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Home My WebLink About48895-Z �c;11EF0ik�OG Town of Southold 7/21/2024 P.O.Box 1179 0 o • � 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45382 Date: 7/21/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 1505 Naugles Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.4-27.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2022 pursuant to which Building Permit No. 48895 dated 2/13/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations, including bathrooms and elevator and"as built"finished basement with gym/recreation room and bathroom,to existing 6 bedroom single family dwelling as applied for. The certificate is issued to North View LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48895 5/30/2023 PLUMBERS CERTIFICATION DATED 5/23/2023 Iajkick PIFNbing&1-19pting nAuze gnature i SUFFoc N. Town of Southold 7/21/2024 a P.O.Box 1179 0 o _ 53095 Main Rd Southold New York 11971 a CERTIFICATE OF OCCUPANCY No: 45383 Date: 7/21/2024 II I y THIS CERTIFIES that the building HOT TUB Location of Property: 1505 Naugles Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.4-27.1 d Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2022 pursuant to which Building Permit No. 48895 dated 2/13/2023_ 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: a hot tub as applied for. a p a The certificate is issued to North View LLC ti 9 6 of the aforesaid building. SUFFOLK COUNTY DEPARTM� ENT OF HEALTH APPROVAL p ELECTRICAL CERTIFICATE NO. 48895 3/11/2024 u PLUMBERS CERTIFICATION DATED M � 0 kut on ed Sin tore N { { i i su FF i�,co TOWN OF SOUTHOLD F, ay BUILDING DEPARTMENT C CA TOWN CLERK'S OFFICE x 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#: 48895 Date: 2/13/2023 Permission is hereby granted to: North View LLC 6173 Merrick Rd Massapequa, NY 11762 To: legalize as-built finished basement and construct alterations to existing single-family dwelling as applied for. Additional certification may be required .6AMENDEDv6_�Q-23-for �Iteratio s and to-install,a hot4ub:°TWO-CO's- er quired At premises located at: 1505 Naugles Dr, Mattituck SCTM #473889 Sec/Block/Lot# 99.-4-27.1 Pursuant to application dated 12/12/2022 and approved by the Building Inspector. To expire on 811412024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION, $390.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,480.80 CO-ADDITION TO DWELLING $50.00 ELECTRIC $125.00 S�IVIIVIM N_—POOL S==ABOV°E=GROiJND=WIT�IREQU-IRED.-FENCING.— , $250.00 C-O SMVIMMINGPO.OL - $50.00 Building Inspector ° SUFFo TOWN OF SOUTHOLD KcGy� BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48895 Date: 2/13/2023 Permission is hereby granted to: North View LLC 5173 Merrick Rd Massapequa, NY 11762 To: legalize as-built finished basement and construct alterations to existing single-family dwelling as applied for. Additional certification may be required. AMENDED 6-6-23 for alterations and to install a hot tub. TWO CO's required. At premises located at: 1505 Naugles Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.4-27.1 Pursuant to application dated 12/12/2022 and approved by the Building Inspector. To expire on 8/1412024. Fees: Total: $2,345.80 1 J Building Inspector pF SO!/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlin(�-)town.southold.ny.us Southold,NY 11971-0959 Q�yO1'JNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North View LLC Address: 1505 Naugles Dr city,Mattituck st: NY zip: 11952 Building Permit#: 48895 section: 99 Block: 4 Lot: 27.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: RockyPoint Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 1 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors 7 Main Panel A/C Condenser Single Recpt Recessed Fixtures. 66 CO2 Detectors 6 Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 6' Dryer Recpt Emergency Strobe Heat Detectors Disconnect 30A Switches 21 4'LED Exit Fixtures Sump Pump 11 Other Equipment: LED Mirror-2, Elevator, W/D-2 Notes: Basement Renovation, Baths, Laundry & Elevator Inspector Signature: Date: May 30, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh southoldtownny.gov Southold,NY 11971-0959 Q �y�DUNTI,0c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North View LLC Address: 1505 Naugles Drive city:Mattituck st: New York zip: 11952 Building Permit#: 48895 section: 99 Block: 4 Lot: 27.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: ROCkey Point Electric Electrician: Mike License No: 32644-ME Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 5 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 11 4'LED Exit Fixtures Sump Pump Other Equipment: 1 240v 20 amp gfi breaker, 1 240v 30amp gfi breaker Notes: ALTERATIONS BATHROOMS 2ND FLOOR/ HOT TUB' Inspector Signature: Date: March 11, 2024 1505 naugles dr T6Ath:Hal1:Annex: Telephone:(631j 765-1$02 $437$Main Road: Fax(631):765=9502 Southold,NY 11971=0959 _ 1j �� BUILDING DEPARTMENT MAY 2 3 208 TOWN:OF SOUTHOLD C R_TIV I:C.AT I O N Date::.. ' .. .:3.._. ... Building Permit No: J Owner; o.5.�. 5-J__�_u (Please print) (Please print) Icertify that.the:solder used in the water supply system contains Iess:f6n 2/10 0£1%. lead. (P umbers`Signature). 3 Sworn to beforeme:this day of 20 7— CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified In Suffolk County Commission Expires Aug.5,20 _ Notary:Public;.:. .: outy. Town Hall Annex _ Teleghoie(631)765 1802 $4375-Main Road: _9 _....:. .:: ... ... P.O.,Box;1179 ' Fax:(631).765 502: Southold,NY 1 197 1-0959 c7( i1�� c [� BUILDING'DEPARTMENT: �--��` =�' TOWN OF soiftk ib MAR ? 1 9024 - - „a.�-; :L CER.T VICA_ TLC. Date.-.. Building Permit No:. Owner:jO_S e j- ,x ..y... .v�--� ase rtnt ....Plumber:. a. fv (Please print) I certify that:the'sQlder.used:in the watbt:794pply system dontains:'lessi6n:2/10 of I%* :lead: g. Plumbers:Si n Sworn to before me ihis day of arc, 1% __,.:20�^ --- ! CHELSEA L. CHALONE Notary•Public, State of New York Pegistration#01CH6287106 j Qualified In Suffolk Coun ty Notary-Pu : J .,b11C; .....: Otltlty: Commission Expires Aug.5,20 j�5 OF so//lh°� 9 o y TOWN OF SOUTHOLD BUILDING,DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) (w], CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: )I L11 _42rbc2n,.r ire DATE INSPECTOR ho�aOF SOUIyO� 6 XV # N , TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] IN LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t a m AviD LAWVA-)�VVN- 4 qlk�' v� 0--�;kcffm U 5L(&Vc AA L041M 9— AleA UMNklt (A)()Vk Mgt VI-AK4b Oej-7 R Chy f Am&0 h-,,- DATE �� INSPECTO ho�a0FS0UlyOlo /VaL r # # TOWN OF SOUTHOLD BUILDING DEPTH.) 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L,20AIZItly DATE INSPECTOR d ho�a0f SOUTyO� b D * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] FOUNDATION 2ND [ SULAT ON/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ev w� DATE INSPECTOR OF SOUIyOIo � �j .S� SA&v l e� `� -- # # TOWN OF SOUTHOLD BUILDING DEPT. couNn,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTA REMARKS: �� DATE INSPECTOR OF SOUIyO� V V (/J # .TOWN OF SOUTHOLD BUILDING DEPT.' ^oum, 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) [x] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ �_ (� DATE -� L a INSPECTOR g SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. courm N 631-765-1802 NC145 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/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: w P(Vwtb L DATE ?