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HomeMy WebLinkAbout48535-Z � Og�FFO(��,Yr Town of Southold 4/17/2023 P.O.Box 1179 ` 53095 Main Rd o'SSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44021 Date: 4/17/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 975 Water Terrace, Southold SCTM#: 473889 Sec/Block/Lot: 88.-6-13.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2022 pursuant to which Building Permit No. 48535 dated 11/30/2022 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: interior alterations to an existing single family dwelling as applied for. The certificate is issued to St John PT Irry Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48535 4/3/2023 PLUMBERS CERTIFICATION DATED 4/6/2023 Pec is Plu g \Ngvk/\\�� - u ize Signature �o�Siiffo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co o • SOUTHOLD, NY \y�101 `�apljtr 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#: 48535 Date: 11/30/2022 Permission is hereby granted to: St John PT Irry Trt 975 Water Ter Southold, NY 11971 To: Construct interior alterations to an existing single family dwelling as applied for. At premises located at: 975 Water Terrace, Southold SCTM #473889 Sec/Block/Lot# 88.-6-13.9 Pursuant to application dated 9/28/2022 and approved by the Building Inspector. To expire on 5/31/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $242.00 CO-RESIDENTIAL $50.00 Total: $292.00 Building Inspector so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlint-town.southold.ny.us Southold,NY 11971-0959 Q �yOOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: St John P T Irry Trt Address: 975 Water Terrace city:Southold st: NY zip: 11971 Building Permit#: 48535 Section: 88 Block: 6 Lot: 13.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: WAD Notes: New Bath & Laundry Room Inspector Signature: Date: April 3, 2023 S.Devlin-Cert Electrical Compliance Form Town hall Annex Telephone(631)765-1802 54375 Main Road - � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �fyoort�m,N� BUILDING DEPARTMENT n TOWN OF SOUTHOLDAPR �U F 7023 . U BUILDIlb Ueq ` TOWAOFSOMMID CERTIFICATION j i Date: tj l61a -3 Building Permit No. 0,5 !3 5- Owner: Owner: Po-ra eV_ ST Sol-tr-) (Please print) Plumber: Fg co r+i c. P zu M t5,rv& (Please print) f I certify that the solder used in the water supply system contains less than 2110 of 1% lead. umbers S' e) Sworn to before me this a day of lJ PI2v L , 20 a 3 4 J1Gc VICK-i t BERRY Notary Publi T� Jam-.County Notary Public- State of New York No. 01 BE6070081 Qualified in. Suffolk Cou -ty Commission Expres a �apF SOblyo 4 8' 5' at 75 — # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 [L ] PRE C/O [ ] RENTAL REMARKS: rq DATE INSPECTOR OF SO//TyOI -- - - - - --- # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ICN [ ] FOUNDATION IST 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: vl L4 %6?( , DATE ZOY3 INSPECTO ho�aUF SOGIyOIo I[f� �✓ 7S- WA # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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) 1>4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A a,�a, DATE 4 INSPECTOR �. r -- OF SOUIyo� - * # 1 TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 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: oNof DATE ANSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) - --------------------------------------- FOUNDATION (2ND) ROUGH FRAMING& ,�3 (o PLUMBING 1 l� r INSULATION PER N.Y. STATE ENERGY CODE V� FINAL ADDITIONAL COMMENTS 9a eo_ -6 q, OG lex r9TRec4 /a3 S0 9 s o i 0 z �rn �e11 550 Werg y w--�-a-� C--i e,ctCe-L H 0 x x r� b f4°So`siai � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.soutlioldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E PERMIT N0. Building Inspector. J l� SEP 2.8 2022 i i Applications and forms must be filled out in their entirety. Incomplete �i_IILDIP ; applications will not be accepted. Where the Applicant is not the owner,an _ ,�Lr7 Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:St John PT Irry Trt SCTM#1000-88.