2)RG6 COAX AND(2)PAIR TELEPHONE LINE TO MECHANICAL ROOM E� ETHERNET SHEET TITLE: G� GARAGE DOOR OPENER FIRST FLOOR ELECTRICAL PLAN DATE: PAGE: FIRST FLOOR ELECTRICAL FLOOR PLAN &gq.08 1 " " _ " SCALE: E- 1 02 SCALE.4 - 1 0 AS NOTED SHEET NOTES ELECTRICAL NOTES: 1.) KEYPADS/SWITCHES TO BE INSTALLED @ 48"TO TOP OF SWITCH A.F.F. OR AS NOTED 2.) PROVIDE DIMMER SWITCH FOR ALL LIGHTING FIXTURES 3.) HEIGHT OF SWITCHES&OUTLETS ABOVE COUNTERTOPS TO BE COORDINATED WITH ARCHITECT FOR BACKSPLASH LAYOUT 4.) OUTLETS TO BE MOUNTED HORIZONTALLY IN rrrr-,, BASEBOARD UNLESS NOTED OTHERWISE 5.) CONTRACTOR TO VERIFY EXISTING SERVICE& UPGRADE AS NECESSARY-COORDINATE WITH POWERS HANCOCK DESIGN ARCHITECT PO BOX 400 5.)CONTRACTOR TO VERIFY ALL EXISTING South James oft, NY 11940 UNDERGROUND UTILITIES PRIOR TO p EXCAVATION/CONSTRUCTION. DISCONNECT&MODIFY AS REQUIRED 6.) CONTRACTOR TO PROVIDE ALL NECESSARY ELECTRICAL WIRING FOR APPLIANCES &MECHANICP\L EQUIPMENT. COORDINATE WITH HVAC&PLUBING CONTRACTORS AS REQUIRED. KEYED NOTES O PROVIDE MOTION SENSOR FOR NOTED FIXTURES PROVIDE POWER FOR JETTED TUB 3 0 FIXTURE SHALL COMPLY w/410.10(D) OF N.E.C.. Q:G Ov- O ALL RECESSED FIXTURES ON DIMMER SWITCH 4 U.O.N. PROVIDE ELEC. RADIANT @ BATHROOMS . �-9© PROVIDE POWER @ ALL TOILETS a4VAC ELECTRICAL SYMBOL_ SCHEDULE DUPLEX RECEPTACLE(TYPICALLY CENTERED IN� ISSUE SUBMISSION ASEBOARD) �� TWO GANG DUPLEX RECEPTACLE(TYPICALLY CENTEIRE --BALCONY ` NO. DATE ISSUE N BASEBOARD) �M � E E 1 09.08.23 09,08.23 Z� W.P. DUPLEX RECEPTACLE GROUNDED OR WATERPROOF DUPLEX RECEPTACLE(HALF SWITCHES) ® DUPLEX RECEPTACLE(FLOOR MOUNTED)DUPLEX 2 EDROOM ® SWITCHES) (FLOOR MOUNTED-HALF 1�7'''-T X 11'-311 D DEDICATED APPLIANCE OR EQUIPMENT OUTLET \ , JR. MASTER sw BEDROOM TYPICAL SWITCH SD �' 14'-6"X 13'-3" M ID TYPICAL DIMMER SWITCH i M $ 13 ` REVISION SUBMISSION 3 3-WAY SWITCH � -- r DN •-"'""�' -� 4 4-WAY SWITCH �® SD CM V NO. DATE REVISION HAAAY sD 1 00.00,00 00.00.00 JAMB SWITCH I I I �' 6' c� up - S - SURFACE MOUNTED J-BOX 3 SHOWER �� tr -BATFiROJM' {Gr CHANDELIER 3 THRM G.F.I �@ � SD LINEN X 0' RECESSED ADJUSTABLE DOWNLIGHT 4"CANS-LOW �` 0 _44" , = A S S VOLT LED-ON DIM.SWITCH U.O.N. BENCH �^ RECESSED PIN LIGHT \ ,•. RECESSED SHOWER LIGHT I-�- S ADJUSTABLE PICTURE LIGHT EDROOM HOWER BENCH 11=10"X 12'-8" Q WALL MOUNTED EXTERIOR FIXTURE 4 US W WALL MOUNTED INTERIOR FIXTURE ------ LED STRIP LIGHTING JL CEILING FAN w/SPEED CONTROL&LIGHTS r—""' EXTERIOR RISER LIGHT FN EXHAUST FAN �U PORCELAIN UTILITY FIXTURE SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR TQ THERMOSTAT @ 58"A.F.F. PROJECT TITLE: A TELEPHONE 1735 PARK AVE MATTITUCK, NY 4 T.V.LOCATION:PROVIDE(2)RG6 COAX AND(2)PAIR ELEPHONE LINE TO MECHANbCAL ROOM E� ETHERNET SHEET TITLE: GG GARAGE DOOR OPENER SECOND FLOOR ELECTRICAL PLAN DATE: PAGE: SECOND FLOOR ELECTRICAL FLOOR PLAN 2023.09.08 1niu SCALE: E- 1 03 SCALE. 4 = 1 -0 AS NOTED GENERAL NOTES CAST-IN-PLACE CONCRETE STRUCTURAL STEEL BASIS OF DESIGN 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS,DRAWINGS AND THE 2020 NEW YORK STATE 1. GENERAL 1. SUBMITTALS FOR REVIEW 1. BUILDING CODE: 2020 NEW YORK STATE BUILDING CODE BUILDING CODE. 1.1. CODES AND STANDARDS: COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF: 1.1. SHOP DRAWINGS: INDICATE PROFILES,SIZES,SPACING,LOCATIONS OF STRUCTURAL STEEL MEMBERS,INCLUDING 2. DEAD LOADS 2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND ARCHITECTURAL,SITE, 1.1.1. ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" OPENINGS,ATTACHMENTS,AND FASTENERS. SHOW ALL CONNECTION DETAILS.INDICATE WELDED CONNECTIONS WITH AWS 2.1. ROOF DEAD LOAD 18 PSF ON SLOPE MECHANICAL,ELECTRICAL,PLUMBING DRAWINGS,AND THE APPROVED SHOP DRAWINGS. 1.1.2. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" A2.0 WELDING SYMBOLS. 2.1.1. ROOFTOP PHOTOVOLTAIC PANEL SYSTEM 3 PSF(INCLUDED IN ROOF DEAD LOAD) 1.1.3. ACI 305"HOT WEATHER CONCRETING" 2.2. FLOOR DEAD LOAD,INTERIOR 15 PSF 3. IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS,,SPECIFICATIONS OR NOTES ON THE DRAWINGS,THE ENGINEER 1.1.4. ACI 306"STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" 2. QUALITY ASSURANCE 2.3. FLOOR DEAD LOAD,EXTERIOR 10 PSF SHALL BE NOTIFIED TO RESOLVE THE DISCREPANCY, 1.1.5. ACI 308"STANDARD PRAQTICF FOR CURING CONCRETE". 2.1. FABRICATOR(AND ERECTOR:COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM FIVE 3. LIVE LOADS 4. THE SCOPE OF WORK FOR THE DESIGN ENGINEER FOR THIS PROJECT DOES NOT INCLUDE ANY EVALUATION OF THE SOIL 1.2. CONCRETE MIXES(PER ACI 318 REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS): YEARS E:XPE:RIENCE. 3.1. ROOF LIVE LOAD SNOW LOAD GOVERNS CONDITIONS ON SITE, ADEQUACY OF SOIL STABILITY,BEARING,ETC,IS THE FULL RESPONSIBILITY OF OTHERS. 3.2. FLOOR LIVE LOAD,TYPICAL 40 PSF LOCATION t'c(PSI) DENSITY MAX.AGG. TARGET AIR SLUMP MAX.WIC NOTES 3. MATERIALS 3.4. FLOOR LIVE LOAD,BALCONIES AND DECKS 60 PSF POWERS HANCOCK DESIGN 5. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES FOOTINGS,WALLS,PIERS 3,000 145 PCF 6% 3"-5" 0.55 3.5. FLOOR LIVE LOAD,SLEEPING AREAS 30 PSF ACTING ON THE COMPLETED LDING. IT IS THE SHORING AND BRACING NEEDED DURING CONSTRUCTION TOI O NIAINAIN THE STABILITY AND DESIGN AND OF THE PARTIALLY-COMPLETED � �� - " " 3.1. NOTED ASTM A992,GRADE FLOOR LIVE LOAD ATTIC KNEE-WALL STORAGE 5 STEEL SHALL CONFORM TO THE FOLLOWING: 3.6. , - AREAS 20 PSF PO Box 400 INTERIOR SLABS ON GRADE 3 000 145 PCF 3-5 0.55South Jamesport, NY 11940 STRUCTURE AND FOR CONSTRUCTION LOADINGS THAT EXCEEID THE SPECIFIED DESIGN LOADS. EXTERIOR SLABS AND SIDEWALKS 4,000 145 PCF 4" 6% 3"-5" 0.45 3.1.2. ANGLES,CHANNELS,PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 4. ROOF SNOW LOAD DATA 3.1.3. TUBES: ASTM A500,GRADE C. 4.1. GROUND SNOW LOAD,Fig 20 PSF 6. DETAILS LABELED"TYPICAL DETAILS"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT 3.1.4. PIPES:ASTM A53,GRADE B. 4.2. FLAT ROOF SNOW LOAD,Pf 20 PSF THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE 1.3. TRANSIT MIX SHALL CONFORM TO ASTM C94. 4.3. SNOW EXPOSURE FACTOR,Ce 1.0 DETERMINED BY THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN 3.2. BOLTS,NUTS,AND WASHERS: 4.4. SNOW IMPORTANCE FACTOR,Is 1.0 SELLERS T R E Y B A L AT EACH LOCATION IN THE DRAWINGS. 1.4. NO CHLORIDE OR OTHER UNAUTHORIZED ADMIXTURES SHALL BE USED. 3.2.1. BOLTS: TYPE 1,HEAVY HEX,MINIMUM 3/4"DIAMETER. USE"A325"UNO(=ASTM F3125 GRADE A325 OR GRADE F1852). 4.5. THERMAL FACTOR,Ct 1.1 3.2.2. NUTS: ASTM A563 HEAVY HEX. 4.6. SLOPE FACTORS PER ASCE 7-16 7. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY 1.5. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES 3.2.3. WASHERS: ASTM F436 TYPE 1 HARDENED WASHERS. OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEERS PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE FAHRENHEIT. 5. WIND DESIGN DATA ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. 3.3. ANCHOR BOILTS:ASTM F1554 GRADE 36,UNLESS NOTED OTHERWISE. 5.1. BASIC DESIGN WIND SPEED,V 130 MPH " 1.6. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO 5.2. ALLOWABLE STRESS DESIGN WIND SPEED,Vasd 101 MPH B. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR,THE CONTRACTOR SHALL PREPARE A SKETCH WITH A NOT PERMIT COLD JOINTS TO OCCUR. 3.4. WELDING ELECTRODES:E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. 5.3. RISK CATEGORY II PROPOSED REPAIR AND SUBMIT IT TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO PERFORMING ANY 5.4. WIND EXPOSURE C CORRECTIVE WORK. 1.7. CURING: BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED SURFACES. WHERE 3.5. GROUT: AST-M C1107,FACTORY-PACKAGED,NONMETALLIC AGGREGATE,NONCORROSIVE AND NONSTAINING, 5.5. INTERNAL PRESSURE COEFFICIENTS +/-0.18 POSSIBLE,KEEP CONTINUOUSLY WET FOR 72 HOURS. CONTINUE CURING BY USE OF MOISTURE RETAINING COVER OR SHRINKAGE-IRESISTANT GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS. 5.6. COMPONENTS AND CLADDING WIND PRESSURE PER ASCE 7-16 STRUCTURAL ENGINEERS 9. DO NOT SCALE THE DRAWINGS. MEMBRANE-FORMING CURING COMPOUND. 4. FINISH 6. GEOTECHNICAL INFORMATION 65 Huntington Rd Suite 201 1.8. FINISHING: FLOOR SLABS 6.1. DESIGN LOAD-BEARING VALUE OF SOIL 2,000 PSF(PRESUMPTIVE) Richmond,VT 05477 1.8.1. INTERIOR TO RECEIVE TILE WITH FULL SETTING BED:WOOD FLOAT FINISH 4.1. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP-2 FOR ENCLOSED STEEL TO RECEIVE 6.2. MINIMUM FROST COVER 3'-0" 1.8.2. INTERIOR SURFACES TO RECEIVE CARPET,RESILIENT OR SEAMLESS FLOORING,OR THIN SET CERAMIC TILE:STEEL STANDARD PRIMER AND SSPC SP-6 FOR STEEL TO RECEIVE ZINC-RICH PRIMER. 802.497.1174 www.STS-Engineers.com FOUNDATION RELATED EARTHWORK TROWEL FINISH 1.8.3. EXTERIOR SLABS:BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC. 4.2. SHOP CONTACT PRIME I.STRUCTURL CONCRETE STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE FIREPROOFED,FIELD WELDED,OR IN ISSUE SUBMISSION 1. FOUNDATION DESIGN IS BASED ON PRESUMPTIVE SOIL PROPERTIES FROM THE IBC FOR ASSUMED SUBGRADE CONDITIONS 1.9. UNLESS OTHERWISE NOTED,CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. DESCRIBED AS"SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL AND CLAYEY GRAVEL(SW,SP,SM,SC,GM AND GC)." 5. EXECUTION ABBREVIATIONS NO. DATE ISSUE CONTRACTOR SHALL FIELD-VERIFY THAT ACTUAL SUBGRADE CONDITIONS ARE CONSISTENT WITH THESE ASSUMED SUBGRADE 2. CONCRETE REINFORCING - 9.8.2023 ISSUED FOR PERMIT MATERIALS AND SHALL IMMEDIATELY CONTACT ENGINEER,PRIOR TO STARTING FOUNDATION CONSTRUCTION,IF THEY ARE NOT. 5.1. FABRICATE AND ERECT STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH THE 2016 AISC CODE OF STANDARD PRACTICE. THE FOUNDATIONS MAY NEED TO BE REDESIGNED IF ACTUAL SUBGRADE CONDITIONS ARE WORSE THAN THE ASSUMED 2.1. REINFORCING STEEL SHALL BE ASTM A615,60 KSI YIELD GRADE,DEFORMED STEEL BARS PER ASTM A305. ABV ABOVE MAX MAXIMUM CONDITIONS. 5.2. INSTALL BOUTS IN ACCORDANCE WITH RCSC'S"SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" qpg ANTHONY POWER BEAM 2.2. WELDED STEEL WIRE FABRIC SHALL BE ASTM A185, LAP A MINIMUM OF TWO MESHES. 5.2.1. JOINT TYPE: MIN MINIMUM SNUG TIGHTENED,UNO. APB ANTHONY POWER COLUMN MINS NEAR SIDE 2. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM PRESUMPTIVE LOAD-BEARING CAPACITY OF 2,000 PSF PER IBC SECTION 2.3. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN 5.3. WELD IN ACCORDANCE WITH AWS D1.1. MINIMUM WELD SIZES SHALL CONFORM TO AISC REQUIREMENTS FOR MATERIAL BOF BOTTOM OF FOOTING Oc ON CENTER 1806.2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY, PRIOR TO PROCEEDING WITH WORK,IF ACTUAL CONDITIONS DIFFER. MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE THICKNESS BUT SHALL NOT BE LESS THAN 1/4"UNLESS SPECIFICALLY NOTED TO THE CONTRARY. CL CENTERLINE OF OUTSIDE FACE 3. EXCAVATION TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. CMU CONCRETE MASONRY UNIT PA POST ABOVE 5.4. ALLOW FOR[ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE,PLUMB,AND IN CONT CONTINUOUS PL PLATE 2.4. CONCRETE CLEAR COVER FOR REINFORCEMENT(UNLESS SHOWN OTHERWISE): TRUE ALIGNWENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. DF DOUGLAS FIR PSL PARALLEL STRAND LUMBER 3.2. EXCAVATE SUBSOIL TO ACCOMMODATE BUILDING FOUNIDATIONS.HAND TRIM EXCAVATIONS.REMOVE LOOSE MATERIAL. 2.4.1. BOTTOM OF FOOTINGS:3" DWG DRAWING PT PRESERVATIVE-TREATED 2.4.2. SIDES OF FOOTINGS:2" 5.5. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ARCHITECT/ENGINEER. EF EACH FACE SS STAINLESS STEEL 3.3. COMPACT DISTURBED LOAD BEADING SOIL IN DIRECT CONTACT WITH FOUNDATIONS TO ORIGINAL BEARING CAPACITY. 2.4.3. FACES OF WALLS EXPOSED TO EARTH OR WEATHER: 2" ELEV ELEVATION STD STANDARD PLACE A MINIMUM OF 6 INCHES OF CRUSHED STONE BEPNEATH FOOTINGS IF STANDING WATER IS ENCOUNTERED IN EQ EQUAL TOF TOP OF FOOTING EXCAVATIONS. PLACE A MINIMUM OF 12 INCHES OF CRUSHED STONE,WRAPPED FULLY WITH NON-WOVEN FILTER FABRIC 2.4.4. FACES OF WALLS NOT EXPOSED TO EARTH OR WEATHER: 4" 5.6. AFTER ERECTION,PRIME WELDS,ABRASIONS,AND SURFACES NOT SHOP PRIMED,EXCEPT SURFACES TO BE IN CONTACT (MIRAFI 140N OR EQUIVALENT)OVERLAPPING 12 INCHES MINIMUM,IF CLAY SOILS ARE ENCOUNTERED IN EXCAVATIONS. WITH CONCRETE. ES EACH SIDE TONER TOP OF PIER 2.5. UNLESS NOTED OTHERWISE,LAP LENGTHS SHALL BE AS FOLLOWS: 16"FOR#3,22"FOR#4,27"FOR#5,AND 32"FOR#6. EW EACH WAY TOSHELF TOP OF SHELF 3.4. IF OVER-EXCAVATION OCCURS,REPLACE MATERIAL WITH SUITABLE WELL-DRAINED MATERIAL,IN 6 INCH LIFTS,APPROVED 5.7. GROUT UNDER BASE PLATES. EX EXISTING TO TOP OF SLAB 5%OF MODIFIED PROCTOR. OVEREXCAVATION MAY ALSO BE REPLACED WITH LEAN 2.6. DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT,UNLESS OTHERWISE NOTED. FND FOUNDATION TOWW TOP OF WALL BY THE ENGINEER AND COMPACTED TO 9 FS FAR SIDE OR FOOTING STEP TYP TYPICAL REVISION SUBMISSION CONCRETE WITH ENGINEER'S APPROVAL, WOOD FRAMING AND SHEATHING FTG FOOTING TIO TOP OF 3. RELATED ITEMS GALV GALVANIZED LINO UNLESS NOTED OTHERWISE NO. DATE REVISION 3.5. PROTECT THE SITE AND ALL CONSTRUCTION,EXISTING AND PROPOSED,FROM THE EFFECTS OF FREEZING OR FROST HORIZ HORIZONTAL U/S UNDERSIDE OF ACTION. 3.1. WATERSTOP SHALL BE 3/4"x1"SWELLSTOP STRIP APPLIED WATERSTOP AS MANUFACTURED BY SIKA OR EQUIVALENT. HT HEAVY TIMBER VERT VERTICAL 3.6. MAINTAIN T-0"MINIMUM FROST COVER FROM FINAL GRADE TO BOTTOM OF ALL FOOTINGS. 1. GENERAL IF INSIDE FACE VIF VERIFY IN FIELD LSL LAMINATED STRAND LUMBER WS WALL STEP 4. BACKFILL AND COMPACTION 1.1. UNLESS OTHERWISE SPECIFIED,EACH PIECE OF LUMBER SHALL BEAR THE GRADE MARK,STAMP,OR OTHER IDENTIFYING LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC MARKS INDICATING GRADES OF MATERIAL,AND RULES OR STANDARDS UNDER WHICH PRODUCED. 4.1. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 8"OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12"INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. DO NOT USE 1.2. PROTECT LUMBER AND OTHER PRODUCTS FROM DAMPNESS BEFORE,DURING AND AFTER DELIVERY AT THE SITE. LARGE VIBRATORY ROLLERS WITHIN 5 FEET OF BASEMENT WALLS(USE HAND-HELD EQUIPMENT). 1.3. NOMINAL SIZES ARE INDICATED EXCEPT AS SHOWN BY DETAIL DIMENSIONS. STRUCTURAL D RAW I N G LIST 4.2. MAINTAIN+/-1%OF OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 1.4. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. 4.3. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS. S-000 GENERAL NOTES 2. MATERIALS 4.4. DO NOT BACKFILL WALLS UNTIL FLOOR FRAMING SUPPORTING TOP OF WALLS AND SLAB ON GRADE SUPPORTING BOTTOM S-100 FOUNDATION PLAN OF WALLS IS IN PLACE. 2.1. STRUCTURAL DIMENSION LUMBER: DOUGLAS FIR-LARCH N0.2 AS GRADED BY WWPA S-101 FIRST FLOOR FRAMING PLAN S-102 SECOND FLOOR&LOWER ROOF FRAMING PLAN 4.5. COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM D2922,TEST METHODS FOR SOIL BY NUCLEAR 2.2. PRESERVATIWE PRESSURE TREATED LUMBER(PT): SOUTHERN PINE NO.2,AS GRADED BY SPIB S-103 ATTIC FLOOR FRAMING PLAN METHODS. MAXIMUM DENSITY SHALL BE DETERMINED BY THE MODIFIED PROCTOR METHOD,ASTM D1557. S-104 UPPER ROOF FRAMING PLAN Digitally signed by John Treybal 2.3. LAMINATED VENEER LUMBER(LVL): MICROLAM LVL 2.0E BY TRUS JOIST OR APPROVED EQUIVALENT,14"THICK,WITH DEPTHS Date:2023.09.07 ' 0' 5. BACKFILL REQUIREMENTS AS INDICATE Q D ON DRAWINGS. S-200 TYPICAL FOUNDATION DETAILS F .NEW S-201 TYPICAL FRAMING DETAILS 5.1. FILL WITHIN BUILDING ENVELOPE AND FILL BELOW SLABS: 2.4, PARALLEL STRRAND LUMBER(PSL): PARALLAM PSL BY TRUS JOIST OR APPROVED EQUIVALENT. S 202 TYPICAL FRAMING DETAILS ��P ,Z,c� R TR�cY69�,A� 5.1.1. MATERIAL: GRANULAR FILL ,t 5.1.2. COMPACTION: 95%MODIFIED PROCTOR 2.5. LAMINATED STRAND LUMBER(LSL): TIMBERSTRAND LSL BY TRUS JOIST OR APPROVED EQUIVALENT. S-30 SECTIONS&DETAILS r- a:S-301 SECTIONS&DETAILS S-302 SECTIONS&DETAILS m 5.2. CRUSHED STONE: 2.6. PREFABRICATED WOOD I-JOISTS(TJI): TJI JOISTS BY TRUS JOIST OR APPROVED EQUIVALENT. 2 i 2 5.2.1. MATERIAL: CRUSHED STONE 023 5.2.2. COMPACTION: MINIMUM 2 PASSES WITH COMPACTION EQUIPMENT 2.7. SHEATHING: PANEL GRADE AS NOTED ON DRAWINGS,THICKNESS AS INDICATED,SPAN RATING AS REQUIRED TO SUIT 08776'� SUPPORT SPACING INDICATED,EXPOSURE DURABILITY 1,TWO SPAN MINIMUM. F P 5.3. BACKFILL ALONG EXTERIOR OF BASEMENT WALLS AND BEHIND RETAINING WALLS(NOT BELOW SLABS): 5.3.1. MATERIAL: GRANULAR FILL 2.8. FASTENERS AND ANCHORS: It is a I Education Law Article 1 ,,See Section 7209 for any 5.3.2. COMPACTION: 92%MODIFIED PROCTOR 2.8.1. WOOD CONSTRUCTION CONNECTORS BY SIMPSON STRONG-TIE OR USP EQUIVALENT WITH EQUAL OR GREATER erson, ess he is acting under the CAPACITY UNLESS NOTED OTHERWISE. CONFORM TO MANUFACTURER'S COATING RECOMMENDATIONS. ion of a licensed professional engineer to alter this item in any way. 6. MATERIALS 2.8.2. BOLTS,INUTS AND WASHERS SHALL BE HOT DIPPED GALVANIZED STEEL. 2.8.3. FASTENERS AND ANCHORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL OR STEEL HOT 6.1. GRANULAR FILL: SOILS CLASSIFIED AS GW,GP,SW OR SP PER THE UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM D 2487. DIP GAL'.VANIZED TO G-185. 6.2. CRUSHED GRAVEL: 2.9. WOOD PRESERVATIVE TREATMENT: IN ACCORDANCE WITH AWPA U1,USING WATER-BORNE PRESERVATIVE ACCEPTABLE TO SIEVE DESIGNATION %BY WEIGHT PASSINJG SIEVES AUTHORITIES HAVING JURISDICTION AND CONTAINING NO ARSENIC OR CHROMIUM. 2 INCH 100 11 INCH 90-100 2.10.SUBFLOOR GLUE: APA AFG-01,WATERPROOF OF WATER SOLVENT BASE,AIR CURE TYPE,CARTRIDGE DISPENSED. NOA 30-60 NO.100 0-12 3. EXECUTION NO.200 0-6 3.1. MAKE PROVISIONS FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, 6.3. CRUSHED STONE: PLUMB,AND IIN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. SIEVE DESIGNATION %BY WEIGHT PASSINIG SIEVES 1 INCH 100 3.2. CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 4 INCH 90-100 3.3. PROVIDE DOUBLE JOISTS BENEATH WALL STUD PARTITIONS THAT ARE PARALLEL TO FLOOR JOISTS. j INCH 2O-55 PROJECT TITLE: NO.4 0-10 3.4. USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. N0.8 0-5 3.5. PROVIDE ROOF SHEATHING ALONG TOP EDGE OF ALL RAFTERS,INCLUDING RAFTERS BELOW OVER-FRAMED AREAS,UNLESS 1735 PARK AVE 6.4. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM,SILT,CLAY,AND ORGANIC MATTER. NOTED OTHERWISE. MATTITUCK, NY 6.5. GEOTEXTILE FABRIC: NON-WOVEN GEOTEXTILE FABRIC;,MIRAFI 140N OR EQUIVALENT. 3.6. ALL POSTS AIND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS INCLUDING STOLID BLOCKING IN FLOOR SPACES. 3.7. ALL BOTTOM BEARING PLATES,FOR STUD WALLS OR BEAM BEARING,SHALL BE ANCHORED TO THE FOUNDATION WITH 1/2" SHEET TITLE: DIAMETER ANCHOR BOLTS AT 4'-0"ON CENTER,UNLESS NOTED OTHERWISE. GENERAL NOTES 3.8. ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE, 3.9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. DATE: PAGE: 3.10.HOLES FOR BOLTS SHALL BE 2"TO ts"LARGER THAN NOMINAL BOLT SIZE. 9.8.2023 3.11. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED FASTENER. S-000 SCALE: 3.12. WHERE LIGHT-GAGE STRAPS ARE SPECIFIED,PLACE HALF OF FASTENERS IN EACH MEMBER CONNECTED. AS NOTED 3.13. FOLLOW PREFABRICATED WOOD JOIST MANUFACTURER RECOMMENDATIONS. r t ,57 FOOTING SCHEDULE MARK SIZE REINFORCING (LENGTH x WIDTH x THICKNESS) (3"CLEAR TO BOTTOM OF FOOTING,U.N.O.) 55'-6" F2.0 2'-0"x 2'-0"x 10" (3)#4 EACH WAY 20'-0" 20'6" 15'-0" 4'-0" F2.5 2'-6"x 2'-6"x 10" (3)#4 EACH WAY 91 a1„ 23„ 4 4 4 F3.0 T-0"x 3'-0"x 10" (4)#4 EACH WAY F3.5 3'-6"x 3'-6"x 10" (4)#4 EACH WAY 4 5 POWERS HANCOCK DESIGN VS-300r 00 F4.0 4'-0"x 4'-0"x 1'-0" (4)#5 EACH WAY F4.5 4'-6"x 4'-6"x 1'-0" (4)#5 EACH WAY PO Box 400 \ I \ South Jamesport, NY 11940 I 1 _ / 1 FX SEE PLAN,10"THICK #4 AT 9"oc EACH WAY F28 28"(P BIGFOOT FOOTING (3)#5 VERTICAL DOWELS F28 F28 F28 S E L L E R S T R E Y B A L i 1" 1„ 1 T-3„ 7'-3„ „ 3 34 3 82 I 3 8Z STRUCTURAL ENGINEERS 65 Huntington Rd Suite 201 F28 i r — r-- TOF-10'-4" ------ ---, Richmond, VT 05477 802.497.1174 www.STS-Engineers.com 3" o ISSUE SUBMISSION I 1 UI I I o C? NO. DATE ISSUE I 4'-4" I ( I r-' L_ _ - 9.8.2023 ISSUED FOR PERMIT iI L-- -------------- —� 1_" L Ci — — M �. - - ----- _ 1 I i - o L_ _ _J = F28 F28 = F28 = I F4.0 TOW-1'-4" I TOW-l'-8" Cl) 1 ( ( BEAM POCKET I TOF-10'-4" 1 F_ ------------------- ---- I � I o2 o � BASEMENT 01 0 1 r-——————————— ——— ------- J TOS-9'-10" I ( 1 PLAN NOTES: 1 4" BEAM POCKET 0 U FS _ _j FS 6 i—i 1. ELEVATIONS ARE BASED ON TOP OF FIRST FLOOR SUBFLOOR REFERENCE ELEVATION 0'-0" T 1 c 1 3 1 3 �I _ N 2. "FS"=FOOTING STEP,SEE 21S 200 I , 24" 9'-82" 10'-4" 2 c4 Co I ( 0 3. "TOF"=TOP OF FOOTING I I `-�' z U_ o ( 4. "TOS"=TOP OF SLAB UI 0 -�� w z ~ ~ 1 5. "TOW"=TOP OF WALL 1 I o W I I 6. "WS"=WALL STEP REVISION SUBMISSION 1 I _ _ I _ ( 7. r 7 "CJ"=SLAB CONTROL JOINT,SEE 7/S-200 I I r , �7 I EXTERIOR 8. WHERE INDICATED,SEE ARCH.FOR ROUGH OPENING ELEVATIONS. MINIMUM CONCRETE NO. DATE REVISION 1 I I I F4.0 I I F3.5 " - TOS-10'-2" 9 HEADER DEPTH TO BE V-2". PROVIDE ADDITIONAL(2)#5 VERTICAL FULL-HEIGHT EACH SIDE OF CJ CJ I 1 TOF-10'-6" CJ TOF-10-6 CJ— — — — CJ 0 W_ I 1 1 N OPENING. SEE DETAILS FOR HEADER REINFORCING. (� Z ~O �__ __ _____ ( _ _1 ___ 3 9. "HD"INDICATES SIMPSON STHD14RJ HOLD DOWN CAST INTO TO OF FOUNDATION MIALL,SEE I_ I—— J r—— —— ° W r I 5 r S-300 SHEET S-102 AND 81S-200. DIMENSIONS ON PLAN ARE TO CENTER OF HOLD DOWN,TYPICAL. _ �, o �, _J TOW-1'-4" Imo, L—v, ——-� M I I _ _ 1 oD N I o F4.5 TOF-10'-6" I HD TOW-1'-8„ 1 I I FS ——I 1 I I i I FX 0 