✓' �g INSPECTOR 'r HITECT MARK SCHWARTZ &ASSOCIATES 28495 :lain Ru:ul• PO BOX 933•Gutchogur. \Y 11935 � -- J —— -- -- --• - T-- -��._.------ --'_ G:i 1.7.3'1.-1 l ii:i � • •ti:mk;architcct.com July 10,2024 JUL 1 0 2024 Southold Town Building Department Building Department 54375 Main Road Town of Southold Southold,New York 11971 Re: Suquet property 1505 Naugles Drive Mattituck,NY Permit#48895 To whom it may concern, I have been on site during portions of the construction phase;the plumbing,insulation and elevator installation have been completed as per amended plans and to the best of my knowledge,meet or exceed NYS Code requirements. Please call this office with any questions you may have. Sincerely, v 'i Mark Schwartz :\1A • _� r,� v� � fig 91 1• •• 1 6 \9SofFol too TOWN OF SOUTHOLD—BUILDING DEPARTMENT =o °yam Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 0� Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtowmy_gov Date Received APPLICATION FOR BUILDING PERMIT For Once Use Only PERMIT NO. Building Inspector: V 5 DEC 12 2022 Applications-and forms must be filled out in their entirefy:Incomplete SUILD) G�EP'L applications will not be accepted. Where the Applicant-is-not the owner,an TM OF _Owner's Authorization form(Page 2)shall be completed: Date: OWNERS)OF PROPERTY: Name: '' NA r` SCTM#1000- 9 Project Address: 5 r p � Ci Phone#: Email: ° Mailing Address: CONTACT PERSON: Name: Mailing Address: I © C rU,, Phone#: / ¢. C�. /. S Email: m h` S-a rG I,-n-.e DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION:= Name: Mailing Address: Phone#: Email: DESCRIPTIONOF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Iteration ❑Repair ❑Demolition Estimated Cost of Project: Other &19L/2- 1 09 Will the lot be re-graded? ❑Yes P""0 1 Will excess fill be removed from premises? ❑Yes 20 1 � _ - _ - - - - -_ -' -PROPERTY 1R(60RMATION % - <Existin*use ofproperty. J _ ., ,._ _ '' -. - Intended use of piopertY; w e r Zone or u4.distnc2-in which premises-is situated: Are there any covenants and restrictions with.respect to., - - - - this property? OY•es CJNo IF YES,PROV6E'A COPY; .. - QLf( G(S fdtxNE$Crt'�C3i7L{.f(..'T/ie oimer/contractor/rJestsn Ptotezrionnl isr� - _ • Ooeptar296ortho Town Code.." - - possible forail drainage and storm water issues os groWded bY4 AMUC4PON 15'MEREBYMAUEto'thoeul}ding rWIertnierlt(oi the issuance o(o Building Perrrllt pursuant to the Building 7ene.•','' _ ;Oldlninco,o/the,Town ofsoutha W;Suffolk,twice New York anil otherapPlicable imVs;Ordlnantas or Regulations,for the construction of 6ulidlrigs; 'additlons,'a!/amtrons or/orreniovafor ArxnotBivn as herein desMbed.Tha opplicantearees.to corm - h0wina code and ny[ufatrons and to¢dmis putfivrhetlW to PIY with all cPPlfcable laws,ord(noncos,buiidlrig sPrclar.- premises Bad in buifdtna(st,for neoassory IrvspecUans.False statements mode heroin are puntshable esaG/assAmtsdemetaior _ � r•- _ - -" "pursuant to Snctton 210.45 0/the ,Ai )� '',�/ yf, 'icati� n-�p o Sufimitced:8 P_ yYP►int;namej:,. W' V , I - ffAuthoriaed Agetit,.:,Downer _SignatureOfAPOIcant, ' 2 - - CONNIE�D: aTAi OFNbWVYORK),'' 1%D_ Notary_.Public,`State.of Ne.ir.York ss: :No:01 BU6185050. . couni7v'oF= ,' = -}-Qualified``-iri Suffolk,�Count� `Gomm'ission Ex ir`esA April 14°"2� . - R °"F- � !z mbeing duty sworn,`deposes and,`says,tfiat(s)lie is.the appfican£ . -- (Name of.individual signing contrz cd),abode -(S)he r's'the ��1��C��7-/ ,-�'1�'' rr -- - �""�-----•. actor'A ent.'or' -i =' ( r, g, ,C porate,Officer,etc.) _ of said dwne tir:owners,grid is duly-ae(thorized to_perforcri_or_have; erformeda p he'said work:and'.to make and file tFiis;.' ,::application;ftiataH sfatements'coritained i»,this applicati fo the best of:his/her knowfed e'-and_:belief and" ' that the.viiork`will:b"e.performed in bthe.mahrier'set-forth'in`the application.file-the�ewitH.,_ g' Sworn bey P fore me this a -IV_ .ofC�lY� n 0 - - - � - - ... Not :� - a 'pu bile•' '_ ,:. _ rY. PROP DEBT 1�fl tie9E .R1 rt.• t$ .IATHiD�1zAT1�E14=�- ;:; e::appl cant- snot"the;owner „ When e,th is - , . d Wxe do hereby authorize //'//"l) /1 /� t<I/? •. = apply on - 'T1 M ,be Ift " - r-� ha o the _:..Y _ Town of SouthoidBaiiding Depaeti7nertt fo r,'approval°as;described her.ein.l ` �. '., or104 - .'•r - t d.i':ffA=-`�;�.5'7;^H•�'till':` _ �6in :k:'.;^, _„cam - -- =- " g �'..* - - - ate ,, MW «tg, _ -e ..,.Y k _:; s, .r IIIp sr011� � :r•,.. kv b: - � =; - Tanta Hell Anuex Wepho��n��eeg(631)765-1802 P.O.Box 1179 w .. ,gentiCheI DDWr11 .nV.us So�edd,NY 1 i971.0959 • #. BUIMURG DFPARISO 'T TOWN OF SOUTHOLD' i APEUGATION FOR ELECTRICAL 1NSPEC� REQUESTED BY: Company Name: Gee v�rxlr �4T�. Name: License No.: r �(� ddr+ess: �-u' i. c�� I/171 ' [Phone No.: JOBSITE INFORMATION: (Indicates required Information) *Name: *Address: /'S 0-5 f [.d(2:LE�S- . *Cross Street i *Phone No.: Permit No.: fl Tax-Map District 1000 Seaton: Block: Lot d 7 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - . (Please Circle AN That Apply) . Is job ready for inspection: YES 1 NO Final To-you reed a Temp CerOflaate: YES 1 NO Temp hiss IrraHon(If needed) , *Service SIZW. 1 Phase- 313haee 100 160 200 300 350 400 Odw 'tNew Service: Re4 med Undworound NwOer of Meters Change of Service Overhead Uditienal Information: PAYMENT DUE WITHHAPPUCATION a24uquw for Iran Form ' FFB 211023 0 dUIWING DEBT � P ppagnoS to umog eua c9e 5 s a IS 511fF0(,� BUILDING DEPARTMENT-EleAric �lns ec t �tY `441 C�Gy TOWN OF WFR On �c�® Town Hall Annex- 54375oad Z POBch 17 Southold, New Y911-0959 Telephone (631) 765-18 �3 5Ely ;r rogerrCa�southoldtownny aov seansbu�hdt .aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: i� Company Name:, �,�<< ,/Uj,VT Electrician's Name: License No.:, �/� F Elec:email: `40A-7 Elec. Phone No: request an email copy of Certificate of Compliance Elec. Address.: (o .Tl,/ 1r /�d %� �. A�7_ 41V 111717Y JOB SITE INFORMATION (All Information Required) Name: �Y OJ:-7' Address: 1_506 ii/4yG,e�1.s 10,e— JX9-77--,-- 77-z-1CL Cross Street: Phone No.: 4�91 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE.FOOTAGE (P rnt,: _ : 7i M s,._ OF— ; '-��7. Circle All That Apply: Is job ready for.inspection?: YES NO Rough In Final Do you need a Temp Certificate?:, YES �NO Issued On Temp Information: (All information required) Service Size❑1 Ph[--]3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire Reconnect❑Flood Reconnect[-]Service Reconnect[]Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Se Additional Information: r PAYMENT DUE.WITH APPPLICATI j a7 ID. -I+d Gl �a Pal A V4 P AN 4M P e r oLkt( e,� �0�, t:��...�I',....�°l� ;rti .t ��;__ k• , %ate, K .ss� L,i S - Et, �'..J �.. �, } tt', 1'.�S -• ..',.d�';7''�,! ''a waif"j ,'l' •�,rt:�"•, -^--�'� �7,1 „,r; l„' _. ., .