-6-13.9 Project Address:975 Water Terrace Southold NY 11971 Phone#:631-765-1175 Email:pStjohnl @optimum.net Mailing Address:.975 Water Terrace Southold NY 11971 CONTACT PERSON: Name: SG Mailing Address: P0O C v t9v Phone#: Email: Sarco Orlke,1'l er DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: J R, J M .s Mailing Address: Phone#: 3 3 Email: a I*La o 3 &- ,1 o DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition KAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 0N V1 Will excess fill-be removed from premises? No 1 PROPERTY INFORMATION Existing use of property: S1tj(;&F M 2 Intended use of property: a .Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to F4-q this property? ❑Yes;<No IF YES, PROVIDE A COPY. 01CCk BGG qft:2r R0-Qtl!g0: 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 removal 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 M�� SCH W T Z Authorized Agent ❑Owner Signature of Applicant: Date: 09/17/2022 STATE OF NEW YORK) CONNIE D,BUNCH SS: Notary PLIbIle,State of New York COUNTY OF VI"�GL� ) No.01 BU6186060 Quallfled Ili Suffolk County G Gemmitolen wireg A OM 14,2- A� (A1,49--T�i being duly sworn,deposes and says t at(s)he is the applicant (Name of individual sigping contract)above named (S)he is the Arz C#7 v�rI146;, (Contr ,ctor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2 ° ' 'day of � 20� Notary Public PRO.PERT;/ OWly ER AUTHORMP%TION (Where the applicant is not the owner) I� Patrick St John residing at 975 Water Terrace Southold NY 11971 do hereby authorize M Ac K. -ao- A T-_ to apply on m alf to TO uthol ui ding Department for approval as described herein. 09/19/2022 Owner's Signature Date ;trick St John Print Owner's Name 2 ffQl r`' BUILDING DEPARTMENT- Electrical Inspector Off' GGA' 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(cb-southoldtownny gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /,,a c)/ 3 Company Name: 1Z,)( Cc�tZ�Z z� iv i 1tLEcT 121(. Electrician's Name: ( (3 CC) k License No.: Elec. email: Elec. Phone No: 1 request an email copy of Certificate of Compliance Elec. Address.: 3av Zi(,WM0iAD Lva t 1ys� JOE SITE INFORMATION (All Information Required) Name: Pl4T S►. JO�a �1 Address: Gn5 WAT I2 L Et2t2d1C Sou. �a�� �� Cross Street: T 14 E 1=S PLiMA OE Phone No.: G31 Wo L-1 a S 8 Bldg.Permit#: L1135 � email: i- OLLF,21tA MtMi `1 CcJfq(- 11 cacti Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): {�T1lt2Cc��� Lou+`to�2v- lzoo L�t "►c7v44it0`i Square Footage: 1 oo Circle All That Apply: Is job ready for inspection?: F\71 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 r--'l 712 H Frame El Pole Work done on Service? Y FIN Additional Information: �S ,M GoSyLAjDC-:LtS _ rzd3� t coy MprL Coity` '9,1 '-16 J�SinA CU�-tT•2�Pc,T02 SAS- 631 - I`�a 3 PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches�l I Outlets GFI's 1 Surface Sconces I HH's UC Lts Fans Fridge HW ExhaustI Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: P (S�✓ Comments 02/14/2005 19:42 6317651856 Me t a.� . 18;22 ' 631-734-7702 �hIM�AUG/M_IN PAGE P12 1 LOT AAF D`SORAH DOTY � 3CI.CM33 g R. WTE: MAXIMtlM CLEO )r LOT 13 LIMITED To sm. P�G6 83 OPEN SPACE 130.SQ' f ftAa d 1 - OF � &� �a� I q toI w CA ;H..do.ax �- $A* t_STY Arm VOL ' W 1 ar��rlt j •'� LSET lit. � q1� V� ff3• A•C ST 6014109.W. UYr ATER TERRACE @Xi$i£r?C►3 C![r;:,-!it of v.,.* :: eir:rI STAKE/?CORNERS c-. M-ICs_.?QO2 Of f+I+M6, ri $,^Il, r~.ra:'LO`r n ;,t 1i�+�f v 33r7atitwt;J - :-28-02 FINAL SURVEY ' 10.•'(+'..2001 FOUNDATION LOCATIok CESSPOOL, SEPTIC TANK and WATER 9'h•Z4W RtNI'5r }Its-,� SERVICE LOCAYIONS ARE SY OTHERs. �• s• z�o� n�vls E�. �.�dr �'W£LL. - v� ualc�ls roM ��uaM ! lr`,H� s " xA � ND � *rR at QC -220 _tir.-I ,'\ ANGEL SHO)ICS 1PikSU"EtW FOR ITER T,i.1aGl►CklAty 11 JIEAF*F. 0. smlrm N'.1 1•rl' i'-• f• I .., •rr. . \rnt 70 . ..r ... .+-�r MAP CW'ANGEL MHOR" I ;.:.T.: - .;�i► SITUATED AT VAYVIEW w!�►I'~-o'x' ,;��, � r.:4�} 1� t, : TOWN OF SOUTHOLD.SUFFOLK COUN 1Y. NEW )FORK -SCAL[ V+ SQ• 1-2-I6-2000 c U A R A N T t;D ONLY TO " . FILED MAP?40. 97211 DATE 8.2'J"1995 PETER T.MCGUCKJAN &JEANNE D. SMITH TAX 14AP 110\ FLEET BANK - IOb0�w1..6-!'