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HomeMy WebLinkAbout50072-Z ��o�0g0EFOl,�coGy� Town of Southold 7/5/2024 P.O.Box 1179 o . 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45326 Date: 7/5/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2820 Shipyard Ln Unit 2132,East Marion SCTM#: 473889 Sec/Block/Lot: 38.2-1-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/9/2023 pursuant to which Building Permit No. 50072 dated 11/28/2023 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: interior alterations to existing dwelling(Unit 2132)as applied for. The certificate is issued to Crewe,Jennifer&Conant,Benjamin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50072 7/l/2024 PLUMBERS CERTIFICATION DATED 6 Ve- t o e suFFot, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 50072 Date: 11/28/2023 Permission is hereby granted to: Crewe, Jennifer 790 Riverside Dr#10A New York, NY 10032 To: construct interior alterations to existing dwelling unit as applied for. J At premises located. at: 2820.Shipyard Ln Unit 2132, East Marion SCTM #473889 Sec/Block/Lot# 38.2-1-18 Pursuant to application dated- 11/9/2023 and approved by the Building Inspector. To expire on 5/29/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $357.00 CO-ALTERATION TO DWELLING _ $100.00 Total: $457.00 Building Inspector JAMES J. DEERKOSKI P.E. U 'Vi 260Deer Drive Mattituck,NY 11952 MAY 3 0 ?024 (631) 774 7355 Date: January 16, 2024 To: Town of Southold Building Dept. Re: Framing/Plumbing Inspection Permit#50072 Jennifer Crew 2820 Shipyard Lane East Marion,NY To Whom It May Concern: This letter certifies that Framing and Plumbing inspections were performed on the above mentioned addition and all framing and plumbing work was installed as per plan and Per New York State Building Code. A Pressure test was performed on the entire system. Any questions feel free to call. SiScere ere ly, I c F N E D E es Deerkoski P.E. P-j BOA 0 250 lotA SO(/r�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. � �o Jamesh southoldtownny.gov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jennifer Crewe Address: 2820 Shipyard Lane Unit 2b2 city:East Marion st: New York zip: 11939 Building Permit#: 50072 Section: 38.2 Block: 1 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob Guarriello License No: 598-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 oven, 1 dishwasher., 1 micro, 1 hood, 1 mini fridge Notes: KITCHEN REMODLE LInspector Signature: Date: July 1, 2024 2820 shipyard lane unit282 ............ ............. E C E 0 V E .... ....... ID t::W.. . .. JUN 2t 4802 .... .... .. 501.314-1a: .... .. .... ........... ..�5 :P:;0;.Box:1179. SQufhoI4,:NY 119.71-0959: Building Department ........... ... . ........ .... Town of Southold .. .. ...... B.MLD1MG:bt�AF.TUMNT: ......... .... :TOWN OF SOUTHOLD Dati A A ... ....... ..... ......... . ........... Building.Perm h-.N6--.:, 57 0 ............................................................. Qwner.,: eo1jex lease: rant Ium :(.r.jeas.q p ht) !:.c.e.ttify.:that::.tho.::solder...used,in,:the:water::supply:system.,cotitaitis-.1-ess.:than:,-2/j:O,:cit f6/,:: lead: 'oo'4� ............. Stg-n-a- Sworn-to beforaime-4his IL, ........ CHELSEA L. CHALONE,' Notary Public, State of New York Registration#01CH6287106 tary:P Qualified In Suffolk Count Commission Expires Aug. 5.20 ......... ... .... ....... ...... ......................... ...... .................... .......................... OF SOUTyo� lW I � -�(�oC V�n�;J yccva.�rV - c�CvG i r.