� , / R�VGO *** STATEMENT *** STATEMENT DATE .I BILL TO CUSTOMER_ LIGHTING+ELECTRICAL SUPPLY 02125/24 10510 PO BOX 1039 ,:";irJ',; REMIT TO:; - PAGE NO.. SOUTHAMPTON NY 11969 631-283.3600 REVCO LIGHTING 1 all AND ELECTRICAL SUPPLY INC. P.O.BOX 1539- SOUTHAMPTON,NY 11969.1539 BILL-TO CUSTOMER SHIP-TO CUSTOMER ROCKY POINT ELECTRIC ROCKY POINT ELECTRIC 6 JUPITER ROAD 6 JUPITER ROAD ROCKY POINT NY 11778 ROCKY POINT NY.11778 PREY BALAN @ PAYMENTS CREDITS PURC ASES SERVICE CHARGE NEW B LANCE:•: 914.32 9,196.20 548.67 9,831.67 0.00 1 1,001.03 CURRENT, 31-60 DAYS 81-90 DAYS OVER 90 DAYS 1,001.03 0.00 1 %0.00 0.00 All past due balances subject to SERVICE CHARGES of 2%per month. DATE INVOICE NUMBER -PURCHASE ORDER NUMBER INVOICE AMOUNT NET DUE 01/29124 S4599225.001 BEER DISTRIBUTOR 525.72 525.72 01129/24 84602541.001 Beer Distributor 547.00 547.00 01129/24 S4802541.002 Beer Distributor 7A6 7.16 01/30/24 - S4803288.001 Gatto 407.15 407.15 OV30/24 S4603286.W2 Gatto 22.95 22.95 01/30/24 S4603286.003 Gatto -22.95 01/30/24 S4803294.001 -1,000.00 .629.25 01/30/24 S4603745.001 TS 181.05 181.05 01/30/24 EAW3949.001 gATTO 53.98 53.98 02/01/24 S4805358.001 OWEN BROTHERS 143.98 143.96 02/01/24 S005533.001 STOCK 29.29 29.20 02/02124 S4805959.001 JOE 820.31 820.31 02/02/24 S4805959.002 JOE 19.82 19.82 02/08/24 S4609011.001 GATTO 109.04 109.04 02/08/24 S4809015.001 -2,000.00 -2,000.00 02/08124 54809487.001 GATTO 171.57 171.57 02109/24 S4810043.001 99 PRINCE RD. 65.22 65.22 02110/24 S4810480.001 JOE 38.28 38.28 02/14124 S4612138.001 JOE 71.25 71.25 02119124 S4614324.001 SHAWN 439.48 439.48 Make sure to keep your Authorized Purchaser List up to date! Email AR@revcoelectric.com. ff you pay by 03110124 you may deduct 33.44 FOR ALL ACCOUNTINGBILLING QUESTIONS,PLEASE CALL 831-2833800 eat 1133,or EMAIL a!@mvcoolectiie.com TO VIEW AND PAY ONLINE GO TOc'' h J/revcoelectric billhustcom I USE THIS ENROLLMENT CODE;-I KQT KZK VOQ ^ arg&MM111 a751.nv!m .,VN OF SOUTSOLD i ELECTRICAL INSPECTION � ddress: I/��i lPhone No.: �� JOBSITE INFORMATION: Ondieates required intro-moon} # *Name: *Addmss: *Cross Sheet *Phone No.. wit No.: . Tax A►ap D!Aict 1000 Section: 9Block: Lot d 7- I ""BRIEF DESCRIPTION OF WORK(Please Print Clmly) (Please Circle AN That Apply) t *Is job ready lbr inspection: YES/ NO Rough In Final *Do-you need a Temp Ceffwate: ` YES!NO Temp hill I on(if-needed) 'Service Size: 1 Phew 3Phm 100 150 200 300 350 400 Offer New Service: Re-oomect UndwMund Nwber of Meters tie ofServioe Omhead Addltbnai Inforrnation: PAYIIAENT®UE WITH-APPLICATION f le ff 1 , farlon Form JJ WD Q L . 4 i V p / rVv i PERMIT 9 Address: Switches - ,L O4 Outlets G FI's �c 14 Surface' 1 - Sconces ttt H H's 6�0 UC Lts �f Fans Fridge HW t - Oven WAD Exhaust � Smokes (� DW Mini c Carbon I Micro Generator A Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments L li/1� � a -7F'—',tVV e(To ploglnoS jo umog alu ds to iro BUILDING DEPARTMENT-Ele tric �lns�ecgp 8 TOWN OF 91(titt o Town Hall Annex- 54375'�* .° Southold, New 9 y, 4� Telephone (631) 765-185 rogerrCc�southoldtownnv.aovi lov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: , Company Name: pC/e- J Q_rX17- Electrician's Name: F License No.: &5Z /W Elec. email: Elec. Phone No: �/ ,5� [ request an email copy of Certificate of Compliance Elec. Address.: 16Q, Rc2W7- =11712Y JOB SITE INFORMATION -(All Information Required) Name: .f'(il 0/_7— Address: 12-5o5 /e),e- 1771.0-7 .=7-C4cr- Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (PI rint e c>er Square Footage: (?U Circle All That Apply: Is job ready for.inspection?: YES NO Rough In Final. Do you need a Temp Certificate?: YES �_/ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect❑Underground Overhead # Underground Laterals n 1 2 H Frame Pole Work done on Se Additional Information: r PAYMENT DUE WITH APPLICATI Pal & G JVell_5 Mejia, Evelin From: Mejia, Evelin Sent: Wednesday,July 10, 2024 8:15 AM To: 'ilyjose@aol.com' Cc: Imksarchitect@optonline.net' Subject: 1505 Naugles Dr. Mattituck Good morning, The following items are needed to issue a CO for the alterations (bp#48895) at the above address: 1. Architect must certify plumbing, insulation &elevator installation 2. BOH final survey Please submit documents at your earliest convenience. Kind regards, Evelin Mejia Office Assistant Town Of Southold Building Department Annex Building 54375 Main Road P.O. Box 1179 Southold, NY 11971 (631) 765-1802 i Mejia, Evelin From: mksarchitect@optonline.net Sent: Wednesday,July 10, 2024 11:33 AM To: Mejia, Evelin Subject: Suquet Attachments: Image jpg Hi Evelin, Here is the info request<. The existing septic system did not change for this pro' ATTENTION: This email came n a ac ents or click on links from unknown senders or unexpected emails. �-��I riee� �b'rl F,na1 Surv�t, 9T SURVEY ATED ATOF OPERTY Ip�� JJp, MATTITUCK •�A;; A49y ZJC TOWN OF SOUTHOLD J(" SUFFOLK COUNTY, NEW YORK vq cl,� S.C.TAX No.1ODD-99-04-9.2 'fig• 1ODD-99-04-17 3 2g GG � 1000-99=04-27 C• 7ps, LE 1'c30' Alo"IT 24,22111 h� �` «x�^•b BS,q �um+°� iou Aoxrx vcxxa o'v°.id ® A� t74d Jzx .oQon oar>m rac«ry s'va'•.w � \` / � � w±S4doa'�di°n3,��id/°,v. ERM _ o/oN6%y09K DO• 'OR .y M j cmmno xce uc srox.nruz -a--_ H 7T•,9 5 �rL�� i�a__=___ - �0� lalun wnwu�imc Nauxurcr cmvxxr ar xv rwn g� v < TEST HOLE DATA 1p 4° (TEST HOLE DUG BY u DC al_ 0 0_ FOSMCC DN N0VE GER J,2005 M1 B� n 87 4'10'E 41. �F�A �� +�$\\��i°� ��°�, Gs•�;T `gj�fl�1l ��\ y�\�\ ``, TNT° 'lu xn ��\ Wit" I ^\� , ,\ \ •�a+' �pl�o 9��'A 0 °NNR—A NEW l. iArE CGTO g _ _ UI�WC;,•?O113' giD_o5 ol7.Z. _ Ea &n N E R,=N9 9➢rRNG � Hw ��w•.••a s 7,•,9`'o'W •«'�� .,h'•n�Z`a wmamE PNEO SFAL 9R - EY905GE0 SAL GIWL AOi R COxGIOFAEo To BE A vAOO TRUE coRr. RO AEypG - L-`..+ ov r o mE Pmsov roa wxou mE ua c c �v _ EPA.F Avg BN wR mxA1r ro,xE J OrN t m wxr�M,aemrU!Eo acwcr r.N° N6°2•«, I SY Ol h�L'hai•P.E".r GI11Y]( N LISTEO XEROJV.AN] t}rY�yg5 DR sniM'B v'«° Or—of SVBGtB,:•aln MaNagamnnt - ,1pim'a"NE.iESRMu ors„E�T"NG I"mulsienAmE A VA° Ewa s — —'--------- — — B''�/{• ° THE EXISTENCE OF Al—OF WAY ROL ST UPYVRI°mpG AN]/OREASEMEM9 OF RECORD.V IA PY✓' ANY,NM SHMN ARE NOT GUARANTEED. EyNG COrt,� %INIOi51S 6v tiHO,E9 4T5.N.APNPR—WD�A, ° AN19 1pF o Nathan Taft Corwin III FO�S,ICri N5E BT rM[raw,Px 51 OGPs° s9wn]x. y1SpFi Land Surveyor I nik Sxrvsy3-subtl%xsrona- MI Plans- Cmsfrxciron Layout mcjr` S0467 _�i� PHONE(631)727-2090 Fav(631)727-7727 (,T2A OGF'CES UO TEO AT IM, AOONE55 1 22 RomiMe AxmuR P.0 Bo.1931 NY.S U. No.50467 9Z..d.N..YRrk 11901 9.,—d.Nan York 119DI-MGS i SURVESTTTUATY OF P AOPERTY - 'T1,p+ MATTITUCK TOWN OF SOUTHOLD C* SUFFOLK COUNTY, NEW YORK �!• Ag S.C.TAX N..1000-99-04-9.2 1000-99-04-17 1000 -04-27 z 10. r SWfE 1--99-99 •`1'� os a�0 b _Mal m>us`u:u aw.uoxa uy op 2b°u P®I` . \ qd,S 3?•f uno=mc y rm'aa"'�orc m-n 4 e' h5 1 hh N/O�Ex YORK Op ;� om°"Onxv Zvi ruu NT\•\g'S % Sii -_______ d _ M.-MT&mu Ixavuxce rmruu.wucw,RrN ii �✓�S%��/ 5u i i �a J� o >y i%//�/ dF6Y yQ" ray '^•�S o TEST HOLE DATA (TEST HOLE DUG BY^ —ems AIcO➢NLIO Oa'r'EN c ON NOVEMBER J,2005 ".Op ow uu aL 67 4•10• IN i w• 3 I — j° -'" . . T-MM.snRWY is N w]unw r ff gN]4WOF �X� Ox STaE '? cDwEs a Tws suxvLr u.=xor euxac ;•\e So•vi ,,m�/ -,- ,., _. n 1n•r,:;,.,T ISO suL DR N 7 � •• .::.q.::.n 7rNm0In o e[ttAmvun muw etiR 9e mnsiowm 1.6je'OT •i6M1•• 5 -•• •. 1..,11�. ,•••^ FAiWV9 Ix]C iEp NERmN SWY RIM � �• O A fOfW° ••••__•••� ri: "-._� R PYRETOPM D�4p OX M2R BD�i4NF 10 1� S ECJ R E) N(b�i^yw + 5'rJ:Gr'J F:GW;y P.E,C:fTih� o'srNLrnq NAm¢�.x']"� �Av/N U LE $ 0'`V or-atc�Vlanag.:mmt TiOiman cDxrn u�novsME xiv°YGmuis xmae. ` AO FNE EXLSTENLE OF RIOMS OF W4Y AND/O�FASEUFNFS OF RECORD.6 WY.N XOWN ARE NOT GUIRAMEED. °��N�G �D�Kr'ODSNNR iIM1LWS��xvE.Y°N/S�FSI°.rBYS N/DpFAN1�0t5 LDDDFAj° �r,i�c`YDSY iP OF NEyN.Y Nathan Taft Corwin III p g (pFi00q Land Surveyor W � 1 A• Mid 5R yr-Subdivlsions-Ste A..