11,9"U 11 9" 1 TOF-10'6" ��N of I TOW-1'-4" I I I U_ 01 Mb� co 4„ BEAM POCKET S-300 1 1 F4.0 I 1 rn I 1 I TOF-10'-6" 1 1 I t--------- --- ——— —— ————— — — CJ — — — CJ L -- -� — — CJ I I r— _��OV NEwy L -- ---- -------- - ---- �P R T�Fy o — ———— TOW-1'4' U') o 1 I I cl; LU 0 2 iCIDN y/g 2023 00 3" 1 II 1 1 _ r —-� I a 0877ro\ �. ---L- -}---J 1 S-300LU m 1 I z --}- - -----�- -�--- 2 p P ________ __ __ _ _ ______ _ o 1- I I I S-300 TOF-10-4 W ch `t It i a I n of NYS Education Law a- LU W I I I I Article 1 Section 7209 for any erson, ess he is actin under the co —� � ( _ L—J TOW-l'-8" 1 ion of a licensed professional HD 1 I engineer to alter this item in any way. ————— ——————————— ———— 1 J = 1 1 1 I 1 T-1" bN II LO 12,1 L ------ ------ --� TOW-1'-4" S-300 ----- \�/ -- \ —————— —— ———————————— F28 F28 9'-0" 7'-94"1 PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY 20'-0" 18'-0" 15'-3" 53'-3" SHEET TITLE: FOUNDATION PLAN DATE: PAGE: FOUNDATION PLAN 9.8.2023 1/4"=1'-011 S-100 SCALE: AS NOTED R - s-00 s-3oo POWERS HANCOCK DESIGN __. ___- __ -__ PO Box 400 1 ��01 10- , = �+ South Jamespor , NY 11940 f1.?-- PT 3 2xJO . ---- .._. ._ '. _f ' PT 3 2x10 - ' m LU J J W w., F ✓ icli SELLERS T R E Y B A L I E � I O I i ! PT 2x8 JOISTS AT 16"oc LU i I N0 I W M STRUCTURAL ENGINEERS PUC ��'gj,XIHANGER 65 Huntington Rd Suite 201 I Q I Richmond,VT 05477 802.497.1174 www.STS-Engineers.com I y i I i II I o 1 N PT 2x8 i AT 16"0c I ISSUE SUBMISSION I a NO. DATE ISSUE I , 9.8.2023 ISSUED FOR PERMIT i Q Q U Z i I . _ PT 2 2x10 . _ __. _... __. _ PT 2 2x10 ___ r_ ,r== i HUC210-2 I U) ------ 0 j J HANGER t._...' IN I ` 6 0 N a W PT 2x8 JOISTS AT 16"oc to I I 4 t I i 23 I PLAN NOTES: I � `, ---r i--- 5-302 tQ_ -,__..__.___ --- 1. SHEATHING: 0 0 I I ti w of Ia i _.__._____._ ___-._ 1.1. FIRST AND SECOND FLOOR: 18"APA RATED,SEE 11S-201 24 _ ,— I -- �i i� 1.2. ATTIC FLOOR: a APA RATED,SEE 1/S-201 S-302 I i . i i� ____.__..____._ ..._._. 1.3. ROOF: "APA RATED,SEE 2/S-201 ___._...-_..�.._____.. 1.4. WALL: SEE WALL SCHEDULE AND 3/S-201 REVISION SUBMISSION CAI 2. "PA"INDICATES POST ABOVE. NO. DATE REVISION (3)118'LVL __ __� I , , o0`0 00NT.(3)11 "LVL I i o a o 3. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE, HGUS412 Igloo ~co ��OD I II tiJm IlI �a oC73 0=—zd--r——/--'cH—o, --I'—t —r—,�.—.---F'w—`.--------- > U HANGER,TYP. w J O J LU .-j ozz p o , y (3)1W LVL L ---:=, _1 ------ --- - ----- S-330 0 u ----_ � �i � 5 i I e� m it _ 3 ;F I 1`Im X��°�C�- � j;; ;� t----- D+�` off, I i _ _.:- e � __.t, ;._._....,_.i_--�j c� � •-- = y_ ..__�,,..-��__..._...---- _ _.___ , :fit, `;; �, 11 TJI 560 JOISTS AT 16 oc x v, _ to ; 8 i J U I HWP5.37 H=111.875 HANGER I -P LO --t (1)118 LVL ITS HANGER OaNEFwyO 41._.._._. cn_ m 1 o �... o ? ITS HANGER m ) W Q 2 2 91co i ( o � N 9/8/2023 c� 1 ITSHANGER, ITS HANGER, S-300 TYP. TYP. --=- ------- ----- 2 F8776N P 2 , It is a I n of NYS Education Law I S-300 I o S-302 3 Article 1 Section 7209 for any N erson, ess he is acting under the 4 i ion of a licensed professional 71S-202 (FLUSH) 7IS-202 1 �I W10 — engineer to alter this item in any way. w a o PT 2x8 JOISTS AT 16"oc Ce I W I 6 HUC210-2 PT(2)2X10 HUC210-2 HUC210-2 PT(2)2X10 HUC210-2 HANGER— HANGER `{HANGER HANGEIRi ,40 PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: FIRST FLOOR FRAMING PLAN DATE: PAGE: 9.8.2023 FIRST FLOOR FRAMING PLAN 1/4"=1'-0" S-101 SCALE: AS NOTED WALL SCHEDULE SHEATHING SHEATHING FASTENING MARK STUDS PANEL PANEL REMARKS THICKNESS TYPE FASTENER EDGES FIELD _.-_ 4A N/A N/A N/A N/A N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. o 11„ ZIP SYSTEM 0.131"04"NAILS 3"0c 6"oc r . ¢ 2 R-SHEATHING(R-6) i x POWERS HANCOCK DESIGN - O STRUCTURAL 1 0.131"fx22"NAILS 3"oc 6"oc - PO Box 400 ame I if South J sport NY 11940 f` r. p' � __._- _ _, ' `_:- ` ____._._._ I PROVIDE SOLID BLOCKING r I 6A N/A N/A N/A N/A N/A BETWEEN STUDS AT 48fl oc MAX. v� I I __� 11" ZIP SYSTEM 1„ „ SELLERS T R EYBAL 2 R-SHEATHING R-6 0.131 q)x34 NAILS 3 oc 6 oc 6C 20 I a 2" STRUCTURAL 1 0.131"(Px2 "NAILS 3"0c 6"oc IN HDa HDa HDa ! HDa 12 ZIP SYSTEM 0.131 (W NAILS 3 oc oc ZIP R SHEATHING TO BE R-SHEATHING(R-6) " 6APPLIED TO EXTERIOR FACE OF WALL > I 6D _ ... _. 3 "LVL STRUCTURAL 1 131"�x2 "NAIL 3"oc 6"oc __._..___.._.._... .____..__. STRUCTURAL 1 SHEATHING TO BE .__._...._____.___..__,__.__-__...____._.___... ....__._...,.__.___ 2 APPLIED TO INTERIOR FACE OF WALL S T R U C U R A L ENGINEERS 0 S T 1 65 Huntington Rd Suite 201 f ; 200 RAFTERS AT 16"6c Richmond,VT 05477 t MU �2x10; 2x10 802.497.1174 www.STS-Engineers.com f 4 _ HOLD DOWN SCHEDULE I , •f ,:`4 I o �z o o � I o ,�� NI I 11 ISSUE SUBMISSION ., � � N ., ; � N _ MARK HOLD DOWN LOCATION DETAIL � I s-3o1 N0, DATE ISSUE `�I Ir i �� I I. ; I i HDa STRAP CAST INTO POST IN WALL TO 9.8.2023 ISSUED FOR PERMIT ' 8/S-200 2x10 1 W U 2x10 'L FOUNDATION,SEE 8/S-200 FOUNDATION WALL I _ 21 . ¢ __._.. 1 W i `L'- (3)9"LVL S-302 ! � 12/S 202 W10x22 1121S 202 --- --- -- --- ----f.= - --- SIMPSON HDU5-SDS2.5 WITH POST IN WALL TO r HDb �„ 10/S-202 --------------------------- -------------------`---- w 2x8 JOISTS AT 16 oc 1 � s�THREADED ROD STEEL BEAM IN FLOOR BELOW HDaHDa ...___.__.___._.._. N _..._._....____._.'__ POST IN WALL TO -' , /_ __ --- (2)11�"LVL -- a__------ I HDC (4)SIMPSON CSHP18 STRAPS 11/S 202 6D , _ _ ___ _._._.__._.._ .-._._.� I LVL BEAM IN FLOOR BELOW I (2)11Z„LVL ------ -------- -- __. 2x10 RAFTERS AT 16"oc �i I �_.__..__. ! Cn 41 �I i 2x10 2x10 2x10 � 1 o „ 6C ci O N N ' N + N �" N �'-.. .sc REVISION SUBMISSION ii CN i^. t !I 6C .� i 1 � � � 2x10 ! ' 2x10 _2x10 l I ; __ (�2x8 _-`r F, - __ cli 29 J I = 1 (2)14 LVL I I _ , 0 3 _...�I O � � 1 I'L _ __ __.C8x11.5(BENT)_,..� - ! r V ]US RANGE P f _...._ 0 9 1 1 cWa 1fE_ ( �` Zia"T�1110 I— i I 1 I Y HDa g I I ii � it II ��ao IUS HANCGER,TYP.1 I IUS HANGER,TYP. I 2� 6C PLAN NOTES: m 2x10 RAFTERS AT 16"oc o N I .-;I.- N _. ..' W10x33 ---- ff I �QG'� � i i J I I e1 �q �,�I I 1. SHEATHING: aol 9/S-2021 1 J^ c I I 1.1. FIRST AND SECOND FLOOR: 18"APA RATED,SEE 11S 201 1 1.2. ATTIC FLOOR: "APA RATED,SEE 11S-201 , � I oo ---_-___--•-I Ill , _.__...__. I 1 1.3. ROOF: "APA RATED,SEE 2/S-201 1 `j i i `- I-= '"-1-=-=---(2)118„LVL- ------- 1.4. WALL: SEE WALL SCHEDULE AND 3/S-201 I 1 o I i � , r , 2. �'� INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE(1)JACK STUD AND(1)KING STUD 6 HHUS410 HANGER �2Z2x8 �2Z2x8 �2Z2x8- _ _ `r c� I 1 - ----^' °-- -- .Z I i of NE�V I - �_i___-�___ __ AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. ,�� --- - -- -- --- -- — Y '. HIP BEAM TO BEAR ONI ,, - ' _ ¢' _' --j '<P,r� R TRFy0 O,p s l I, - 1 1_ !� _s__ ___� _ 1_ - 3. EXTERIOR WALLS TO BE TYPE 6B UNLESS NOTED OTHERWISE. �O 9� 6D ____f ____ ' __ ---- -- - -': I Cn ;- 3 2x6 POST IN WALL ABOVE: -- o I - W� 4 PA INDICATES POST ABOVE f( I _ 1 i „ „ HDa L HDa ,�, — — ----------------- — - — w f I5� 11 I 2 co -- - --- 5. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE. 2 ,� LSSJ210 HANGER,TYP. .