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HomeMy WebLinkAbout46662-Z SAF 40 Town of Southold 1/15/2022 P.O.Box 1179 _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42684 Date: 1/15/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3610 Bridge Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 84.-5-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/26/2021 pursuant to which Building Permit No. 46662 dated 8/6/2021 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: additions and alterations. including unfinished basement storage room dormer and covered front entry,to existing sin le-famiy dwelling as applied for. The certificate is issued to O'Neill,Vincent&Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46662 1/5/2022 PLUMBERS CERTIFICATION DATED 6/10/2022 stopherff A Aut 'ze Signature TOWN OF SOUTHOLD a BUILDING DEPARTMENT q 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#: 46662 Date: 8/6/2021 Permission is hereby granted to: O'Neill, Vincent 152 Ocean Ave Massapequa Park, NY 11762 To: construct additions and alterations to existing single-famiy dwelling as applied for. At premises located at: 3610 Bridge Ln., Cutchogue SCTM #473889 Sec/Block/Lot# 84.-5-11 Pursuant to application dated 7/26/2021 and approved by the Building Inspector. To expire on 2/5/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $329.60 CO-ADDITION TO DWELLING $50.00 Total: $379.60 Building Inspector OF SOUjyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 i0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Vincent O'Neill Address: 3610 Bridge Ln city.Cutchogue st: NY zip: 11935 Building Permit#: 46662 Section: 84 Block: 5 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Alan Hubbard Electrical License No: 4285ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures Pump Other Equipment: Notes: First and Second Floor Addition & Renovation Inspector Signature: Date: January 5, 2022 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 BUILDING DEPARTMENT TOWN OF SOTTI' OILD � � r AN 1 0 2022 BUILDING UL TOWN OF SOUTH6LD CERTIFICATION Date: A> J0 Building Permit No. ((;(9f� Owner: (Please print) Plumber: Plgc'�-. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this JAL— day o � , 20 2Z— Notary Public,.C� -# ►uty. MACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2"p2 �f^(^�� �0ES0UTyOlo . TOWN OF SOUTHOLD BUILDING DEPT. °�ycourrne�' 765-1802 INSPECTION [ OUNDATION 1 ST [ ] "ROUGH PL13G. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ]':FIREPLACE & CHIMNEY [ -] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- l [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _ [ ] PRE C/O REMARKS: tSl 't'ovK 4O 66 � towDATE �� INSPECTOR SopT�° # �# TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PL13G. ] UNDATION 2ND- [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ]` FIREPLACE & CHIMNEY [ ] FIRESAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Qy-v DATE l o S �Z� INSPECTOR pf SO//1h0 % DE L$v TOWN OF SOUTHOLD BUILDING 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ - ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) `- [ ] ELECTRICAL (FINAL) ] CODE-VIOLATION [ ] PRE C/O REMARKS: (22 DATE 6 12,6 EW INSPECTOR oF SOUT�,olo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 INSPECTION ' ' r [ ] ZFODATION 1 ST [ ] OUGH PLBG. DATION 2ND [ I!iSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: G� TD . 