- CR..t—t-Inyoa mt SOE67 PHONE(631)727-2090 F..(631)727-1727 IAM OMCES LOCMD AT "UNG MRES5 322 RROmke Av.iwu P.0 6oa 1931 NYS L1c N° 60467 Ri—cd.NeN Ymk IISD1 Rl—t..d.Naa York 11901-D963 TEST HOLE DATA (TEST HOLE DUG BY McDONAI D -as-IEArCE ON DECEMBER 18, 1996) SURVEY O1i' Pt`ZVYLav a�' A '' BROWN snTr sANo sM SITUATED ATE MATTITUCK �.. .• 3 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-99-04-17 BROWN FINE sAND sP SCALE 1"=30' AUGUST 24, 2004 JULY 6.2005 ADDED PROPOSED ADDITIONS JULY 22.2005 ADDED S.C.D.HS.DATA AREA = 27,374.S8 sq. 11. 17' 0.628 as. QNp/O�E��EgSEN DO' lym �O�D IT pit �Z5' 1:ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THMAJ) EXISTING CONTOUR LINES ARE SHOWN THUSs —---•—S-- —-- NOT fum //•' 6 a.a ovxc Real ' 2. MINIMUM SEPTIC TANK CAPACITIES FOR 6 BEDROOM HOUSE IS 1.500 GALLONS. J2 1 TANK: W DIA.,S' UOUID DEPTH >t // / /r` �` �� • 3. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 eq H SIDEWALL AREA. 0150 �' /// /%. - =_=18>? 1 POOLT IW DEEP, e'd1a. 9 N 7' PROPOSED ExPANS10N POOL Od � _� PROPOSED LEACHING POOL AD �6/j% %ii /ir%/ 0, � %�/i ,%�•�� /� \ � PROPOSED SEPTIC TANK %0 //�//// ��/��/ -�i�//= —\4 FT HIGH FENCE 'HE LOCiATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD W/SELF CLOSING AND LATCHING GATES 105ERVAT173 AND/OR DATA OBTAINED FROM OTHERS. TO NYS CODE CERTIPIRD TO, LEI/': .::b;{ +.,.. _A::{::.. a` \ \ O STO ASSOCIATES ////// ///..:'' ;; :::::'::.:'S5::::- \ \ \ \\ �JI b FIDELITY NATIONAL TOLE INSURANCE COMPANY OF NEW YORK 'A / L•i= •, :;;.Q!•"�"`-'1.::::>�_'*'�:�7�;.';=��`-� ;-:::;;ter'::"?: ip 01 X\ AU \ � ..ii�:t;y;�{,v:•gv}5:?ii t�;�v::�❖.v. . ."•.•:F•.rt;r.,^.,.st{ty:.ir rt Ap •T �x �k?y.�,r.{{?r .�i{•i2i'rt;«'y1•••:.•!- :<{,:ap::• 3 1.81 •/ \ � O Se \ ":v::•x?{{:;:?r:•'?{i?}i^.i:r.':;?:{c ' •:••�'^{:a.: u::tir.?�Zii::. •Ji t 1 )o \ \ {hR;:;ib;k:;ii:?i:•:: �i:... n. .};:iv;:i?•f{•i•'rr. .E{yj:.\ �•'�' 1 t ' .y 9 \ 1 D' yr:' ..a• '?;vr: t.r:. t:'i. ..'.....^:{{'..^;'SAS: - - 1� •�0 :.{::;:v. .aa"-' yp, r-�:{Ui:�ii'ri:^r'___ \/ \ V� \ \� y INPO jux to \ \ O D �t0 ib\•' \ \\ \ •L! r .AUX too' \ \ T \ L :. : ; 6 AUXI ` 0 - �Lo� �z I \\ \\ \\ xR� `� y$5d` :' • of yiaY• \ it •GAT :.d.•, . :�, �j�• \ `• .l.L6x ,:� •t :i• lux Colo 11''•:.•a. ! 7+i O I 639 p2 SO %epl S �U�a oAaOA j�•19:5� • .: x�� ;ryyo 5 • / O O 0 LL- (sp, ONG PREPARED IN ACCORDANCE WITH THE MNIMW TANOMOS FOR TITLE SURVEYS AS ESTABLISHED IE LIAM AND APPROVED AND ADOPTED WELL y,�p•�� N USE B THE NEW YOR(S01TE LAND H AN O 0 wExL • PIT N.Y.S. LTc. No. 49668 UNAVTHORTIED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. seph A. ingegno COPES THELAND OF SUHVEYOR'SE INIGD MAP SEAL O BEARING EMBOSSEDSEA.SHAD.NOT BE CONSIDERED TOLand Surveyor TO BEEAA VAIJD TRUE COPY. WELL CERRFICATIONS INOICATED HEREON ML RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TIME COMPANY,GOVERNMENTAL AGENCY AND Tice Surveys - Subdivisions - Site Plana - Construction Layout • TO THEo�LENDlNo"'AND DW- MON.CErmnanoNS ARE NOT TRANSFEPABIE. PHONE (631)727-2090 Fax (631)727-1727 i THE PISTENCE OF RIGHT OF WAYS OFFECES LOCATED AT AIAILM ADDRESS AND OR EASEMENTS OF RECORD, IF ANY, 10T SHOWN ARE NOT OUARANTEED. 322 ROANOKE AVOUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 HIGHLIFE° COLLECTION FreshWatere Salt System Ready GRANDEE 100%Filtration SilentFlo Circulation Salt -' System -- _ Ready w - v �r .t freshwoter' '• --- -- .ter�.(((. ,,._..+s.:-- __` '-:,.--;�� __ _ "'� _ Moto-Massage'DX 6 .......... ;; �� :�'x• �:;z - i rl Shown with Alpine White Shell and Java Cabinet 21 Super Energy Efficient �2 w. People Seating Jets Voltage . 7 Seats Open 49 Jets 230 V Wireless Remote Size 8°4" x 77' x 38" 1 254 cm' x 231 cm x 97 cm Water care ti4 Freshl�Uater salt system Ready Polymer Substructure &Base Pan HotSpring& Every day made better H.IGHLIFE" COLLECTION S.) Hoftringa Every day made better* RAC E EV SHELL COLORS 01 T 7`_ " Alpine ice Ivory Ploli^um Tuscon Pebble Whife Gray Sun F-7 ,_0 fK CABINET COLORS o IMMi jovo Charcoal Blockvvood Liner, Blushed Nickel 140 COVER COLORS NONE Nutmeg Graphite Gray Block CABINET AND SHELL COLOR OPTIONS* Cabinet Colors Java Charcoal Blackwood Linen Brushed Nickel Shelf Colors Alpine White Alpine White Alpine White Alpine White Alpine White Ice Gray Ice Gray Ice Gray Ivory Ice Gray Ivory Platinum Platinum Tuscan Sun Platinum Tuscan Sun Tuscan Sun Pebble Pebble Pebble LEGENDARY MASSAGE SIZE 49 Personalized-Control Jets Dimensions 8'4"x 77'x 38"'/254 cm x 231 cm x 97 cm - 2 Moto-MassaW Seats • Soothing StreamO Seat CAPACITY PrecisioWE Jet Seat Seating Capacity 7 seats HydroStream®Seat Water Capacity 455 gallons/1,725 liters EASY WATER CARE Weight 790 lbs./360 kg dry;5,810 lbs./2,645 kg filled— Water Care System FreshWater"Salt System Ready ADDITIONAL FEATURES Filtration System 100%No-bypass Filtration Exclusive,High-flow Tri-XO Filters Smart Spa Hot Spring Spas App,Powered by the Connected Spa Kit 325 sq.ft.Filtration Area Technology Water Feature BellaFontana'-O with 3 illuminated arcs of water LEADING ENERGY EFFICIENCY Cover Lifters CoverCradle0l,CoverCradle 11,Lift'n GlicleO.or UpRiteO Jet Pump 1 Wavemaster"9000;One-speed,2.5 HP Continuous Duty, Steps Steps are available to match cabinet colors 5.2 HP Breakdown Torque Entertainment BluetoothO Wireless Sound System(Optional) Jet Pump 2 WavemasterO 9200;Two-speed,2.5 HP Continuous Duty, Control System IQ 20200 with wireless remote control 5.2 HP Breakdown Torque 230 V/50 amp,60 Hz Circulation Pump SilentFlo 50001D for quiet,continuous filtration (includes G.F.C.I.protected sub-panel) Heater Titanium No-Fault's 4,000 W 1230 V Lighting System Luminescence®multi-color four-zone Insulation Multiple Layers of Foam Insulation;Certified to California Cooling System CoolZone-(Optional) Energy Commission(CEC)and APSP 14 energy efficiency standards for portable spas Cover 3.5"to 2.5"tapered,2 lb.density foam core,with hinge seal 'No special orders or shell substitutions available.Actual colors and products M8YWITY from print representation.See dealer to verify. 0 2023 Watkins Wellness-Rev.I "Includes water and 7 adults weighing 175 Iths.each. REVISIONS: A NN �DETU o 00^ Generated by REScheck-Web Software ,%r Compliance Certificate 3 Project SEQUET OUTDOOR STORAGE Energy Code: 2018 IECC Location: Southold, New York 1 1/4 1 1/2 1 1/4 Construction Type: Single-family Project Type: Alteration LAV. F I3„ Climate Zone: 4 (5572 HDD) F.A.I. Permit Date: SHOWER Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 111/40 30 NICHE NICHE NICHE NICHE NICHE NICHE NICHE UTILITY 1505 NAUGLES ROAD 2 MATTITUCK,NY — — — — — _ U_ _ N1 — _ NJ }JE— NI 3 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade 4 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE Envelope Assemblies , PLUMBING SCHEMATIC SCALE: NOT TO SCALE Wall:Wood Frame, 16"o,c. 1,461 20.0 0.0 0.059 0.060 81 e2 GYM / RECREATION Door:Glass Door(over 50%glazing) 81 0.300 0.320 24 26 7-11 1/2"CEILING HEIGHT SHGC:0.26 Window:Wood Frame 15 0.270 0.320 4 5 SHGC:0.34 INSTALL SMOKE AND CO ^ Compliance Statement: The proposed bLilding design described here is consistent with the building plans,specifications,and other DETECTOR TO CODE Q calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in W REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. , s „ , „ 5-2/8 5-7/s Name-Title Signature Date VERIFY ELEVATOR CAB SIZE,LOCATION 3'/2" 51/2" 3'/211 O AND FRAMING R/Os IN FIELD.CUT +I O CONCRETE SLAB OUT AND EXCAVATE NECESSARY FILL.POUR 12"X12"PERIMETER O O WITH A 4"SLAB AT BASE.ELEVATOR PIT ^W^ TO BE MINIMUM 8" 3'-0" MINIMUM 0 SLEARANICE _ 2 ON m RELOCATE EX. 