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HomeMy WebLinkAbout48194-Z t . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48194 Date: 8/22/2022 Permission is hereby granted to: Legendre, Yasmine 11 Hillside Ave Port Was hin ton, NY 11050 To: Construct interior alterations to existing single family dwelling as applied for. At premises located at: 4355 Aldrich Ext, Mattituck SCTM #473889 Sec/Block/Lot# 112.-1-13 Pursuant to application dated 7/1/2022 and approved by the Building Inspector. To expire on 2/21/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,011.20 CO-ALTERATION TO DWELLING $50.00 Total: $1,061.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-95021�mLI�kE ar S Lllllo) l r1. a Date Received APPLICA I FOR R ILII F! 'R. For Office Use Only PERMIT NO. LAf Building Inspector: Applications and forms 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 SOUTP k LD Owner's Authorization form(Page 2)shall be completed. Date: O 7 OWNER(S)OF P 'OPER Name: 0c 40 G- 0 -ef 0 �� a SCTM#1000- Z 0 1 — ' " .2 j 3 Project Address: G [ dG / Z Phone#: _ tEmail: Mailing Address: CONTACT PERSON: Name: MI- Mailing Address: r 3 ? V 3 Phone#: Email: e DESIGN PROFESSIONAL INFO MATI'ON: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: =Em�fl: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ffkddition Nteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes N ❑ g o Will excess fill be removed from premises? Yes No 1 PROPERTY INFORMATION Existing use of property: 2 I 12 fV Intended use of property: Zone or use district in which premises is situated: Are there an#cenants nd restrictions with respect to pp yDE A COPY,this ro ertes, No IF YES PROVI � � 0 Check Cox After ileadingw 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, addition,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): ��f�� authorized Agent []Owner Signature of Applicant: Date: — Z 1 /7-Tv STATE OF NEW YORK) S : COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the---------04&A (Cont ctor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20�� ✓ . Notar Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNERAUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2 L?2[r � Yasmine Legendre & Corey Worcester residing at 4355 Aldrich Ln Ext., Mattituck, NY 11050 I, do hereby authorize to apply on my behalf to the Town of Sort of Iuilding Department for approval as described herein. 6.30.22 Owner's Signature`` Date Yasmine Legendre & Corey Worcester Print Owner's Name 2 - r ' �v cra.01 fl, - l+w..+1.L"'Y.TTt wiWL �.•as.ra..•.��-w."1 Z"'u�n✓_., a� .vrti�a-tcs.e,c�a ',.::�• .Sv��ca�.}t moo. ®..,::.a.w. t1f�Nu�c-®idyl"•' k�a'7j. '� by. '�- G'-<'n•a1nL.�fasiar� • Y ���o✓M 5M ���'1"��J• a o �.��, Imo•"': S•o� f �SCS^D®�W '--'•GO.� wM m +x u tNdQ 00 /a. �gvl REVISIONS: APPROVED AS NOTED DATE'�'��• B.P.# Fd/0 - BY: NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS uu] LJH I F-- III Li 1 .1 w w EXISTING SOUTH ELEVATION ZO SCALE: 1/4" = 1'-0" w w � W Q z a U U u Q F" O �n M O 01, G V V oe- Lo CG � vpyv w U v E cu 0 L, V ON �n cc N N I~ Q) Lli � W W W H V O N NEW OH DOOF D (SEE PLAN) i JUL 0 1 2022 NEW OH DOOR (SEE PLAN) CUILDI DEF". 1� ELI 1-9 PROPOSED SOUTH ELEVATION SCALE: 1/4 - V-0" DRAWN: MH/MS SCALE: JOB#: r �.�i� '•:. „' 6/17/2022 SHEET NUMBER: r. .ag'�tE A- 1 REVISIONS: 7� H O F---I W O W EXISTING EAST ELEVATION SCALE: 1/4" = V-0" W z v� o 0 z � � w � W � z W u H H O � M 'Cf O N v cmc G OV V 1 U `_r :p U] N < v r. o W W U O d N x PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" p�. , DRAWN: MH/MS SCALE: JOB M 6/17/2022 SHEET NUMBER: O ter IS"!� A-2 REVISIONS: O tj Lil F—I W O F-1 W z� EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" M� W d U U rw O � M O e—I cn N � � V m � � da v U m G .(u 00N O y r.LD u 11L- -----11 UL--] Lill Llll==i Em� w3 w O rnLL: N PROPOSED NORTH V x ELEVATION SCALE: 1/4" = V-0" p v4 ' DRAWN: MH/MS —tc�•e 1 a SCALE: JOB#: 6/17/2022 SHEET NUMBER: A- 3 REVISIONS: H El O 1--�I W O W EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" O O W W w � Z a w � H Q H O �n M 'Cr O H 4J to V tm d+ u 5 Lo U � :° N 41 " v .r W W O L:l LiN 00 P4x PROPOSED WEST ELEVATION �� J SCALE: 1/4" = 1'-0" ' c�`' ` A�`� �jA r5. i 1 DRAWN: MH/MS + � Y � SCALE: J i� ar JOB#: � r! 6/17/2022 r� 1E f SHEET NUMBER: 0 4 A-4 REVISIONS: < SUMP AND 1111 SUMP PIT❑ ��. • O••' .-•-•-i.•�1nO EXISTING BASEMENT FIREPLACE 7'-0"BLOCK WALL(TYP),CONC.SLAB FOUNDATION ....... ....... ....... Q EX.(3)2%BGIRDER E%.(3)2X6 GIRDER i EX.(3)2XB GI0.DF0. - - �--- - -.__ -.-. WATER ....... ...I .. .. .I... HEATER EX.CRAWL SPACE EX.CRAWL SPACE FURNACE 4gI a 3 � O WELL I Ix OK .ry _ SERVICE TAN WATER TREATMENT � O O O AIR LER I I- 5'0"h WALL- 5'-D'h WALL- — TANK EX.CRAWL SPACE I I I � I I EX.CRAWL SPACE O EX.BEDROOM �I el BARWET "I I I W O EX.DINING IN EX.LIVING ROOM i 00 i 1 N 1 —E%.WI2X275TEEL GIRDER— ---� 1 -- EX.W12%405TEEL GIRDER -----� .�.—.—. . '1 —.—.—.— EX,BATH KlTCHEN EXISTING FOUNDATION PLAN ml I SCALE: 1/8" = l'-0" 3 �I mlIcW EX,ENTRYI EX,BEDROOM I EX.(2)2%10 HDR ❑ EX.PORCH X EX 11-7AW-11 EX.GARAGE FJ""' C EX.PANTRY 0 EXIST. HALL EX.HALF BATH w z i ' Z Z 1 EXISTING 1ST. FLOOR PLAN BUILT IN SEAT SCALE: 1/8" = 1'-0" EXIST. x U 1 MUD ROOM - W 1 V Q 1 I ❑ • fi'�8 CONC.WALL IL EX.MASTER BATH t/^) - Fx1-11-1-1c ® M H EX,BATH O EX,MASTER BEDROOM Lo vo— TO] HALF 11 BATH 11 �. .—...— .—.—.—....EX.WI 2X 90 STEEL 21.LER UNFINISHED ATTIC O vx.2xm rJ m1s<x EX.GARAGE ......................... v C N � G EX,STOR,IGE EX.STORAGE l cm V'a O x Lo m EX.WALK-IN CLOSET 0 O V X O E%.