4v Ano Irsek= DATE to Y 'w YI INSPECTOR �AOF SOUK,°l * # TOWN OF SOUTHOLD' BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST /SULATIOWCGH PLBG. [ ] FOUNDATION 2ND AULKING FRAMING /STRAPPING L [ ]$ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t ;o ' DATE )DYji INSPECTOR oF souryo� I.I (0'&d S o f-It , L� - * # :=TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST: [ ] ROUGH PLBG. ]. FOUNDATION 2ND :[ ]ANSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: j 3' ( - ^ r DATE INSPECTOR ELM �1. FOU NDATION,(IST) • 1 • e • r� ° • °: i 1 INSULATI-0,N. • o�S�FFoc t p TOWN OF SOUTHOLD—BUILDING DEPARTMENT c oyy Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtommU.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only DD PERMIT N0. Building Inspector: J U L 2 6 2021 Applications and forms must be filled out In their entirety Incomplete j BUILDING DEPT. applications will Itot be accepted -VW Applicant is notthe owner,an = TOWN 4)F�,Gj '6'RQLD Owner's Authorisation form`(Page 2)shall be completed . Date. Z �L OWNERS)OF PROPERTY °t Name:Linda and Vincent O'Neill SCTM#1000- , Project Address:3610 Brid9eLane Cutchogue New York 11935 Phone#:5166525017 Email:linda.oneill@ww.com Mailing Address:152 Ocean Ave. Massapequa Park NY 11762 CONTACT PERSON Name:.. Mailing Address: Phone#: Email: • DESIGN=PROFESSIONAL INFORMATION _ Name:Mark K. Schwartz AIA Architect PLLC Mailing Address:28495 Main Road Phone#:631 734 4185 Email:mksarchitectoptonline^net __. CONTRACTOONFORMATIOIV 5a Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION `A 3`,.+;":.. -, ...v ..-.,..;.".. a . ..,..- ... ...,e' _ d=.`g'�k-. -.:.._ >_t:'.,✓ ..v _c"� a._ --f., - `d 'de:, .S+ s ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes MNo 1 i t ti PROPERTY INFORMATION Existing use of property: G.�G �s Intended use of property: JJTT i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 0 this property? Dyes VNo IF YES,PROVIDE A COPY. 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.APPUCATION 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 bulldingis)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 B print name ).- M( )• M A.tK, VAuthoNzed Agent DOwner Signature of Applicant: Date: 07/Z t/z I STATE OF NEW YORK) { SS: COUNTY OFFj6o(,lG ) A&eL4C- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ti Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and i that the work will be performed in the manner set forth in the application file therewith. i Sworn before me this qq is day of jo I U 2001 i Notary Public i TRACEY L. DWYER i NOTARY PUBLIC,STATE OF NEWRK ` PROPERTY OWNER AUTHORIZATION NO.01DW6306900 QUALIFIED IN SUFFOLiC COUN (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 i l r, �J 11 V��G�WV �A& iii residing at �S� 0��rA�✓ /�(/� I Ag 4°�}9 ®u� do hereby authorize SG P to apply on my behalf to the Town of Southold Building Department for approval as described herein. V �� � ����1 Owner's Signature Date 0 Ak;I 1 Print Owner's Name 2 t BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ti Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a-_)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED'BY." ­ ----------- Date: A 0 q CIL Company Name: Alay) Nubbard r1e&dCA Cz-A-+rar-JYy19 Y) Name: Wa-VI License No.: Qxg� - email: h U r-Q_d-3 0-61 Address: 6 �o Y_ 2-Z_.JL4 I IV LA& looq U-2— >V l l91 JPhone No.: 631 (091-1- 1-11S -JOB SITE INFORMATION: (All Information Required) 0 'Name Address: 0. &L6_�P I ICW el C UCKle- Cross Street: -8-3 1 Phone No.: 917 - 6 - 0 L11( Bidg.Permit y (0(06 a email: ITax Map District: 1000 Section: . 189 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?