'z 3MPLYWOO �UNIT` MACHINE \ N d' L- I.S.SHAFT:5/ ° ROOM BARNDOOR a — — TYPE-X SHEETR 3,_ Q � — — — — , AUTO SERVICE SECURITY OUTDOOR 61"FINISHED _ _ — — O Project Title: SEQUET Report date: 01/24/23 0 BACKUP PANEL SECURITY SUPER AO CONTROLLER ISCONNE[T L 1 Data filename: Page 1 of 1 STORAGE 1 i i PANEL STORE _ , � � O HW ' WATER FILTRATION W +I EX. BATH d p fr1 AIR EXIST. MECHANICAL ROOM p a HANDLER O V] W FURNACE a Z ' SERVICE/COMMUNICATION NICHE NICHE NICHE NICHE NICHE NICHE NICHE UTILITY J rT1 �D U - - — t1E— — MbE— - - - - - - - - - - — UI E- - - - - - F.+�i - - U Z EXIST,- CLOSET EXIST. HO ER d o ----------------- V1 C L. O S E: T �t CN PROPOSED BASEMENT O GYM/ RECREATION SCALE: 1/4" = 1'-0" m N W o 7-11 1/2"CEILING HEIGHT rn x ^� cu O x O m IY L....� fC C, go I � SUE' U-) U O N v Q) r. 0 L. O E: T x v cA W „ AUTO SERVICE SECURITY SUPER O BACKUP PANEL SECURITY10 PANEL STORE OHW Cn ' WATER FILTRATION o� ' Ell N N _J t EX. BATH EXIST. MECHANICAL ROOM V AIR d' � a HANDLER ' FURNACE U SERVICE/COMMUNICATION Uj , x , EXIST; CLOSET EXIST. SHO ER A LJ "kdti DRAWN: MH/MS EXISTING BASEMENT SCALE: JOB#: SCALE: 1/4" = 1'-0" 6/1/2023 SHEET NUMBER: A- I REVISIONS: I FIRE UPPER PATIO PIT I I I I I Ir — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J COVERED PORCH (BALCONY ABOVE) 0 H COVERED PORCH EX. KITCHEN (BALCONY ABOVE) EX. KITCHEN w EXISTING DINING Q W EXISTING DINING 0 1 2 P-� ----------- -�- - - ------ --- - - - EX. LIVING ROOM a Z-1%11 , ----- ---------- ' CLOSET vi rl N N REMOVE EXISTING ; WET BAR ' PANTRY CAB CUT BACK EXISTING 3-1/2X16 PSL EX. BAHEX. _ )9-1/2 ML HD AND POST DOWN TO FOUNDATION EX. BAT w 3'-711= 4'-61/2" 5'-23/� Ad REMOVE EXISTING Fn I O EXIST. WALLS '-101/4" 7'- I O 04 ,3 WINE �i a EXIST. CELLAR Z 2'-10 •I CUT BACK I PANTRY EXIST.BEAM \ �Tl U � I I N �-i W/DLnI EXISTING ENTRY .I EXISTING ENTRYtn z L W/D LAUNDRY I 00 T LAUNDRY ROO ,� I I ALTERED GLASS INEENCLOSUR1 I I TO BE REMOVED 'I UP I II I N �IB�EDROOM WALL UP I I I I I ABOVE I I EX. STORAGE C o N 41 STEP u I C) EXISTING PORCH EXISTING PORCH o o I ��, Z w u M M EX. OFFICE o v u m U v SH I v- tn I N v r. v 2'-6" W I 4'-0' I � W I Qom' I 0 I cn EX. BEDROOM I PROPOSED 1ST. FLOOR PLAN EXISTING 1ST. FLOOR PLAN SCALE: 1/4" = V-0" I SCALE: 1/4" = 1'-0" I I � I x y � sa . DRAWN: MH/MS SCALE: lM "-aa M JOB#: 6/1/2023 SHEET NUMBER: A-2 REVISIONS: _'"S;,'�#�!�� i•.4� "tm-. :-,,.,`� '�.+dl�"�a'nSnt,/: }.'!r°'.,,tq.. :ic �.,,......_._..,....,..��,.-m.:...,..,,..,.—..�, s��•,, p 9J',�"�ha' bpf°'� .S.',vC� .�1'�C y,S .4M.1• ""`"'W*•.�,,,.G,' ' yr. .y ,*�a.,„ i , a i g �77' � fir"- � ,_ � ' .•;,,.,..ter - --,,..�^�:,y... f V1 EX. POOLlo w LOWER PATIO Q r,,s O T-711 X 81-511 HOT TUB t� C O � WW� a z - - - - - - - - - - - - - - - - - - - - - , U z I 1 � � Q I I 1 FIRE 1 UPPER PATIO PIT I 1 1 I I 1 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — cn .� x Lo o cn COVERED PORCH oe, w aj (BALCONY ABOVE) 4 " � ; � I Qj Lrn U r' rn a� v N E. a w O m ul) COVERED PORCH EX. KITCHEN N (BALCONY ABOVE) � U In x PARTIAL 1ST. FLOOR PLAN SCALE: 1/4" = V-0" .'I DRAWN: MH/MS SCALE: JOB#: 6/1/2023 SHEET NUMBER: A-2a REVISIONS: EX. BALCONY H w Q EX. BEDROOM EX. OFFICE w 0 EX. BEDROOM 0 t� i n 5 -113/4 ^ � F� RE-FRAME CLOSET 5-0" SOUND ---------------- M WALL """-- N 2'-4" 2'-6" 38" 0 , 9"X3 P ° m = ' ' + ° ' SHOWER %U26 'X PROPOSED I" EX. STAIR HALL ° TH I I ' PROPOSED i ; O 0 ,� BATH No. 1 HOWE" 46"X46" SHOWER, 3 „ b cAe3-0/4 ZEX. WALK-IN EX. BATH38" CLOSET2'.4" SOUND WALL S V� 4'-11'/4" 4'-11" 3'-3" H lo OPEN TO BELOW EX. BEDROOM 0 v m � � o v pq a\ To p 4 �' �°a O y; , 4 00 1.INSULATE SOUNDWALLS WITH ROCKWOOL 6"SAFE W SOUND EX. BEDROOM u To �n SOUNDPROOF INSULATION. EX, BATH 00 N 2.DOORS TO BE 1-3/4 THICK SOLID CORE(STYLE TO MATCH EXISTING) NO. 4 ,0 w Pr W d I-r E* cn PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" u EX. BEDROOM Ln x a LW r QQf �r DRAWN: MH/MS ,..:. SCALE: JOB#: 6/1/2023 SHEET NUMBER: A-4 REVISIONS: lS EX. BALCONY H EX. BEDROOM O EX. OFFICE EX. BEDROOM Q 6'-83/4" C^) F� 4'-113/4" 1'-9" 01 0 N b X6ISTING ;; ;� 36" 1 Zhn • B TH No. 2 ' �f EX. STAIR HALL EX. WALK-IN 8 . . m PULL DOWN ; CLOSET ; • �'' 'FREE EXISTINGcl. ac) I STAIR I - ALTERED ,gi h' TANDING BATH N iTUB 46"X46" CAB rn 0 • I I Z ; `t ; a EX. BATH o A r ALTERED sr c ; 7dICHE r� ' H + N i R DI-PRIME ►� C 78°X481 ° 8 01 SERIES �I SHOWER ICHE OP QUE GLASS ETA U } KKK OPEN TO o = O' o H BELOW - 3 EX. BEDROOM O CLOSET -�--- -. �a- O .,. ! y 36' X56, ELF PROPOSED s o ER; nnvF �>d' BATH - , / ICHE t^^�.l — ", qq 1 1/4 1 1/2 1 1/4 1 1/4 1 1/4 1 1/4 1 1/4 1 1/2 '4 F 1 W.0 LAV. LAV. LAV. W.C. Ty) -O,1 a' � .4 O 13" F.A.I. SHC WEP SHO ER BA H m c U C . s x .1 V al m 0 3 2 3 6� .. .., s C.O. I 11/4 2 C.O. `6 4 2 o 3 11/4 11/4fL EX. BEDROOM z `- u rV 3 EX. BATH No. 4 s � m `m 4 ' � LU � SLOPE" 1/4" PER FOOT PITCH TO DRAIN 0. TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE ll.l F— PLUMBING SCHEMATIC PROPOSED 2ND. FLOOR PLAN SCALE: NOT TO SCALE SCALE. 1/4 - 1 -0 N d EX. BEDROOM QL N k AL w DRAWN: MH/MS _ v SCALE: JOB#: 9/19/2023 SHEET NUMBER: A-4 REVISIONS: oa Generated by REScheck-Web Software Compliance Certificate 3 Project SEQUET OUTDOOR STORAGE Energy Code: 2018 IECC Location: Southold, New York 10EFL-1 Construction'Type: Single-family Project Type: Alteration I3„ Climate Zone: 4 (5572 HDD)Permit Date: ER Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 11/4 3 NICHE NICHE NICHE NICHE NICHE NICHE 1505 NAUGLES ROAD 2 — NICHE — NICHE UTILITY MATTITUCK, NY C.O. I — — — — —U— — — — — — — — — — — — — —1yJCL�E— — bE— — — — — — 3 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade ,� „ 4 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. SLOPE 1/4 PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPTIC SYSTEM--t TRAP HOUSE Envelope Assemblies PLUMBING SCHEMATIC SCALE: NOT TO SCALE Wall:Wood (Frame, 16"o.c. 1,461 20.0 0.0 0.059 0.060 81 82 GYM / RECREATION Door:Glass Door(over 50%glazing) 81 0.300 0.320 24 26 7'-11 1/2"CEILING HEIGHT ` SHGC:0.26 Window:Wcod Frame 15 0.270 0.320 4 5 SHGC:0.34 INSTALL SMOKE AND CO n Compliance!statement. The proposed building design described here is consistent with the building plans,specifications,and other DETECTOR TO CODE F--� calculations submitted with the permlit application.The proposed building has been designed to meet the 2018 IECC requirements in W REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. n a n 7 n VERIFY ELEVATOR CAB SIZE,LOCATION 3'/2" 5'/2" 3'/2" O Name-Title Signature Date AND FRAMING R/Os IN FIELD.CUT +I O CONCRETE SLAB OUT AND EXCAVATE NECESSARY FILL.POUR 12"X12"PERIMETER O WITH A 4"SLAB AT BASE.ELEVATOR PIT TO BE MINIMUM 8" T. �_ Q MINIMUM -N ,y, CLEAMNCE PUMPING - RELOCATE EX. ' M m z 3/4"PLYWOO UNIT MACHINE \ N d I.S.SHAFT:5/ ROOM BARNDOOR TYPE-X SHEETR Q '" — — — i , AUTO SERVICE SECURITY OUTDOOR JI 61"FINISHED _ — _ — �o oNTaouEP 3' 7" ' ' BACKUP PANEL SECURITY (� SUPER NECi ' ' STORE Project Title: SEQUET Report date: 01/24/23 STORAGE NO PANEL O _ HW Data filenarne: Page 1 of 1 ' WATER L E13 L i FILTRATION W +I EX. BATH ¢ O r j _ AIR EXIST. MECHANICAL ROOM O O o I-'ANDLER (� L/] W FURNACE a Z ' SERVICE/COMMUNICATION L NICHE NICHE NICHE UNICHE NICHE NICHE NICHE UTILITY W _U A — — — — — — — tylCtiE— — NJCJ�E— — — — — — — — — — — — CIE— — — — — — w L z a o i~ tn EXIST,- CLOSET EXIST. SHO ER L ----------------- V� C L O FIF S E T v N PROPOSED BASEMENT 0 GYM / RECREATION SCALE: 1/4" = 1'-0" N o T-11 1/2"CEILING HEIGHT APPROVED AS NOTED o m DATE: B.P.