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HomeMy WebLinkAbout48670-Z g�FFOI,f�OG Town of Southold 8/16/2023 4 P.O.Box 1179 CIO _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44445 Date: 8/16/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 170 N Sea Dr, Orient SCTM#: 473889 See/Block/Lot: 15.-3-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/4/2022 pursuant to which Building Permit No. 48670 dated 12/29/2022 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: finished basement(no bedrooms)to existing single-family dwelling as applied for. The certificate is issued to O'Keefe,Paul&Anastasia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48670 7/5/2023 PLUMBERS CERTIFICATION DATED 8/16/2023 ra Piecuch uth ri d ignature `rr " TOWN OF SOUTHOLD ��o�SUFFQI BUILDING DEPARTMENT a TOWN CLERK'S OFFICE �y • 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#: 48670 Date: 12/29/2022 Permission is hereby granted to: O'Keefe, Paul 4828 W Blossom Dr Doylestown, PA 18902 To: construct alterations (finish basement) to existing single-family dwelling as applied for. At premises located at: 170 N Sea Dr, Orient SCTM #473889 Sec/Block/Lot# 15.-3-44 Pursuant to application dated 11/4/2022 and approved by the Building Inspector. To expire on 6/29/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $639.60 CO-ALTERATION TO DWELLING $50.00 Total: $689.60 Building Inspector OF 50UTyOlo X86 -16 4 P4. # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 1 , PECTION [ ] FOUNDATION i STr,T- [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Cl � 'E 2 �� INSPECTOR ��pF SOGTyO # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V,oalk Yoy-v n Qlvm (mve, DATE INSPECTOR so # # TOWN OF SOUTHOLD BUILDING DEPT. couHr+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (j? LA)MV CZ--- OF DATE Zi INSPECTOR SOUI ` L+8,(o `7e) 1 -70-70 v -- # * TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o courm��' 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: �9AJ� DATE INSPECTOR OF 5041,°�0 TOWN OF SOUTHOLD BUILDING DEPT. comm, 631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Wil" is� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f I DATE X-37 INSPECTOR %10 _iON REPORT DATE COMMENTS FOUNDATION (1ST) O y ------------------------------------- FOUNDATION (2ND) z o _ K ' G y ROUGH FRAMING& y PLUMBING t^n . 2 � r rn INSULATION PER N.Y. y STATE ENERGY CODE , Ar FINAL ADDITIONAL COMMENTS � o ec / b o � rn b y 9� °z x d r� b H `orSufFOt t� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y�n y r t Town Hall Annex 54375,Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hM2s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMITIF ( For Office Use Only nl 011 O 20�.� IY V 4 PERMIT N0. 4Q-7b Building Inspector: TG ... Applications and forms must be filled out in their entirety.,Incomplete . applications will not be accepted. Where the Applicant is not the owner,an . Owner's Authorization form(Page 2)shall be'completed... Date: OWNERS)OF PROPERTY: Name: f.A -T © � SCTM#1000- r ��—0.3 .. Project Address: Ale9714 SEA Ote v 00Z Z— Phone#: Email: Mailing Address: V f '5 Go CONTACT PERSON: Name: G W Mailing Address: Phone#: Email:IM�S rC �+� 2 v Ok �• �C'./Le DESIGN PROFESSIONAL INFORMATION: Name: _ Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: , Name: Mailing Address: 1 Phone#: � — `��� � . Z2. � Email: a•brl'e( bVi� o lOh�%a•c . ni DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition XAlteration ❑Repair El Demolition Estimated Cost of Project: Mther WWI $ Will the lot be re-graded? ❑YesKvo Will excess fill be removed from premises? ❑YesXNO 1 PROPERTY INFORMATION. Existing use of property: N Intended use of property: .� Zone or use district in which pre lnises is situated: Are there any covenants and restrictions with respect to this property? ayes 1­71 No IF YES, PROVIDE A COPY. 0-Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter:236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations;for the construction of buildings, additions,alterations or for'reriioval or-demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In;building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): F 'ISCf'f WrTAuthorized Agent El Owner Signature of Applicant: Date:ms STATE OF NEW YORK) SS: / COUNTY OF [� ) G w �r'1 being duly sworn,deposes and says that(s)he is the applicant Name of individual signi g contract) Above named (S)he is the (Con r ctor,Agent,Corpora a Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Paul O'Keefe residing at 4828 W. Blossom Dr Doylestown,Pa do hereby authorize Mark Schwartz & Assoc to apply on my behalf to the Town of Southold'Building Department for approval as described herein. 