(2)117/8 ML HDR EX(2)11-7/9 ML HDR j 10 1�1 6�n t \ v 1-n U U-) N v + v C) EXISTING B LIBRARY/OFFICE 0 OK 5 FX)FX 7%ID��I ib1A"ACib1R"(Jr H E L V E 5 ( ' N O EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0" OPEN ELLC BLOW VJ EX.BEDROOM 5-715%11-IR POWERLA. — �.'�•F !, 00 EX.LIVING ROOM po Al DRAWN: MH/MS ® EX.KITCHEN Q +(+ `' c J^, {� f SCALE: EX.WALK-IN JOB#: EXIST,_ O CLOSET ( 1. BATH ' "' �' + E' �,,' � 6/17/2022 SHEET NUMBER: A-5 REVISIONS: ---------------• ----------- -� SUMP AND SUMP PIT 0 p o * 1 i 0 0 0 0 : i � 1 1 C •--- FUEL 7,,7,Z,7 FUEL OiL TAnK in u I EXISTING BASEMENT 4�� SOLID CORE DOOR w/ T-0"BLOCK WALL(TYP.),CONC.SLAB WEATHERSTRIPPING AND DOOR SWEEP FIREPLACET-0" FOUNDATION REMOVE EXISTING DROPPED (3)2X8 GIRDER AND INSTALL (3)2X10 FLUSH GIRDER -----OVERLAP EXISTING AS REQ. 1 - -- -- -+M O 1 1 li 1 1 1 1 11 1 WATER ----- --- `-- -' HEATER FRAME STAIRWELL 2X6 STUD WALL EX. CRAWL SPACE EX. CRAWL SPACE e FURNACE EXISTING STEEL COLUMNS UNDER 1 ABOVE(VIF) �n � ® O WELL L O - - — � TANK SERVICE WATER TREATMENT AIR LER O 2X AL NDE O 4W R STAIR 5-0"h WALL 5'-0"h WALL TANK O EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS EXISTING STEEL BEAM EX. CRAWL SPACE rn o� REMOVE GIRDER AT STAIR EXISTING PORCH INSTALL(3)2X10 UPSET -------- Z EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS --------------------------------- v.'•,I 1 ij o' EXISTING PROPOSED FOUNDATION PLAN- INTERIOR CMU C?'.' EXISTING Z Z SCALE: 1/4" = 1'-0" :o CMU N WALLS TO SURROUND STAIRWELL.' W EX. CRAWL SPACE EXISTING SLAB d � CROSS SECTION SCALE: 1/4" = 1'-0" 0 c•� Nom.' G p cn M ai u X Ln y O co �+ �-+ p u O O w � 54m v cu co u m E" Lo U 00 N 0 W W r-i O IM Y I j l :4U1r7 � Ir ' t.''. ,:i7r.�i1� ►Yi EX. GARAGE Cts r'1•` �,,,, �.��.�`��.. Q` DRAWN: MH/MS �fZk SCALE: 0F PIS / JOB#: 8/12/2022 SHEET NUMBER: A-6 REVISIONS: ISLAND EQ EQ EXISTING EXISTING TW3046 TW3046 TW3046 REMOVE EX. DOOR EXISTING EXISTING EXISTING EXISTING EXISTING HDR RE REPS !!X. iN OWS 1 1 I I 1 u 1 1 I I 1 I Z I I 1 1 1 1 i w REMOVE FIREPLACE HEARTH O �� v AND CUT BACK AS REQUIRED W, 1 , O mw l i 1 i I ^ � V IJI IC Z 1 ILL, I IQ i u- EX. BEDROOM , o I� +I Lu — X w ALTERATIONS / n iii n I iQ, 00 NEW WOOD FLOORING 00 � REPk�E EXISTING STAIRIWALLS / loStALL NEW 3'h P)ILING iZ 00 n 1 ( 1 1 w ' CLOSE OJF N I VERIFY EXISTING COLU�NS. w OPENIN �,ILU I MINIMUM HSS 4X4X1/ ; ; Iy ' I TUBE STEEL COLUMN 1 ; ; Z h\\ UNDER EXISTING GIRD[R 1 1 N BOX IN AS REQUIRED ' ' p c V I I CONTINUE DOWN TO, PROPOSED LIVING DINING W � 0 I 1 I I FOUNDATION I F,OkMER KIT HEN 1 1 1 EXISTING BEAM _ ' _ _ _ _ EXISTI G BEAM_ 51-01/2" 21.911 EX. 12X27 STEEL GIRD 1 Ei.W12X4 STEEL GIRDER 1 1 1 BULD UP WALL AND EXISTING BATH w ALTERATIONS CREATE NEW ARCHWAY I o PROPOSED KITCHEN I I 1 z FORMER LIVING ROOMI I ; ; x V 1 i w C—' 21-011 ML 0 15-93/4"± X 3'-101/2"— — — - w ----- ---- `° -------------------- ------- ------------------------------------------------------NEW FALSE BEAM -_o _ x ,w +I Co Lu �- 2'-4" w 1 EX. ENTRY W I WET EX. BEDROOM 00 BAR ALTERATIONS CLOSE OFF I W NEW WOOD FLOORING Z — — — , r — — OPENING ' 1 NEW PAIN RY 3'-9" 4'-111 41-101/2" D I I REPLACE EXISTING 1 F, ° I I DOOR ' EX. (2)2X10 HDR — — — —�— N - - - 19'-91/2" 5'18'/2" EX. PORCH N ]ER (V EXISTING EXISTING EXISTING EXISTING 1A LTER -N 1 1 - I � 1 IV N .11-7 8 WC OD-1 16" EXISTIN WINDOW TO BE REMOVED O CLOSE OFF OPENING z 0 t; LF Ln WINE STORAGE EX. HAW PROPOSED 1ST. FLOOR PLAN- INTERIOR W BATH FORMER RMER P(REFRIGERATED) AN RY SCALE: 1/4" = 1'-0" ALTERATIONS �T� � Z EXIST. - — — — — — — D HALL U �D H MIN.STAIR WIDTH:3'-0" MAX.RISE:8-1/4" O EX. (2)2X10 HDR MIN.TREAD: 9" 11 1 11 11 11 I 1/ 11 1 II II II 1 II 1 11 II II I STAIR AND RAILING TO 11 1 11 II II 1 BE UPDATED 11 11 II 11 1 11 I II II II 1 �- --�-`- Q ' ---------- O OPEN TO v u ABOVE Z 1 i c� cn cu u D ' --------- i t� u H f~ w r x M / IN, Ts Z LnLu v s~ EXISTING EXISTINGq EXISTING 2, 6'-8"CONC.WALL DE �' (MIN. (3) I Ln U r' rn m m 1 N a v I � w3 1 —4Lu o � Io LL I I U P A w/ °^�° ¢ w NEW TEAM C~ S O R EX. BATH I Ce INSTALL HSS 4X4X1/4 �1 GYM z 00 TUBE STEEL COLUMN f-r UNDER EXISTING GIRDER . U Q) FORMER GARAGE v I 7 3'-6"X3'-6"Xl'-0"CONCRETE O (HEAT TO BE ADDED) '¢ W FOOTING REINFORCED z '_--_ w/(4),#5 REBAR each way HALF II BATH N � _ - - - - - - _ _ - - - - - - - - - EX.W12X40STEELGIRDER EXISTING BEAM 23'-13/4"± -- 11'-41/4"± b V ___________ -------°-------------- ----------------- ----- x ------------ EX. STORAGE > I EX. STORAGE 1 u- 1 1 I O ------------ NEW TILE FLOOR J Q ' ! O 1 1 00 J 1bo -----_---__ 1 1 1 1 ^ -rf�t l 1 rKF/R.P`I} 1 1 1 Li / 1 + 6z J7 h 1 I 1 M 0 I REPLACE EXISTING gVERHFAD DOORS WITH NEW DRAWN: MH/MS CLOPAY R50 INSULATED PREMIUM DOORS I ¢J+dYej 1 EX.(2)11-7/8 ML HDR � 1 EX. (2) 11-7/8 ML HD 1 � � ,. ., � �»r SCALE: JOB#: EXISTING EXISTING EXISTING Q 6/17/2022 VERIFY HEADER(MIN. (3)1-3/4X11-1/4 ML) EXISTING ^'� g SHEET NUMBER: A- 7 REVISIONS: EXISTING EXISTING EXISTING EXISTING EXISTING O BUILT IN SEAT o z EX. MASTER BATH p a X EX.2X10 CJ C?16"OC w co c u z Z x m w • D EX. MASTER BEDROOM SHIPLAP TC BE INSTALLED ON 2 WALLS O REFINISH FLOORS z LxX 61..1 u z G W UNFINISHED ATTIC EX.2X10 CJ (cp16"OC O W EX. WALK-1N CLOSET H INSTALL NEW CARPET r O F-� W EXISTING EXISTING I Lj I I J z z t� t_^ X x Lu w PROPOSED 2ND. FLOOR PLAN-INTERIOR _ , W SCALE: 1/4" = 1'-0" I p I � z ZI EXISTING F" O �I LIBRARY / OFFICE w VAULTED WOOD CEILING Z z I W [� a EX.2X10 CJ (@16"OC I U �D I u Q H I NEW RAILING M I 1 i 1 1 1 1 I UPDATE ' ' I STAIR 1 1 1 1 I 1 1 1 1 1 1 —I r 1 I I 1 1 1 1 1 1 1 1 i 1 1 1 I I OPEN ------ --- TO N N BELOW ---------- m m o • V O Inn � >✓.1 +�.. as a; c",,o I �' x o