�( * # -TOWN OF SOUTHOLD-BUILDING DEPT. . o rm��'' 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: K(4( ken e +D Sep 9V1 1 bed o� Kl� DATE o2-' r0 " - = INSPECTOR LA ul ti��aOF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ` [ ] I SULATION/CAULKING [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS- v CS ' DATE ;�0 yD INSPECTOR oF sou you 6`0 0 7a o,96o90 Etn G T * ` _ TOWN OF SOUTHOLD BUILDING DEPT. couHn 631-765-1802 '1 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: I l �'�L�'��l �2 mole, yzd ✓tee-4 �FGZ Profecf%ok Neakwaskgr rwcs 9rcl Prai a®� i r faro ec �' K CA /LgeAS A FCC PtD'Cc 4. oyl Ao�n, I pr t - e evea-5 czpro4cff opl Alt I rcu.I 5 to kert herf_ r7np laced Arc r e.c-k o - C"O I P-5i 60t, cvwv , ke, + ok re-4 car✓l DATE �" -o`Z� - INSPECTOR Ls liv, E - V - -� � JUN 1 1 2024 � o r I ffi�j��fr ■ E pp #PRO, `tt s %€ ..I gi ll r�"IMET111 Oil Is Jrtn c a • \ r1os l s \\\\\ \\ G ,Hil F C K E€N�tECtktC [NC C# . F ?IELD INSPECTION REPORT DATE COMMENTS v M Q FOUNDATION (IST) CA --- --�� --------------------------------- FOUNDATION (2ND) z �O ROUGH FRAMING& S OQ PLUMBING -- lQb � r INSULATION PER N.Y. •H STATE ENERGY CODE f FINAL ADDITIONAL COMMENTS i� 3 23 a1.n2 S'7.— ,a�°r- G y _ ✓� c � /d!v i r � __mil" .-� 5 as I Z-q ova rzc 'd -pr o-w e- /u b _ y Z 10 2S • -'( o d e.V e r4 ' c — rn z x H x d ro H h�o�gUfF01,t�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 7654802 Fax(631) 765-9502 https://www.southoldtoMM.Izov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. G� Building Inspector: Nov - 9 2023 'Applications and forms must.be filled out in their entiret .'Incomplete Bu`i,deni OepartmQnt `applications will not be accepted. Where the Applicant is not'the owner,an,• ; . 'sown of Sotithoid Owner's Authorization form-(Page 2)shall be completed: Date:11/08/2023 OWNER(S).OF PROPERTY: Name:Jennifer Crewe, Ben amin Conant SCTM#1000- Project Address:Unit 2B2 Cleaves Point Condos, Greenport Phone#: 917-519-4215 Email:ienniferelisabethcrewe@gmail.com Mailing Address:Unit 2B2 Cleaves Point Condos, Greenport ;CONTACT°PERSON: ' Name:Michael Hand Mailing Address:PO 1256, Mattituck, NY 11952 Phone#:631-965-1947 Email:michael@m•chdesignservices.com DESIGN PROFESSIONAL INFORMATION: ,Name:James Deerkoski Mailing Address:260 Deer Drive, Mattituck, NY 11952 Phone#:631-774-7355 Email:jamesdeerkoski@yahoo.com CONTRACTOR INFORMATION:, Name: Mailing Address: Phone#: Email: .DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $s0,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION.'." Existing use of property:Single family dwelling Intended use of property:single family dwelling_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 _ this property? ❑Yes ®No IF YES, PROVIDE A COPY. 7. D,Check Box After,Readings.The owner/contractor%design professional is responsible for,all drainage and storm water issues a's`provided by,. Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to.thei Building Department for_the issuance of a Building Permit pursuant to the Building;one Ordinance of the Town of Southold;Suffolk,County,New York and other.applicable Laws,Ordinance.s.or Regulations,for the construction.of buildings, :'additions,alterations or for removal or demolition as'herein described.7he applicant agrees to comply with all applicable laws,ordinances;building toile, housing code and regulations and to,admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are -" .punishable as a Class A misdemeanor pursuant to Section"210:45 of the New York State Penal law. Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 5()E Lam) 1 J L,UELMF -SC a-UOUCA9 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the_ 4�C.C&� (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work a to make and file this application;that all statements contained in this application are true to the est of his/her kno ledge and belief;and that the work will be performed in the manner set forth in the application file t Sworn before me this F YY NOTARY PUBLIC,STAM OF NEW YORK , r J^ NO.01 DA0012354 day of /Joyew C/� ,20 a� QUALIFIED IN SUFFOLK COUNTY Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Ptint