10/27/2022 C�Wner's S'rgnatur Date Paul O'Keef Print Owner's Name 2 pF SOUT�,QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 'Q • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul O'Keefe Address: 170 N Sea Dr city:Orient st: NY zip: 11957 Building Permit#: 48670 Section: 15 Block: 3 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 27 CO2 Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights $' Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 15 4'LED Exit Fixtures Sump Pump 2 Other Equipment: 50A Sub 12 Circuit/ 7 Used, 50A Sub 12 Circuit/ 5 Used Notes: Finished Basement Inspector Signature: Date: July 5, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)76. 54375 Main ltoacl Fac(631)765-9: P-0.Box 1179 G Southold.:NY 11971-13959 ego"I BUI€.DMG DEPARTMENT TOWN OF Ski OLD n t AUG 1 6 2023 BUTTING DEPT. CERTIFICATION Date: Building Pmuit No. �Q Owner. (P1eam1 Plums: . r-d 71?c-4cd,,? (Pleam I ccr fy tla the solace used in the water supply Wstm contdm less than 2/10 of 1% lead (lPieuubers Siguafinu�e� SWoM to befom nw#has /v/ day of �-5 20ZL _QUSAt,1 A.RIZZO �io ]f Public:Sin o ides Yom _ ;n Scritct Count_.. QU2 tits: Comrr;is.;;era E:.pirEs itil ?cls 2 . Notary Publ'ac, County .. uFEpL BUILDING DEPARTMENT- Electrical Inspector c TOWN OF SOUTHOLD o. Town Hall Annex- 54375 Main Road - PO Box 1179 N Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro,,err _southoldtowny.gov - seandCcD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -3 Company Name: I=C Electrician's Name: 1300= G ;E: -- License No.: Elec. email: G S t (a Lt L 0—A-0L,Corw Elec. Phone No:5l(gy .� L 01 request an email copy of Certificate of Compliance Elec. Address.: P,,> 11 g 7 JOB SITE INFORMATION (All Information Required) Name: ZD r-r Address: 7e) /V, S� 72 o.c-u r.=--^j-7- Cross Street: Phone No.: Bldg.Permit#: 96 Z 0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: /000 Circle All That Apply: Is job ready for inspection?: ® YES❑NO Rough In ElFinal Do you need a Temp Certificate?: F-] YES ® NO Issued On Temp Information: (All information required) Service Size❑l Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectOFlood Reconnect Service Reconnect[-]Underground QOverhead. # Underground Laterals 1 2 M.H Frame D Pole Work done on Service? El Y N Additional Information: PAYMENT-DUE WITH APP.LICATION I I-t l23. Al (r Z 0 guFF(iLx BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD / Town Hall Annex - 54375 Main Road - PO Box 1179 �+ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(cr7southoldtownny qov seand pC?southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: !. 3 Company Name: .�-� l Electrician's Name: mal, 6;U/arir-,k License No.: --5'79'A)o!9- Elec. email: G S [ &Q L 4Z-,-14a I-,C.� EIec. Phone No:516 gyp ,yam t G 01 request an email copy of Certificate of Compliance Elec. Address.: PP .:--.a ;It 5 S 0v n u� g7 JOB SITE INFORMATION (All Information Required) Name: � r-F Address: 17r Al, S� 72 Cross Street: Phone No.: Bldg.Permit#: 96 Z 0 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C1`2 �ln/ f X 14 Square Footage: /®oo 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 service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead. # Underground Laterals M 1 2 H Frame M Pole Work done on Service? MY N Additional Information: PAYMENT DUE WITH APPLICATION vs ' Rf 4 IO34-7q ��5 ' orf 4gcr`1 0 PERMIT # Address: I � Switches Outlets l� GFI's Surface ` I ��1 Sconces HH s UC Lts Fans Fridge HW C1 Oqj Exhaust Oven WAD Smokes DW Mini l� Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments S.C.T.M. NO. DISTRICT: 7000 SECTION: 15 BLOCK: 3 LOT(S):44 #R 10-14-0050 wEu 'O WELL 4 I MAP OF ORIENT BY THE SEA SEC. ONE 62777 VACANT LOT 30 DWELLING DWFLLfN—G LOT 31 I �'-63T 32 I DWELLING �— --- / LOT 33 LP. \ WELL \ S85"57''40"E s'tom '\�\ 172.88' \ MOR. Mod. EL 24.5 1.2. U.P. \ EL 24.4 \� 2..S"w EL 24.5 GEM.! BRICK PATIO to Ot r�I: lIJ�1Pbl1ND i;t \\ z ,gyp ! ••� /� :'i;SH!IMMINCr,.P00 ,' LOT 71 . 