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HomeMy WebLinkAbout47622-Z ,o't OSUFF�L�coG Town of Southold 12/27/2022 a y�3 P.O.Box 1179 "' zn 53095 Main Rd Woy�jO ao�; Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 721 Date: 12/27/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 640 Cases Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/24/2022 pursuant to which Building Permit No. 47622 dated 3/30/2022 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: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Swanson,Kenneth&Suzanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-84954 12/16/2022 PLUMBERS CERTIFICATION DATED 12/15/2022 ri vinshi Au or e Si ature Suffo TOWN OF SOUTHOLD BUILDING DEPARTMENT y x 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#: 47622 Date: 3/30/2022 Permission is hereby granted to: Swanson, Kenneth 640 Cases Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 640 Cases Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-8 Pursuant to application dated 2/24/2022 and approved by the Building Inspector. To expire on 9/29/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $401.60 CO-ADDITION TO DWELLING $50.00 Total: $451.60 Biing pector �jny���OF SOUK,°� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ /0UNDATION 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: DATE °t �� INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. IOU I��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAllLKING [ ] 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: DATE INSPECTOR souTyO� * TOWN OF SOUTHOLD BUILDING DEPT. °`�courmN�' 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 MARKS: v i oa l f DATE INSPECTOR Certificate of Compliance .................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ..............................................................................................................................................._......__.._.._............................_. CERTIFIES THAT Upon the application of Upon premises owned by Alan Hubbard Electrical Contracting Ken Swanson PO Box 2241 640 Cases Lane Aquebogue, NY 11931 Cutchogue, NY 11935 Located at: 640 Cases Lane, Cutchogue, NY 11935 Application Number#: 22-84954 Certificate M 22-84954 Electrical License#: 4285-ME Section: Block: Lot: Building Permit#: 47622 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Garage/2nd Floor Den ?Air Conditioning Equipment ( 1 Unit)- ROUGH COMPLETE 9/20/22 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 15th day of December 2022 Name QTY Switch - 15 Amp, 120V 8 Floor Heat Circuit-20 Amp, 220V 2 AC Blower- 15 Amp, 220V 1 Incand. Fixture- 15 Amp, 120V 2 Duplex Receptacle--15 Amp, 120V 14 Fixture Outlet- 15 Amp, 120V 6 Exfiaust Fan - 15 Amp, 120V 1 GFCI Circuit Breaker-20 Amp, 120V 2 Electrical Inspector: Anthony Giordano `��APPROVED;�` This certificate is not valid unless raised seal is present. Certificate of Compliance .............................................._................_................................................................._............................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMIT.YVILLE, NY 11701 P: (631) 598-5610 .................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by Alan Hubbard Electrical Contracting Ken Swanson . PO Box 2241 640 Cases Lane Aquebogue, NY 11931 Cutchogue, NY 11935 Located at: 640 Cases Lane, Cutchogue, NY 11935 Application Number#: 22-84954 Certificate#:-22-84954 Electrical License#: 4285-ME Section: Block: Lot: Building Permit#: 47622 Name QTY AC Condenser-20 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 2 Combo Smoke & Carbon Detector- 15 Amp, 120V 1 Dimmer- 15 Amp 120V 6 GFCI Receptacle- 15 Amp, 120 V 3 Heat Detector- 15 Amp, 120V 1 Electrical Inspector: Anthony Giordano o �W,.........,meq,� `'APPROVED°o This certificate is not valid unless raised seal is present. Town Hall Annex J�g Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION Date:. Building Permit No.- Owner: �C�A) 14An,"wj (Please' -print) Plumber: C�r-S 6&-a,n 5)Yv (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. zz. (Plumbersignature) Sworn to before me this day of (�2 m6ff 20 4 NOTA JESSICA JESSICA HARRIS PUBLIC-STATE OF Notary Public, u 1 County No. OINA6238954EW YORK Quallfied in Suffolk County My Commission Expires April 11, 20e�3 FIELD INSPECTION REPORT I DATE COMMENTS �ro r FOUNDATION (1ST) �y V� ------------------------------------ sk V FOUNDATION (2ND) z cn ROUGH FRAMING& y PLUMBING I 1 2114ALM f unul YAM W r INSULATION PER N.Y. STATE ENERGY CODE 2 + G ti 1 s* Rt zy , FINAL ADDITIONAL COMMENTS pl 26qStt b6 z rn S t� ro � y �J x r� �x d ro rirosut:>:ntk �: TOWN OF SOUTHOLD—BUILDING DEPARTMENT ti Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 T� Telephone 631 765-1802 Fax 631 765-9502 hqps://www.southoldtownny.