— a N y/g 2O cW, _ co 10 � � -" ¢ � �8776A Ali co _-- -------------------=----------P------- ---- -----W - -- --, S-301 N I I I � �� 1 ,� zd , I u- It 1 a 1 n of NYS Education Law Article 1 ,Section 7209 for any „ _ tom erson, ess he is actin under the it CONT..(2)118 LVL RIM BEAM , ---, 1= �-3 I i 1 ton of a licensed professional HDa — _-_- co } engineer to alter this item in an wa 9 Y Y o w CD j 1 6D 6D 6D rz _ W L . ._ __ - __. ,-I -N HDa f� chN I I N 1 2x10 RAFTERS AT 16"0c I ! (2)52 LVL,TYP. _ ._ 2 2x10. _. .. _. 2 2x10 HUC210 2 -- -- -- --- --" -- -- _- - -- - -_._.- NANGE _ -- — -- -- -- _— --- -- — --tk HH4 HEADER Q� Q� HANGER,TYP. PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: SECOND FLOOR&LOWER ROOF Im FRAMING PLAN DATE: PAGE: 9.8.2023 SECOND FLOOR & LOWER ROOF FRAMING PLAN SCALE: S-102 AS NOTED WALL SCHEDULE SHEATHING SHEATHING FASTENING MARK STUDS PANEL PANEL REMARKS THICKNESS TYPE FASTENER EDGES FIELD 4A NIA NIA N/A N/A N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. 0 ZIP SYSTEM `' 11 0.131"0x t"NAILS 3"oc 6"oc 2" R-SHEATHING(R-6) v POWERS HANCOCK DESIGN 4C STRUCTURAL 1 0.131"�x22"NAILS 3"oc 6"oc - PO Box 400 South Jamesport, NY 11940 6A N/A N/A NIA N/A N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48'"oc MAX. 6B 1 „ ZIP SYSTEM 0.131"0x31"NAILS 3"oc 6"oc - S E L L E R S T R E Y B A L R-SHEATHING(R-6) 4 U O 20 6C a STRUCTURAL 1 0.131'q)x*'NAILS 3"0c 6"oc - S-302 to s.,,. 12" ZIP SYSTEM 0.131"0x3 "NAILS 3"oc 6"oc ZIP R-SHEATHING TO BE ' R-SHEATHING(R-6) APPLIED TO EXTERIOR FACE OF WALL I 6D O I STRUCTURAL 1 SHEATHING TO BE STRUCTURAL ENGINEERS STRUCTURAL 1 0.131"(Px4"NAILS 3"0c 6"oc j APPLIED TO INTERIOR FACE OF WALL 65 Huntington Rd Suite 201 ' Richmond,VT 05477 802.497.1174 www.STS-Engineers.com ISSUE SUBMISSION 1! ` NO. DAT ISSUE E 9.8.2023 ISSUED FOR PERMIT ti� _ ._ ..._.._._...__.... _. ._.._ 2 2x8 2 2x8 '� 2 2x8 i Ij ti P lye 7 7 i I li ,,`}� _ -I. :- ------------------- ------ ` PLAN NOTES: ' 2x10 JOISTS AT 16"oc I,, 6C ool 1. SHEATHING: 1.1. FIRST AND SECOND FLOOR: 11"APA RATED,SEE 1/S-201 E I 1.2. ATTIC FLOOR: 'APA RATED SEE 1/S-201 i_ � � 1.3. ROOF' APA RATED,SEE 2/S-201 1.4. WALL: SEE WALL SCHEDULE AND 3/S-201 REVISION SUBMISSION - 2. /#� INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE(1)JACK STUD AND(1)KING STUD NO. DATE REVISION J ,9 ." ;oo AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. L(2)2x P ! I 3. EXTERIOR WALLS TO BE TYPE 6B UNLESS NOTED OTHERWISE. I 0 Y•14 "PA"INDICATES POST ABOVE. .._�;. Co At I Ell I N 5. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE. 2x10 JOISTS AT 16"oc „ Y^.... .__ I ` I 1 - JOI TS; _ CANTILEVERED r f =` { UJ (2)2x8 71 (2)2x8 I I J 4x V >, 1_ i 2`2x10 f.f �`_ I E6� 4A ! j ; Jw, ,� -.----- I - ....... . .- I r iVI i I i (2)2x8 U_. .,zX s i, 3 � V F NE I 2x10 JOISTS AT 16'occc LU I ol I E ° "f � J 9 08/ C 6' 77 P k� It is a I n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the _ 212x8_ _L2L2X8_ _�212x8 -- ; I ion of a licensed professional engineer to alter this item in any way. f s�s l j'fi. •� I PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: ATTIC FLOOR FRAMING PLAN DATE: PAGE: 9.8.2023 ATTIC FLOOR FRAMING PLAN 1/4"=1'-0" SCALE: S-103 AS NOTED WALL SCHEDULE SHEATHING SHEATHING FASTENING MARK STUDS PANEL PANEL REMARKS THICKNESS TYPE FASTENER EDGES FIELD 4A NIA N/A NIA N/A N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX. 0 r ZIP SYSTEM 46 ¢ 12" R-SHEATHING(R-6) 0.131"q)x34"NAILS 3"oc 6"oc X "4C 2" STRUCTURAL 1 0.131"0x22 POWERS HANCOCK DESIGN"NAILS 3"oc s"o� - PO Box 400 South Jamesport, NY 11940 6A N/A NIA N/A N/A N/A PROVIDE SOLID BLOCKING BETWEEN STUDS AT 48"oc MAX, 6B 12, ZIP SYSTEM 0.131"(Wi4 NAILS Woc 6"oc S E L L E R S T R E Y B A L R-SHEATHING(R-6) 0 8 a 2" STRUCTURAL 1 0.131")x22"NAILS 3"oc 6"oc 1„ ZIP SYSTEM ZIP R-SHEATHING TO BE 12 R-SHEATHING(R-6) 0.131 04 NAILS 3 oc 6 oc APPLIED TO EXTERIOR FACE OF WALL 6D 2" STRUCTURAL 1 0.131"q)x22"NAILS 3"oc 6"0c STRUCTURAL 1 SHEATHING TO BE STRUCTURAL ENGINEERS APPLIED TO INTERIOR FACE OF WALL 65 Huntington Rd Suite 201 Richmond,VT 05477 802.497.1174 www.STS-Engineers.com zo ISSUE SUBMISSION s-soz NO. DATE ISSUE 9.8.2023 ISSUED FOR PERMIT I (2)92"LVL V1 —P1 ` co w I I LSSJ2�0 PLAN NOTES: ! LL MANGER,TYP. I 1. SHEATHING: a C V 1.1. FIRST AND SECOND FLOOR: 18"APA RATED,SEE 11S-201 1.2. ATTIC FLOOR: "APA RATED,SEE 1/S-201 ti j ! 1.3. ROOF: "APA RATED,SEE 2/S-201 2x10 RAFTERS AT 16"oc 6P�� 1.4. WALL: SEE WALL SCHEDULE AND 3IS 201 REVISION SUBMISSION I t IL gv ti�OG 2, INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE(1)JACK STUD AND(1)KING STUD NO. DATE REVISION AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. LU — j'z Gd' :� �' CONT.(2)11�"LVL I 3. EXTERIOR WALLS TO BE TYPE 6B UNLESS NOTED OTHERWISE. 8 IN MSC4 HANGER -1 I , jl `crD ( 11 I z �✓ al RAFTERS AT 16"oc Uj f 9; o i o f V r &-- a f' x; l - _.. i � _ Uj LRU210Z LRU210Z LSSJ210 HANGER,TYP. HANGER,TYP. HANGER,TYP. f{ �w iI or- NE XA Co n Cc w 9/2/208776 c� l i i i It i s I n of NYS Education Law I f ` Article 1 ,Section 7209 for any I ; (2)92"LVL ! f 1 ersonhe is acting under the ion of licensed professional engineer to alter this item in any way. ra PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: UPPER ROOF FRAMING PLAN DATE: PAGE: 9.8,2023 UPPER ROOF FRAMING PLAN 1/4"=T-011 S-104 SCALE: AS NOTED . LAP LAP_ t"V-GROOVE WITH SEALANT EACH FACE w w 0 � g FOUNDATION WALL �z- CL CONTROL JOINT NOTES: 0 w o w 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS, 0 6 g STANDARD HOOK,TYP. g 2. JOINTS TO BE SPACED 20'-0"MAXIMUM. DOWELS TO MATCH SIZE AND DOWELS TO MATCH SIZE AND SPACING OF THE WALL WITH SPACING OF THE WALL WITH THE HEAVIEST HORIZ.REINF. THE HEAVIEST HORIZ.REINF. HORIZONTAL WALL SPOCE REINFORCING 1177, 77 P STANDARD HOOK,TYP. CONTROL JOINT 1'-6 CO STANDARD HOOK,TYP. POWERS HAN K ------- , � DOWELS TO MATCH SIZE AND C DESIGN 4"DIA.PERFORATED PVC FOUNDATION DRAIN — —- -�——— BOTTOM REINFORCING BARS DOWELS TO MATCH SIZE AND SPACING OF THE HORIZ.REINF. (PERFORATIONS PLACED DOWN)IN CRUSHED IN FOUNDATION WALL SPACING OF THE HORIZ.REINF. IN THE INTERSECTING WALL PO Box 400 STONE WRAPPED WITH NON-WOVEN FILTER IN THE INTERSECTING WALL South Jamespor , NY 11940 FABRIC(MIRAFI 140N OR EQUIVALENT)WITH z 12"MINIMUM OVERLAP. PROVIDE CLEANOUTS o AT CORNERS AND EVERY 50'MAX. COORDINATE o �- ,. io - WITH SITE DRAWINGS. t �T*. w-------------—————— �THIS SIDE THIS SIDE S E L L E R S T R E Y B A L OL s. MAIINTAIN INVERT BELOW z POURED c~n POURED BASEMENT SLAB ELEV. � � LAP LAP FIRST zo � SECOND w O z LAP —----- J ———— BENTONITE WATER STOP LAP 2141 MINIMUM 1 cn DOWELS WITH STD.HOOK, I STRUCTURAL ENGINEERS cn #4 U-BARS TO MATCH w cn a MATCH SIZE AND SPACING 7REINF.TO MATCH LONGITUDINAL AP FOOTING REINFORCING Y z SPACING OF HORIZ.REINF. n_ 65 Huntington Rd Suite 201 0 o g OF HORIZ.REINF. g Richmond,VT 05477 FOOTING REINFORCINR CD rw ADD(2)VERTICAL BARS, ADD(2)VERTICAL BARS, CONSTRUCTION JOINT 802.497.1174 www.STS-Engineers.com z w SAME SIZE AS TYP,VERT.REINF. SAME SIZE AS TYP.VERT.REINF. o U) AT WALL ENDS,DOOR JAMBS, AT WALL ENDS,DOOR JAMBS, LL AND OPENINGS,U.N.O. AND OPENINGS,U.N.O. ISSUE SUBMISSION TYPICAL FOOTING