1 SLATE DRY :::.::::t:t:t::::..:.:....:.r. \30.5' � , ! / OOPS B5 10•NA X BRICK PATIO r0xr1 \\ I �� ✓O / 4 METAL PICKET \ i BALCONY' 7 yrtR 5'x 10' k N / ^J EL 24. �:r:;`i?;iii:'t:i;; isrit:ii't:70.5'•':it:i;rit:::it¢ai+::::. 11111%1:'38.5'1 ,.,... ... :-�:=�.�: ILc \ DWELLING i.`. :;'iL<F^a iii ��l``i'ilii`. / 30.4 \ r VACANT LO 34 .s AAIEi11ii:plii;i:ri: a / \ LOT 72 11fi <;"i.` `ri si:. WELL ii{111;7.0 s.o�= 2 �.O L=S ss s• 7 e6 -is a is o 39' 26.5 4.: 'c€tti'. ::r•2a:ol .. _r N .€: r16.O� vcies....' �i116.0'�: 17 m � I ' L.P.COMED MRCH 28, 1 ��rGGGN��\222 0 LP. P. m13 lO /ORY Q: 39.3' 34' �+\� _ IVRO SANITARY SYSIEM. 1 g 1-5411 GAL S.T. 1.7' 1 y Qa LP.CAS B'DIAxWDEEP LP. I EL 24.5 I Z — Eq MORS WE L MON. I 106.55' CtJ 1 APRON UTTER N 57'40"R' 1 172.86' U.P. '1 �c \ CL 24.4 NORT A DRIVE (50') CL 24.1 CL 24.4 p L - 30,' / ! \ / I \\ / DWELLING / \`\ DWELLING 819 G `� DWELLING ,!/ LOT 35 LOT 90 / / I MAP OF ORIENT BY THE SE ONE #2777 L.P. / I \\ `^_ �/ \•�/ _' WELL MAP OF ORIENT BY THE SEA SEC. TIDO #3444 /r / r� r I r� r ILP. FINAL SURVEY 10-02-16 CORRECTED FND. ELEV. 09-28-15 LOC. FOUNDATION 08-20-15 REVISED 09-30-14 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 21,607.50 SQ.FT. or 0.50 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY SURVEY OF: LOT 71 CERTIFIED TO: PAUL O'KEEFE; MAP OF: ORIENT BY THE SEA SECTION 11 FILED: OCTOBER 26, 1961 No.3444 SITUATED AT: ORIENT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 13-165 SCALE: 1"=40' DATE: SEPT. 8, 2013 PHONE (831)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk REVISIONS: 6a BIomrer door and ductivork testing required. - --------- - - ---------------------------------- - - ------------------------------------- - - -------------------------- - A PRO F0 AS NO'll D STAIR CHEEK STAIR CHEEK WALLS STAIR CHEEK WALLS STAIR CHEEK WALLS /� X WALLS (TYPICAL) (TYPICAL) (TYPICAL) DATE: "lS,p• rU - - (TYPICAL) - - - ---------------------------------- - - ------------------------------------- - - - Must provide Manuals D 3 and S as per FEE:NOTIFY �u� ,, . NYS Ener Code - NT AT 765-1802 8 A',+i 1-r, ,! Ft^n THE FOLLOWING I!"< •LC ' I 1. FOUNDATION' T1 s J '. �:) 'IRED INSULATED DOOR FOR POUTED C.JN�.Fi i E W/DOOR SWEEP 2. ROUGH - FRP.',`C�I�: c. C? AND WEATHERSTRIPPING n FLUMIE'!NG _ 3. INSULATION z I EJECTORI 4. FINAL - COINFTRL!--!`N MUST ❑ 7'-31/2" 2'-7" 16'-13/4" \PUMP BE COMPLET7 ALL CONSTRUCTI. S.L;ALL MEET TH REQUIREMENTS OF'ryE CODES OF NEW 26'-01/4" YORK STATE. NOT RESPONSIBLE F0 Z DESIGN OR CONSTRUCTION ERRORS O $H J U 15'-83/fol 1 2'-8" COMPLY WITH ALL CODES O STORAGE / UTILITY ROOM NEW YORK STATE & TO Wl1 CO E o O AS REOuii-3+,=D .AND CONDITIONS c Z Z00 ._ 46" BATH I ;..., y` wCCh O MECHANICAL ROOM = PLAY ROOM C L eS C`4 Sl N -------------- ----- - ----------------------- - GARAGE =-------------------- -_-___-_-_-_---___-_-_- _-_--- --=_-=__-__-===p==-=__ -_"___ _____ _ __=___-_-__--__=-_=_- ----------------------- ---------------- ------- _ ------------------ EXISTING � E-+ `�JCUPANCY OR � ELECTRICAL PANELS USE IS UNLAWFUL Q WITHOUT CERTIFICAT � INSULATED DOOR OF OCCUPANCY Oa W/DOOR SWEEP - AND WEATHERSTRIPPIN ---------- M TV ROOM 13'-101/2" 6'-91/4" 2'-7" 5' 5'-111/4" —81/2" `t --"------- 14'-71/2" a .M (_ECI�IC :L. C ---------- IZ11SPEECTION REIDWRIED a WELL n' __________ PLUMBER� ON LEAD CONR�IFICATION UP W " NT BEFRE CERTIFICATE OF OCCUPANC I 7 "77777 SOLDER USED IN WATER SUPPLY SYSTEM CANNOT F EXCEED 2110 OF 1%LEAD. 2. EGRESS "ALL PLUMBING WASTE " CXW145 &WATER LINES NEED': fEfINGB1=EARECOVERI(� - - - - - - - - - - - - - - - - - - - - - - - - y W FASTENER TYPE: SPACING: No.B WOOD-SCREW BASED ANCHOR WTTH 16*OC 2N.EMBEDMENT LENGTH ® u No.10 WOOD-SCREWS ® BASED ANCHOR WITH 16'OC *^ 21n.EMBEDMENT LENGTH V J ^ 1/Nn.Ola.LAGSCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTHC. 1r T1^ ® 0 1/2'APA RATED SHEATHING SHEATHING 3/4"ARA PLYWOOD PROPOSED BASEMENT PLAN Generated by REScheck-Web Software W z 9 —1 Ll GRADE PLYWOOD • (ALTERNATIVIVE:7/16'O.S.B.) ® 