%zov Date Received APPLICATION UIL I IT For Office Use Only ED E C r' PERMIT NO. Building Inspector: FEB 2 4 2022 . -Applications and form's'must be filled-out_in".their entirety:Incomplete BUILDING DEPT. applications will not be accepted.-Where the Applicant is not the owner,an TOWN OF SOUTHOLD ,Owner's Authorization form(Page 2)-shall be completed. Date:02/16/22 OWNERS)OF PROPERTY: Name:Ken and Suzanne Swanson SCTM#1000-109-05-08 Project Address:640 Cases Lane Cutchogue NY 11935 Phone#:201-968-6211 Email:ken.swanson144@gmail.com Mailing Address:same CONTACT-PERSON: Name:Mark Schwartz, Architect Mailing Address:PO box 933 Cutchogue 11935 Phone#:631-734-4185 Email:mksarchitect@optonline.net DESIGN"PROFESSIONAL INFORMATION: Name:same Mailing Address: Phone#: Email: CONTRACTOR INFORMATION:'- Name:Chris Goff Mailing Address:Po box 2682 Aquebogue NY 11931 Phone#:631-722-8221 Email:cjgcontracting69@gmail.com DESCRIPTION OF:PROPOSED.CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? BYes El No 1 PROPERTY INFORMATION Existing use of property:single family Res Intended use of property-same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes BNo IF YES,PROVIDEA COPY. 8 6,eCk Box After'-Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for 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 210.45 of the New York State Penal Law. Application Submitted By(print name):M Schwartz BAuthorized Agent 00wner Signature of Applicant: Date: 02-16-22 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF Suffolk ) Commission Expires April 14, 2 oa3 Mark Schwartz being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect/Agent (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 that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of f �A20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) `'1fiPi6� did r ��.541c�0 residing at�y0 do hereby authorize k CA 0`121 7 to apply on my behalf a Town of Southold B ding Department for approval as described herein. 0 n is Signatur Date Print Owner's Name 2 REVISIONS: SITE DATA: SCTM # 1000-109-5-8 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 30,998 SF 0.71 ACRES ESTIMATED AREA OF 1000 SF GROUND DISTURBANCE: EXISTING HOUSE: 2105.1 SQ. FT. 6.8% APP 0 ED n S NOTED OTE[J 1 � EXISTING PORCH: 224.0 SF 0.7% DATE: 3-3d g.1°p. EXISTING STOOP 30.0 SF 0.1 % FEE: BY: NOTIFY BUILDING, C1_'P.ARTMENT AT 765-1802 8 AM TO 4 PI,1 FOR THE PROPOSED DRYWELLS: (2)8'X3' - 10 CU.YD. 2 CU.YD. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAM,!NG & PLUMBING TOTAL: 2359.1 SF 7.6% 10 CU.YD. 2 CU.YD. 3. INSULATiON MAIN INQA D 4. FINAL -COMPLETE FOR C.O. MUST BE COIrIPLETE Ful=; C.O MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 4/8/2019 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR � SIGN OR CONSTRUCTION ERRORS.PLUMBER CERTIFICATION DE � ON LEAD CONTENT BEFORE Z LAND NOW OR FORMERLY OF: --J CERTIFICATE OF OCCUPANCY COMPLY WITH ALL CODES OF 5TANLEY SALTER O° NEW YORK STATE & TOWN CODES WF SALTER SUP�'L Y SYSTEM CANNOT SOL DER USED !N WATER AS REOUIr=0 AND CONDITIONS Or- FORMERLY F.S. CASE EST. ,� 0, EXCEED 2110 OF 1% LEAD. 0 �V N FLA %ING BOARW o n .N 153.00 PLUMBING s � TUSTEES All PLUMBING WASTE N. •�. -U O &r^,IATER LINES NEED yy TES TING BEFOR'COVERING 0 0, OCCUPANCY OR Z I �Ir 0- O ELECTrIC�►L USE IS UNLAWFUL � i��pccT�cl� REQUIREDu VAN WITHOUT CERTIFICATE HAY BALE OR SILT FENCING N OF OCCUPANCY Q LIMITS OF CLEARING TO BE o THAN 20 o STORM WATER MANAGEMENT DETAILS FR NO MORE O ,_,�_,_,_•_�,_, O Z PROPOSED WORK AS z INDICATED ON SITE PLAN A 100%RUNOFF AT DRYWELL DRYWELL RETAIII STORM WATER RUNE[F LOCATION: SF AREA: m 2"RAIN PER HOUR PROVIDE: CAPACITY: PURGL!A,NT TO CHAPTER 2- - —- —- —-— -_- $ NEW ROOF AREA: 613 sq ft.SQ.FT. 102 CU.YD. (1)8'dia.,3'deep 126 CU.YD. OF THE TOWN CGDE. O V: 8'DOPODE P m PRSED DW OGEE GUTTER-STANDARD 5" NOTES: O G 3 0� 8'DIA 2!D EP /, Q` w 1) A..EDO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. c 00 J, 7.400 DW / v _ V _ 2).PREPARATION: C) � A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. W