DRAIN 2 TYPICAL FOOTING STEP 3 T�PICAIL WALL CORNER, INTERSECTION AND END �DETAILS�.. TY�1�AL CONCRETE WALL JOINTS N0. DATE ISSUE NO SCALE NO SCALE NO SCALE 4NO S - 9.8.2023 ISSUED FOR PERMIT I I I I ICI I I I I I I I I I I I I I #4 AT 12"oc EACH WAY 6x6-W2.9xW2.9 co i I °° ° WELDED WIRE FABRIC ° ° I g WALL SHEATHING I i ° ° 10 MIL.POLY VAPOR RETARDER I I ° ° I REVISION SUBMISSION �r POST,SEE SCHEDULE I I ° ° � , ° x x x--x x x x x x o 3/16"WIDE SAW CUT WITHIN 12 HOURS OF PLACING CONCRETE I ° I N0. DATE REVISION o SIMPSON STHDI4RJ HOLD DOWN I i °° I RIGID INSULATION,SEE ARCH., a 0 Z AND NO MORE THAN FOUR HOURS AFTER FINAL TROWEL. CAST INTO TOP OF WALL '° ° 25 PSI MIN.COMP.STRENGTH z g USE EARLY ENTRY SAW AT SLABS ON GRADE AND TOOL I ° ° I g o °- JOINTS AT TOPPINGS. FILL WITH APPROVED ELASTOMERIC - I ° CRUSHED STONE CRUSHED STONE 0 w I I ° I 00 w JOINT SEALANT COMPATIBLE WITH THE FLOORING. I I ° ° f I_ DRAINAGE LAYER DRAINAGE LAYER z `"' i=1 I I=1 I I==1 I i�l I I-1 I II=1 I I=1 I UNDISTURBED EXISTING �� -_ `- � ~ III-III-I I I- I ( I—III I I (—_III I I SUBGRADE ;� t: ; z-,, K:, x x x x x x x x BLOCKING,MATCH POST ABOVE 1 I RIM JOIST I NOTES: III=III—III=l'I I=I I (=I I I_I I -I REINFORCING(BARS AT CONTROCWT ALTERNATE L NES 0 T PT 2x SILL PLATE UNDISTURBED EXISTING '_ ° ° ' 1. MESH LAPS MUST BE TIED SECURELY,. LAP AT LEAST(2)MESH PANELS(1'-0"MIN). �) I I—I I i�l I I�i i I�I I I�I I IAI I I SUBGRADE FOUNDATION STEM WALL 2. WHERE REQUIRED,LOCATE UNDERSLAB DRAINAGE IN COMPACTED CRUSHED STONE DRAINAGE LAYER. OF NE wY �X-4 1; T RFye9`O,A� TYPICAL BASEMENT' SLAB-ON-GRADE SECTION TYPICAL EXTERIOR SLAB-ON-GRADE SECTION TYPICAIL SLAB ON �GRA�DECONTROL JOINTS HOLD DOWN CAST INTO FOUNDATION WALL NO SCALE NO SCALE 7 NO SCALE 8 NOS ALE fit i L I LU 2 9/8 2023 c� 08776'\ � P It i a I n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the i ion of a licensed professional engineer to alter this item in any way. PROJECT TITLE: 1735 PARK AVE MATTITUCK, NY SHEET TITLE: TYPICAL FOUNDATION DETAILS DATE: PAGE: 9.8.2023 SCALE: S-200 AS NOTED PANEL EDGE FASTENING, 0.131"04 ROOF SHEATHING RING SHANK NAILS AT 4"oc PANEL INTERMEDIATE FASTENING, PANEL EDGE FASTENING, 0.131"04 ROOF SHEATHING 0.131'Vx4'NAILS AT 6"oc RING SHANK NAILS AT 6"oc,EXCEPT 4"oc WITHIN 4'-0"OF ROOF EDGE, r WALL STUD PANEL INTERMEDIATE FASTENING, RIDGE,HIP OR VALLEY 0.131"Ox22"NAILS AT 6"0c SHEATHING CLIPS TYPICAL THIS DETAIL APPLIES"GAP AT SHEATHING JOINTS 1"GAP AT SHEATHING JOINTS EXCEPT AS INDICATED 8 SUPPORTING ROOF LOADS: AT POSTS ::: S EXCEPT AS INDICATED • BUILT-UP 2x POSTS-(1)CSHP18 PER PLY OTHERWISE BY MANUFACTURER OTHERWISE BY MANUFACTURER 2x4 BLOCKING AT PANEL EDGES • 32"WIDE SOLID POSTS-(2)CSHP18 r" SHEATHING,SEE PLAN,LONG SHEATHING,SEE PLAN,LONG 54"WIDE SOLID POSTS-(2)CSHP18 DIRECTION PERPENDICULAR TO FRAMING,ENDS STAGGERED DIRECTION FRA FRAMING,ENDS STAGGERED 7"WIDE SOLID POSTS-(3)CSHP18 POWERS HANCOCK DESIGN WALL STUDS, FRAMING,SEE PLAN FRAMING,SEE PLAN SEE WALL SCHEDULE PO Box 400 SUBFLOOR ADHESIVE p RIM JOIST South James ort, NY 11940 • Ir SIMPSON CSHP18 AT 32"oc MAX AND AT EACH WALL CORNER,LAP MIN. 10"ONTO UPPER AND • PANEL EDGE FASTENING, CSHP STRAPS MAY BE PLACED LOWER STUDS,FILL ALL HOLES AT STUDS AND SELLERS T R E Y B A L •• SEE WALL SCHEDULE DIRECTLY ON FRAMING OR ON TOP EVERY OTHER HOLE AT RIM JOIST WITH0.131"x22" • OF WALL SHEATHING NAILS PANEL INTERMEDIATE FASTENING, NON INSULATED SHEATHING ONLY) SEE WALL SCHEDULE WALL STUD WALL SHEATHING,SEE WALL SIMPSON CSHP18 AT EACH STUD, ` .. SCHEDULE,LONG DIRECTION PERPENDICULAR TO FRAMING, WITH 0.131"x22"NAILS,LAP MIN. 10" ENDS STAGGERED 1 ONTO STUD AND RIM JOIST g'GAP AT SHEATHING JOINTS ' EXCEPT AS INDICATED ��'�`� STRUCTURAL ENGINEERS .• OTHERWISE BY MANUFACTURER Suite 201 Su 65 Huntington Rd 3"x3"x0.229"PLATE WASHERS Richmond,VT Rd Su AT SILL ANCHOR BOLTS '�� . •' •• RIM JOIST 802.497.1174 www.STS-Engineers.com SILL PLATE SIMPSON DSP AT 32"oc ISSUE SUBMISSION a PICAL FLOOR SHEATHING LAYOUT AND FASTENING TYPICAL ROOF SHEATHING LAYOUT AND FASTENING TYPICAL WALL SHEATHING LAYOUT AND FASTENING TYPICAL FLOOR TIE DETAIL N0, DATE ISSUE NO SCALE 2 NO SCALE 3 NO SCALE 4 NO SCALE - 9.8.2023 ISSUED FOR PERMIT SOLID SHIM EACH SIDE OF BEAM NOTE: WHERE RAFTERS DO NOT ALIGN ON BOTH SIDES OF RIDGE, NOTE: WHERE RAFTERS/TRUSSES DO NOT ALIGN WITH STUDS, KING STUD(S),SEE PLAN WALL TOP PLATES BEAM, SEE PLAN WRAP STRAP FROM RAFTER OVER TOIP OF RIDGE AND DOWN TIE RAFTERS/TRUSSES TO TOP PLATES WITH SIMPSON H2.5A AND TIE WALL TOP PLATES OPPOSITE FACE OF RIDGE. TOP PLATES TO STUDS WITH H2.5A PLACED ON SAME SIDE OF WALL. e ' SIMPSON CSHP18 STRAP-TIE AT EXTERIOR WALLS AND REVISION SUBMISSION SIMPSON CSHP18 STRAP-TIE WITH SHEAR WALLS,ON TOP OR (8)0.131"fx22"NAILS PER RAFTER RAFTER OR TRUSS ; a o EDGE OF WALL PLATES N0, DATE REVISION WALL TOP PLATES ° FOR HEADERS SUPPORTING ROOF LOADS: I (1)CSHP18 STRAP-TIE PER JACK STUD, WITH(8)0.148"x22"NAILS PER END o AND 10"END LENGTH BEAM,SEE PLAN BUILT-UP 2x POST BENEATH (4)kx4?SIMPSON SDS SCREWS FULL WIDTH OF BEAM, • EACH SIDE U.N.O.ON PLAN HEADER,SEE PLAN,INSULATE RAFTER,TYP. °^ BETWEEN PLIES KING STUD EACH SIDE RIDGE BEAM OR NAILER OF BEAM 2x(CONTINUOUS PLATE TOP AND JACK STUDS BENEATH BOTTOM OF HEADER FULL WIDTH OF BEAM, SIMPSON H2A HURRICANE TIE, JACK STUD U.N.O.ON PLAN PLACED ON EITHER SIDE OF WALL, (S),SEE PLAN NAILED TO EACH RAFTER/TRUSS AND WALL STUD OF NIF C,`Q•�� R TRFy90,p� 5 TYPICAL RAFTER STRAPS s TYPICAL HURRICANE TIES 8 TYPICAL WOOD HEADER IN WALL 9 TYPICAL BEAM BEARING IN WALL m2 z NO SCALE NO SCALE NO SCALE NO SCALE n I W N 9/s 2oz3 c� 88776'\ F P It 11111111111111 1 n of NYS Education Law Article I ,Section 7209 for any erson, ess he is acting under the i ion of a licensed professional engineer to alter this item In any way. '0+ POST ABOVE UPPER WALL STUDS ' UPPER WALL PLATE UPPER WALL STUDS FLOOR SHEATHING UPPER WALL PLATE FLOOR SHEATHING 1"'LSL BLOCKING BETWEEN JOISTS — 0.162"0x32"NAILS AT 12"oc, (2x BLOCKING AT 2x JOISTS) STAGGERED,TYP. FLOOR JOISTS (6)0.162"(Px32"NAILS EACH SIDE • OF TOP AND BOTTOM SPLICE,TYP. WALL PLATES i PROJECT TITLE: i WALL STUD,TYP. 0.162"0x32"NAILS i I LOWER WALL PLATES CENTER TOP AND,BOTTOM EACH SIDE AT CORNERS, 1735 PARK AVE PLATE SPLICES OVER STUDS,TYP. TYP. MATTITUCK, NY LOWER WALL STUDS SOLID BLOCKING IN FLOOR JOISTS FLOOR SPACE, MATCH POST ABOVE LOWER WALL PLATES SHEET TITLE: LOWER WALL STUDS TYPICAL FRAMING DETAILS POST BELOW,SEE PLAN,MATCH POST ABOVE UNLESS NOTED OTHERWISE DATE: PAGE: 9.8.2023 TC FLOOR SPACE BLOCKING AT POSTS TYPICAL BLOCKING AT BEARING WALLS TYPICAL 70P PLATE LAP SPLICE SCALE: S-201 @_j��IFAL l u NO SCALE NO SCALE AS NOTED MEMBERS UP TO 14"DEEP: (2)38"LONG SIMPSON SDW EWP-PLY SCREWS AT 16"oc 4" " ADDED SCREW"') + CAP PLATE WITH SEAL WELD AT DEEP MEMBERS I MEMBERS MORE THAN 14"DEEP: 1 TOP OF PLATE TO ALIGN WITH ( ) 3 3828"LONG SIMPSON SDW 12 TOP OF BEAMS EWP-PLY SCREWS AT 16"oc TYP. LL4x3x16,TYP- (2)1 "MEMBERS W-BEAM,SEE PLAN 211 TYP BOTH �11 V-0"MAX. V-0"MAX. BEAM CONNECTION SCHEDULE BEAM CONNECTION SCHEDULE ANGLES POWERS HANCOCK DESIGN MINI.