.9 CRER ONLY) 019K134 SUNAISE A93TRACT TITLE 422-5_1618 HARGL6 T. ZRANC4i0N1R_ p.c. LAND 'SURVEYOR 1!166 WADING 4IV1I II- MANOR R0. WIbDrM43 RIVER. N.Y. LIC. NO, 044992 NEW YORK. f 1792 HAROLD P TRANCUON .1R. reulu ! tNn 21 Tt'3-tE CiS1 • 929, 4693 REVISIONS: APPROVED AS NOTED DATE a"as B.P. it �U 535 FEE_ I a Q'� BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE EXISTING SCREENED PORCH FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. - --------------------- -V, — — — — — — — — — — ALL CONSTRUCTION SHALL MEET THE 0 0 O REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR O ®m® Q DESIGN OR CONSTRUCTION ERRORS. 4'-1111 ELECTRICAL 3'-6" � 3'-6" EXISTING NOOK � EXIST. INSPECTI0.1 REQUIRED I� ' 'I � KITCHEN RAILING(TYP) COMPLY WITH ALL CODES C F T NEW YORK STATE & TOWN C )ES I, LANDING ---- ING q ISIN 2X�� EXISTING GARAGE O REPLACE LANDEXI TING ,, T EXISTING GARAGE d !v @16"OC APPLY 5/8"TYPE-X FIRE RATED d- 45min FIRE RP. ED INSULATED DOOR �S REQUIRED AND CONDITION II - -------- HEETROCK AT NE`dU�WORK. AND SC H NGES PER CODE w/STEEL JAMB, RIPPING 1�'�- R , �� � O 4, PATCH AND REPAIR AS kEQUIRED SDU 1 HDtU=Dil�w`d i EXISTING BASEMENT 2 S" )2X � SOUTHOLDTO1tINW11'r,':ii ')t 10 I I I I (2)2X8 HEA �j � U? I ._3.. I I 5'-9'/2" W SOUTH0L D TOWN TRUS ' ,S W 7.1/4 ML FJ , M I @16"OC v - I I -N NYS. DEC t\ a 12'-4" 00 PROVIDE ACCESS HATCH ; SELF LOCKING,STEEL FRAME STUD WALL TOLU WITH INTERLOCKING FJ OVER EXITING Q i O m I ATH i � � Q WEATHERSTRIPPING TO CODE 1 ' M GARAGE SLAB � - I I LAUNDRY W ---------------------- Lr' I I O EXISTING DININIG ROOM C 'fir `t II C 1 � I EX.WDW. 10-.4 O 2'-0" 2'-11" EX.WDW. EX.W 16'-8'/2" 2'-11'/2" PLUMBER CERTIFICATION a ON LEAD CONTENIT DEFORS CERTIFICATE OF OCCUPANCY SOLDER USED III WATEn I SUPPLY SYSTErl CANNOT PROPOSED PARTIAL FOUNDATION PLAN I EXCEED VII or- 1% LEAD. SCALE: 1/4" = 11-0" I PROPOSED PARTIAL 1ST. FLOOR PLAN EXISTING PORCH I SCALE: 1/4" = 1'-0" L — — — — — — — — — — — — — — W UP4 � � o OH3 � Q Generated by REScheck-web Software Compliance Certificate I..� �D � � o Project St JOHN HOUSE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration 0 Climate Zone: 4 5572 HDD Permit Date: EXISTING 2ND. FLOOR V Permit Number: EXISTING ATTIC / ROOF BLOCKING cn o EXISTING SCREENED PORCH 01 � � (TYPICAL) x m e Construction Site: Owner/Agent: Designer/Contractor: 975 WATERVIEW TERRACE PATCH CEILING AS REQUIRED SOUTHOLD, NY WITH 5/8"TYPE-X FIRE RATED '� ?+ w .4 SHEETROCK(TYPICAL) - - - - - - - - - - z u C) Ln ®® ® ® Q Ono 2X4 STUD WALL 777 7_7 EXISTING 1ST. FLOOR EXISTING NOOK D ITCEXIH N l�f) u m go EXISTING PS AND DDDR$ U � -- EXISTING GARAGE INSULATED TOB REMOVED � E s, TO BE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade """"""........... g 9 P p P 9 5/8"TYPE-X FIRE- cV � assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. RATED SHEETROCK EXISTING GARAGE W 3 3/4"SUBFLOOR Envelope-Assemblies 2X4 STUD WALL w/ 7-1/4 ML FJ @16"OC EAST .�� kd 1Jd ACQ PLATE OVER SLAB (INSULATED) BATH Em4 i.aT�- i- ilaK,t-LL4. ar. 10 EXISTING GARAGE SLAB EXISTING DININIG ROOM Qr Ceiling: Flat Ceiling or Scissor Truss d LAUNDRY AND BATH ~ Exemption: Framing cavity filled with insulation PROPOSED •y ALTERATIONowl RMOVEEX"T'N' O •• WALLS AS REQUIRED Wall:Wood Frame, 16"o.c. 149 20.0 0.0 0.059 0.060 9 9 Floor:All-Wood joist/Truss 40 21.0 0.0 0.044 0.047 2 2 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other FOR, calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in E. EXISTING BASEMENT N REScheck Version REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ,; EXISTING PORCH a; flame-Title Signature Date V r Cn CROSS SECTION SCALE: 1/4" = I'-0" EXISTING PARTIAL 1ST. FLOOR PLAN SCALE: 1/8" = 1'-0" '� R �.r r q DRAWN: MH/MS Project Title: St JOHN HOUSE Report date: 09/06/22 SCALE: r k JOB#: 9/28/2022 Data filename: Page 1 of 1 SHEET NUMBER: SEP 2 R 2022 f /ffA- 1 REVISIONS: ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT DECORA SWITCH CHANDELIER ^ O o . $3 CEILING MOUNT DECORA SWITCH Q PENDANT I 4-WAY ' DECORA SWITCH $4 UNDER CABINET UC LIGHTING 1 SINGLE POLE DIMMER SWITCH CEILING MOUNT 0 FLOURESCENT LIGHT I 3 3-WAY I DIMMER SWITCH LD CEILING MOUNT EXHAUST FAN I HINGE SWITCH HS ' GARAGE OPENER � CEILING FAN I EXISTING NOOK SWITCH 11/4 INTERIOR AND 1 1/4 11/21) 120v OUTLET GARAGE DOOR EXTERIOR LIGHTS DECORA OPENER I _ \ 13, W.M. F.A.I. 120v FLOOR SMOKE DETECTOR QS I OUTLET - - - - - - - - - - - - - - - - - - - - - - - � _ CARBON MONIXIDE 11/2 DECORA OUTLET DETECTOR EXISTING GARAGE 11/4() 3 I C.O. 120v GFCI EXT. COMBINATION 2 C.O. 3 OUTLET w/WP BOX &P SMOKE/CO DETECTOR D - 3 WALL MOUNT (� DOORRED BELL 4 — LIGHT FIXTURE Y CEILING MOUNT WIRED TO APROVED THERMOSTAT T I SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM LIGHT FIXTURE TRAP HOUSE WIRED CABLE TV RECESSED CEILING CONNECTION LIGHT FIXTURE I PLUMBING SCHEMATIC CEILING MOUNT WIRED TELEPHONE O TRACK LIGHTING � � � CONNECTION I ^ SCALE: NOT TO SCALE WIRED LAN ETHERNET EXTERIOR MOUNT I I SECURITY LIGHTING CONNECTION I �/ CEILING MOUNT I ATH YY Ia�l PULL CHAIN CEILING SPEAKER SP PORCELAIN LIGHT I ' LAUNDRY I I NOTE - - - - - - - - - - - - - - - - - - - - - - REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH LOCATIONS,etc. ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE LABELED FOR LOCATION.PROVIDE rT, U PROVIDE OPTION SSECrION FOR URITY SYSTEM WITH SR BACKUP AND SECURITY CAMERAS,TRANSFER ONH N�..{ SENSORS,KEY PAD TO ARM AND DISARM.etc. PROPOSED PARTIAL 1ST. FLOOR PLAN - ELECTRICAL w SCALE: 3/8" = V-0" H � w z x Q � H H 0 N v U U O � tai � ,® paw m 0 O C;" " III o o 4C?® 0:00 v �, " 0 2 a� *J �I �I � t\ I v �n U m II rn I' w d O u ® ® 7 ® ® ® ® ® ® 1. N d x IC!. II •y: X r .. DRAWN: MH/MS 4 f J 4 k b ' .. SCALE: JOB#: 0 .1" 9/28/2022 BATH LAUNDRY 11 s2E'-Wit,,°: •." >f SHEET NUMBER: ;,•,;..�+%`rte ay?�J, �y�`�'i=', ; r,,A',�-' `�'y'''. •�w.:-,rfie;,' A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • • ENDWALL RAFTER CRIPPLE STUD WALL STUD o BOTTOM PLATE D RIDGE • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 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 DESCRIPTIONAPPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD 0 THROUGH—ROOF EXHAUST O VENTS SELECTED AND E—I METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED W RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION ' TOP PLATE BLOCKING Q ' - FINISH WALL AND MOISTURE `�` 2x4 LEDGER BLOCKING fTl BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER a INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT C,�/ 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , , RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD W ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. h� INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS `„ ACTION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES /01 RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTEN/ DSUNDER SHINGLES INCHES AT MATERIAL A AND LAPS NAILEDTO S ROOFING SIDES 4SHEATHING W U SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST O W TOP PLATE W Z GIRDER/HEADER SIDE WALL FLASHING � Q WOOD JOIST W O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC x AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD H AND RAKES -- PROVIDE HEMMED EDGES SO Q RAFTERS FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND O INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS CONFORM TO SLOPE / 8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE D TERMITE SHIELDISUB FLOOR SILL GASKET r WOOD JOISTS o N O ' NEOPRENE m �'r TYP. CONC. FOUNDATION A CONC. SLAB GASKET �� . 2x6 /2x8 CONTINUOUS WOOD PLATE rn 12 r. r C 6 MIL. POLY x U DAMPPROOF EXTERICR GRANULAR FILL .) BOLTED TO STEEL BEAM WITH O m 2 2 EMIL POLY ON EXTERICR �' , I rn .2 V STEEL COLUMN ' r Q �'p 1/2 " DIA. BOLTS ® 48" o.c. STAG. 'rI u � X O � � z w u A ° 4 ° Q D D C ROOF JACK �� �� STEEL BEAM o ,n 4L CONC. SLAB ' p - r.• ° �� e A O �,p ANCHOR BOLT EMBEDMENT: �� I I ` °ro COMPACT FILL , I L ` POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL O ;~ V i i c BLOCK WALL: 15" a m v ' ° e ROOFING LAPS KEYWAY FOOTING D n TOP AND BOTTOM PLATE ca .� ° d ° FLASHING AT �� WITH 1/2" x 6" ANCHOR BOLT Lo U a; p e ,^ n CONC. FTG. p Q'p G D SIDES AND TOP ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT 1 0 U (USP LBPS58 OR BP583) �� N v ^ ^ I I 3" STEEL COLUMN O W p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I [ DRAIN TILE D SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB—ON—GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U OI SUBFLOOR �— � CONC. SLAB I DOOR FRAME 6X6 10/10 DOOR --I --IJOIST N COMPACT FILLILL ' I USE 2X8 STEEL BEAM H FOR BLOC KOUT 4" SLAB ' P.T. PLATE W/ 6X6 WMM M I SLOPE AT 4"DRIVEWAY ---� NOTCH JOIST AND ADJUST HEIGHT AIR S ACE < I <' ° c. a (WITH A NAILING PLATE IF NEEDED) AT SN OF WOOD �D AND ,p 1` p ° ° e ° ° ° • STOEB BEAMOX. 