EXISTING'CATWALK ABOVE TO�E EMOVED.CEDING TO BE OPEN TO A� - --- / 0 m v ob I \ >� EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING � �1 lyll OPEN UP WALLS , u ^j REMOVE€XISTIN6a; � U � CIRCULAR STAIR — ——--- -- h I I ( C� m UI (VIF WALL ABOVE) L - - J co v Q) #2 H~ (2)2X10 DF FLUSu — — — — — J N � W t~ V O IN � J V- -+ W _______---- I1---1 u Q VLA ----- _ - 'I 0 I x = U ---- ------ 1 O O N J 4 N Lu O F„a EX. BEDROOM V ----------- _ � O �y x NEW WOOD FLOORS U) z u ------------ 0 E------ E=P(x N ----------- - - — - — - - - - - - - -EX1STILLCUAM - - - - - - - - - - - W x ___________ 5-1/2X11-1/2 POWERLAM �-+ W ----------- z Z 3 ___________ EX. LIVING ROOM � Fx x Lu ----------- V �i O WET BAR FORMER KITCHEN O x ,. Lk C R X EXIST. EX. WALK-IN W BATH �o� I✓ '1, CLOSET ,3 •A ALTERATIONS �� �►' '.;,�`j.tr '` �' LAUNDRY t A ROOIONS DRAWN: MH/MS SCALE: JOB#: EXISTING EXISTING EXISTING f' .Otz 1`1E 6/17/2022 SHEET NUMBER: A- 8 REVISIONS: Generated by REScheck-Web Software Compliance Certificate 3 03 03 Project WORCESTER HOUSE Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration 1)11/4 1 1/4 1 1/2 111/40 /4 1 1/4 1 F1/2 *111/4 11/4 1 1/44Climate Zone: 4 (5331 HDD) LAV. LAV. W LAV. SINK W C Permit Date: Permit Number: W.M. SHO ER BAH SHO ER Construction Site: Owner/Agent: Designer/Contractor: 4355 ALDRICH LANE EXTENSION MATTITUCK, NY 2 3 ()11/4 1 1/2 1 1/2 2 3 0111/4 2 ()11/4 ()11/4 I C.O. C.O. ( 1 C.O. 3 �,a�kt;,,�„R '-'���: `�)�-�-�. a'�rtl�� ` '���: ` '1 -,g, ±-�'. °,a�,w� �. r,. �C• �$"+,'..�w.�_...._�..w...__�..._..._._u. ..___�_.._..,.......... .....m 3 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Z 1 1/4 11/4 O 11/4 11/2 11/4 P 11/4 11/2 11/2 1 1/4 1 1/4 4 11/4 1 1/4 GARAGE Ceiling: Flat Ceiling or Scissor Truss o LAV. LAV. SINK SINK LAV. e LAV. a Exemption: Framing cavity not exposed. """ W.C. W.C. W.C. 13„ D.W. W.M. BASEMENT STAIR WALLS:Wood Frame, 16"o.c. 244 19.0 0.0 0.060 0.060 15 15 B H SH ER F.A.I. �W GYM:Wood Frame,16"o.c. 1,020 19.0 0.0 0.060 0.060 53 53 C-•74 OVERHEAD DOORS: Solid Door(under 50%glazing) 128 0.020 0.320 3 41 1 1/2 � 2 11/2 3 11/4 2 3 Window:Wood Frame 15 0.270 0.320 4 5 C.O. 1 3 11/4 2 1 C.O. C O C.O. 1 11/4() 3 011/4 SHGC: 0.34 11/4( 3 1 3 1 C.O. 1 C.O. Door: Solid Door(under 50%glazing) 21 0.280 0.320 6 7 3 3 3 O 3 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 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. rT� Name-Title Signature Date 4 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE PLUMBING SCHEMATIC SCALE: NOT TO SCALE Project Title: WORCESTER HOUSE Report date: 05/12/22 Data filename: Page 1 of 1 _O Z Q w 2.. H O 2„riw w Z z 2„ W U, q H FASTENER TYPE: SPACING: r � No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC tin. EMBEDMENT LENGTH ® © o o ® © o 0 No. 10 WOOD-SCREWS BASED ANCHOR WITH 16"OC tin. EMBEDMENT LENGTH o 1/4in.dia.LAGSCREW N o BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH x O+ © ® O O ® O O pp P� tri o U 3/4"APA PLYWOOD >41 x o SHEATHINGw U 1/2 APA RATED SHEATHING v M °j 00 GRADE PLYWOOD (ALTERNATIVIVE: 7/16"O.S.B.) o o 99 ® ® G o U 1/2"APA RATED SHEATHING U-) U W GRADE PLYWOOD ® ® v cn (ALTERNATIVIVE:7/16"O.S.B.) 00y v N � W FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED nEMBEDMENTLENGTHLENGTH ITH 10"OC © o WINDOW SILL TYPICAL WINDOW OPENING No. 10 WOOD-SCREWS U BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 2in. EMBEDMENT LENGTH THAN 4 FEET `n 1/4in.dia. LAGSCREW BASED ANCHOR WITH 16"OC 0 O N in. EMBEDMENT LEN TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC U THAN 6 FEET AND NUTS @ 2'-0"O.C. 2in. EMBEDMENT LENGTH No. 10 WOOD-SCREWS BASED ANCHOR WITH 9"OCTYPICAL MULTIPLE OPENINGS tin. EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET f AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC W THAN 8 FEET 2in. EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL + AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING �► � . .�4� DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" eke kt ,I SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO JOB#: 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 NUM SHEET NUM'�„` , �� 6/1 ~ . ��� BER: CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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-9 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 ° o ENDWALL RAFTER CRIPPLE STUD WALL STUD BOTTOM PLATE o RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL 0 RAFTER JACK STUDS ro FLOOR USP NUMBER DESCRIPTION APPLICATION HOLC DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLC DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD Q THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR Q� METAL STRAP ,wJ CRICKET AT TOP—SIDE OF VENTILATION CHANNEL W RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION � WOOD JOIST SIDEWALL FLASHING BLOCKING FOUNDATION TOP PLATE 2x4 LEDGER BLOCKING O ' FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDSBETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA 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 J 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 AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / / 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 20ga. 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 BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME C EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O W 54 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT FO'" WOOD JOIST W TOP PLATE GIRDER/HEADER U SIDE WALL FLASHING (> 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD E FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS p-1/ AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O v� 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTUREDcn KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS CONFORM TO SLOPE / 8" — 16" MSTA48 1-1/4"x48" 16ga. 