#OF "V A325N �!N MEMBERS UP TO 14 DEEP: I BEAM SIZE MIN.#OF 4'4)A325N ��N PO Box 400 �� BEAM SIZE 4 ' BOLTS PER CONN. (2)5 LONG SIMPSON SDW EWP-PLY BOLTS PER ANGLE SCREWS AT 16"oc W8,W10 2 r, w8,W10 2 South Jamesport, NY 11940 ADDED SCREWS II �i.l �) �►N W12,W14 3 i I O ih I MEMBERS MORE THAN 14"DEEP: ® ® M I I I W12,W14 3 cc I AT DEEP MEMBERS iI ® " ® W16 4 I I I O M I 11 Ili' (3)5"LONG SIMPSON SDW EWP-PLY ® ® I I W16 4 -�-- ff II SCREWS AT 16"oc M I i iP-2 S E L L E R S T R E Y B A L (3 1 "MEMBERS ® NP• i i BOTTOM FLANGE COPED �N 114 I I IF NEEDED FOR ERECTION ff 3 MEMBERS UP TO 14"DEEP: (2)L4x3246 MIN. W-BEAM,SEE PLAN " "k "' _ I II HSS COLUMN,SEE PLAN I I (2)64"LONG SIMPSON SDW I I I i EWP-PLY SCREWS AT 16"oc SUPPORTING BEAM,SEE PLAN 1111 11R l ► {I �� 2 2 I ADDED SCREWS — AT DEEP MEMBERS i i�` C i�� i) 'ills MEMBERS MORE THAN 14"DEEP: HANGER,SEE PLAN/SCHEDULE _ I STRUCTURAL ENGINEERS (3)642"LONG SIMPSON SDW INTERSECTING BEAM,SEE PLAN it !! I I i Jil 65 Huntington Rd Suite 201 EWP-PLY SCREWS AT 16 II "oc (6)SIMPSON SDW EWP-PLY SCREW Richmond, VT 05477 (4)12"MEMBERS EACH SIDE OF INTERSECTING BEAM 802.497.1174 www.STS-Engineers.com U.N.O.,SEE TYP.MULTI-MEMBER LVL CONNECTION DETAIL FOR LENGTH ISSUE SUBMISSION TYPICAL MULTI-MEMBER LVL CONINECTION TYPICAL ADDITIONAL FASTENERS AT INTERSECTING BEAMS STEEL BEAM TO STEEL COLUMN CONNECTION TYPIC �LSTEEL BEAM �OSTEE�LB EAM CONNECTION NO. DATE ISSUE NO SCALE 2 NO SCALE (:D_D�!ICAL Nos OSLE 4 NO SCALE - 9.8.2023 ISSUED FOR PERMIT 12" Jill • • �N �LN 6" 6" CLEAR DIST._ BEAM WIDTH+g" 12R 3„ fin fill (8)4"q)x22"SIMPSON SDS 1 R 1l1 SCREWS EACH SIDE PLAN VIEW 3'WEB STIFFENER EACH SIDE "END PLATE 112 1R g"WEB STIFFENER EACH SIDE 112 1 2'END PLATE 2" 2" 2" 2 2 REVISION SUBMISSION W-BEAM,SEE PLAN W-BEAM,SEE PLAN W-BEAM,SEE PLAN W-BEAM,SEE PLAN NO. DATE REVISION iD ihJill s I I I I I I I I I DROPPED WOOD BEAM, I I I I FLUSH LVL BEAM, I I SEE PLAN I I I 1l4 I I I SEE PLAN I I I I I I I I I I I 1 I I I I I I II II II 1 PLATE EACH SIDE I I I I I I I BEARING PLATE,EXTEND 3R I BEARING PLATE EXTEND 1" 11 BEARING PLATE,EXTEND 3" I BEARING PLATE,EXTEND 1 4" � 4 THICK BEARING PLATE I I I I BEYOND BOTH EDGES OF FLANGE I BEYOND BOTH EDGES OF FLANGE I I BEYOND BOTH EDGES OF FLANGE I BEYOND BOTH EDGES OF FLANGE " (6) SIMPSON SDS THICK BEARING PLATE i " NON-SHRINK GROUT Lb NON-SHRINK GROUT �' NON-SHRINK GROUT NON-SHRINK GROUT I I I I I I T�x I I I I I I SCREWS WITH 9/32"� I I (2)a"(P ANCHOR RODS,7"EMBED., 2 "(P ANCHOR RODS,7"EMBED., 2 2")ANCHOR RODS 7"EMBED., 2 "�ANCHOR RODS,7"EMBED., STEEL COLUMN,SEE PLAN I I I I I I ( ) ( )4 ( ) I I I HOLES THROUGH STEEL I I IN CENTER OF SLOTTED HOLES 5"GAGE,IN CENTER OF SLOTTED IN CENTER OF SLOTTED HOLES 5"GAGE,IN CENTER OF SLOTTED IN BEARING PLATE ORIENTED HOLES IN BEARING PLATE IN BEARING PLATE ORIENTED HOLES IN BEARING PLATE I I I I HSS COLUMN,SEE PLAN I I PARALLEL WITH BEAM ORIENTED PARALLEL WITH BEAM _L_v_L PARALLEL WITH BEAM I I I I I I I IL ORIENTED PARALLEL WITH BEAM SIDE VIEW SECTION VIEW SIDE VIEW SECTION VIEW AT BEAMS<8"WIDE AT BEAMS z 8"WIDE AT BEAMS<8"WIDE AT BEAMS z 8"WIDE �P•��OF fk N� Y0CJ D PICAL DROPPED WOOD BEAM 70 STEEL COLUMN CONNECTION TYPICAL FLUSH WOOD BEAM TO STEEL COLUMN CONNECTION TYPICAL STEEL BEAM TO TOP OF FOUNDATION WALL TYPICAL STEEL BEAM TO FOUNDATION BEAM POCKET 5 NO SCALE 6 NO SCALE 7 NO SCALE 8 NO SCALE ) 1 ,i U N 51 202 08776'\ F P It is a I n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the 1 ion of a licensed professional 1/4 T— engineer to alter this item in any way. LVL BEAM,SE:E PLAN "PLATE STEEL BEAM HELD 12"BACK FROM EXTERIOR FACE ' • ' POST,SEE PLAN OF WALL FOR RIM JOIST • , ' r?' HOLD DOWN,SEE SCHEDULE POST,SEE PLAN 2'WEB STIFFENER EACH SIDE (2)&SIMPSON SDS SCREWS o ,o FLOOR SHEATHING,SEE PLAN STRAP(S),SEE HOLD DOWN SCHEDULE EACH SIDE,WITH FULL �N t�tl PENETRATION INTO WALL PLATES BOTTOM OF PLATE TYP. 114 NAILER WHERE APPLICABLE FLUSH WITH BOTTOM I I ( ) OF LVL BEAM "' ��� W-BEAM,SEE PLAN PROJECT TITLE: W-BEAM,SEE PLAN SOLID BLOCKING,MATCH SIZE OF POST ABOVE ANCHOR ROD,SEE HOLD DOWN SCHEDULE 1735 PARK AVE FOR DIAMETER f, o MATTITUCK, NY SIMPSON CNW COUPLER NUT LVL BEAM IN FLOOR FRAMING,SEE PLAN ' THREADED ROD,4"LONG,SEE HOLD DOWN i I i STEEL SHIM,THICKNESS SCHEDULE FOR DIAMETER,WELD TO TOP fS REQUIRED,1'WIDER SHEET TITLE: I! THANBEAM ON BOTH SIDES 1"FILLET WELD ALL AROUND '!'(:: (20)9/32"0 HOLES FOR OF W-BEAM WITH 4 TYPICAL FRAMING DETAILS 4Vx5"SIMPSON SDS W-BEAM,SEE PLAN SCREWS WOOD POST,SEE PLAN DATE: PAGE: 9.8.2023 9 STEEL BEAM CONNECTION TO WOOD BEAM Ao TYPICAL HOLD DOWN DETAIL 11 TYPICAL HOLD DOWN DETAIL SCALE: S-202 12 TYPICAL STEEL BEAM BEARING ON WOOD POST NO SCALE NO SCALE NO SCALE NO SCALE AS NOTED STRUCTURAL WALL WITH SHEATHING, STRUCTURAL WALL WITH SHEATHING, ! STRUCTURAL WALL WITH SHEATHING, SEE SCHEDULE SEE SCHEDULE ;y FL!OOR SHEATHING, SEE SCHEDULE FLOOR SHEATHING, FLOOR SHEATHING,SEE PLAN j SEE PLAN SEE PLAN ' TJI JOIST,SEE PLAN j TJII JOIST,SEE PLAN [ 1 TJI JOIST,SEE PLAN f , It LSL RIM JOIST 14 LSL RIM JOIST ------_---- 1� LSL RIM JOIST PT(2)2x6 SILL PLATES WITH$"� r ! PT(2)2x6 SILL PLATES WITH "� i PT(2)2x6 SILL PLATES WITH e ANCHOR BOLTS AT 32"oc,7"MIN. I ANCHOR BOLTS AT 32"oc,7"MIN. ! ; ANCHOR BOLTS AT 32"oc,7"MIN. POWERS HANCOCK DESIGN EMBED.,WITH SIMPSON 13135/8-3 . ' EMBED.,WITH SIMPSON BP518-3 ! ! EMBED.,WITH SIMPSON BP5l8-3 BEARING PLATES PO i - TOW a CHAMFER,TYP. BEARING PLATES - - - - TOW a"CHAMFER,TYP. BEARING PLATES ! Box 400 SEE PLAN TOW II • I it OL SEE PLAN TOW TOW South JameSpOrt, NY 11940 • SEE PLAN 2 I#5,TOP AND BOTTOM _____________________ III ---------------- ------- 11 I O — -- ------ i i (2)#5,TOP AND BOTTOM i I SEE PLAN • „ SEE PLAN Ili ; I �, z I� EXTEND 3-0 MIN.BEYOND ' �, z I� EXTEND 3'-0"MIN.BEYOND /X (2)#5,TOP /// �/ / r��~ ; SIE)ES OF R.O. / / / SIDES OF R.O. S E L L E R S T R E Y B A L ��\��\��\'..\��\\�\/\j •�\��\�.\�.\��\\�\� • ( a' #3,STIRRUPS AT6"oc TOP OF R.O. • • #3 STIRRUPS AT 6 oc � TOP OF R.O. • 4 I "= SEE ARCH. I • j (2)#5,TOP (2)#5,TOP • i I SEE ARCH. a III I I I 0 • IE I 0 I I 1¢ I I 1 STRUCTURAL ENGINEERS I�I# I I I 65 Huntington Rd Suite 201 I 11° i i 11„ 1 I Richmond,VT 05477 2 1 " I 2 1 CLEAR I' ; I CLEAR I 802.497.1174 www.STS-Engineers.com I Is I I I i • 11�i I . I I I ( 1 ", #5 AT 18"oc VERTICAL i t;` i #5 AT 18"oc VERTICAL i i ISSUE SUBMISSION 4, CLEAR #5 AT 18"oc HORIZONTAL ' (2)1#5,EXTEND 3'-0"MIN. I I I I;; 1 #5 AT 18"oc HORIZONTAL 1 I NO, DATE ISSUE #5 AT 18"oc VERTICAL I I 1 BEYOND SIDES OF R.O. I I #5 AT 18"oc HORIZONTAL L_ ` ' ``-"' ' i i - 9.8.2023 ISSUED FOR PERMIT -1 BOTTOM OF R.O. • ,! SEE ARCH. I CRUSHED i !i 35° STONE FILL I i #5 DOWELS AT 18"oc + 4 ! I I • i 35„ • z • I SEEE 11S-300 • i 1 (2)#5,EXTEND 3'-0"MIN. BEYOND SIDES OF R.O. BENTONITE WATEERSTOP i BASEMENT SLAB,SEE 5/S-200 #5 DOWELS AT 18"oc � BASEMENT SLAB,SEE 5/S-200 i i BASEMENT SLAB,SEE 51S-200 101, ! I (; EXTERIOR SLAB, I 1 OIL TOS j TOS SEE 6/S-200 1 OIL TOS II x x x x x SEE PLAN' x x x x SEE PLAN • x x x x SEE PLAN I TOS ,� II • 7 TOF �: �, c.. 0 1 TOF SEE PLAN • • - .. SEE PLAN ,t �' - �' `� `��.