Owner's Name 2 / Building Department Application AUTHORIZATION (Where the Applicant is not the Owner)' Ben Conant 1, J-�Jt CAbo-t- -t residing at (Print property owner's name) (Mailing Address) do hereby authorize 1yL6 6U"L-a (Agent) to.apply on my behalf to the Southold Building Department. wner's Signature) (Date) (Print Owner's Name) _ "TOWN 0 SOU'f1-1oLD SUfE01 �, BUILDING DEPARTMENT,-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road'= PO Box 1179 Southold, New York 11971-0959 Telephone (631)765-1,802- FAX(631)765-9502 roc errCaD-southoldtownnv.aov-seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alt Information Required) Date: Company Name.: &wxM L,�+C, CAe G Electrician's Name: 0 License No.: _ G(�P�(� Elec.email:� .12� Elec. Phone No: 31--3 t( request an email copy of Certificate of Compliance Elec.Address.: `yr��LDr S-�7i f r Ge. CO RAM �g`� l(�2 -7 JOB SITE INFORMATION (All Information Required) Name: CH41? i_p S S 2_p u Address: o L�Ll Cross Street: Phone No.: �'j — 6 BIdg.Permit#. _ .�r6 4 g2 ci— email: Tax Map.District: 1000, Section: Block: 'tot: BRIEF ASCRIPTION ORK, INCLUDE SQUARE FO�O G�E�_(Please Prin Ica ly): IC PIZ�111�e'r lGc P"� � S ware Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO 4Rough In �inal, Do you need.a Temp Certificate?: F I YES 0 Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: A #Meters, Old Meter# ❑New Service Fire Reconnect[:1Fiood ReconnectE]Service ReconnectDunderground Eloverheeid #Underground Laterals 'I 2 R H Frame Pole Work done on Service? MY N Additional information: PAYMENT DUE WITH APPLICATION D7 ,,�, `a,, • �� I BUtLDtM'DEPARTMENT-Electrical lnspe or TOWN OF SOUTHOLD `-' JAN 2 9 2024 _ 1179 _ Town Hatt Anne x 54375 Main Road - PO Box Southold New York 11971-0959 , Telephone (631) 765-1802 - FAX (631) 765-9 Q2-Ya z ro err southotdtownn . ov seand - southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELEGTRIC1AN-,: ..NFOR MATION•(Ail Information Required) Date: a Company Name: Electrician's Name: p,& License No.: S Elec. email: GS C 6 S°1 C�1 Elec:.Phone No: 6�)6 � s`b/L request an email copy of Certificate-of Complian9e Elec. Address.: lfb (50 QBFSI Ej11t gMATION (All Information Required) Name: C L� Address: 9 , ns T ��� 4wv " Cross-Street: Phone"No.: Bldg.P.ermit#: pb -7,=� email: Tax,Map-.District: 1000 Section: Block: Lot: gRfiEFpERtPTION.OF WORK,:INCLUDE SQUARE'FOOTAGE{Please 'firit Clearly}: Square:Footage:. . CtcGle<Att:Tlta#=Apply:, , Is job ready for inspection?: .YES: NO Rough In E]..Fina Do you. need:a,Temp-Certificate?: YES. NO Issued On r,*nN:ewServ.jcp[]-FVe tnfor.mg ion: AI{information"required) ervice,Sfze. 1 Ph:�3 Ph Size: A # Meters Old Meter# Id Reconnect]Flood Recbnnect[]Senrice Reconnect[�Undergrourid:[�OY:erh'. i e? Y, N., #,Underground Laterals " . 1 , , `2 _.- H Frame Pole Work done.on:Sere c .. Adritronat Info,rma ion: f - P# # WIT t#: PFLtC " iC) l �� f �� 9 �,/71 BUILDING DEPARTMENT-Electrical lr;cO7 ce -,is� I-,Ali- TOWN OF SOUTHOLDn.<.\ Town Hail Annex- 54375 Main Road --PO �� �79?024 Southold, New York 11971-0959 �1 Telephone (631) 765-1802 - FAX (63.1) 765,}94502•; .+f rogerr(c�southoldtownny.ciov seand(c�southoldtowrtnv:gov APPLICATION FOR ELECTRICAL:' INSPECTION F I�C IAN INFORMATION (Ali information Required) Date:y Name:s Name: 13C>6 vl1 License No.: S Elec. email: G.S Z(o q1 @ ou)z Elec: Phone No: s 5­6 request an email copy of Certificate of Compliance Elec. Address.: S o 0 Ttl I JGB.SITE NNFORMATION (AA information Required) Name: L"J Address: 9,> Cross Street: I Phone No.: Bldg.Permit#: ©0 -7a email: Tax Map District: 1000 Section: a Block: Lot: i BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: _ :- Circle Atf Ttt<at Apply: Is job ready for inspection?: YES❑ NO Rough In Fina� Do you need a Temp Certificate?: El YES ❑NO Issued On I FService irrnativnc (Ail information required) Size.