* YE 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION A X) Request for inspectionformAs- k RD 1 ' PERMIT# Address: Switches Outlets G F I's Surface. Sconces H H's , . .. UC Lts . . .: .. ..:-... ...-----. .. .�. - ... s.. ... .. .. .. .-._. Fans . .:.. .... ..... ....:.:... . ..:: .:....: ,..: . . ... ...,. ,.,,..; ....-.:Fridge..,.: -.::. HV1/` Exhaust Oven W/D Smo:Res DW Mini. :Micro....._ ..-.':- Generator Comby/ .., _.._ .. . 0 top Transfer. AC- AH Hood Service ... : Amps Have .used . Special ,...: _ Comments: r.'. i Telephone(631)765-1802 Town Hall Annex Fax(631)765-9502 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 0 r L/NO�f U C Owner: � (L L Location of Property: 0 �����+� L 4-A) y�- Please take notice that the (check applicable line): New commercial or residential structure ^�_ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) v �i11t9 �-• GEMS Roof framing (R) Floor a roof framing (FR) Signature: Name (person submitting this form): Lo Capacity(check applicable line): Owner DLOwner representative TrussRegl5.docx Effective 1/1/2015 REVISIONS: AP R ---:_- VED AS NOTED DATE: — --- — FEE: . �., RETAIN STORM WATER RUNOFF _ PURSUANT TO CHAPTER 236 ---�- - NOTIFY BUIL`.,' ':}�ARTMENT AT OF THE TOWN CODE. I r FOR THE --- -- 765-1802 8 j;., M --- FOLLOWIN;- 1. FOUND- ,"', REQUIRED -- _-- -FOR PC,' llTE 2. ROUGH PLUMBING 3. INSU LAT':"' - - ---- ,, ---- - 4. FINAL - G . MUSTALBE COkV�, L CONST-:ft : .,ALL MEET THE >E�,F;C`�RICAN REQUIRE; -Er,4 . -�. .F.IF ,, s�p�CTION REQUIRr _- -- u r� �ODcS OF NEW !N ® YORK STATE. NU7 RESPONSIBLE FOR - DESIGN OR CONSTRUCTION ERRORS. ® PLUV3ER CERTIFICATION COMPLY WITH ALL CODES OF ON LFJD CONTENT BEFORE NF'" `-"IFIK STATE & TOWN CODES CERTIFICATE OF OCCUPANCY AS kt4.U,PED AND CONDITIONS OF SOLDER USED IN WATER ^ Ty G TOvdN ZBA SUPPLY SYSTEM CANNOT o - D 2/10 OF 1% LEAD. SQU7140'D_ , , BOARD EXCEED ' ^ RUSTEES OCCUPANCY OR C'EJ[tBINC-1. IS UNLAWFUL AAtL PLONBING WA"T'." Uva. UP�L I-U� i&;WATER'LINES;NEEb ,i VII I1�H O U►A rT I F I C AT E 7Ir1rEi� ? = I�r� i co I i EXISTING SWIMMING J POOL NOT SHOWN r, U H I U i I i EXISTING EXISTING BREEZEWAY— F1 GARAGE EXISTING 1 1/2 I NEW SHINGLES STORY HOUSE 0 QJ O i PRO OSED (�ON O �' 39.7' (2�3 S.F.) DO MER o 0 34.1' yxa%1,. '•«. f Z Lir v i � w j PROPOI ED ---- 0 1 STORY L CONSTRUCTION , v STORM WATER CALCS: I $° m 716 SQ.FT. X 2" RAIN/HR (.167" ) = 119.57 CF ADDI ION STAGING AREA _ _ PROPOSE PROPOSED WELL .et �•y� "�"�` �J� �_-?,�.�.���' 4 ��, � �.`"' ' � � � 3 1 - TX 8' 0 — 126.66 CF ! PROPOSED PORCH R OF d' i SOIL STOCK PILE AREA ---- Cfl �� I o c!1 WELL �.a Y.;..��•.-,�„'C. I W 3I Ilk U jPROPOSED O CONCRETE CONSTRUCTION SCTM# 1000 - 084 - 5 - 11 WASHOUT; ENTRANCE AREA 59306 SQ. FT. , 1 .4 ACRES LOT COVERAGE : 2 .9% BRIDGE LADE ZONE AC METES & BOUNDS FROM SURVEY BY RODERICKDRPAAWWN- N _N 'i : k 1 SCALE: 1/4"= 1'-0" IK I VAN TUYL P .C. 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ILL - 34'-1 NE 7' E-- - ��. DATE:5/18/21 1 SHEETNUMBER: } I. I _ PROPOSED •$ A � �� ml FOUNDATION PLAN FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN j AA 2"d 1/4"= 1'-0" 1/4"= 1'-0" - 1/4"- 1' 0" PERMIT SET -REVISIONS: I I- 1------ --------- I I --------- ------ I I,I I I II I I I j II i II Ii _I II II I li I I I I I I I -- 12 12F7 12 v I U 1217 Z Of U) - - - - OfU)-, to - - -- 00 X N w N j ' I EXISTING 2-2X6 RIDGE i I it V 0 Z W Q o co io _ O z I O z io Z 12 _ 12 j I — II co 12 x W I � � � I (—x x� w w 12 w12 � 12X x 00 1271� mrj) x w ! N w N M U N 6 X I I I I N H I I I I II I I I I I I ---- --- ---- -- I I ! I I i I I U I 12 12 io ! o 4 4 XN4.' p co M G U. A 2X8 RR 16"O.C. Z -- -- - - - - - -- - -- -- -' ! O L