# V () L� v 2 ELECTRFCA! ° FEE: - _ Rv, E- ?� 2 �� PEt;�'I�3�1 Rly(��.'!R�"D � ° oo �' NOTIFY BUILDING "EPARTMENT AT 765-1802 8 AM TO d PM F P4 can zt U � OR THE FOLLOWING INSFLCI iO !S: CZ 21. U ^ 1. FOUNDATION T'S:0 RFQUIRED Must provide Manuals v FOR POURED CC"!^BETE LO v U, 2. ROUGH - FRAA�',�G & PLUMIBING D� and S as per 00 N • O 3. INSULATION C S Energy Code ° w L 4. FINAL - COt4I�T i'r�,c�rv, MUST i o BE COMPLETE FOR C 0. S ALL CONSTRUC-i I;;N Si-ALL MEET THE T v REQUIREMENTS OF THE ODES OF NEW $l( '* ;r door YORK STATE. NOT RESPONSIBLE FOR � W DESIGN OR CONSTRUCTION ERRORS. %'11'1 llet-"lOri.- testing required. u AUTO SERVICE SECURITY SUPER O 1 ' PANEL PANEL SECURITY O STORE 0 1j WATER HW COMPLY WITH ALL CODES OF L19NEW YORK STATE & TOWN CODES PLUMBER CERTIFICATION ; FILTRATION o� N AS REQUIRED AND CONDITIONS OF ON LEAD CONTENT BEFORE N EX. BATH EXIST. MECHANICAL ROOM --,L.l, CER TIFICA TE OF OCCUPA NC � 2A _ AIR -Y4 r _-rP,Na BOA,,D SOLDER USED IN WATER � ; o HANDLER C^�i'rtiniP��anir� 4�1 �� ,� n 4 SUPPLY SYSTEM CANNOT FURNACE V � SERVICE/COMMUNICATION =':7 iRU TEES EXCEED 2/10 OF 1% LEAD. v, Io r, EXIST; CLOSET EXIST. HO ER PLUMBING. --`• OCCUPANCY OR &WATER LINES NEED:;, , � -�� •----------- ----- ALL PLUMBING�VAStE �~ �� + �, 4 Ti=$1'ING BEFORE COVERII�Ja'w ' USE IS UNLAWFUL WITHOUT CERTIFICAT r � DRAWN: MH/MS EXISTING BASEMENT OF OCCUPANCY V1 1E , r SCALE: SCALE: 1/4" = 1'-0" ;,� a� .,.•' JOB2/10/2023 SHEET NUMBER: � 1 [}EPT. A- 1 REVISIONS: 7� H O EX. KITCHEN EX. KITCHEN w EXISTING DINING Q EXISTING DINING O ------------- ----- ---------- ' t t t t O t1-21/411 tQt �CLOSET ' REMOVE EXISTING ; WET BAR `----------- ' 4 PANTRY - �__=_______= 46"X46" — — — — — — .. - --------------------------------- I - - - - - ,? - - CAB CUT BACK EXISTING 3-1/2X16 PSL EX. BAH I I )9-1/2 ML HD AND POST DOWN TO FOUNDATION _ EX. BAT I 4'-6'/2" REMOVE EXISTING EXIST. WALLS ■ m '-�QI/4" I I 7'- / f (� 0.� „3 ° WINE z EXIST. CELLAR - -2-1 CUTBACK PANTRY =N I I I II EXIST.BEAM U W/D I EXISTING ENTRY 1 EXISTING ENTRY EXIST. J LAUNDRY ROO t I I W/D LAUNDRY I I ,_3�,I 00 �I ALTERED I GLASS NE ENCLOSUR TO BE REMOVED I ml I I II ' UP I I I ' I l �tt WALL UP ABOVE II II 0r--q Ii BEDROOM Fj ` v m ��' o u _ V O EXISTING PORCH EXISTING PORCH ?� w x v V 4 c f7 � rn U 00 a� v N 0 w u O un un W. PROPOSED 1ST. FLOOR PLAN N EXISTING 1ST. FLOOR PLAN SCALE: 1/4" = l'-0" SCALE: 1/4" = 1'-0" x r 9°�" a yx? •: � DRAWN: MH/MS � �ro�-: � � SCALE: doe •: � �. JOB#: . 1 2/10/2023 f�V�, �'' � � SHEET NUMBER: .01tr 1S' A-2 REVISIONS: EX. BALCONY ------- -----___ P P L , d P P W EX. BEDROOM O EX. OFFICE Q EX. BEDROOM W d aA EXISTING WALL TO BE RE-FRAMED WITH 2X6 SOUND WALL d m------------, L. Ne 1 1 1 1 g I N d N N In II ( 1 0 N m u 1 1 u r I u n b I I 1 I II III II 1 1 N I / N O III II I I d p III II 1 1 it 1 I 1 N 4 REMOVE DOOR 01 I u " F1CLOSE OFF OPNG i N n I EX. STAIR HALL ti I I I A y 4 II 1 II II I p II II A 1 1 � v` II A A N I I I I N I i I u II 1 0 4 II II d I W/D z EX. WALK-IN EX. BATH I �' NII „ I W d " it 4 ; CLOSET ; ° a I I Z EXISTING WALL TO BE RE-FRAMED— yn WITH 2X6 SOUND WALL r ' 1 0 A A�CyI I 1 N d —-- --—---- II OPEN TO "_- ----R- =--------- -- 1) .------ " d II I BELOW N II d EX. BEDROOM N N N N P 0 N Lo � u Pm c3" COO O . N C1 \ u " II N 5 �.1 EX. BAT N Ln u m EX. BEDROOM It `� N (u v C- W W r-N V ' 0 N EX. BEDROOM EXISTING 2ND. FLOOR PLAN C x SCALE: 1/4" = V-0" INN s N .... d DRAWN: MH/MS SCALE• JOB#: ' .?+ 11/14/2022 SHEET NUMBER: R A- 3 REVISIONS: EX. BALCONY H w Q EX. BEDROOM O EX. OFFICE EX. BEDROOM O 5-113/4" ^�^ F-� RE-FRAME OSET SsO= — — — — 3/4" 6'-1" 10'-83/4'r ---------------- M SO1Y�D -------- SOUND N — r-4 — 2 — — 2'-g — -2'-4" r 4MR 38" , I 4'-0" 1 e 9"X3 42" r d' I r II r I I PROPOSED EX. STAIR HALL TH No. I o i i PROPOSED FREE V PROPOSED _ i i I 6$" BATH TAT KING BATH Noll 69"x3s" I I �= ' (� t/] SHOWER 00 46"X46" ; EX. WALK-IN F 3/4rr i v CAB i CLOSET N `" 6'-7" 3'-10'/4" I I I z SOUND ' r I F- >X4 NICHE 4, A WALL — — — — I r n r n r n -----' 'S4-11'/4 4-11 3-3 H I J 3'-0" 3'-11' rr* j��l 3'-4"I OPEN TO I -'"---' - ,- 36" I EX. BEDROOM BELOW d I ? �01 PROP9�E1�.{ b' :o BAT'HNo. 3 N cLOSETI SHELVES IZZZIIA I 1 2'4" -. J L - - - J LL O �V--1314� - - - - - - - -cJ' rr - - � 4 v O %0 XO L _7 N {Y� M pu 14 NEW BARN OOP x 0 2'-6" z fs e n N � \ O 4 �1. 1.INSULATE SOUNDWALLS WITH ROCKWOOL 6"SAFE'N'SOUND EX. BE OOM o v o in SOUNDPROOF INSULATION. EX. ATH 00 2.DOORS TO BE 1-3/4 THICK SOLID CORE(STYLE TO MATCH EXISTING) Nb. q W W W T-0" O En PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" EX. BEDROOM `n x JJff��V�r G S R AJ a DRAWN: MH/MS SCALE: JOB#: 11/14/2022 10 s) SHEET NUMBER: 0 A-4 REVISIONS: 1). DESIGN INFORMATION BASED ON DRAWING PROVIDED BY ACCESS ELEVATOR, Rd 631-694-4400 (DRAWING No. C-002877). (FOX VALLEY ELEVATOR, MODEL EXCELEVATOR SERIES HYDRAULIC ELEVATOR AB DC OPENING w/ ACORDIAN GATE). GENERAL CONTRACTOR SHALL VERIFY ELEVATOR TYPE AND SIZE PRIOR TO CONSTRUCTION AND ADJUST AND INSTALL PER MANUFACTURER INSTRUCTIONS. PROVIDE ARCHITECT WITH ANY CHANGE TO REVIEW. 2). MACHINE ROOM TO BE MIN. 4'-1 X 4'-1 WITH A MIN. 30" WIDE DOOR. ' VERIFY IN FIELD WITH ELEVATOR CONTRACTOR WITH BEST SUITABLE SIZE, LOCATION AND LAYOUT FOR ROOM. MINIMUM CLEARANCES FOR CONTROLLER AND OTHER EQUIPMENT TO BE MAINTAINED PER MFGR INSTRUCTIONS. III i I j 3). ELEVATOR SHAFT LOCATION TO BE VERIFIED AND ADJUSTED IN FIELD AS REQUIRED. PROVIDE A MINIMUM 12" THICK BY 12" DEEP PERIMETER ICI it WITH A MINIMUM 4" SLAB FOR ELEVATOR PIT. PIT TO BE MINIMUM !I 8" THICK. CONCRETE TO BE MIN. 4000 PSI. I Ij i I I j I 4). TRACK WALL TO BE 2X6 WITH 3/4I PLYWOOD ON SHAFT SIDE WITH - 2ND. FLOOR !, (2) 2X12 BETWEEN STUDS AT TRACK LOCATIONS OR AS INDICATED FROM MANUFATURER/ INSTALLER. VERIFY PRIOR TO FRAMING WALLS. 5 APPLY 5/8" TYPE-X FIRE RATED SHEETROCK ON OTHER 3 WALLS AND CEILING. FIRE SEALANTS, CAULKING, ETC TO CODE. 6). ELEVATOR CAB FINISHES AS SELECTED BY OWNER. CAB TO BE PROVIDED WITH CALL STATION, OPERATING PANEL, PHONE, LED LIGHTING, AND HAND RAILING. CAB HEIGHT TO BE 8'-0" DOOR SPACE GUARD REQUIRED TO COMPLY WITH ASME A17.1-2019 SECTIONS 5.3.1.8.2 AND 5.3.1.9.3(b). CONTACT LOCAL CODE AUTHORITY FOR SPACE GUARD SIZE REQUIREMENTS, DIMENSIONS ARE IDENTICAL PER SIDE UNLESS NOTED. FINISHED HOISTWAY 51 1/2" 1 1/4" (49'r) O.D. 1 1/4" / a Q 25 3/4" / C/L RAIL w I.13 3/4' 13 3/4'—ry PRY O 1ST. FLOOR 20" W D A p-1 46" I.D. ; HOISTWAY , ' ' i I s i' 61" n I C/L (48 ) II LA 8" CLEAR GATE HOISTWAY O.D. _ OPEMNG4�Yamm IN.wH6lP46" LD• � TT- 3/4-> 36 3/4 DOOR ro sm O.ML3fi"ji SPACE GUARD(BYOTHERS)KM it ) n , l 4" 1 4" 5 W EMI DYTERLOC% j UNISTRUT C.O.P. LOCATION RECOMMENDED HALL A STATION LOCATION ELEVATOR SHAFT MACHINE ROOM F0F�-��1 r„ W BASEMENT i! FOX VALLEY ....o"•WI6491/ w v P"om.90o-2Jed1J9 , ELEVATOKa ! ELEVATOR CONTRACTOR: 1) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB JOB NAME: ORDER NUMBER: AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CODE. ! : EXCELEVATOR SERIES j' ELEVATOR PIT 2) FlNISHED HOISTWAY HYDRAULIC ELEVATOR ! ROUGH FRAMING + DRYWALL + PLASTER + PAINT. AB DC OPENING W1 ACCORDION GATE Q '12" MIN. I J1 2 I SIGNATURE OF APPROVAL DWG.NO. DRAWN BY: DATE: C-002877 MIN. 4" SLAB ELEVATOR DETAIL SCALE: NOT TO SCALE rn O —+ X O zs Z w v i u m cu - - — — — — Ln U 1.0— Go v - - - - - - - - - - N o3 � w 3 3 1 1/4 1 1/2 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 1 1/4 1 1/4 1 1/4 1 1/2 W LAV.