O O B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR O Z ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. u C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR C`f/iJ _ METALS WITH PROTECTIVE BACKING PAINT. -� W OA � z �' r 3.INSTALLATION: Q u (t' A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. (("� 9.S OO' 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. O 2 EX.1 STY. HO SE "= 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. SECOND RY FRONT YARD O a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND U O ACCESSORIES. O B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT x CONNECTORS. '-zO U 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL u �E C CONNECTION WATERTIGHT. EX.COVERED PROPOSED `` Cflj DRY WELLS TO BE 10'MIN. 4).PROTECTION: U PORCH 2ND STY. f�c,` UTIL. Z AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I ADDITION e POLE COMPLETION. GUY oa / �WI e o , o w z m \ ' j� Must provide Manuals I 1 EXISTING z 1 i�'.�nr i� a o or 8'DIA 2'DEEP p Z < „ D,J and S as per DW j anF' �•�-©rkyS Energy Code o z testing rewired., o O O N V a) O -n .4 u Cf) � p 20 C) m m 4i v 0 O zQn < T .2 o 0 All exterior lighting o � x cap Q installed,replaced or w x CU repaired shall conform o ;z 94 4 to Chapter 172 �° of the Town Code � TREE ROW o i n 1r) u 188.90 C'4R HYDRANT W FAIRWAY DRIVE a5 halt roadway W p H b I' , . o ul) ul) BUILDlt-lc DEFT.SITE PLAN N SCALE: V = 20'-0" x (mob tf A'f Z, 66 DRAWN: MH/MS SCALE: JOB#: 3/25/2022 -OF �1`"c f SHEET NUMBER: S- 1 REVISIONS: H 00 13 E3 [ILI _ O O N O F---a OFT ^H _ H PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" ►�i a w Z w z O U C o O v 0 ON 4-1 oa � cn o 0/4 0 c�5 u rn U ,It '= � 00 m C14IVFi IEE rlrir=i orl u O N EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" � �b` ` .d ray ,✓ V }, � 1��/. �� A ;- 1•� p' DRAWN: MH/Ms +• ;�► 3 l° SCALE: T .Og 1E f JOB#: 2/16/2022 SHEET NUMBER: A- 1 REVISIONS: i I. fit i H PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" w con w O Z � z w � o 0 � � v U 0 N� CC v G m O X Lo ^ — V p� p1 M O O � w (dj ca tt Lr) u N 0 W Ll w u o unN U EXISTING EAST ELEVATION SCALE: 1/4 — 1 -0 Jj r -`, C DRAWN: MH/MS SCALE: JOB#: r'A .OF tdE� 2/16/2022 �!.. SHEET NUMBER: A-2 REVISIONS: IL �J L I --T---1 IEU I LLI I H I I I I I I I Ll I 1 11 1 1 11 1 1 1 1 11 1 1 11 1 1 1 1 11 1 1 11 1 1 1 1 11 ILL I I I I I I I I I I O F---I - -.. O nH PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" Z � z � o 0 v � H U 0 c`o oallv M, O - � itL Lo U ELIM I� N � w �Lil LLI.Ui Ell W c- L-- -fl ILA V O cn d EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" N 1 44 JL r' DRAWN: MH/MS SCALE: JOB#: 2/16/2022 SHEET NUMBER: A- 3 REVISIONS: 1� Pil 1111111111 1111111111 1111111111 1 11111111 Hill I Lt F�lli F�--i V1 O Mn Fns F� 7 X �.� x �� �X ./T PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" a w Z � z O Q �WD � U � c O U 0 v C N y G x n v O L N Ib To 10u O cxC O Lo � u ) rn co00 cn v N � W LL CLL13 W uld V O ul)d EXISTING WEST ELEVATION W SCALE: 1/4" = V-0" U r51 l r4¢ A r DRAWN: MH/MS SCALE: JOB#: 2/16/2022 SHEET NUMBER: A-4 REVISIONS: I I I ly I 111 III I III III ( III III I III III ,}, it EXISTING GARAGE u z x w V71 O •---'-+ •---'-+ �-----, •'-'-" F'r'y EXISTING GIRDER EXISTING GIRDER E--i II II II II EXISTING BASEMENT Z 0 uHu li z X w EXISTING IST. LAUNDRY ALF ROOM A 0 0 0 I I IIIII _ --------- -- _-'---- -- - --- �-- ----------------- IIIII i ----I'iI --------------- W/D O_______________ EXISTING SUNROOM Wz) c ------------------ EX.6'-6"PIT. ---------------- EX.6'-6"PLT. HT. EXISTING FOUNDATION PLAN W SCALE: 1/4" = 1 -0" S__ --- _ - Z O W ij----� i--- IIO 1 1 I I 1 I ' I®- ---------------F-®� I - ------- ---------------------- ------ U O O 1 I 0 1 I y I I �b EX. BAT Z III III •oO. 1 4 0No. 0 I F- EXIST. IIII IIII 0 IIIIIIIIIIIIIIIi II1,IIIIIIIIIIIIIII EXISTING DINING EXISTING GARAGE ATH 00 EXISTING KITCHEN EXISTING MASTER BEDROOM ------------------------ ------ -----------------�,,1,I1'11II od��L°n ,mr-nc-, r-q �TO 0!dM";"'+I �WOvvaovWV`" `2�a�"'•.1' . i---'-'-'--- U E EXISTING HALL EXISTING LIVING ROOM 0 EXISTING BEDROOM No. 3EXISTING BEDROOM No. 2 N2 ; Eaw�I11 III I11 nI � III III III III III III III III 111 III III III III III 1 I I ,••+_•, .