Icz zg - .0 12 � v 12 U) U r a, EXISTING ROOF PLAN ,2 12 N I I H LU U) ED R FLOOR PLAN PROPOS ROOF 00 N 1/4"= 1'-0" I I x I I I r DRAWN: NK E SCALE: 1/4"= V-0" JOB#: O'NEILL -- DATE:5/18/21 SHEET NUMBER: -- -- --- - ------- - ---- - - - - - -- --- - - - -- - --- - -- - --- _ _ - -- - PERMIT SET 1 REVISIONS: - - - I L-_ I t ------------ NOTES: RE-USE 5 EXISTING WINDOWS - --- ----- - I : ALL NEW ROOF SHINGLES TO BE — - - - GAF TIMBERLINE ALL NEW EXTERIOR TRIM/SIDING - - - r TO BE HARDISHINGLE AND TOP OF PLATE i MATCH EXISTING - - s1 --- -- ---- - -- - - - g - L' CD -------- - — II I I - -- -- VERIFY WALL HEIGHT - -- -_ 2ND FLOOR I -- - - - - -- - -- - - - - -- - -_ - OP OF PLATE -- — --- - _ - I I - - - - --- - EXISTING A/C UNIT - - -- __ REPLACE EXISTING END - - - TO BE REMOVED - _ - - - - BASEMENT WINDOWS - - - -{ ELECTRICAL - - - - - - - - - - - - - - - - - - -- - - - T FLOOR - - -- - I II 1S i ' I i I I EXISTING NORTH ELEVATION PROPOSED NORTH ELEVATION BEDROOM 1 ELEVATION E--� -'I1/4"= 1'-0" 1/2"= l'-0" �� 114"= 1'-0" I I ll Ir I I I _ I --- - -- - --- - -- `- --- -'--- -- - L I Tri OP OF PLATE - ___...._ - - __._... .---- - -- - --------- ---- --- T T2X4 -- - - y - - 2ND FLOOR = - - ---- - - TOP - — - - - - - I OF PLATE -- ---------------- r I ? 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W.M. - - 3" F.A.I. - - - SHOWER * x r, - _ 1 li I II 1 - - --- co - -11/4 - - I - I - - - - 0 - j 1/2 � - - - I I i - - -- I i 2 3 1 I - - - - - - - - - - - - ST FLOOR IF 1 I - - - - - - --- - - - 3 9 FT I 1 0 .» I. 4 DRAWN:NK SCALE: 1/4"= I'-0" REPLACE EXISTING SLOPE 1/4"PER FOOT PITCH TO DRAIN I- -- EXISTING SOUTH ELEVATION PROPOSED SOUTH ELEVATION BASEMENT WINDOWS SE APPROVED l JOB#_0'NEILL --- 4"C.I. SEPTIC SYSTEM DATE•5/18/21 _ TRAP HOUSE SHEET NUMBER: 1/4"= 1'-0" 1/4"= 1'-0" PLUMBING SCHEMATICA4 ---- N.T.S. -- ---- - ---- -- - --- ----- -- - - -- - - ---- ------- -- ------- -- - - _ --- --- PERMIT SET ----- ---- ------------------------------------------------------ REVISIONS: I i _ I� EXISTING 2-2X6 RIDGE _ 7 EXISTING _ __- 2X4 RR 16"O.C. -- ---- --- I , EXISTING 2X6 CJ 16" O.C. OG - - (b ti BATH HALL CLOSET 00 I � I ; i EXISTING 2X8 FJ 16" O.C. EXISTING 2X8 FJ 16" O.C. i I . I I � DINING W LIVING ROOM o o I EXISTING 2X8 FJ 16" O.C. EXISTING 2X8 FJ 16" O.C. -- -- , --- --- -- --- ------------ e ' � a I ° d ♦ I e i♦° I d i j e i O i ° m m o a° e cu V cC3 v ob i V ♦ ° ASEMENT bo EXISTING a u " BASEMENT ° u') � as (z .0 r N cu 0 W i e e ♦° e a d d ° ° e♦ ee ' d a d ♦ ♦ ° e e °° ° a d a °♦ a e♦ a a °014f e I; U � O I � EXISTING SECTION B 1/2"= 1'-0" I i , ° DRAWN:NK ---- �k SCALE: 1/2"= 1'-0" JOB#: O'NEILL DATE:5/18/21ipt - - —{ SHEET NUMBER: I A5 I PERMIT SET REVISIONS: ! Generated by REScheck--Web Software left 1 � j - - - --- - - Project O'Neill i I------ -�----! I Energy Code: 2018 IIECC - --- - - -- Location: Cutehogues New York - Construction Type: Single-family ---- ----_- ProJect Type: Addition ---- - - Climate Zone: 4 (5572 HDD) -- - Permit Date: j __--- -- -- I Permit Number: � ---- --- Construction Site: Owner/Agent: Designer/Contractor: - --- 3610 Bridge Lane ------� Cutchogue, NY 11935 0 Compliance: 9.7%Better Than Code Maximum UA: 72 Your UA: 65 Maximum SHGC: 0.40 Your SHGC:\0.33 The%Better or worse Than Lode Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. I, I, �•:. 41 .." .' e.#�! x•t a ."b.<:f'""'Vie':.. .^L'' :;.'s,.'...3.. ^°':d` "�t.' p pd a�4�"✓ ;3... >.°ae."" v.{<...: pe:. „3 ..�;'�`.: .aS�q•;�":a `:�_ 'ice,(• '+� e r• �:. �. .. s»ism:..�1 .'�.`k.,.�...�.�., �,...m.�°'.�si.::.i>«.`' ,.