❑1 Ph❑3 Ph Size: A # Meters Oki Meter# rvice[]Fire ReconnectOFlood Reconnect Service Reconnect []Underground DOverh ad # Underground Later-als 1 2 H Frame Pale Work done on Service? Y N Additional Information: PAYME1 T 'Ifs H_APPLlCATIflI\I i d �eC P Address: PERMIT p Svvitches Outlets GFI's Surface Sconces H H's UC Lts f Fans Fridge ° HW Exhaust Oven WAD l Smokes 'DW C= Mini arbon Micro Generator ombo Cooktop Transfer aC AH Hood Service Amps Have Usec peciak :omments ___ EXISTING CLOSET TO BE DEMOLISHED by v II n n M C H II II II " Design Services u II KITCHEN TO BE DEMOLISHED EXISTING BATH TO BE DEMCLISHED BEDROOM No. 1 APPROVED AS NOTED NEW LAYOUT,CABINETS, RELOCATE TO BEDROOM No.1 F"7 CATHEDRAL CEILING FIXTURES,AND APPLIANCES LOCATION FOR NEW WALK-N LOSET , DATE: B.P.# .mchdesignservices.com FEE �� BY: phone: 1)298-2250 NOTIFY BUILDING DEPARTM T A BATH 631-765-1802 8AM TO 4PM FOR TH email: a I ----- - - -- -i r FOLLOWING INSPECTIONS: J michael@mchdesignservices.com -----�� y No. 1 1. FOUNDATION-TWO REQUIRE FOR POURED CONICRETE 2. ROUGH-FRAMING& P-_UMBIN 3. INSULATION I h 1 1 KITCHEN ��--l �r=== 4. FINAL-CONSTRUCTION MUST DECK °"--- BE COMPLETE FOR C.O. El -----_,�� 1 -------------- ALL CONSTRUCTION SHALL_ MEET HE HALL REQUIREMEN,S O'F THE CODES OF N EW I YORK STATE. N10T 9E o,�'0Nc IPI.E I OR BATH BEDROOM No. 2 DESIGN OR CONS",RUC-1 Vlv EFLJI�' = I LIVING/DINING 1 �i i ; Of `�I No. 2 ;; I CATHEDRAL CEILING CATHEDRAL CEILING ------' _ II ' - =___= I i W/D i "�I i ' II (/J O E-- w z HALL ENTRY DI\ < U O LANDING V O EXISTING BATH TO BE DEMOLISHED W H BATH TO BE ENLARGED AND LAYOUT O r ALTERED � ��// UTILITY CLOSET TO BE ALTERED z WATER HEATER TO BE RELOCATED rT, M EXISTING 2 N D FLOOR PLAN TO LOFT AS PERMITTED PER COMPLY WiT 4 ALt COL?ES OF r SOUTHOLD TOWN BUILDING DEPT. SCALE: 1/4" - 1'-0" WASHER/DRYER TO BE REPOSITIONED NEW YORK STATE &TOWN CODE ACCESS TO KITCHEN TO BE ENLARGED TO CODE VIA REDUCE UTILITY CLOSET AS REQUIRED AND CONDITIONS C F �T� W O SOUTHOLD TOW d ZEA F+I u a —————— SOUTHOLD T I dN PLANNI"JG EO ;D U Z SOU OLD OViN TRUSTEES L1.1 W N.YS.D 1 , SO IOLD HP0 E-i CJ O U z V ID I 1 06.4 1 I I I I 1 � I 1 � 1 , � I 1 OCCUPANCY O I I � USE IS UNLAWFUL 1 N ; VVITHOUT CERTIFIC/. O1= OCCUpA,NOY ---------------------------------- 1 ----------------------------------• PLUMBER CERTIFICATIOI^, 1 — I ON LEAD CONTENT BEF01- I — — — CERTIFICATE OF OCCUPANT_ SKY SOLDER USED IN WATER LIGHT I S UPPL Y S YS TEM CA NNO T DRAWN BY: MH I I I EXCEED 2110 OF 1% LEAD. °oW I LOFT i 10/24/2023 I ' I P ul., B���. SCALE: SEE PLAN P,L!.PLUMBING%61A§TE &WATER LINES NEED ' E ORE C')VER1`4G I TESTING�'�G E3,_ I r - - - , --------------------------------- SHEET NO: ----------------- I I O i�Etti I I SKY I � LIGHT I _ �Y0 f_ C` ----------------- C ELECTRICAL EXISTING LOFT AA�o�E SCALE: 1/4 = V-011 6'-4Y44" gle 9'4"3 M H %" Design Services 38" 36 3" www.mchdesignservices.com S - phone: N (631)298-2250 m email: BATH michael@mchdesignservices.com 12'-5/"± - No. O N BEDROOM No. 1 CATHEDRAL CEILING 1 1 I 1 1 1 I 1 UP 11 I I I 1 I I I I 11 WINE11 1 I 1 -------- ----------' •----------- 3-4% I R 1 1 — 1 1 I 1 1 WALK-IN 1'-0" y ' 1 CLOSET - ----------- --il 1 m m N 1 � m LIVING / DINING I I 0: 0 t � CATHEDRAL CEILING N I KITCHEN 3 ', 0 CABINET FIELDVSUPPLIER DECK ASUREMENTSY ALL 010 � � MASUREMENTS PRIOR 2�-61I TO ORDERING(TYPICAL) P HALL O V) BA "' I BEDROOM No. 2 Q CATHEDRAL CEILING ^� r---- 1 I 1 DW 36in No. 1 1 3' 3„ 41_�1 PANTRY I I w H X4 WALL i - O F ( FLAT) W/) N 11�� ` �y LINEN L !