1/2ALLO ORHIGHEOR RINKAN GE • Dpr c ,��op= D - — e ° O GRADE «----- BEAMS (PROVIDEROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4 a a % �II�IIE 12" 6X6 W.W.M. ar _ _ '� � Isu BFLooRMN. o ` FREQUIRED MAXIMUM T •� n •" REINFORCING BAR •. NOTCH EQUALS 1/4 DEPTH OF BEAM �I I II ° O ,°� D° I IIT I I OIST • D REINFORCING BAR ° a• DRAIN TILE 12" o o° SHEET METAL / 30# FELT UNDER BEAM AT POINT �I • L�'A �° 4° ° I m STEEL BEAM OF CONTACT WITH CONCRE-E OR CONC. BLOCK _I�_iTi_Ii1=1T1=fTT-rL— e ° 3" PLATE (BOLTED TO BEAM) TYPICAL_ CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �° SHIMS TO LEVEL BEAM O # REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFAOE FOR WOOD BEAMGARAGE DOOR BLOCKOUT DRAWN: MH/MS SCALE: BEAM POCKET •, +���' � '`p`" �it1 JOB#: sr r. •:•,x.k's':.. 9/28/2022 `; c SHEET NUMBER: REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Coi E 'N" ' E RA L 'N" OT E S 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL l� 1-1/4" x 20au e strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL g g p ttp JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) 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 TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE 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 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 COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g Y P g g P p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 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 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 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 L/360 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 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 20o FIRE ESCAPES 40 (GYPSUM) U240 (CONCRETE WALLS (6"THICK) 85 CEILINGS accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensilons shall take precedent over scaled drawings. VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 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) 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 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING 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 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, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) p p p p g p P g TOP PLATE 2- 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 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 1 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 NAIL O.C. [--a attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: 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 ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 w 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: L/1 Type q appropriate BOTTOM PLATE TO: FOUNDATION NOTES: T e II exterior shearwalls shall meet the requirements of table 3.15a-b times the ro riate FLOOR length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 JOIST, BAND JOIST, 2- 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOD F FLOOR F RAM I N G: LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL ( ) p-1 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 PSF - 3). ProvidE! 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or, masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at l2" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 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: SEE NOTES: 1 o 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.C. 8d COMMON 12" O.C. ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ 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 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: 1,3 W U 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL a2 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES O DECK AND COVERED PORCH NOTES: 3 - 8d COMMON JOIST ON LEDGER PER TOE W 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O H W 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 x z the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST 3 - 16d COMMONJOIST 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, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. a 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. 