1/2"APA"TED SHEATHING SCALE: 1/4" 11-011 Compliance Certificate GRADE PLYWOODM (ALTERNATVE:]/16'0.5.8.) • • O FASTENER TYPE: SPACING: 2%4 DF#2 No.8 WOOD-SCREW ® o STUDS SE BAD ANCHOR WITH 10"OC WINDOW SILL lin.EMBEDMENT LENGTH 'TYPICAL WINDOW OPENING No.10 WOOD-'CREWS Project O'KE E F E BASED ANCHOR WITH 12'OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET I/4n.61a.LAG CREW BASED ANCHORWITH 16'OC ® o Energy Code: 2018 IECC Un,EMBEDMENT LENGTH Location: Southold New York TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET 2-2 PLEPLYWOOD ASSEMBLIES FAS EVERT PE: SPACING: 2GETH RWITHUTAINLI CONNECTED No.8 WOODSOREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STILL BASED ANCH R WITH B'OC THAN6FEET ORGALVINIZEDBOLTSW/WASHERS 21n.EMBEDMENT LENGTH Construction Type: Single-family AND NUTS 0P-o"O.C. Project Type: Alteration 0 No.10 WOOD-SCREWS NCU TYPICAL MULTIPLE OPENINGS BASEOANCHORWITH 9"OC Climate Zone: 4 (5572 HDD) m C o Ln.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET ('n MW U I/41n.Ala.LAGSCREW Permit Date: C31\ AND EQUAL OR SMALLER BASED ANCHOR WITH 16'DG THAN 8 FEET Ln.EMBEDMENT LENGTH Permit Number: 0m o WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Pn o AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING Construction Site: Owner/Agent: Designer/Contractor: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 710 NORTH SEA DRIVE u" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ORIENT, NY COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. O E ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. v HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Lo U ov 71 N I1 Q) W 3 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade �+ assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. z B"THICK CONCRETE O WINDOW WELL o4 Z HORIZONTAL PROJECTION(ie DECK) — – Envelope Assemblies w #5 REBAR @ 12"OC Z 11/4 `-#al 1 1/2 1 1/4 '� 'u` � fly !�A gclrt' �.t;�l;;L. f k v i3" d.11JIE Iti r a�" :6= :WA AJ . r^La;�IF rJ� 3 dr AFI U a LAV. F.A.I. E O € om W.C. Ceiling: Flat Ceiling or Scissor Truss Z Exemption: Framing cavity filled with insulation - -- - -- -- "- P4 d REMOVABLE STEEL GRATE B H Wall: Wood Frame, 16" O.C. 1,578 20.0 0.0 0.059 0.060 93 95 4"min. • W 3'-0"min. LADDER N 14- ;. "o Window: Wood Frame RUNGS 26 0.290 0.320 8 8 '# o min.3" SHGC: 0.31 H ,;. s 2 5ROCR _i1.1r� °• PROJECTION 3 B 1:4 z o 44"max C.O. 11/4 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other Q O (OR LADDER IESSWINDOW calculations submitted with the permit application.The proposed building has been designed to meetthe 2018 IECC requirements in *ADJUST FOR LARGER WINDOWS Q a PER CODE) (WINDOW SHALL BE ABLE TO z °• 3 REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. P� OPEN FULLY) Z ,Q U � 8'•7" (n °. DRAIN +� 3 — Name-Title Signature Date x WINDOW WELLS TO BE COVERED WITH STEEL GRATE. •u TO APROVED COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT SLOPE" 114" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM Project Notes: USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. • a min.6"DEEP GRAVEL °• TRAP HOUSE NY Energy Code R402.1.2, Insulation and Fenestration Criteria. BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO In climate zone 6, the buildingthermal envelope shall meet either the requirements of the climate zone 6 "Option 1" MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE 'A • p q p 44"max. row in Table R402.1.2 or the requirements of the climate zone 6 "Option 2" row in Table R402.1,2. (Slab insulate LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER �.' with R10 minimum 4 feet). R-5 insulation shall be provided under the full slab area of a heated slab in addition to the c>'" Air NO THAN 44 INCHESANDD LL'LA DEBT BE PERMANENTLY PLUMBING SCHEMATIC required slab edge insulation R-value for slabs. as indicated in the table.The slab edge insulation for heated slabs ••'��,�.'"'"'"14 y�'r�"'� 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY q 9 g FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF >• shall not be required to extend below the slab. �► :•. •; / y `',\'"'""� MORE THAN 18INCHES VERTICALLY FOR FULL HEIGHT OF WELL. °.