� ' r1 W _z 2'-4" O X8 HDR HALL 3'-oT/" 2'-10" 3 "- ENTRY DIN LANDING W INSTALL SCHLUTER-KERDI BONDED WATERPROOFING < � > � AND VAPOR-RETARDANT MEMBRANE UNDER BATHROOMS. ^ - TAPE AND SEALL ALL JOINTS.INSTALL PER MFGR.INSTRUCTIONS Q Z PROPOSED 2ND FLOOR PLAN [�] CN w SCALE: 1/4" = 1'-0" Vol o ^ IN 1.I " 1 �i 1.AFTER ALL WORK IS DEMOLISHED,FRAMING,PLUMBING, 6.PLUMBER SHALL INSTALL ALL DRAINAGE,VENTING,SUPPLY O ~ EL-CTRICAL,GC TO CORDINATE INSPECTIONS WITH THE LINES TO CODE.PLUMBER SHALL REVIEW PLANS AT PROJECT Z TCWN OF SOUTHOLD BUILDING DEPARTMENT.PROVIDE LOCATION FOR ANY CONCERNS PRIOR TO CONSTRUCTION. F-1 B MAIN PHOTOGRAPH PICTURES(DIGITAL)TO OWNER AT EACH PROVIDE DRAIN PAN UNDER WASHER AND UNDER WATER fJ W,N STAGE AT TIME OF INSPECTION.OWNER TO PROVIDE HEATER IN NEW LOCATION.ALL WORK TO BE IN ACCORANCE PHOTOS TO COMMUNITY BOARD AT THEIR REQUEST. WITH RULES OF CPC. �\ 3 �IcD 2.ALL DAMAGES,RELATED TO RENOVATIONS,TO UNIT(S) 7.ELECTRICIAN SHALL INSTALL ALL ELECTRICAL LINES,OUTLETS DIRECTLY CONNECTED SHALL BE REPAIRED AS REQUIRED (STANDARD AND GFCI),SWITCHES,LIGHTS,EXHAUST FANS, A UNDER THE DIRECTION OF THE DESIGN COMMITTEE OF etc TO CODE.VERIFY SERVICE BOX FOR AND ADDED LOADS. 11/I I1/% 11/2 1]/A 1 IR :IR I/d SINK CLEAVES POINT.lav wE wC uv D.w wM 8.HVACTRUNKS,DIFFUSERS,VENTS TO BE ALTERED AS NECESSARY. SII ER SH {I j, 3.GENERAL CONTRACTOR SHALL REVIEW ANY STRUCTURAL REVIEW FURNACE FOR ANY SERVICE REQUIRED. PAN x a ISSUES,CONCERNS OR DEFECTIVE MATERIALS WITH 3 CD 11n L23 ENGINEER IF EXPOSED. 9.DRYWALL TO BE 1/2",TAPPED,SPACKLED 2 COATS AND SANDED, 3 II/d PRIME WALLS AND FINISH WITH 2 COATS OF PAINT AS SELECTED s• E.a(. 4.AFTER ALL FINISHED CHAGES ARE COMPLETE,PLANS SHALL BY OWNER.PAINT WALLS,CEILING,DOORS,AND TRIM AS BEUPDATED AS REQUIRED PER THE BUILDING DEPT. RELATED TO AFFECTED WORK AND SURROUNDING AREAS IN REDUIREMENTS ROOMS. " S.GENERAL CONTRACTOR SHALL COORDINATE ALL WORK WITH 10.FLOORING TO BE REPLACED AS SELECTED BY OWNER. SLOPE'1/4"PER FOOT PITCH TO DRAIN TOAPROVED SUBCONTRACTORS(PLUMBING,ELECTRICAL,HVAC,etc.). 4•C SEPTIC SVSTFM 'AP HOUSE AL SUBCINTRACTORS SHALL BE LICENSED AND INSURED. 11.ALL NEW FIXTURES FOR BATHROOMS AND KITCHEN PER OWNER. DRAWN BY: MH 12.NEW DOOR HARWARE,STOPS TO MATCH EXISTING. PLUMBINGSCHEMATIC 13.KITCHEN TO BE PURCHASED BY OWNER AND INSTALLED BY THE i 0/24/20�� SCALE: NOT TO SCALE GENERAL CONTRACTOR 1 SCALE: SEE PLAN 1 ALL NEW STUDS AND 11111 TO RE IG•-11-1) }WALLS ANDLEIIINGTOBEI/x•GYPSUM BATHROOMS. USE MOISTURE-RESISTAN SHEETROCK SHOWER WALLS ro BE CEMENT BOARD UNLESS USING PREFAB ENCLOSURES. _ _ _ _ _ _ _ _ SHEET NO: x° MO HOLES lD eE DRIILLDI , �` N EXISTING � MAx.NOLLsfzEBlns•da � E 2X10JOISTS _ _ 0_(1 NSTDEPMI— `' }-O 2. tE.WILES TO c�h L'EO NYS 302.3.1 s / sui JOIST NOTCHING 4A n?2. �'02 M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com ----- -------------------------------------- 1 I I 1 � 1 1 1 1 % o 1 1 1 1 • '^ 1 1 • \/J . o I 1 1 1 � 11 ' 1 ' 1 1 ' ()--FLOOR BELOW WITH ' PROPOSED ALTERATIONS 1 1 ' 1 N VERIFY INSIDE DIMENSIONS In o QO AS PER MANUFACTURE INSTRUCTIONS(TYPICAL) W N A INSTAL oL DRAIN PAN ' v BUILT UNDER IN ----------------------------------' F+i r^--------------------------------- V J cn z { 4,.j W y � 2�_�u 1 SKY i ----. I LIGHT I ' W a /1 _ ZOPEN Z LOFT W N w TO I 1 M BELOW � � � W FQ W a ' s O � z --------------------------------- 1 a. SKY I i LIGHT I ' O V � I ' 1 _________________ DRAWN BY: MH PROPOSED LOFT 10/24/2023 SCALE: 1/4" = V-0" SCALE: SEE PLAN SHEET NO: �oEER 0 �7- k w nLu - �Q 7250 A r� M C H WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Design Services 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 www.mchdesignservices.com ` phone: RAFTER (631)298-2250 ENDWALL CRIPPLE STUD WALL STUD 2 BOTTOM PLATE email: RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO I 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 NUMBER 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 TOP / g / g 2x6-2x8 LS26 18 a S ( ) 2ND. ADS5 ALL OPENINGS LSTA12 1-1 4•'x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFEE SLOPE HANGER PPLY TO EACH RAFTER JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g � / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. JALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118g.. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD 9, L THROUGH-ROOF EXHAUST /� \ VENTS SELECTED AND ' ` METAL STRAP LOCATED BY CONTRACTOR V/ , CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' •' •' SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION BLOCKING V • �, TOP PLATE ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ^� I-LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER .' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT rT' 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH IW� ONTIN. SOFFIT/EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL O LOCATION USP NUMBER DESCRIPTION APPLIC ATIOA SOFFlTED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 16ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO r , ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND {� V INSTALL 4'0' O.C. CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" z 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT I� 2ND. FLOOR WALL OF FLASHING r ROOFING LAPS BASE ^ O FLASHING 4 INCHES RAFTER \ BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME w ```\ / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / \/\ SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST W TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST ` AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ^, W CONNECT EACH FROM PEAK TO ALLOW FREE ` V RAFTER/ELA RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LML HEADERS rT, 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD Vol 'N DBL. SILL PLATE i ` TERMITE SHIELD f'SILL GASKET SUBFLOOR WOOD JOISTS CONC. SLAB ' NEOPRENE TYP. CONC. FOUNDATION ( A 6 MIL. POLY GASKET 2x6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR GRANULAR FILL 6MIL POLY ON EXTERIOR b \•' V, BOLTED TO STEEL BEAM WITH I V STEEL COLUMN ' ' ' '_s 1/2 " DIA. BOLTS 0 48" o.c. STAG. • `� A ` CONC. SLAB A I ,a 'p '• e ° \ ROOF JACK II'T�% STEEL BEAM e • A ,0 \•s ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" 4" z 1/4" x 6" STEEL 'O \' • '• • BLOCK WALL: 15" KEYWAY FOOTING • V A • • • - ROOFING LAPS TOP A/BOTTOM PLATE a � � FLASHING AT a • C"7 ••D ` CONC. FTG. •p Q•p •• SIDES AND TOP WITH 1 2" x 6" ANCHOR BOLT O ANCHOR BOLT CONNECTION USE WITH 30 SQUARE WASHERS 1/2" GROUT (USP LBPS58 OR BP583) p REINFORCING BAR I 1 3" STEEL COLUMN SUPPORTING DRAIN TILE p . ANCHOR BOLT CONNECTION OUNDATI 5 M DIA. ANCHOR BOIT S MAXIMUM SPACING FLASHING LAPS 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL NEEDED " " " P TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24x24x12 CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. STEEL/BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SI AB-ON-GRADE ROOF JACKS& VENTS DETAIL CONC. DOOR FRAME SLAB SUB FLOOR 6X6 10/10 WWA COMPACT FILL DOORGE JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT W/6X6AWMM \i - SLOPE DRAWN BY: MH P.T. PLATE //• 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • ,� 1/2" AIR SPACE < 1 • ° 7 1 2"• (WITH A NAILING PLATE IF NEEDED) • AT END AND �• .` •• • TO BE APROX. 1/2" OR HIGHER THAN BE - •' 4�yt:� AMS ES OF WOOD RACE G 'z--o +C • •• STEEL BEAM TO ALLOW FOR SHRINKAGE G ' ^=--•tc^ - O • O •� • O ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 10/24/2023 12" 0 .C='e �• 6X6 W.W.M. _a -C^'.- E Aat • ••• O•'A _ MIN. r.j� •Q •p '• �'p �'p A,• .° _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM •� ,-SUB FLOOR •� a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' O • •s II-II •O •• REINFORCING BAR ��• . G O •• (- MOIST SCALE: SEE PLAN DRAIN TILE I� ►I •° : SHEET METAL/30p FELT UNDER BEAM AT POINT 11"n O. O.° � STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK i I 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) k4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT BEAM POCKET SHEET N O: O N PTV n •` w m �Z + LP0725, G C9 M C H GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Design Services 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAZI RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOTALS .FT.OF CONSTRUCTION (SEE PLANS TOP PLATE 10'WALL:4-8d COMMO RAFTER Q ) WWW.mchdesignservices.com 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA(UNIFORM 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 CEILING JOIST 8'WALL:3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE phone: 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 (631)298-2250 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 11,301.7 construction details and procedures to ensure a professionally finished,structural) the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(PST)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Igo P P Y Y UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 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 email: UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 michael@mchdesignservices.com 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM-SBC ENO NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK CEILINGS PLASTER STUCCO These 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 ( ) 80 ( ) U240 FIRE ESCAPES 40 CEILINGS ) should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6"THICK) 85 (GYPSUM) U24o accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 ( EXTERIOR WALLS PLASTER STUCCO 3.Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES R301.5)PER 20 SQ.IN.200016s ( ) W360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) FV240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 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) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 33b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING p P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE t /1 INTERSECTIONS 4-16d COMMO EA.:IDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE v 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 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 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS 19 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 ALONGEDGES NAIL BOTTOM PLATE TO:in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x<STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: ^ FLOOR JOIST,BAND JOIST, 2-16d COMMO 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 (V' FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 ^� 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: DEC"SNOW SPEED DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 20 PSF 130 B SEVERE � O 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 3 FT. 17 NONE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMO (� h' g 8).CONNECTIONSAROUNDExrERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE r O 2-8d COMMO rl with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE SHEATHING LOCATION NOTES Z AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000P.O..Concrete to be 2-8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1.3 ) g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: ICI Where a ride 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. SEE NOTES:1(BOTH FIELDS) O to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with g 3-16d COMMO @ C° NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:13 1+1 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES r (A DECK AND COVERED PORCH NOTES: TO BEAM 3-8dCOMMO JOIST NAIL 7).Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 t\ the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO g P P g• 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, � r^■ 8).Drainage as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g q Y )Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-16d COMMOI, FOOT SEE NOTE:1 rT, O FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. SHE H I " 2).Tabulated For framing members inch o.c.nail spacing assumes sheathing attached to rafter truss framing members with G>0.49. with<0.42<G<0.49,the nail spacing shall be reducee d to 6 inches o.c. Q V 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12N12NI2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. W 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: N ^I Douglas fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: w SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES r ^ (V 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION 1r�r1. fVr 1 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) O. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 7" C.EDGE NOTE:2 FOR PANEL FIELD 6).Concrete piers shall be a minimum 6" Sd COOLERS r , Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3 v openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: 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 NOTES openings between 41 and GO and 2x6 wall openings between 5111 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall O 8d COMMO ) g 8 q ) 1M hr g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE 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 Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD 3.For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlamz(height to match Floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g�g P other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 1.PROVIDE 5 8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR R N ACCESSIBLE 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING ) / I No CONTACT LE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. _ 2).USE TAMPION HANGERS AND ANCHORS WITH SMOKE ALARMS PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. P g P 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 I"OR LESS sd coMMo ,2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44°SILL•AFF under all bearing walls. )- p g PP safety NOTES: NYS ReddeMial Code R302.11-FIREBLOCKING REQUIRED 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and saf Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 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. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1.In concealed s) Y m q ) paces of stud walls and partitions,including furred spaces,at the ceiling and Boor equipment supplier. levels.Concealed horizontal furred spares shall also be fireblocked at Intervah not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 R 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 a soffits. D 1 V lW N BY. I'^/�I H 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOILCONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the tap and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used t0 maintain load path. 2).COMPACTION OF NEW FILL St]ALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code- I).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 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 10/24/20 23 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. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION- flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. 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. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE. 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 SCALE: SEE PLAN torch down type material over. and R315 of IRC. 16).All sill plates 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 AND BASES.USE WITH FLASHING CAPS TO SHEET N O■ COVER TOP F 0 NE(NY 0 oar r- cc LLI z `�O 0