2 - 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE: 1 N x Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. O F SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �, O For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. �.,, 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL rn 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION 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. Q-� SPACING 3) r- Edition 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. 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. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY, SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing will headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 N 0 6). Concrete piers shall be a minimum 6" above grade. m cu $ openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: CN ,�, r v openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES m ; � 94 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored ca m o openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O x o and blocking where applicable. QTY. SPACING w M 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 t 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC ) g g q x -4 pp g; PLUMBING NOTES be used. anchors where applicable to all connecting oasts. 7/16" OSB 3" O.C. EDGE U n 6d COMMONr t 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 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 U) U m Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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. 00 cu on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD N o w 3 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. 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 provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P p Y QTY. SPACING state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. 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. W HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) H 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. NOTES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED U 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) r O requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 1 A 10). Provide insulation baffles at eave vents between rafters. Install draft blocking asTHESE 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. • Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor W 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 based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterlior sheathing grade plywood. Plywood to cover over plates and headers. 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 � Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 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. V adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed cn � members shall be doubled, or al`ernate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces x over subfloor as per manufactures instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. 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 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL A BY"LIFTS(TYPICAL). PI AL). CONTRACTORGENCY FOR COMPACTION.HEFILL4)flame and openings around s of vents, ombupipes s nd 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 contiruous over connectedp � members,the tabulated number cf nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin s and fire current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING suBFLooR,IS COMPLETE. ) g of chimneys Places,as required b y 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or per as throughout 4 . Install Smoke detectors and Carbon Monoxide detectors section R314 '" approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P A torch down type material over. ��•'' Ar 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 1` -Y, 1s DRAWN: MH/MS +, s� SCALE: 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 JOB#: COVER TOP 9/28/2022 SHEET NUMBER: 1 A-4