�a...tea . � "�.»,.• _ .a;` ...�::...i ,:...: _",�^�.�.xi^� :.:�,:�+'w+ I i I Ceiling: Flat Ceiling or Scissor Truss 273 38.0 0.0 0.030 8 EXISTING Wall 1:Wood Frame,16"D.C. ,256 20.0 0.0 0.059 11 j 2-2X6 RIDGE Window 1:Wood Frame 15 0.290 4 SHGC:0.33 -ROOF RAFTERS W/5/8" _� EXISTING Window 2:Wood Frame CDX PLYWOOD &ASPHALT 12 — 2X4 RR 16"O.C. SHGC:0.33 15 0.290 4 SHINGLES(TYP.) 6 - _ -INSTALL ICE&WATERG. Window03.33 Wood Frame 15 0.290 4 BARRIER AS PER CODE 1110 -I, (TYP.) �1�rQ Window 4:Wood Frame 15 0.290 4 i SHGC: 0.33 2�$ window S:Wood Frame 15 0.290 4 SHGC: 0.33 i i Wall 2:Wood Frame. 16"o.c. 60 20.0 0.0 0.059 3 I 2X6 CJ 16" O.C. I, Vv'Indow :Wood Frame 15 0.290 4 SHGC:0.33 I --- Wall 3:Wood Frame, 16"o.c. 60 20.0 0.0 0.059 3 --- Window 7:Wood Frame 15 0.290 4 SHGC:0.33 -- "� Floor:All-Wood Joistl cuss 273 21.0 0.0 0.044 12 -ROOF RAFTERS W/5/8" CDX PLYWOOD &ASPHALT SHINGLES(TYP.) -INSTALL ICE&WATER CP BARRIER BARRIER AS PER CODE CONT.VENT I (TYP.) � _ � Project O - - -- BATH " HALL 6,, Pro3ect Title: O'Neill Report date: 05/05/21 l z ' Data filename: Page 1 of 2 - - CLOSET O 12 4 G• T-10" %1 I I Q FZ �6 O I � U I H - 2X8 CJ 16 O.C. " EXISTING 2X8 FJ 16" O.C. EXISTING 2X8 FJ 16" O.C. - - (4) 1-3/4"X 18"ML -- j i I j (3) 1-314"X11-7/8"ML - - - -- ' II i jl I I I l I_ i it I i I LIVING ROOM DINING y m PROVIDE CONT. o m SOFFIT VENTS(TYP.) -- O � � U III I I Z wU 8"POURED CONC.WALL o = W/8"X 16"FOOTING(TYP.) o "r U I a� j tt> U m +� rn 00 j I - N W 12X8 FJ 16" O.C., EXISTING 2X8 FJ 16" O.C. EXISTING 2X8 FJ 16" O.C. s --- OA OV 2-#5 REBAR TYP. g j CJ7 ° CRAWL ° H ° ° O z d ° , A ° I O ° Irr`u�.vy1, ° A ° N G ° I NEW TO BE ° 2-#5 REBAR POURED Aj TYP. CONCRETE ° 8"X16"P.C. MIN.2" ° U FTG.TYP. ° EXISTING EXISTING BASEMENT BASEMENT ° ° e A e ; ° I ° ° ° O ° d ° ° ° ♦ a ° a ° G ° ° ° ° ° G ° ° °° a ° ° a f 4 PROPOSED SECTION B . . 1/2"= 1'-0" fD V � DRAWN:NK --- ' a SCALE: 1/2 F-0" JOB#:O'NEILL DATE:5/18/21 SHEET NUMBER. A6I I '-- -- - - - - - - -- -- -- ------ - ----- ---- -- ------ - -- - - - --- -- - - -- - - -- ---- ---------------- ------ ------------------ - - --- ---- - --- — -- ----------- ---- --PERMIT SET REVISIONS: I II EXISTING 2-2X6 RIDGE --------- -- - - - - ---- -- - - EXISTING 2X4 RR 16"O.C. I I j �I I 2X6 CJ 16" O.C. I III -ROOF RAFTERS W/5/8" CDX PLYWOOD &ASPHALT SHINGLES(TYP.) -INSTALL ICE&WATER "�c BARRIER AS PER CODE CONT.VENT (TYP.) O 12 4� OG. I 2X$ �R BEDROOM 1 II I 2X8 CJ 16" O.C. EXISTING 2X8 FJ 16" O.C. — EXISTING 2X8 FJ 16" O.C. (3) 1-3/4"X 18"ML -- (3) 1-3/4"X 11-7/8"ML `-----"---- -- I I I j ' w o z BATH � z MASTEKw Q w 14 PROVIDE CONT. BEDKr Ij 0 M SOFFIT VENTS(TYP.) O p j 8"POURED CONC.WALL HALL li , I U W/8"X 16"FOOTING(TYP.) II I t II '2X8 FJ 16 O.C. EXISTING 2X8 FJ 16 O.C. EXISTING 2X8 FJ 16 O.C. d° 2-#5 REBAR ° TYP. d I I a ° CRAWL a � � ♦ N 41 m m v o °a d . ti3 ea 8 Ln cn c•ti •� .N O e ° O T .�. cd ' ♦ d e w ++ ° d d ° O v y 6° ♦ ° a ♦ (i bA V { ° NEW TO BE e 4 Q. 2-#5 REBAR POURED x TYP. CONCRETE ° , ♦ j m U I cC V 8„X16"P.C. MIN.2" d FTG.TYP. 011 CC 10 EXISTING EXISTING N a W c) BASEMENT BASEMENT ° I a d° ♦d ♦ ed a a d1 d • ♦ ° ° ♦ ° d ♦ ♦ ° ° ° ♦ d Efffffff� 4� ----- - d ° ° d ° ° ♦d PROPOSED SECTION C Ed2d° d� iI 1/2" o ii N j l � i I x Ask , h -- - -- 10, " ` DRAWN_NK ---I I • ' SCALE:-1/2"_�1-0 - a JOB#: O'NEILL Olt 'le DATE:S/18/21 - .»- SHEET NUMBER: A7 - - - - -- - -- - - ---- -- - - - -- - J I_ PERMIT SET 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 o RIDGE BATHTUB LEDGER • HEADER . DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 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" 2Oga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 2Oga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. 