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 SHIELD N SILL GASKET , r SUBFLOOR WOOD JOISTS / 4 0 NEOPRECONC. SLAB GASKET ,,�. ' o� U TTP. CONC. FOUNDATION /� 2x6 /2x8 CONTINUOUS WOOD PLATE x ,n ,--,� v C 6 MIL. POLY O m .-' DAMPPROOF EXTERIOR BOLTED TO STEEL BEAM WITH = rn m o 6MIL POLY ON EXTERIOR V GRANULAR FILL ° ° STEEL COLUMN \ ra �� 1/2 " DIA. BOLTS @ 48" o.c. STAG. Q `� x o m V , P cz (� w ° ^ ° d ° 4 _� D �, ° ROOF JACK �� ``` u u 'y Un CONC. SLAB ° \ STEEL BEAM O00 r ° /� o \. v ANCHOR BOLT EMBEDMENT: I I `� u ° V C COMPACT FILL ° ^ POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL m BLOCK WALL: 15" TOP AND BOTTOM PLATE '� ROOFING LAPS y ° ° a ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT U m KEYWAY FOOTING o /� •.. cn ° ^ CONC. FTG. p Q`p L D SIDES AND TOP a' — ct ° : 4 ANCHOR BOLT CONNECTION USE vViTH 3x3 SQUARE WASHERS ` 1/2" GROUT N v E v a a o (USP LBPS58 OR BP583) .` ori] � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN I ( I DRAIN TILE D SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL ) U)TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING [� WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL U O Lo SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST N COMPACT FILL ' DOOR Q USE 2X8 STEEL BEAM FOR B LOC KOUT ` 4" SLAB W/ 6X6 WMM I SLOPE P.T. PLATE VL 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT U 1/2" AIRS ACE < < ° ° 7"1 � e • e (WITH A NAILING PLATE IF NEEDED) x THAN AT END AND ES OF WOOD ,L ° ° °•° < ° ° e STOEEBL BEAMOX.TO 1ALLOWF ORGHER SHRINKAGE ° '=--q------cT--"--z ° ° ° BEAMS _ D D D D 'a o GRADE c' _ _ I— I ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. d L—m I )T(= MIN. ` 'a ° D '� `1', `1'� /1', ° ° `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —1�1 n —I� �SUBFLOOR _ s D •� 4 REINFORCING BAR e NOTCH EQUALS 1/4 DEPTH OF BEAM 11111 ° D O ° .o ° II=�I 01ST . D b REINFORCING BAR ° II1- DR,41N TILE i f•--�I cQ d° II I ' d \�° � ° � ° I 1=P AR, SHEET METAL / 30# FELT UNDER BEAM AT POINT TI n ° ° STEEL BEAM12' OF CONTACT WITH CONCRETE OR CONC. BLOCK , o• c 3" PLATE (BOLTED TO BE, N TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM yREINFORCE FOOTING WITH (2) #4 REINFORCING BARS. � r �'' DRAWN: MH NIS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 4. !,f �`� n, �, SCALE: JOB#: BEAM POCKET6/17/2022 SHEET NUMBER: r 0 �-- A- 1 0 REVISIONS: NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: CIENERAL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMO 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: DESIGN CRITERIA intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH UNIFORM CODE TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMO JOIST g y p g g p p FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)8301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7 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) U360 should be adhered to even if invariance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGS CONCRETE WALLS (6"THICK) 85 (GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (8301.5) PER 20 SQ. IN. 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 late, or bottom late with uplift NON-SLEEPING ROOMS 40 P p p EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) Z specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 -16d COMMO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES ATJOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 -16d COMMONEA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 -16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at theanel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: w p g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 8314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inchsum wallboard on the interior attached with 5d cooler nails at 7o.c. at panelO.C.yp tittil " HEADER TO 16" OFACE P 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH 8315 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 COMMO PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O FOUNDATION NOTES: Typeq appropriate BOTTOM PLATE TO: !� 11 exterior factors shall meet the requirements of table 3.15a-b times the ro riate FLOOR JOIST BAND JOIST 2 -16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA W length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 w 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. FLOOR FRAM 1 N G: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD H 7). INTERIOR SHEARWALL CONNECTIONS: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. 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. 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 occuring in exterior or unheated interior areas. 4 - 8d COMMON 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:SHEATHING LOCATION Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any neve concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. NOTES 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 3.5. TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be 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: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 3 - 16d COMMO @ @ 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 W Z 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 COMMO JOIST NAIL O Z ft 8x16 cast iron foundation vent for every 150 sq. . of area. W 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 W THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAILW d - 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). DrainagE! as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. x U Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 w H FRAMING NOTES F H EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. C) H into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL p43). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION O Edition WoodFraming Construction Manual. Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For M 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. 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. `r 'WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. ' CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING g g 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS ,- Bearing wall headers to have (2) jack studs and (2) full length studs on each side of allWALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. - 8d COMMON @ 12" O.C. 6). Concrete piers shall be a minimum 6" above grade. SEE NOTE: 3 m N I~ openings. LVL headers to have (3) jack studs and (2) full length studs on each side of m 4 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATHING: 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES o LO . openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL m o ... to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLYTO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O " and blocking where applicable. QTY. SPACING l� 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 -d z v 5). All flush beams/headers to be installed with heavyduty galvinized hangers and 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall �, M .2 y g g PANELS WFCM - SBC � , anchors where applicable to all connecting joists. PLUMBING NOTES be used. � d., 7/16" OSB 3" O.C. EDGE 4 � PLYWOOD 6d COMMO 6" O.C. FIELD 2 . Tabulated 12 inch o.c. nail spacing 6). Double tip 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 ) p ting assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. � u Cn on plans. WALLBOARD Sd COOLERS 10" O.C . FIELD N G v 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: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 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. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. PP STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) H 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED U Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q 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. P4 needed. 2 HVAC subcontractor is to full dill system data requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. r )' y coordinate ayem ata anre qrements with 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 CLEAN ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, E 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 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the 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. x 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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 p � to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an ice &Water barrier or ,,�:-=-:;•,� . approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section 8314 +��► ; c t torch down type material over. and R315 of IRC. -k 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G x 4 DRAWN: MII/MS 4'=:' +I3 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal OR APPROVED EQUAL.INSTALL WITH CAP 4F SCALE: AND BASES.USE WITH FLASHING CAPS TO COVER TOP JOB#: k 6/17/2022 .r •� e SHEET NUMBER: A- 11 A 55e Ssof— 7REVI SIONS: SCTM # 1000-112-1-12.2 & 13 (ZONE R-80) L 0 N DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: > .Sog�'Q , / S 222,882.0 SQ.FT. PROPERTY: [LOT 12.2:44,800 SF] 5.1 ac. �` o •��� ,` � D S � 4 L O � r" [LOT 13:178,082 SF] pr i V `V D `SJ 0 Is L A PROPERTY WETLANDS: -55,944 SQ.FT. -1.3 ac \ \O �---` �/`- ` _`_- � 20 � OQ// 'uAARDyr R ./ Q 0�/ w FD o Dz s S 0 BUILDABLE PROPERTY: 166,938.0 SQ. FT. 3.8 ac \ `-- "- �0 23/ D ESTIMATED AREA OF 4r` € 5000 SQ.FT. p o \ ^ C) -_, \O `�- ,`_- 20 0Q�/ RPoRNT GROUND DISTURBANCE: Q O /�` __ Q 07 PR 4NF n, EXISTING HOUSE: 3512.7 S FT. Y EXISTING COVERED PORCH: 42.0 SQ.FT. 0.02 -7c EXISTING SHED: 120.1 SQ. FT. 0.07% EX.2ND.FL.BALCONIES 131.8 S FT.\ �p \ PROPOSED WALKWAY: 253.4 SQ.FT. 0.15 PROPOSED NORTH DECK: 261.OS FT. 0.16%_ Q• 6 CU.YD. 2 CU.YD. PROPOSED WEST PORCH: 34.5 SQ.FT. 0.02% 3 CU.YD. 1 CU.YD. - ! , ' / . �\ ___ _\ \`\` $ \ _/ _ `` `�`\` PROPOSED EAST PORCH: 66.0 SQ.FT. 0.03% 3 CU.YD. 1 CU.YD. — '�� TOTAL: 4421.5 SQ.FT. 2.62% 12 CU.YD. 4 CU.YD. ram, - PINNACLE LAND SURVEYORS LLP {'.1..1 `gam \ & OUNDSBY: METES B F SURVEY DATE: MAY 20,2021 / COASTAL ERROSION HAZARD LINE AS ___`_-'__ snr FCNa_Nc_ DEPICTED ON COASTAL EROSION HAZARD A.. +•�- \ _ _-__ - -/ AREA MAP TOWN OF SOUTHOLD //'-" - - '09 6/-- _ ��---_ \ ,1\ ' _ �` 1..`. ,•.,.-...�..' �,I r_* s� PHOTO No.59.529-83 SHEET I OF 49 / , -/- --_ a ` '\ FRM�iEDD HI­SE ``1- �I o I / ZA O E - •». ' / _ , -. / DEPICTED ONOCOASTAL EROSION HAZARD / J AREA MAP TOWN OF SOUTHOLD I 1 s U'AT'�D� 1 ,� g 2�22 / _ ♦ , \ ,/ \\ sroaw /' \ , -• PHOTO No.59-529-83 SHEET I OF 49 4u i,(n 1 I L \\xl:r c no.FL:y 6nY \ , -\\ cl \ \ , / ,� EZlsr�ovERED � /♦ ` mnc /B [GvYON, 7L \\ `\ t ;\ \. I 11 '`\, bbb ^ , APPROVED AS NOTED `\ L \\ I 1\ �\`// ro \ \`\ I \ wRACE `/'_ \\ `\ \, _` 4MV0.DRRIkWAY` `\� , -,� a s B.P DATE:y FEE By. NOTIFY BUILDING DEPARTMENT AT DRA DRIVEWAY 631-765-18Q28AMT04PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING s. INSULIN w 4. FINAL-CONSTRUCTION MUST � 0 BE COMPLETE FOR C.O. / - ALL CONSTRUCTION SHALL MEET THE � � z FTHECODES OF NEW Q w REQUIREMENTS YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONST w Z SO Ep, U I--/ ON w /mil ca IC zL / 1 , / c 1' S Qp 08 ,e_ 1 _ .. 