� SCALE: NOT TO SCALE �C+ s OF '� • 4 4 ' '�dlf / WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF r / 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER '4 •• a' 1y, •T 1,?A 4.1 i b 1r OPENINGS AS REQUIRED. tie Xq ' t DRAWN: MH MS / SCALE: ALTERNATIVE:BILCO SCAPEWELL A A-.A A A A--'—.A � ./ ,� JOB 1 -+,Itl r � 3 �f 10/5/2022 Project Title: O'KEEFE Report date: 10/05/22 � {",p�' y� SHEET NUMBER: WINDOW EGESS WELLData filename: Page 1 of 1 _ A- 1 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: 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. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES BUILDING USE CONSTRUCTION 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) 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: DESIGN CRITERIA 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 UNIFORM CODE TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 TO TOP PLATE 10'WALL:4-8d COMMONJOIST g y p g g p p 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 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 DESIGN DEAD LOAD(PSF) R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 p p p p CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) ( )WOOD WALLS 10 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 INTERIOR WALLS AND PARTITIONS H/180 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 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 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L./360 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 2 _ gd COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS(GYPSUM) L/240 accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. 1N. 2000lbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/zoo 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/120 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) L/600 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 3.3b. 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 plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING 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, TOP PLATE TO 2 -16d COMMON PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) 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 Q 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE ~ Q� 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS 4-16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO 24" FACE aJ 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 COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE w attached with 8d common nails at 6" o.c. at theanel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: P g 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 15d COMMON 16" O.C. FACE 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 8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Q BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING a P GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 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 NAIL NAIL NOTES a 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE - concrete or masonrywalls occurin in exterior or unheated interior areas. 4 - 8d COMMON g 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 SHEATHING LOCATION 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18"long at 12" o.c.. Use approved epoxy for installation. NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be BLOCKING EACH TOE g p• 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: o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. d COMMON @ 12 O.C. 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 NOTE: 2 FOR PANEL FIELD 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 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 w 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER NOTES �M DECK AND COVERED PORCH NOTES: 3 - 8d COMMON PER TOE D > 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. A � 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 the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMO111 44 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, Z w x E- 8). Drainage as required by 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:SILL OR TOP PLATE 2 - 16d COMMON' PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored W FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/ framing members with G>0.49. F H EATH I N Z O For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. _o 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL Edition Wood FramingConstruction Manual. 