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 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O CHIMNEY AS REQUIRED 1---� RIM BOARD RAFTER E...� SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION Q SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER AT WALL - LAP FLASHING ' 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL F!N SH ANDNTAIN ATTIC SHALL MINIMUM NET FREE PROVIDED WITH A FASCIA EE VENTILATING AREA FLOOR JOIST DEPTH iUSP 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 4" - 8" LSTA24 1-1/4"x24" 2Oga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA3O 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY4" - 6" RAFTER RT1O 10-3/4" x 18gc.. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14" - 16LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER/ 8" - 12" RAFTER RT2O 21-1/8" x 2Oga. TYDOWN ANCHOR SOFFITED EAVE DETAIL " ,' � ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL � ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING rTl SIDES 4 INCHES AND LAPS NAILED TO SHEATHING h+i SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST Wz c� TOP PLATE f� W GIRDER/HEADER SIDE WALL FLASHING 101. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS O �D INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION U 4" - 8" LSTA36 1-1/4"06" 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 RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. / IF ABLE, SET FIR JOISTS APROX. 112" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE 8" / " PLATE/WALL SPTH4 STUD PLATE ASC!-!OR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELDS UB GASKET - �— SUB FLOOR r, WOOD JOISTS N NEOPRENEm v o TYP. CONC. FOUNDATION ( A 6OMIL. POLY NC. SLABv ` o c� GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE x DAMPPROOF EXTERIOR . ( BOLTED TO STEEL BEAM WITH t� m o V GRANULAR FILL r. '� 6MIL POLY ON EXTERIOR \.p `� / ri U n V STEEL COLUMN ° ` ``` 1 2 " DIA. BOLTS © 48" o.c. STAG. O w A ° _ ° ROOF JACK is L v ° CONC. SLAB ' p . v ' I I `\� . STEEL B EAM o a) � bn r' n ANCHOR BOLT EMBEDMENT: � o u COMPACT FILL '° POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL " BLOCK WALL: 15" ROOFING LAPS �. TOP AND BOTTOM PLATE KEYWAY FOCTING ° V P 11 ,� ,� ° ° FLASHING AT �, rn U Q WITH 1/2" x 6" ANCHOR BOLT cn •• n CONC. FTG. •p Q'p G °' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT O00 " `z .� s O ANCHOR BOLT CONNECTION N (USP LBPS58 OR BP583) CC N G v ` I I ® 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I W DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING H WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE U 0 SUBFLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST N COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT ' 4" SLAB ' P.T. PLATEW/ 6X6 WMM I I SLOPE ` 4"DRIVEWAY -- NOTCH JOIST AND ADJUST HEIGHT U ' 1/2" AIR SPACE �` < 1 <I ° WITH A NAILING PLATE IF NEEDED ' �'� T END AND '� 1 `�, ° • °° ° TO BE APROX. 1/2" OR HIGHER THAN ►� s Z;^ ES OF WOOD D,0 D ° D ° ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE G1 ------«-----z ' c BEAMS _ _ I_ I n n a > '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) p %'� l!'' 4_ r — ° °_ — 6X6 W.W.M. ��n - s s •� r, o M12"IN. ° ,'D ° D tA.