1 �'l/- - c /` t^ y SQ Q, 00 e ANT a _ ,/ f` ;•\ I 1 N //ZIA ���l S \f ^/= 'N RUCT/ / f v)f 70 ,b_ 1 _ \ TRANC S ,QO 0 \\ \ \ \ -- -- JQ 0 001I \f R1cTyT° S �Q OQ f ti. - 1 _ (1 W 08,0 �, '`` '` _ �' u e A 1co W f S �O p 08'00// f�f ''7 _• y`.�\ :, � �II 08 IV ' A EEC; v A.EXISTING SITE PLAN wl'i"' ROPOSED SITE PLAN- SCALE: 1 " = 50'-0" SCALE: 1 " = 50'-0" r z� ° DRAWN: MH/MS SCALE: JOB#: 11/7/2022 SHEET NUMBER: S- 1 REVISIONS: o L 0 � N s 0 % 1SL 9 F At SO \ �0 N 1) \ - - - 23f 2 00 APPARENTHlG,WA 00 07 TfR II NE O5j20�?OZl o . f \ riv A3, ` \ \ \ — \ BOA 0�BLUFF \ Qj - - \/ o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ O \ \ \ \ - \ Or b \ zejpp nO- \ \ / // —k0-4 \ \ \ \ \ \ r z � SILT FENCING p u / — �u \ .\ I w WALKWAY 0 PROPOSEDDECK \ICONRETEI / r 62.2' 4.0' WjSHO� i / COASTAL ERROSION HAZARD LINE AS ' — — — ' _ \ / DEPICTED ON COASTAL EROSION HAZARD x+ " I m ' \ z� _ ^� AREA MAP TOWN OF SOUTHOLD ^U AC❑ ry g ILOCAOTIONI U I ` - ' " I-� L CO o a PHOTO No.59-529-83 SHEET 1 OF 49 1T \) FRAMED HOUSE 5 0' i C" \ \ ACE] Q O M EXIST.COVERED \% PORCH PROPOSED 2ND EXISTING Y PORCH / ' \ o 6.7' 40.7' \ \ \ \ AC / wm E EX.2 STY. a N \ GARAGE 0 4 \ O O OLr) r�-1 \ GRAVEL DRIVEWAY X � GO \ roN \ — \ \ \ \ d+ c 011 00 cq PwKm'%kOPOSED PARTIAL SITE PLAN oil SCALE: 1 " = 30'-0" SO ER O Ds i NCO crov / / / ♦ _ _ _ / / . "4 '° ,1 c'• DRAWN: MH/MS ° s2 f SCALE: JOB#: 11/7/2022 .�fr. 1E SHEET NUMBER: S-2 REVISIONS: dC �J H Ill II OF W �n �7 H O F--i I ' F--1 I Li I i NEW OH DOOR (SEE PLAN) i NEW OH DOOR (SEE PLAN)MY �c� W z V) O z 0 W O PROPOSED SOUTH ELEVATION w � SCALE: 1/4" = 1'-0" w W z a U U w F-LI Q 0 M d' O N C71, To V cn m o .x t rn U a, N 4J W -Ji Ll i iL-1 i L 1 W V O N N V tip .1 14 DRAWN: MH/MS A SCALE: EXISTING SOUTH ELEVATION JOB#: SCALE: 1/4" = 1'-0" � N ivy/2ozz r. SHEET NUMBER: = � .ate' aE A � REVISIONS: Hill nn Jl — — — PI I I I I I i --- — I' h �d �+Y i •------ —gip H^^ PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" w z � O z W � H � x W � H u q H O � M� M O u u 5.1 Pq -> v v m ucu E Lr) U m G �,It _� U] � v N .G W LJ U � G LL N V EXCAVATE(MIN 6"FROM TOP OF FOUDATION) EXISTING EAST ELEVA SCALE: 1/4" = 1'-0° DRAWN: MH/MS SCALE: 1` 'Y JOB#: 11/7/2022 SHEET NUMBER: .O 1r 1� A-2 REVISIONS: - - _ _ - u - - - Cio Z F1:11 F-- IIIIII I HIM HM I J Ili LJ I I I I 1 11 1 1 1 11 1 11 11 PTY�"l —Lj1 1 11 1 1 1 iFTLTL�I I LT— ' o � - O H Q Q PROPOSED NORTH ELEVATION p SCALE: 1/4" = 1''-0" Z W ¢ z a W u H U A O � M O r-1 _ N G O v 0 M M p c" O - O m -� z v u" � u u Qj 011 co I'D .- It N � W LilW H O nil LJ Ui N tVn x d k EXCAVATE(MIN 6"FROM TOP OF FOUDATION) G - 1RT EL A DRAWN: MH/MS SCALE: JOB#: 11/7/2022 ' p® SHEET NUMBER: -r 4E A- 3 REVISIONS: — i - - O r ♦ _ r r ♦ r ♦ r ♦ 1 r ♦ - r ♦ r ♦ r ♦ r ♦ l ' r ♦ ♦ r I n�� ♦ r ♦ r ♦ r ♦ r ♦ rr ♦ r ♦ r ♦ r ♦ r ♦ r f PROPOSED WEST ELEVATION w SCALE: 1/4" = 1'-0" p O W � w z H � � W � H M O r-4 v O rn Ln c `-a �GL v � � � a di V Lo vco ♦p U] v Q) ) wLic� w O E=n( N d U EXCAVATE(MIN 6"FROM TOP OF FOUDATION) EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS *u +% 4 1I SCALE• �d4° Rf JOB#: 11/7/2022 SHEET NUMBER: r$..tyta' 1� A-4 REVISIONS: SUMP AND ISUMP PIT ..�..xi...O..a ........O.a I _I �I EXISTING BASEMENT EX.BEDROOM � FIREPL4CE A J,CONC.S FOUNDATION VAT r AR nI BAR Q : EX.(B)IXB GIRDER EX.(3)1X8 GIRDER : EX.(3)2X8 GIRDER I I ` ' EX.DINING c WATER ••• •'CI I •• BIT EX.LIVING ROOM I I Y.. HEATER O N J EX.CRAWL SPACE j 1 X.CRAWL SPACE �I I FURNACE I1 EX W12X27 STEEL GIRDER ' I EX.WI2X40 STEEL GIRDER , —•— —•�•—.—. —�y.��—� 1 .—.—.—.—.—.—.—.— '^ OWELK I Iry _ SERVICE ✓="JL.N '1 WATER TREATMENT - EX.BATH Saum ol y O �j j 6'�0"li WALL 5'-0'h WALL TANK �I �I EX.CRAWL SPACE EX.ENTRY ( I EX.BEDROOM EX.(2)2XIO HDR ❑ EX.PORCH a V1 FJ®16.00 EX.PANTRY �� O EXIST' HALL EX,HALF BATH EX,CRAWL SPACE W EX.(2)2XI0 HDR I I 1 1 1 1 EXIS 1 MUD ROOM I I 1 I 1 ----• El AL l^ X H O HALF II 11 BATH EX W12X40 STEEL GIRDER 11 _ OEX.GARAGE EX.GARAGE ........•............... ......................... EX.STORAGE EX.STORAGE V� O [7/71 z EX.(2)II-7/B ML HDR EX.(2)11.7/8 NIL HDR �C ----------- .............. ^1 W •O BUILT IN SEAT W ¢ z EXISTING 1ST. FLOOR PLAN EXISTING FOUNDATION PLAN SCALE: 1/8" = 11-0" SCALE: 1/8( — 1 0 x U � W � H EX,MASTER BATH u O to M N ><Y0 ❑ EX.MASTER BEDROOM UNFINISHED ATTIC FX.2XI�LJ m16'OC EX.WALK-IN CLOSET O� N � m e oL ON vo a t O w u .� p v oob \ Lr) U (13 00 EXISTING a� B LIBRARY/OFFICE o t-t7 o K S EX.2%10 CI,>s16"OC „ H E L S &Ole, r/X WJ uu u N Ny OPENO i0 BELOW N O x EX.BEDROOM 5� • a F — —- —61l1%Il t/2 POWEP. — yµ �!A r ! ) EX.LIVING ROOM EX.KITCHENli • "� ! I t ® EX.)PALK-IN ,.. ,I zp 'I•_, a° j{,�d+/a�`� F1SM CLOSET BATH {Q� ,r, , ' .