� EXISTING PORCH EXISTING FLOOR PLAN SCALE: 1/4" = P-0" f.. : . ------------------:_= -------------------------------- ------------ e vti. tl� DRAWN: MH/MS SCALE: JOB#: .air"toe P 2/16/2022 "� • �- SHEET NUMBER: _________________________ A-5 REVISIONS: C B Z O H I J W X G OPTION: O ALTERNATIVE TO BEAM, INSTALL 8X16 BLOCK PIER y WITH 32"X24"X12"FOOTING I J W Ho j1Z_ � I O CUT NEW OPENING FOR DOOR TO BE ADDED I ,},lf o , X , , FRAME OUT 2X6 STUD WALL OVER EXISTING GARAGE SLAB.SILL PLATE TO BE ACQ A ADJUST FRAMING AS REQUIRED ti 4A ' ' FOR FLOOR AND STAIR ABOVE u z W EXISTING GARAGE rrw� EXISTING ST 1 V 1 TO REMAI _ OzC) ------------------- - - -- ---- ------------------------- ----------------- - -- --- --------------------------- - - ---- ---- --- --- 2 2x1 U C7 EXISTING GIRDER ._ �_ EXISTING GIRDER q O II II U EXISTING BASEMENT LL. u z t� <(B X w ti cri - N , r o M ;+ dj V � V C ° `z t " as a, n. Ti v 00 I � V I cc •v � � -C, cu Lr) U M I rq W I I � W FRII I `+--- r�— — — — — — — — — - -----,— — — — — — — — - ----J, I , p . N PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" U N ►Yi W E PROJECT NORTH d �yyl►�:� - � Ceti r } Rr DRAWN: MH MS SCALE: .O Fa�t1E JOB#: 2/16/2022 SHEET NUMBER: A-6 REVISIONS: C B EXISTING IST. LAUNDRY ALF ROOM A 0 0 0 -------------------- 41-711 12'-0'�2" ____-----_------ EXISTING O EXISTING DOUBLE WINDOW TO BE REMOVED AND O SUN ROOMRELOCATED TO 2ND. FLOOR DORMER AS NOTED 1....1 -7/8 MLN 3'-0" FRAME OPENING FOR NEW EXTERIOR DOOR E..I I - - ---- )2X10 HD I I - 1 1 1 1 C ON w 1 1 XI s 1 1 = T (2)1-3/4X11-7/8 ML FLUSH BEAM (UNDER DORMER WALL) N I 1 M J 1 I N I \ M (211-3/4X11-7/8 ML FLUSH BEAM(UNDER DORMER WALL) -------- --------------------- `v i �1 — - — - — - — - — - — - ---��- `'V ----- - -- - I I I � &�V1560 WOOD-1 FJ 01116"OC AAlyA p I I Q o a EX. BAT ___ _ STAIR WALL AND L ~ 0 No. 2 ° o __--_-- REFRAME WALLS TO MATCH DOORTOBE EXIS TING GARAGE Lu o O O F�-•I RELOCATED AS REQ. ^ -- -- TOP OF WALL OF MAIN HOUSE EXIST. O O INSTALL 5/8"TYPOEOX F REORATED °N Z EXISTING KITCHEN � ATH EXISTING DINING ------- SHEETROCK AT CEILING AND WALLS 00 I 1 t7 EXISTING MASTER BEDROOM O. 1 ----_-- AS REQUIRED(TYPICAL) I z X ----------------------- -------------------- ------------------- --- W --------- 1 1 I �I 1 I 1 1 1 1 1 1 O --- -- 1 - �/Y\ - (2) 1-3/4X11-7/8 ML FLUSH BEAM(UNDER DORMER WALL) � I I I J = 1 I I W I I 1 1 " -7 ' - ' 72)1-3/4X11-7/8 ML FLUSH EANr(UNDER DORMER WALL) ----------- 1 I F-+-1 I I 1 , 1 '� 1 1 TJ1560 WOOD-1 FJ 1 16"OC ' EXISTING HALL � (2)2X10 DF#2 HDR(VIF) ; ; (2)2X10 DF#2 HDR(VIP)' ' N z I I REPLACE EXISTING OH DOOR REPLACE EXISTING OH DOOR Q I I 1 W 30"X30"X6"WOOD ff DECO.BRACKETS o W EXISTING LIVING ROOM w I I r 1 I 1 \ EQ. EQ. o Z FFF--O��M z I I U, I I I I U EXISTING BEDROOM No. 2 EXISTING BEDROOM No. 3 B 111 111 111 111 111 111 111 111 � � 111 111 N � 111 11 1 C7 �.' Q 0 111 111 m cri 41 C.1 EXISTING PORCH c 111 111 111 111 O O 111 111 �7 V 111 111 ^� Qu--------------------------------------------- xG' 00 � o U � cf)00 �n a v cv .c W c� _________________________ PROPOSED FLOOR PLAN SCALE: 1/4" = 11-011 ------------------------- N � W W E PROJECT NORTH Iri 0 Iry BUILD4NG DEPT F s 4 DRAWN: MH/MS ?..•a�.O t= C1� SCALE: JOB#: 3/25/2022 SHEET NUMBER: A- 7 REVISIONS: C lo B 7� H O W 24'-1" 12'-01/2" 12'-01/2" C? lo CXW145 /////7777777777 O (2)7-1/4 ML HEADERui = F o 0 gI 71-01/2" 81-21/211 8'-311 M a a m 1'� 0 1'.y X z o :5 �D n 'l G.. BATH J = bo N 2 10 DF#2 CJ A16 LV A `D 00 A Lu --- --- 2-4 Q O 2 Z < ip Q---- 1'-8" 7-11/2" W �a � aw o aW '6 LL ----- W ° M Z J N , CN N ------ DEN o — N CA �7 CATHEDRAL CEILING n z S -------- 2 TOW 6'-2" � O W 0 -------- n, O z �- -------- 2'-9'/2" 16-8" I'D a o - -------- rnN 1 W •--- --- ---- CL U U` c O o ' Z H _o g 0" "' I 11'-10" M 5'-10" g ryV L X ' 2 7-1/4ML HEADER ' N CXW245 CH 12'-01/2" 12'-0'/2" 24'-1" 0 cn N O O m �� •a+ B 1).EXISTING ROOF FRAME TO BE REMOVED.REFRAME FLOOR SYSTEM,WALLS, r o CEILING AND ROOF. 2iZ �" � _X V 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH v RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER C MANUFACTURE'S INSTRUCTIONS. u m � 3).CEILING HEIGHT TO BE 7-31/2"TO MATCH EAST DORMER(WEST DORMER U v HEIGHT AT T-0").WEST DORMER SET IN 1'-0"FROM EXTERIOR WALL. Lo ON m 00 4).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. N W 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. P'-1 6). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com CA W 7).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH U SIDE FOR MICROLAM HEADERS. 