� `� ,p `� ., , . p p o �, ,o �, n o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -�I ° n ° L—I V'—SUB FLOOR •� n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM '1= D °• o - } ° IMI QST REINFORCING BAR c ° DRAIN TILE �I 12 0 0° SHEET METAL / 30# FELT UNDER BEAM AT POINT nO ° O STEEL BEAM t°p"'w OF CONTACT WITH CONCRETE OR CONC. BLOCK 11Ti-iTi_ITi=1if_i —riL—VnLI, a ° 3" PLATE (BOLTED TO BEAM) " TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A �A SHIMS TO LEVEL BEAM ° REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. r "'h1' DRAWN: MH MS • 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �`• `;�"`��" . � � SCALE: JOB#: BEAM POCKET , j� 7/26/2021 SHEET NUMBER: <a i A- 8 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10 WALL: 4-8d COMMONRAFTER 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: 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 TOE-NAIL DESIGN CRITERIA (UNIFORM CODE) 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 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 FRAMING ELEMENTS 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 (,/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) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HI/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS FLOORS 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 INTERIOR (LIGHT FRAME) STEEL WALLS 5 L/360 TO RAFTER WFCM 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 - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360 studs shall be attached to a common member in the floor assembly p with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) Li/240 accordance with table 3.3. should be adhered to even if in variance with the plan. 2 - 8d COMMON TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS La/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. 20001bs 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/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 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: EXTERIOR WALLS (FLEXIBLE FINISHES) HI/120 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 (,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 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 (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. P g P p g' 2 - 16d COMMON 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 4 - 16d COMMONJOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE EA. SIDE NAIL NAILING SCHEDULE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS STUD TO 24" FACE SEE GENERAL NOTE PAGE Z or exceeds manufacture" specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 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 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE & CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc. g g q P TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete re-bar, being attached .c 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 be installed with #5 re-bbNOTES ar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 uk pored on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to r minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 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 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 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 W 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES >. 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. o W W All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMONZ the below grade portion of exterior walls prior to backfilling. 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, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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 ►-� A� C7 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 w o O FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F S H EAT!