�• 'r DRAWN: MH/MS O SCALE: JOB#: 11/7/2022 SHEET NUMBER: EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 11-011 A-5 10, 431-611 REVISIONS: 0 p1-61, 81-611 0 p1-611 81-611 p1-611 C " v 11 1 1 1 I 1 t 1 1 1 1 1 -------- ------ ----- - - - -- --- - ----- -- - ---- 1 I I -- -- - - - 1 1 ,v (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER a-'--- a---- a---- ----- a-----• a----' 12"dia.CON(.PIER CUT OUT WALL FOR COLUMN ABOVE I OVER 2'X2'X1'FTG o ' INSTALL NEW 24"X12"POURED CONCRETE O E9h— . MIN.3'BELOW GRADE u ' 1 qr ' WALL,WITH#5 REBAR,HORIZONTAL TO ' ON UNDISTURBED SOIL u O LEDGEk BOARD TO BE FASTEN DED ¢ a ' TIE INTO EXISTING BLOCK FOUNDATION TO BgILDING WITH TIMBERLOK® CUT OUT WALL FOR COLUMN ABOVE INSTALL NEW 24"X12"POURED CONCRETE X @12"OC.DAMPPROOF EXTERIOR AS REQ. SELF-COUNTERSINKING SCREWS WALL,WITH#5 REBAR,HORIZONTAL TO TIE INTO EXISTING BLOCK ^' I WALL PORTION TO BE INSTALLED ON BY O�YMPIC MANUFACTURING FOUNDATION @12"OC.DAMPPROOF EXTERIOR AS REQ.WALL PORTION TO BE 42"X42"X12"CONCRETE FOOTING 2 SCREWS @ 32"O.C.) INSTALLED ON 42"X42"X12"CONCRETE FOOTING ON UNDISTURBED SOIL UNDISTURBED SOIL 1 1 1 I Piz 1 1 1 1 .J 1 • • I 1 I Q1 1 1 1 J J SUMP AND I 1 1 r 1 ' a SUMP PIT I o p o 0 1 1 o p o 0 1 ----- uj I I 1 I _ 1 i l0 La______-__ a________ O FUEL DIL TANK FUEL UI'_TANKin C)N 1 EXISTING BASEMENT 4 SOLID CORE DOOR w/ WEATHERSTRIPPING T-0"BLOCK WALL(TYP.),CONC.SLAB AND DOOR SWEEP cl, I111 1 T-0" V Jill 1 FIREPLACE REMOVE EXISTING DROPPED O IIII 1 Jill I , FOUNDATION (3)2X8 GIRDER AND INSTALL ¢ (3)2X10 FLUSH GIRDER - X IIII I OVERLAP EXISTING AS REQ. in l I 1 I 1• �_ _ L_ \ I IIII 1 Jill I - — - — - —� - —�- — - — - — - —+,: - - , - — - — - 2X8 AC •--IMI-I i i •' --1- ? r- I @ 16"OC t lj�Ii�; i �p WATER a------ I Jill HEATER X FRAME STAIRWELL i I11 1 i 2X6 STUD WALL EX. CRAWL SPACE Jill I O Jill 1 EX. CRAWL SPACE EXISTING STEEL IIII 1 N w FURNACE COLUMNS UNDER 1 IIII I J ABOVE(VIF) M J - V IIII I - r OI IIII I U IIII 1 / ¢ IIII I 00 t O X IIII 1 O _ WELL TANK SERVICE N Jill i �•.{ WATER TREATMENT IIII I t� IIII 1 ® ® AIR LER 2X4 WAL UNDER STAIR Ll - - - -" - - - - - - - 12"dia.CONC. PIER5'-0"h WALL 5'-0"h WALL 4'-0 OVER 2'X2'XI'FTG MIN.T BELOW GRADE TANK ON UNDISTURBED SOIL � O EX. CRAWL SPACE Q Q EXISTING PORCH ----------------------------------------- w zW W� d z w u H u Q H d � EX. CRAWL SPACE 0 M 'd- N E PROJECT NORTH- 12"dia.CONC.PIER o PROPOSED FOUNDATION PLAN OV T BEL 'Xt'OW GRRAA MIN.3'BELDE N � SCALE: 1/4" = 1'-0" ON UNDISTURBED SOIL rn Yu, cII• I as a, O - , 1110 III O � 00 •r III �V •+-K ";aU 2X8 ACID D1 � cv I� 1 III¢ @lb"OC � C X rr�' r Gcu I I I I N { � v C'rJ O I.L] 4'-6" 70, w d V O d N EX. GARAGE 00 Sri r .+Y'', �tARe , k I �' ► 1 •J��^ } � DRAWN: MH/MS SCALE: JOB#: -oir INe 11/7/2022 ''•�•.^ti --- SHEET NUMBER: 3�7s� A-6 a----- eJ,�m a,_: n�_--r•_-zr._-�r� �r �� .. REVISIONS: v 1 11 III "R©POSEV 1 _ J ISLA I I ..._.._._�W.._..�_._.... _ I11 Q '- ''ART-(-DK-IC ;;; -D __PRO 6$`eEl6 R311.7.1 WIDTH R311.7.8 HANDRAILS 1111 11 I WAL VU/'l STAIRWAYS SHALL BE NOT LESS THAN 361NCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE IIIII IIIII PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH HAN DRAILS SHALL BE PROVIDEDON NOTLESSTHAN ONESIDE OF EACH FLIGHT OF STAIRS WITH EXISTING EXISTING ;;, OF STAIRWAYS ATAND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL FOUR OR MORE RISERS. J BE NOT LESS THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27INCHES WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. R311.7.8.1 HEIGHT ' (3)'1 -o HDR 4-1/2X4-1/2XI/4 INSTALL NEW W24X229 STEEL HEADER 4-1/2X4-1/2Xl/4 41-011 J HANDRAILHEIGHT,MEASURED VERTICALLY FROMTHESLOPED PLANE ADJOINING THE TREAD ' 1 , TUBE STEEL R311.7.2 HEADROOM TUBE STEEL NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALLBE NIOT LESS THAN 34INCHES AND NOT TOP OF W( DOWS TO TCH TOR COLUMN p COLUMN J� THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8INCHES(2032 MM)MEASURED MORE THAN 381NCHE5. w I l VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR 1 W_ , 3X3X1/4 , , , SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.8.2 HANDRAIL PROJECTION Z TUBE STEEL REMOVE FIREPLACE HEARTH — — V I v wl COLUMN i i R311.7.3 VERTICAL RISE HANDRAILS SHALL NOT PROJECT MORETHAN 41/2 INCHES ON EITHER SIDE OF THE STAIRWAY. AND CUTBACK AS REQUIRE j C) ' ¢ �' V ( , I A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151INCHES BETWEEN FLOOR R311.7.8.3 HANDRAIL CLEARANCE j ul \ ' iO i LEVELS OR LANDINGS. -w x ' ' HANDRAILS ADJACENTTO A WALLSHALLHAVEA SPACE OF NOTLESS THAN 11/2 INCHES BETWEEN J ^ m, LL (ly ; ; i R311.7.5.1 RISERS THE WALLANDTHE HANDRAILS. EX. BEDROOM No. 2 % O I� Q I p ® ' ' J ) THE RISER HEIGHTSHALL BE NOT MORE THAN 81/41NCHES.THE RISER SHALLBE MEASURED 00 f-. v p R311.7.8.4 CONTINUITY ALTERATIONS / +( 11 � O 1 , \ < < VERTICALLY BETWEEN LEADING EDGES OFTHEADIACENTTREADS.THE GREATEST RISER HEIGHT NEW WOOD FLOORING 00 ' - - I I I I w' '3 l7 WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/81NCH.RISERS HANDRAILS SHALLBE CONTINUOUS FOR THE FULL LENGTH IOF THE FLIGHT,FROM A POINT DIRECTLY / Ix Lu I I I I > I co Z -+ < ( SHALL BE VERTICAL OR SLOPED FROMTHE UNDERSIDE OFTHE NOSING OF THETREADABOVEAT ABOVE THE TOP RISER OF THE FLIGHTTO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE _ O � w, I , AN ANGLE NOT MORE THAN 30 DEGREES(0.51 RAD)FROM THE VERTICAL.ATOPEN RISERS, FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR SHALLTEFIMINATE IN NEWEL POSTS OR SAFETY v ' x <O OPENINGS LOCATED MORE THAN 30INCHES,AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE TERMINALS. CLOSE OJF X I REMOVE EXISTINCI2 I %J VERIFY EXISTING OLUMNS. '+' =V 1 BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE. OPENIN Iw gT�IR WALLS INSTf LII MINIMUM HSS 4 X1/4 Z / R311.7.8.5 GRIP SIZE I I LEW 3'h RAILING I TUBE STEEL COLUMN u R311.7.5.2 TREADS UNDER EXISTING IRDER �x ; J REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT i I p w THE TREAD DEPTH SHALL BE NOT LESS THAN 9INCHES.THE TREAD DEPTH SHALL BE MEASURED Q ' BOX IN AS REQUI�ED m w x ' ' GRASPABILITY. 