- SEE PLAN REVISION SUBMISSION 3 _ 4 NO. DATE REVISION �! b #5 DOWELS AT 18"oc . 10" (2)#5 (2)#5 ' • FOOTING DRAIN,SEE 1/S-200 FOOTING DRAIN, ? .u. SEE 1/S 300 E - 7" 10" 7„ SEE 11S-200 6" 8" 6„ • } • _ E TOF �y SEE PLAN r� 2'-0' 1'-8" V SECTION SECTION s �' 3/4"=1'-0" (2)#5 FOOTING DRAIN, PT BEAM,SEE PLAN SEE 1/S-200 8" 8" 8" SIMPSON LPC6ZEACH STRUCTURAL WALL WITH _._ .. SIDE OF BEAM 2-_0�� SHEATHING BEYOND _ 14"LVL RIM;JOIST AT DECKS, i I I` I SEE SCHEDULE PT POST,SEE PLAN !i I 1 "LSL RIM JOIST OTHERWISE i 11 SECTION I — 1a LSL BLOCKING AT 32"oc SIMPSON ABU POST BASE 3 Ej PT x LEDGER FASTENED 0 LVL RIM JOIST I I 314"=1'-01, OF TR Y Ii WITH 0.276"Ox6"SIMPSON SDWH;SCREWS AT 6"oc j I I FLOOR SHEATHING,SEE PLAN ,`Q-�� R TRFy O� TJI JOIST SEE PLAN TYP. O �9 II STAGGERED T(OP AND BOTTOM,MAINTAIN 1j"FROM i �_ i / / / // DECKING,SEE ARCH. TOP AND)BOTTOM OF RIM JOIST AND LEDGER !I ; I \�\�\�\� `�\�\�\�\ r X } w PT 2x JOIST,SEE FLAN JOIST HANGER,SEE PLAN 1 I n 1 fI 9 iLU ZN 08 2023 C? 1,_0,.� .9 8776 }' I PIER F { III a I n of NYS Education Law J Article 1 ,Section 7209 for any —4�1erson, ess he is acting under the OIL k` SEE SCHEDULE FOR REINFORCING on of a licensed professional _..- .... - SEE P '` TOW I I engineer to alter this item in any way. .I I . ; LAN II j; I I I I • i SEE SCHEDULE JOIST HANGER,SEE PLAN s I SECTION PT 2x BEAM,SEE PLAN 5 3/4"=1'-01, I I a I I STEEL COLUMN,SEE PLAN t"xl0"A0"BASE PLATE i i SLAB ISOLATION MATERIAL t ON 1"NON-SHRINK GROUT ' i i AROUND COLUMN 2 2 BASEMENT SLAB ON GRADE, (4) "4)ANCHOR BOLTS, I ' PT POST,SEE PLAN SEE 51S-200 i I 9"EMBEDMENT I SIMPSON ABU POST BASE PROJECT TITLE: ° PT BEAM,SEE PLAN I I o 0 ° HANGER,SEE PLAN TOS i I i � SEE PLAN x x x--x x— I l x x x x xCi 1735 PARK AVE i 0 0 TOF MATTITUCK, NY E . SEE 1/S-300 SEE PLANCD ��N f— 0 I1 II � _ I I 11 w v w U II !1 y I PIER BASE PLATE DETAIL SHEET TITLE: TOS SECTIONS&DETAILS SEEE PLAN ! x` x x x x `' TOF i • SEE SCHEDULE FOR REINFORCING SEEE PLAN EQUAL EQUAL DATE: PAGE: ,a4 r • SEE700TING SCHEDULE 9.8.2023 SEE SCHEDULE S-300 S��TION SECTION SECTION SCALE: 4 6 AS NOTED 314"=1'-0" k 4 ' RAFTER STRAPS,SEE 5/S-201 POWERS HANCOCK DESIGN PO Box 400 LVL BEAM SEE PLAN STRUCTURAL WALL WITH r SHEATHING,SEE SCHEDULE h Id °� RAFTER HANGER,SEE PLAN,TYP. f' o F 1i South Jamesport, NY 11940 FLOOR SHEATHING,SEE PLAN k TJI JOIST,SEE PLAN,TYP. "FLOOR SHEATHING I AT BALCONY `! SELLERS TREYBAL 2x FLOOR JOISTS, o _ _._. _ 1 SEE PLAN ° ____________ __-_.-. - __. ...-._ __. v _ ,, I ! 2x RIM JOIST LVL BEAM,SEE PLAN STRUCTURAL ENGINEERS HEADER,SEE PLAN ✓' 0 2x LEDGER FASTENED TO BEAM WITH 0.22"�x4"SIMPSON SDWS 65 Huntington Rd Suite 201 r SCREWS AT 8"oc,STAGGERED Richmond,VT 05477 JOIST HANGER,SEE PLAN �i` d i 802.497.1174 www.STS-Engineers.com ROOF SHEATHING,SEE PLAN,TYP. I I' 2x RAFTER,SEE PLAN,TYP. II 1 ISSUE SUBMISSION I' N0, DATE ISSUE 9.8.2023 ISSUED FOR PERMIT SECTION 3/4 -1-0" f 4 i I HURRICANE TIES,SEE 6/S-201,TYP. 2x BLOCKING BETWEEN RAFTERS,TYP. FLOOR SHEATHING,SEE PLAN 2x JOIST,SEE PLAN,TYP. �y � 1 it REVISION SUBMISSION I i , I ! f i 1 I N0. DATE REVISION 2 RIM JOIST,TYP. HEADER,SEE PLAN,TYP. 2x BLOCKING AT 32"oc,TYP. s 3- �; It I I a I; OF NEIN p iit ! r- cc Llj Uj _ I . _ 5/0/2023 ROOF SHEATHING,SEE PLAN �8776� ( ' "2x RAFTER,SEE PLAN,TYP. F P LVL BEAM,SEE PLAN It is a I n of NYS Education Law k Article 1 ,Section 7209 for any RAFTER HANGER,SEE PLAN erson, ess he is acting under the ° __.._.__._..-._..___,...__. ._._.___._._ _.... ...._T__._....._.._ i ion of a licensed professional � � •I, .l engineer to alter This item in any way. STRUCTURAL WALL WITH SHEATHING, ly ! SEE SCHEDULE,TYP. ROOF SHEATHING,SEE PLAN,TYP. I i 2x RAFTER,SEE PLAN I ii LVL BEAM,SEE PLAN f `l FLOOR SHEATHA,SEE PLAN I TJI JOISTS,SE PLAN JOIST HANGER,SEE PLAN E .___ ___._...___.____...___.�_..__._......____.__. ___..._._._. l HURRICANE_. . ..._._.-.JI ._..__..-..__._._._. ..___.._._....__._._w_._...____._.._.._._..._..__----.__.____._.._.____ ._._.._, w � .� -- TIES,SEE6/S201,TYP. 1 t"LSL RIM JOIST d 2x BLOCKING BETWEEN RAFTERS,TYP. r. PROJECT TITLE: , I! HEADER,SEE PLAN 1735 PARK AVE }i MATTITUCK, NY STRUCTURAL WALL WITH SHEATHING t SEE SCHEDULE,TYP. SHEET TITLE: SECTIONS&DETAILS DATE: PAGE: 9.8.2023 kiL SCALE: S-301 SECTION AS NOTED RAFTER STRAPS,SEE 5/S-201 LVL BEAM,SEE PLAN RAFTER HANGER,SEE PLAN,TYP. r f ` 2x BLOCKING AT 32"oc ROOF SHEATHING,SEE PLAN f '� POWERS HANCOCK DESIGN 2x RAFTER,SEE PLAN,TYP. 2x6 AT 16 oc LADDER FRAME X f ,' PO Box 400 F- South Jamespor, NY 11940 ROOF SHEATHING,SEE PLAN,TYP. 2x RAFTER,SEE PLAN,TYP. SELLERS T R E Y B A L STRUCTURAL WALL WITH V SHEATHING,SEE SCHEDULE I ' STRUCTURAL ENGINEERS �;(-��:-d:---- ._._a_ _,___.._ __.____.._.-__.__..___.'tt __.._..---.___.____.....__ ..). ,. '` f f �,• ~`��, 65 Huntington Rd Suite 201 Richmond,VT 05477 802.497.1174 www.STS-Engineers.com ----:---- HEADER,SEE PLAN + 1 t+ ISSUE SUBMISSION NO. DATE ISSUE ,, � `A � ,- °., �~`., - 9.8.2023 ISSUED FOR PERMIT , I I ! I ___._._...._._-_ __..__-____ . -_. 2x BLOCKING BETWEEN RAFTERS,TYP. HURRICANE TIES,SEE 6/S-201,TYP. I i I STRUCTURAL WALL WITH SHEATHING f ON BOTH SIDES,SEE SCHEDULE,TYP. I I t HEADER,SEE PLAN,TYP. I i� i � •J �� i 1 •,� s i4 I " t_ + f ' I p_' I t I � � I i '•I I ; 2x RIM JOIST j FLOOR SHEATHING,SEE PLAN REVISION SUBMISSION 2x JOIST,SEE PLAN NO. JDATE REVISION (D A I �•i; `�is �.�: =� /� �;__ i � �. _.___1 I_""" I I I SECTION s 1 2x NAILER RIPPED TO WIDTH OF BEAM, I I I FASTENED TO BEAM FLANGE WITH I � STRUCTURAL WALL WITH I i i j (2)4"q)x2"SIMPSON SDS SCREWS AT 16"oc SHEATHING,SEE PLAN i I Itl I j FLOOR SHEATHING,SEE PLAN FLOOR SHEATHING,SEE PLAN s i i i TJI JOISTS,SEE PLAN,TYP. TJI JOISTS,SEE PLAN,TYP. OF NElN Y TRFy O 4 II li i II m i W 08776� it I I I 8 2023 C? STRUCTURAL WALL WITH SHEATHING,SEE SCHEDULE I F P It is a 1 n of NYS Education Law 2x10 LEDGER FASTENED TO EACH i j JOIST HANGER SEE PLAN,TYP. 1a'LSL BLOCKING BETWEEN JOISTS Article 1 ,Section 7209 for any WALL STUD WITH(3)0.22"(Px6" ! 2x8 NAILER FASTENED TO BEAM FLANGE ersonion of o licensed p he is rofess ona under e SIMPSON SDWS SCREWS i i STEEL BEAM,SEE PLAN WITH(2)��x2"SIMPSON SDS SCREWS engineer to alter this item in any way. RAFTER HANGER,SEE PLAN,TYP. .. I AT 16"oc STEEL BEAM,SEE PLAN SECTION SECTION 3/4„_ ,1-0„ ROOF SHEATHING,SEE PLAN,TYP. i ,�, .-I� I - "" STEEL BEAM,SEE PLAN 2x RAFTER,SEE PLAN,TYP. FLOOR SHEATHING,SEE PLAN TJI JOIST,SEE PLAN,TYP. HURRICANE TIES, SEE 6/S-201 2x BLOCKING f" -"''" ji j',. STRUCTURAL WALL WITH BETWEEN RAFTERS SHEATHING,SEE PLAN PROJECT TITLE: t` I -• ?; t FLOOR SHEATHING,SEE PLAN TJI JOISTS,SEE PLAN,TYP. 1735 PARK AVE FULL-WIDTH 2x NAILER FASTENED MATTITUCK, NY .I I TO BEAM FLANGE WITH(2)&,X2" E SIMPSON SDS SCREWS AT 1 "oc HEADER,SEE PLAN �.._.___.._- - 6 I 'I { i SOLID BLOCKING FASTENEDTO �I �,l, � � • `__ � SHEET TITLE: + BEAM WEB WITH(2)J"(Px3"SIMPSON i I SDS SCREWS AT 16"oc ° SECTIONS&DETAILS I i I f• � I � 'b - i E' I ( 1 "LSL BLOCKING BETWEEN JOISTS LVL BEAM,SEE PLAN DATE: PAGE: I! i 9.8.2023 SCALE: S-302 SECTION 24 SECTION AS NOTED 5ooy �