0 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 2ND. FLOOR PLAN (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, SCALE: 1/4 = 1 -0FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. N 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N PROJECT NORTH 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. W E WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS:ANDERSEN HP 400 SERIES. x S 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. w 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS �d �(r ,J OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc, INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. DRAWN: MH/MS 15). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. t ;:di� r. I• ,1� SCALE: JOB#: .01r. 10, 1 3/25/2022 SHEET NUMBER: A- 8 REVISIONS: C B I - ------------------• �------------- ---------;----------12-------------� I 2X10 DF#2 WRQ(a16"OC 1 I 10 , I I , I /CRICKET —+(TY _ � ' �=--------------------' ' P) ' ---------- --------- VD 2X8 DF#2 RR(@16"OC 12 v _ 3-1/4 v 12 ry 1 N , =4i 2X8 DF#2 RR(@16"OC ' _ I 1 • I , n 12 2X10 DF#2 RR 6?16"OC F-I 12 2X8 RR 6 @16"OC / EXISTING CHIMNEY TO BE RAISED UP TO CODE (2'ABOVE NEW ROOF LINE) W / B W O 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. a W w z C 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. O n GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. U 3). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS �J C O (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, Z FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. u PER CODE. t� IK/ 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND U DIRECTLY TO THE DECK ALONG EAVES. CA 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. ROOF PLAN UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SCALE: 1/4" _ V-0" WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS m N o COMPLETE. n i r V 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. o U) USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT a', v LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. O r1 N USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT P_' w W E PROJECT CUTTING INTO SHINGLE SURFACE. 00NORTH 0 � . , 9).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS � � tet+ u � REQUIRED. Jo-' 4 S Ln U e-1 �, vein a� Q) N 0 19 r� w STORM WATER MANAGEMENT DETAILS 100%RUNOFF AT DRYWELL DRYWELL LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: NEW ROOF AREA: 613 sq ft.SQ.FT. 102 CU.YD. (1)8'dia.,Tdeep 126 CU.Y'D. N OGEE GUTTER-STANDARD 5" NOTES: uj 1).EXECUTION: W A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR j METALS WITH PROTECTIVE BACKING PAINT. ED 3.INSTALLATION: f� 1 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. �i IN SC,�" 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. N�_ y 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. F a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND �, �;,A ACCESSORIES. _ 3 B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT N CONNECTORS. ti 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL * DRAWN: MH/MS CONNECTION WATERTIGHT. N� SCALE: DRY WELLS TO BE 10' MIN. 4).PROTECTION: 9X AWAY FROM HOUSE 22339 0� JOB#: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ,A1 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O F N Evv 2/17/2022 COMPLETION. SHEET NUMBER: 0O0 o o c o A-9 REVISIONS: 1-3/4X14 ML RIDGE 12 '' •` 12 3.4 �� •• 2kg R Q 3.4 II II II II II II 11 II III II II II II II II II II II II III II II �' (2r 1-3/4RI14 •• @1(„ n n n CATHEDRAL CEILING n O II II II II 2X8 RR� 16"OC II III II " �.� ,'AML RIDGE',, `.• C II II II II II II II I11 II II , • • , II II II II 11 II II II III II II CRICKET TO .'• ''� �`. BE FRAMED ,•� �•• DEN BATH �j/ - TEMPERED GLASS •`.� WINDOW AT STAfRWA'1' �`� •• ri o DEN m 3'h RAILING -1 azo 00 CUST BACK EXISTING .' 3'h RAILING �. 12 - PROPRAFTERS FOR NEW ��� ,'� (TYPICAL) 2X10 RR OSED 2ND. FLOOR ' @16"OC — - — - — - — - — - — - 6 3 4"SUBFLOOR ❑ _ 3 4"SUBFLOOR 11-7/8"TJ1560 WOOD-1 FJ @16"OC 2X4 PLATE — - �P' NEW STAIR — - ) 11-7/8 TJ1560 @16"OC �"" 5/8"TYPE-X FIRE RATED PROVIDE SOLID BLOCKING 2X8 RR/2X6 CJ (2)1.3/4X11-7/8 S ' (2)1-3/4X11-7/8 SHEETROCKTO BE BETWEEN JOISTS UNDER w/30"X30"8RKT. ML FLUSH BEAM �- ,''� ML FLUSH BEAM INSTALLED AT CEILING DORMER WALL(TYP.) FFF1 I I AND WALLS TO CODECA CJ L ` EX. GARAGE Q GARAGE oo 5/8"TYPE-X FIRE RATED EX DI RE-FRAME WALLS SHEETROCK TO BE NEW DOOR TO AS REQUIRED(VIS) INSTALLED AT CEILING BE INSTALLED , AND WALLS TO CODE .�-------------------------- FRAME WALL OVER SLAB AS REQUIRED — - — EXISTING .. 