� LAV. o o LAV. LAV. LAV. o W.C. W.C. W.C. W.C. I3 U F,A.I. INTERIOR ELEVATION o SH ER SHO ER SH ER SHO ER BAH SCALE: 1/�n — (-�(� N 2 20 2 3 11/4 � 3 2 3 3 C.O. 1 1/4 C.O. C.O. 1 1/4 2 I C.O. 3 1 1/4pill 3 3 3 t ' SLOPE" 1/4" PER FOOT PITCH TO DRAIN —�TO APROVED 4"C.L SEPTIC SYSTEM TRAP HOUSEw *,1",+ hN - PLUMBING SCHEMATIC '.� �� -��ty DRAWN:SCALE•MH/M3 .. i. N SCALE: NOT TO SCALE JOB#: 11/14/2022 ai ;»aYs= eyf SHEET NUMBER: REVISIONS: / li IIII IM I' hll � ly j I - E-1 1:1 . ® ® I Fo o 0 0 MASTER BATH P I - Z o - W BATH No. 1 S MASTER BATH � Q Lj , w z I j it I!i II 'I I I' ,I � ii 'I 'I� 4 ',� ;� C; I j III P'� I I j'll ,I ►►� z � I jj o 0 0 0 l iil o o ' I II I II I III o o 0 0 0 N _ CC N G BATH No. 2 MASTER BATH MASTER BATH 4 .G 194, C o 10- Ln v Ln U r+ . , ; � . ; . ; , ; , ; : � . ' � : � . ' ' � : " • ' ' • : • ' � : � v.� cis 00 IS a� v N �� it I IIII I; I II F--1 �"pY DRAWN: MH/MS F 7o SCALE: JOB#: 11/14/2022 BATHN o. ✓ SHEET NUMBER: A-6 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER CRIPPLE STUD WALL STUD p , BOTTOM PLATE p RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4%12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER' 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST O VENTS SELECTED AND H LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED W RAFTER C� RAFTERS WALL SHEATHING MAINTAIN AINT VENTILATION SILL PLATE(S) VEN WOOD JOIST SIDEWALL FLASHING FOUNDATION Z/zx TOP PLATE BLOCKING F-� ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING rT, BARRIER ; 2x4 SOFFIT JOIST F+i STAPPING ATTACHED TO WALL STUDS AT WALL TO MAINTAIN GAP O AND ALLL WINDOW/DOOR DOW/DOOR OPENING JACK STUDSUDS TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER a INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ' O 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH SHALL BE COVERED WITH CORROSION- t ONTIN. SCREENED VENT ,,��// ON ALL OPENINGS � PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD W INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR SOFFITED EAVE LOC ATION USP NUMBER DESC RIPTION APPLIC ATION a 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS �`„ ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND `. INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS a. TYDOWN ANCHOR 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / g EACH RAFTER,8" - 12" RAFTER RT20 21-1 8" x 20 CONNECT T SOFFITED EAVE DETAIL - ,' , � � ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING RP d op ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O O 04 W TOP PLATE W GIRDER/HEADER x, SIDE WALL FLASHING W 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD to iF_i AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ~ 4" - 8' LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE �--- SUB FLOOR TERMITE SHIELD WOOD JOISTS C) SILL GASKET o CONC. SLAB NEOPRENE ; m �N o TYP. CONC. FOUNDATION /� GASKET / {, DAMPPROOF EXTERIOR 6 MIL. POLY V� ; x Lo V GRANULAR FILL 1 ' 2x6 2x8 CONTINUOUS WOOD PLATE rn m m v " ° I BOLTED TO STEEL BEAM WITH O ,.., r 6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS ® 48" o.c. STAG. m o ° V STEEL COLUMN I _ �� i ' 0 `-' X Stu Ap' •D \ ROOF JACK �� ' �' �" rw ° _%4 D CONC. SLAB STEEL BEAM 'cs Z v v e a .a u ANCHOR BOLT EMBEDMENT: �.` , COMPACT FILL ° POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL o , U V 8 D BLOCK WALL: 15" `� TOP AND BOTTOM PLATE cam*) u ROOFING LAPS U ° ° ° ° FLASHING AT ' 4 7 WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING r ° V •^ �, ^ CONC. FTG. •° Q ° G D SIDES AND TOP / U m +' USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT .o ° • O , v ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �. It 0 p REINFORCING BAR ^ ^ I I 3" STEEL COLUMN N o W DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I ( 10 KIPS ) SUPPOPTING MAXIMUM SPACING FLASHING LAPS , SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC Q SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U r O SUB FLOOR CONC. SLAB ' I DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOOR GE � I JOIST N USE 2X8 STEEL BEAM E_ FOR B LOC KOUT • ';•� 4" SLAB P.T. PLATE W/ 6X6 WMM SLOPE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIR S ACE% < 1 <I ° ° � (WITH A NAILING PLATE IF NEEDED) 7 1 2 V AT END AND 'ter /• '° ° °• ° :a °° o ° TO BE APROX. 1/2" OR HIGHER THAN •° ES OF WOOD D' D ' D D a a STEEL BEAM TO ALLOW FOR SHRINKAGE • --c�------CT-----i BEAMS _ _ a o a GRADE - ° , ° c _ - I- I ° ° _ � PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) � d _ D II- =1I1=1I EI I a a a a . 12" 6X6 W.W.M. „� -4 ° a ° a ElIE ' • D , D D D —I ° ° ° 'D I J� SUB FLOOR MIN. c .° d ° 4A �'� ^'� ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I) • , ° •' n •" REINFORCING BAR / 1 x NOTCH EQUALS 1 4 DEPTH OF BEAM i� D D all ° v •° D GIST °} •►. D �� REINFORCING BAR o•a a D DRAIN TILE �f—►l p e a SHEET METAL 30 FELT UNDER BEAM AT POINT I�� s a C\'/� oa ° Ia ° �y !0 ' �7��'t 12' / # LLL �1 STEEL BEAM , o OF CONTACT WITH CONCRETE OR CONC. BLOCK _tTT_iTi-iif-iiLT_i�_Ti 1, l� t4s �C. ,1° c 3" PLATE (BOLTED TO BEAM) b ti�6 � � y • ° ' '3 .A` TYPICAL CONC. MONOLTHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH 2 4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM _ pi GARAGE DOOR B LOC KOUT �� tr -� }� DRAWN: MH/MS ; �. 4 SCALE: BEAM POCKET r''`� ~ JOB#: h t � ��,��a ,;��• I I/I4/zo22 SHEET NUMBER: >„-a,1. ��Pad•' A- 7 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE 'Nk " ERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING TI ON NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUC TOP PLATE 10 WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME INTERIOR WALLS AND PARTITIONS H/180 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: )WOOD WALLS to meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in MASONRY WALLS (8 THICK) 80 Theses codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS (PLASTER, STUCCO) U360 studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS(GYPSUM) U240 should be adhered to even if in variance with the plan. 2 - 8d COMMON GUARDS AND HANDRAILS 200 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS {FLEXIBLE FINISHES) H/1120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) V600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under p STAIRS 40 the late and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES ROOF GROUND SNOW LOAD 20 construction means, methods, techniques, sequences, or procedures, or for safety P PP QTY. SPACING precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt (DESIGNED FOR EXPOSURE C) spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY specific use expressed or implied in