--t N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 'Z x • M U • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. I_ 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Q � Edition Wood Framing Construction Manual. Use a minimum 1/2g dia x 8" long anchor bolt with washers and nuts. Footings Shall e 3 ft. Qom'• SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For U below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8,d 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.. _r CEILING SH EA ► H I N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS . WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 E Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: m o 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 0 m openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire togirder(s). JOINT DESCRIPTION NAIL NAIL � `'' ° QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O x i and blocking where applicable. M 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 v Yp g' 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. czo U 7/16" OSB 3" O.C. EDGE 6d COMMONCZ U p j p j supply, g g p PLYWOOD 6" O.C. FIELD 2 Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with v 6). Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water su I , draina a and venting to be installed as per N.Y.S. Residential ) P g g g Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d 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 v• on plans. WALLBOARD 10" O.C . FIELD N o W 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. [ w other access openings unless otherwise noted (typical). FLOOR SHEATHING: plates or joists are cut out during Installation for an plumbing related work NAIL NAIL 3). If wall studs, p j g � y P g 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 QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. State Code and manufacture's2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. recommendation for maximum hole SIZe and Spacing permitted. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 8d COMMON (5.7 SQ.FT.2ND.FLOOR) where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR W HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF '*' NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N O I ES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) p 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. U) needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 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 N 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing 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. 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. U adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled„ or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces V) Over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. x4 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THEr/., 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 duds 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 number of nails shall be permitted 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d naill per foot. ) INCLUDING SUBFLOOR,IS COMPLETE. g Y p q 3). All electrical work to comply with 2014 NEC. 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 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 DRAWN: Mx/Ms 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 _ _ f JOCB#: COVER TOP ,: r, 7/26/2021 SHEET NUMBER: .,Ofr ,. . A-9