7 7 EXISTING Generated by REScheck-Web SoftwareEXISTING 7 EXISTING Corn liance Certificate BASEMENT EXISTING Q B CROSS SECTION B A CROSS SECTION A Q 7 11 SCALE: 1/4" = 1'-0" 7 11 SCALE: 1/4" = 1'-0" Q Project SWANSON Pfil ° Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: 3 11/4 11/2 1 1/4 Construction Site: Owner/Agent: Designer/Contractor: 640 CASES LANE LAV' W.0 CUTCHOGUE, NY SHC WER Compliance: 4.7%Better Th Maximum UA: 86 Your UA; _ . ....._.,........... ....._ . 11/4 3 : 82 Maximum SHGC: 0.40 Your SHGC: 0.32 2 Z The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. C.O. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 3 a Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade W ^ assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Cn Envelope Assemblies Is" x U � }r } 2X8 DF#2 RR 16"OC U Ceiling: Flat Ceiling or Scissor Truss 394 30.0 0.0 0.035 0.026 14 10 11 11 Wall:Wood Frame, 16"o.c. 646 20.0 0.0 0.059 0.060 34 35 CASEMENT/AWNING WINDOWS:Wood Frame SHGC:0.32 48 0.290 0.320 14 15 4 OVED DOUBLE HUNGS:Wood Frame 23 0.300 0.320 7 7 SE AC SYSTEM SHGC: 0.31 4"C.I. SEPTIC SYSTEM Lt Floor:All-Wood joist/Truss 394 30.0 0.0 0.033 0.047 13 19 TRAP HOUSE Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other 3'h RAILING m calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. o PLUMBING SCHEMATIC 12 m 0 Name-Title Signature Date SCALE: NOT TO SCALE - all 00 X 1/4"SUBFLOOR 6 - - m Ln Ln o EXISTING _ 11-7/8 TJ1560 It 5 x o NEW STAIR F1 @16"OC In x U 0oo tz U u 9" It U z MIN.34"-38" U m ;o Ul PER CODE00 .� Project Title: SWANSON Report date: 02/14/22 m o ,.° w >~ Data filename: Page 1 of 1 SOLID BLOCKING 11 - F Y 2 2 2 UNDER WALL XITING WALL TO 3 -2 - MOVE AS REQUIRED 3/4"SUBFLOOP p ® O 32' ® ® ® ® �r • EXISTING 2X10 FJ @16"OC 2X10 F1 @16"OC11 — y� `' W E..1 p ® ® ® EXISTING 4: EXISTING / EXISTING / - j U FASTENER TYPE: SPACING: .1 BUILD WALL UNDER MIN.34^-38"/ N 0 N,.8 WDOD-SCREW PER CODE BASED ANCHOR WITH 16"Oc NEW FLOOR (n 21n.EMBEDMENT LENGTH • ® o No.Io WOOD-SCREWS ® ® EXISTING BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH / O 1141,.dia.LAGSCREW BASED ANCHOR W" 16'OC SILL �, 21n.EMBEDMENT LENGTH e ee • ® ® AEXISTING ® ® 3/4"APA PLYWOOD SHEATHING 1/2'APA RATED SHEATHING GRADE C CROSS SECTION C GRADE NATMVE:7/16'0.5.8.) r ® ® 1/2'APA RATED SHEATHING GRADE PLYWOOD ® 7 » SCALE: 1/4" = 1'-0" (ALTERNATIVIVE:7/16'O.S.B.) 10 • • FASTENER TYPE: SPACING: 2X4 OF#2 No.B WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC WINDOW SILL zm.EMBEDMENT LENGTHBAS ,A TYPICAL WINDOW OPENING No.IDW00D-SCREWS a se ��Fv3^ PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENTLENGTH 12"« - •,� t'.4 `' �~ '6�Xx.- � THAN 4 FEET ASE ANCHOR WITH IWOC i'• '�l r " "' � 21n.EMBEDMENT LENGTH ° • ° T�CJ �.- ,��, � TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD Ass ECTEs FASTENER TYPE. SPACING. yw. �,, 2-2%4 DFk2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER W EI STAINUSSSTEEL No.8 WOOD-SCREW WI1:;a2, r •L'1; 0 Q BASED ANCHOR WITH Jr oc AN THAN 6 FEET O0.GA NQD NUTS B®TSW/NASHERS ¢ 4 2'-0"CG 21n.EMBEDMENT LENGTH BAS D No.10 WOOD-SCREWS i, 9 TYPICAL MULTIPLE OPENINGS 2h MENTLEN ''« 21n.EMBEDMENT LENGTH A PANEL SPAN GREATER THAN 6 FEET 'j •�`L DRAWN' MH/MS AND EQUAL OR SMALLER 1/41m&LAGSCREW "Y ✓' Q BASED ANCHOR WITH I6'OCa' THAN 8 FEET tin EMBEDMENT LEN G H fw � ,( SCALE: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL .QJOB#:3/25/2022 AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING SHEET NUMBER: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. O ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 1 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 To ENDWALL RAFTER CRIPPLE STUD WALL STUD u ° BOTTOM PLATE RIDGE p ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOC USP NUMBER DESCRIPTION APPLICATION 1S 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 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 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 C F-I WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL L RIM BOARD CHIMNEY AS REQUIRED F-1 RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION p� SIDEWALL FLASHING WOOD JOIST FOUNDATION //zxTOP PLATE BLOCKING ' - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST STAPPIN�G TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ _ F-.. FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD E--I 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" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR 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" - 16" LSTA36 1-1/4"x36' 18go. 