the use of these plans. P g P P g TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMONJOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE ~ � INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE l EXTERIOR SHEARWALL CONNECTIONS: STUD TO 241f FACE or exceeds manufacture's specifications and applicable codes. Type l exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. w attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION [-� FACE O.C.7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 w 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD O SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY SPACING NOTES MODERATE SLIGHT TO a 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 6 SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6,� maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS T8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMONEACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM JOIST NAIL NOTES 8x16 east iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER DECK AND COVERED PORCH NOTES: 3 - Bd COMMON PER TOE O 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. o N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END ►-4 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON W Z g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � ^ 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. d U 8). Drainage as required by current N.Y.S. Residential Construction Code. 1 SILL OR TOP PLATE FOOT SEE NOTE. 1 Z Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. c FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHE TH l For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Q 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTt'. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD CD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 2 full length studs on each side ofSHEATHING: m o openings. LVL headers to have (3) jack studs and ( ) g WALL SHEATH 1 N G• • NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored o NAIL NAIL irder a, m ° openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to s . JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. g ( ) QTY. SPACING O w STRUCTURAL AS PER TABLE 3.9 the 4 foot edge zone attachment requirements shall -d Z 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON1). For wall sheathing within 4 feet of the corners, g q 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PP connecting PLUMBING NOTES be used. , anchors where applicable to all connectin joists. 7/16" OSB 3" O.C. EDGE ° 6d COMMOCZ U 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 0 .2 verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE Floors to have ceramic file installed shall be G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. u m 5d COOLERS WALLBOARD 10 on plans. " O.0 . FIELD N v 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. .°0 w 3 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) y P y g y P pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION Q-�r SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8d COMMON (5.7 SQ.FT.2ND. FLOOR) � 1 OR LESS 12 O.C. FIELD w 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF F' NOTES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED V under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. cn 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed N 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing H using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3)• HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. if wall sheathing SOIL COMPACTION: g p gg Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, i 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ► 1 j ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. p such as shear plates, shall bE used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 1 All electrical to be installed as per N.Y.S. Residential Construction Code. )' P SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. r 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 "'RA torch down type material over. ye and R315 of IRC. ,�.r' � cry>�r,,, 16). All sill P lates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G '=# � be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP DRAWN: MH/MS AND BASES.USE WITH FLASHING CAPS TO1 � f SCALE: COVER TOP , JOB#: 'CAA 11/14/2022 SHEET NUMBER: A- 8 REVISIONS: PROVIDE NECESSARY ' ELECTRICAL FOR NEW PROVIDE ELECTRI(�AL ELEVATOR MACHINE ROOM CONNECTIONS,�S REQUIRED PER MFGR FOR ELEVATO'Rll ED „ „ , , , O , W ----------------- , n �W V1 ^O^ 1.VERIFY AND REPLACE CO AND SMOKE DETECTORS AS REQUIRED. W^ 2.REMOVE AND REPLACE ELECTRICAL FIXTURES AND CABLES AS h-+� REQUIRED FOR DERMOLISHED AND ALTERED AREAS. 3.RE-ROUTE HVAC AS NEEDED. PROPOSED BASEMENT - ELECTRICAL SCALE: 1/4" = 1'-0" o 01:43 H � W ¢ U o II -----;-;--;--; - , CD , , , , cn rl o PROVIDE ELECTRICAL +Vt ----------- ; _ CONNECTIONS AS x �( REQUIRED PER MFGR � 0 � � FOR ELEVATOR Lo U ' 01, 00 cu v �n 1 , I ' I I ' W I , I I II U 1.VERIFY AND REPLACE CO AND SMOKE DETECTORS AS REQUIRED. 2.REMOVE AND REPLACE ELECTRICAL FIXTURES AND CABLES AS REQUIRED FOR DERMOLISHED AND ALTERED AREAS. 3.RE-ROUTE HVAC AS NEEDED. IN S V ip; � DRAWN: MH/MS PROPOSED 1ST. FLOOR PLAN - ELECTRICAL �" ` `� +" yy rs y, SCALE: 1�' SCALE: 1/4" = 1'-0" P' Gm4S4� } JOB#: ..4: � 11/14/2022 �'"h l �,D f�v SHEET NUMBER: E- 1 REVISIONS: ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT DECORA SWITCH CHANDELIER ° O 3-WAY DECORA SWITCH $3 CEILING MOUNT O PENDANT 4-WAY DECORA SWITCH $4 UNDER CABINET LIGHTING LIC SINGLE POLE DIMMER SWITCH $DM CEILING MOUNT 0 FLOURESCENT LIGHT 3-WAY DIMMER SWITCH t3D CEILING MOUNT EXHAUST FAN HINGE SWITCH HS GARAGE OPENER CEILING FAN SWITCH 120v OUTLET GARAGE DOOR DECORA OPENER 120v FLOOR SMOKE DETECTOR �$ OUTLET 120v GFCI CARBON MONIXIDE DECORA OUTLET (5an DETECTOR OUTLET w/WP BOX W1W COMBINATION 12 EXT. �}� P SMOKE/CO DETECTOR O WALL MOUNT WIRED F--i LIGHT FIXTURE DOOR BELL CEILING MOUNT WIRED LIGHT FIXTURE THERMOSTAT RECESSED CEILING ,�R WIRED CABLE TV Tv LIGHT FIXTURE � CONNECTION F--i WIRED TELEPHONE CEILING MOUNT (� (� CONNECTION Q Q TRACK LIGHTING O EXTERIOR MOUNT WIRED LAN ETHERNET 7 SECURITY LIGHTING CONNECTION O^^ EXISTING \ PULL CHAIN CEILING CEILING MOUNT EXISTING SPEAKER \ PORCELAIN LIGHT O \' NOTE 1 I REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER --- A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH LOCATIONS,etc. o � o ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF _ CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE N 0 LABELED FOR LOCATION.PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION R SENSORS,KEY PAD TO ARM AND DISARM,etc. - ° r(�} PROVIDE ELECTRICAL ' CONNECTIONS AS ' ' \ ' REQUIRED PER MFGR ; O FOR ELEVATOR ' l WW z (�� w e t z EXISTING � � I ° ' � o O e N � cm fi O ci X v Lrl ^ Gl O m c-� ++ CGS m o o -+ -x p v wu o o-� � \ 1 U �M Cn \ z rn N N v 1.VERIFY AND REPLACE CO AND SMOKE DETECTORS AS REQUIRED. 4 W 2.REMOVE AND REPLACE ELECTRICAL FIXTURES AND CABLES AS \ t~ REQUIRED FOR DERMOLISHED AND ALTERED AREAS. ' 3.RE-ROUTE HVAC AS NEEDED. I , U) W O d N PROPOSED 2ND. FLOOR PLAN - ELECTRICAL SCALE: 1/4" = V-0" In 100, ;4 ,r. v 4 DRAWN: MH/MS v psi ,, r�, SCALE: _., .. JOB#: 11/14/2022 SHEET NUMBER: ` �`^ E-2