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION QTY. SPACING r- Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Q 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: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 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. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING g g 4' EDGE ZONE 8d COMMON @ 6„ O.C. d COMMON @ 12 O.C.where needed. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COCLERS 7" O.C. EDGENOTE: 2 FOR PANEL FIELD "Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . F1ELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6above grade. N v F openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: m ° openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES °` . 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTYSPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �' � T a 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 t th 5). All flush beams/headers to be installed with heavydu alvinized hangers and ) yp g' 8d CONVO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 4. x duty g g PANELS WFCM - SBC be used. `) v E anchors where applicable to all connecting joists. P LU M B l N G NOTES °' °° 7/16" OSB 3" O.C. EDGE 0° 6d CONNO . 4 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 � ^,.m � Floors to have ceramic tile 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. U m on plans. WALLBOARD 10" O.0 . FIELD c'- 00 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. `" r v other access openings unless otherwise noted (typical). FLOOR S H EAT H IN G: 0 w 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 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 Q1 y. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size ands spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE 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 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ' HVAC SYSTEM NOTES 1" OR LESS sa COMMON12" O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) W 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44' SILL-AFF F, under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11 -FIREBLOCKING REQUIRED U *.4Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 0 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO FE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. �4 cn needed. 2 . HVAC subcontractor is to full dill system data and requirements the MENTIONED 1N SCHEDULE NDTES ONLY. EXISTING CONDITIONSMINIMUM 3000# CAPACITY. ) y coordinate ay qremens w . 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Nailing requirements are bas!d on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed N 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 paneledge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the paiel 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, 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. 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 1lternate connectors, U over subfloor as per manufacture's instructions. ) 0 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces � p such as shear plates, shall be used to maintain load path. 2 .COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE x 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 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. members,the tabulated numberof nails shall be permitted 3 - to have regular 1/2 sheetrock.All Walls t0 be taped and finished. ).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. 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 4T type torch down t e material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. SIII plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G q ? be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP .f, . ? e DRAWN: MH/MS AND BASES.USE WITH FLASHING CAPS TO �� <� SCALE: COVER TOP d�' ` JOB#: s • ,, , sg 10/5/2022 �. ate raE "�....,.,,.._,r •- SHEET NUMBER: A-2