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 ' RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O C) fi WOOD JOIST !�! ^ W W � z TOP PLATE W SIDE WALL FLASHING GIRDER/HEADER CU 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD z U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION U 4" - 8" LSTA36 1-1/4"x36" 18ga. 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 RIDGE VENT FOLDS ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE 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 O TERMITE SHIELDo �— SUB FLOOR � SILL GASKET WOOD JOISTS N v / NEOPRENE TYP. CONC. FOUNDATION ( A COMICNC.. SLAB GASKET .` ' 2x6 /2x8 CONTINUOUS WOOD PLATE xPOL ' DAMPPROOF EXTERIOR r V, ' I BOLTED TO STEEL BEAM WITH m � c� O EMIL POLY ON EXTERIOR V GRANULAR FILL ' �` G.u r V STEEL COLUMN p , 1/2 " DIA. BOLTS @ 48" o.c. STAG. x O (t` ' R' (� I 104 'A � ° 4 � ° a -� o -�, e � � ROOF JACK ��� � � „ STEEL BEAM CONC. SLAB 'p r O e n p �. ANCHOR BOLT EMBEDMENT: I . db ° ' u \ r p ` 4" x 1/4" x 8" STEEL �� COMPACT FILL ° POURED CONCRETE: 7" I u cn B LOC K WALL: 15" ROO ` TOP AND BOTTOM PLATE Qj V r ° 4 ° ' p ^ FLASHING LAPS ' WITH 1/2" x 6" ANCHOR BOLT Lo U c` KEYWAY FOOTING o P A c- ,� 4A -' in e CONC. FTG. ► p Q p G o' SIDES AND TOP 1 2" GROUT oao `� � dr ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS / N v 0 0 o o>. O (USP LBPS58 OR BP583) .` o 3 ^ I I 3" STEEL COLUMN -O p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT � G DRAIN TILE p ANCHOR BOLT CONNECTION 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%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE - ROOF JACKS & VENTS DETAIL u �— O SUBFLOOR CONC. SLAB I DOOR FRAME t 6X6 10/10 WWM GARAGE JOIST N COMPACT FILL DOOR GUSE 2X8 H FOR B LOC KOUT STEEL BEAM 4" SLAB dIF W/ 6X6 WMM M I SLOPE • P.T. PLATE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT U ' 1/2" AIR S ACE < ► < ° ° " (WITH A NAILING PLATE IF NEEDED) % � AT END AND �� " �,0 ° ° o ° ;a °° , TO BE APROX. 1/2" OR HIGHER THAN r .=--q---"--«-----z �.C�Z ^ BEAMS OF WOOD - o`� D a' D a p •° ° (PROVIDE STRAPPINSTEEL BEAM OG TO KEEALLOW P JOISTS ALIGNED) GE GRADE , r , C I_ 1 0 o P � p l�„ a _ a a I1= I I=11 I=11 I Ell ° aI- 6X6 W.W.M. _ _ _ _ o' D p 11=11=111-I1EI1E -. — — —., a —�I 1 12" o A,c 'o D ,r r r �r �` I p p 4 IIIIIISUB FLOOR MIN. `. .e �• e -'^ �'�, �'�, �'/ •o NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -11 , � ° o REINFORCING BAR a ° NOTCH EQUALS 1/4 DEPTH OF BEAM III— • cl REINFORCING BAR I1 li 4 d o� e.01 e' n 11=I I _ ,101ST DRAIN TILE f—� a s° SHEET METAL / 30# FELT UNDER BEAM AT POINT IL � n �° �° -P (� STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK I_ii�=iT=T=1i1=1 1-lil-ilm ,w -w 4O1� c ° 3" PLATE (BOLTED TO BEAM) '�` "�' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. tp ,, A SHIMS TO LEVEL BEAM �L ` �d REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 6b � DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ` ;*,,`lv SCALE: JOB BEAM POCKET Yr _ << #: tLnyr�" �:f 2/16/2022 SHEET NUMBER: .0 to C1� A- 11 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: (0J00 _ 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ® 1-1/4" x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL g g p p 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 TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER 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 TO TOP PLATE 10'WALL: 4-8d COMMONJOIST 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 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 bei 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 -Sd COMMON EACH TOE GUARDS AND HANDRAILS 20o FIRE ESCAPES 40 (GYPSUM) U240 (CONCRETE WALLS (6"THICK) s5 CEILINGS accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 _ 16d COMMON EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 PASSANGER VEHICLES 50 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL 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 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON 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" FACEw or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE F-7`1p pp STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MON WIDE 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 COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 q g ENERGY CALCULATIONS 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 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 6� 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 I--� 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 HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. 4- 8d COMMON QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls eccuring 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" Ion at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES g pp p y 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative densis with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. I ( BOTH P density 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.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 ��••••�� 8x16 cast iron foundation vent for eve 150 s ft. of area. i D • every q 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 ►►��-II a N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Pp g BAND JOIST PER END � the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - l6d COMMO JOIST NAIL � W 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: PEROT SEE NOTE: 1 o p 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 COMMO U C7 SILL OR TOP PLATE FO Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. x FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F SHEAT H I N For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. H 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QN SPACING U NAIL �D 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. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/ framing members with G>0.49. For � below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION 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 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 N v 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 m � WALL SHEATHING: xcu y 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 Pa � m o openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r--1 @o and blocking where applicable. QTY. SPACING w �. 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 ed a zone attachment requirements shall `r' U 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC be used. g g q . anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE � � "t 6d COMMON � � x � 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 G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7 O.C. EDGE gN on plans. WALLBOARD 10 O.C . FIELD o w 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. .0 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g y p pp FLOOR SHEATHING: w other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and later 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 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. E=W� 1" OR LESS 12 O.C. FIELD W (5.7 SQ.FT.2ND.FLOOR) HVAC SYSTEM NOTES MIN.44"SILL-AFF H 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists U NOTES• NYS Residential Code R302.11 -FIREBLOCKING REQUIRED V under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O q NOTE: and to form an effective fire barrier between stories,and between a to story and the roofs ace. Un requirements. P rY P 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor )• Y Y q ) P P S P g 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 Firfeet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1). Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. � CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing 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. si ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. l U adhered with PL400 adhes ve 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 ` 11 over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. " x+ 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 AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of r 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 p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. � to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. ,ws►,��; ,� 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 �` , r ' ' �„ke 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 ,►' .' '� � ,� DRAw1v: MH/MS be installed with a foam sill gasket and cop termite Shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 10 Ir SCALE. AND BASES. USE WITH FLASHING CAPS TO JOB#: COVER TOP •C= .DF -1 P 2/16/2022 '`"• -- SHEET NUMBER: A- 12