7 CONTINUE DOWN TO PROPOSED LIVING DINING Nv J� HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OFADJACENT I` S TREADS AND ATA RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATESTTREAD DEPTH TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT O FOUNDATION I FORMER KITCHEN v� Z i l WITHIN ANY FLIGHTOF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8INCH. LESS THAN 11/4 INCHES AND NOT GREATER THAN 2 INCHES.IF THE HAN DRAIL IS NOT CIRCULAR,IT F--1 SHALL HAVEA PERIMETER OF NOT LESS THAN 4 INCHES AND NOT GREATER THAN 61/4INCHES AND L� 5 R311.7.5.3 NOSING$ [-� ' EXISTING BEAM ' _ ' EXISTING BEAM _ _ , 1 A CROSS SECTION OF NOT MORE THAN 21/4INCHES.EDGES SHALL HAVEA RADIUS OF NOT LESS — " — " " — " — " — - — - — - — " — " — " — " — " + ' ' NOSING$AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE RADIUS OF THAN 0.01 INCH. 5'-Ol/2" 2,-9„ EX. 12X27 STEEL GIRD �I EX.W12X40 STEEL GIRDER , , 1 v 1 C CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH ORA BEVEL NOT GREATER THAN I/2 Z " I I ' I ' , , INCH A NOSING PROJECTION NOT LESS THAN 3/4 INCH AND NOT MORE THAN 11/4 INCHES SHALL TYPE It.HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES SHALL HAVE A GRASPABLE 6 I 1 BE PROVIDED ON STAIRWAYS.THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN W RELOCATE BULD UP WALL EXISTING BATH 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OFTHE PROFILEAND HAVEA DEPTH x DOORS AS AND CREATE , I ) SMALLEST NOSING PROJECTION BY MORE THAN 3/81NCH WITHIN A STAIRWAY. w ALTERATIOIS I I M O PROPOSED KITCHEN I 1 1 ' ' J OF NOT LESS THAN 5/16INCH WITHIN 7/81NCH BELOW THE WIDEST PORTION OF THE PROFILE. 6„ REQUIRED NEW ARCHWAY I I EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN I 3X3X1/4 i THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8INCH TO A LEVELTHAT IS NOT FORMER LIVING ROOM I I I TUBE STEEL ' ' < < 111NCHE5. LESS THAN 13/41NCHES BELOW THE TALLEST PORTION OF THE PROFILE.THE WIDTH OF THE i:t u COLUMN R311.7.6 LANDINGS FOR STAIRWAYSHANDRAIL ABOVE THE RECESS SHALL BE NOTLESSTHAN 11,/4INCHES AND NOTMORETHAN 23/4 INCHES.EDGES SHALL HAVE A RADIUS OF NOT LESSTHAN 01.01 INCH. 0 THERE SHALL BE A FLOOR OR LANDING ATTHETOP AND BOTTOM OF EACH STAIRWAY.THEWIDTH �� 4 = PERPENDICULARTO THE DIRECTION OF TRAVELSHALL BE NOTLESS THAN THE WIDTH OF THE 'M LL FLIGHTSERVED.FOR LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH ' ____ NEW FALSE BEAM ' , AT TH E WALK LINE AN D THE TOTAL AREA SHALL BE NOT LESS THAN THAT OF A QUARTER CIRCLE J O WITH A RADIUS EQUALTO THE REQUIRED LANDING WIDTH.WHERE THE STAIRWAY HAS A �I O i 'Lu It Co '3 ' STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVELSHALL BE NOT LESS THAN 36INCHES. O , w i EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED ATTHE TOP OF AN INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED GARAGE,PROVIDED THAT A DOOR DOES NOT SWING CN 2'4" w OVER THE STAIRS. EX. ENTRY `I WET ' ^ x, ® 1-1/2"SPACE F--1 EX. BEDROOM No. 1 w BAR ALTERATIONS 4"MAX. MINIMUM NEW WOOD FLOORING Z -_---�� CLOSE OFF , OPENING � NEW PAIN RY 1 11 1 11 1 1, ' II REPLACE EXISTING 3 -9 4-1 4-10 2 HANDRAILS DOOR ' EX.(2)2X10 HDR ; n N I I _ _ _ - - - —1— 4' DIA.MAXIMUM II - - - -'- lOt 100 101 e-;,� (Z�/ PAINTED SQUARE 19'-91/2" 51161/2" EXISTING W/D N BALUSTER SOUTH PORCH ❑ ALTER CN V� o EXISTING EXISTING EXISTING EXISTING 1ALTER a z BALUSTER's W O N fV OPEN BALUSTER ATTACHED TO WALL ' 11 7 16 OD I EXISTIN WINDOW `�' ,�/ W TO BE REMOVED P4 W W LCLOSE OFF OPENING HANDRAIL CONNECTION rTl Z n =N ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH a Z , J STAIR RAILING OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS x U v WINE $TOR GE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN U G FINISH AND STYLE CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL EX. HALF (REFRIGERAT D) TO BE CONFIRMED w !-- PROVIDE AN EQUIVALENT GRIPPING SURFACE BATH FORMER PANTRY WITH OWNER ALTERATIONS Q EXIST. - - - - - - - Q a HALL m PROJECT NORTH MIN.STAIR WIDTH:3'0" TREAD FI(VERIFY VERI YOw/OWNER)FLOORING (I)COSED MAX.RISE:8-1/4" 1 ST. FLOOR PLAN EX.(2)2X10 HDR MIN.TREAD:9" SCALE: 1/4" = 1'-0" I � 9"TREAD -' -- ------ - STAIR AND \ , RAILING TO I , STRINGER - m �' 0 BE UPDATED (n,P) G +v .. U fINISNED XO U) v i "'-"""""'" CEILING PAINTED � a 1 p O ---------- o RISERS ,� OPEN -- ------- _ — — — — — — \ m @ TO �' FIRE BLOCKING �"� W +' N - ; ABOVE -- - ---- ni i \ 1"NO'SING a2 �-------- 1 0 p ; - - a, 0 STAIR \ �✓ �p `-' 1 x _ 1 ------ x TREAD AND RISER FINISH 1 m m TO BE CONFIRMED m En 1 { \ v +i �--- --'- � � \ WITH OWNER 1 W rn IN, ----;----- / \ U) oho r X ----- \ cv v EXISTING EXISTING C W EXISTING P, 1 ------------- 6-8"CONC.WALL DE I ' (MIN.(3) 1 4'-6" I H LI > u � j LL ( O W/ UJI CO _j 30 NEWATEAM O S O R EX. BATH X c INSTALL HSS 4X4X1/4 h N GYM I Z Co TUBE STEEL COLUMN M I UNDER EXISTING GIRDER FORMER GARAGE " = 3'-6"X3'-6"Xl'-0"CONCRETE v v 94 94 (HEAT TO BE ADDED) ,¢ �< u, FOOTING REINFORCED z '_-_- w/(4)#5 REBAR each way HALF II 1 1 , II BATH u -I--- - t EXEX� OXAD13TA 1 GIRDER ' ' 11 i , 231-13/4"± --- 11'-4'/4"± o --------- O ----- ---- EX. STORAGE ----- - EX. STORAGE LL Io NEW TILE FLOOR i 0 i i ¢ ""- Q _ 1 O i 1 OD 1 � 1 fjj/ XI o '� '' ' - � i�" DRAWN: MH/MS , a SCALE: x I � JOB#: I< , '�, ,`R ., 11/7/2022 SHEET NUMBER: 1 1 , z 1 I 1 I I � EX. (2)I1-7/8 ML HDR I I EX.(2)11-7/8 MIL HD— A- 7 � EXISTING EXISTING 105 105 REVISIONS: O BUILT IN SEAT a EX. MASTER BATH EX.2X10 CJ Ca?16"OC rn --I �I EX. MASTER BEDROOM '►`%,, SHIPLAP TO BE INSTALLED ON 2 WALLS O REFINISH FLOORS 1--� O UNFINISHED ATTIC W EX.2X10 CJ (w,16"OC EX. WALK-IN CLOSET Z O INSTALL NEW CARPET M--1 H I I I W W � --I— ZI EXISTING W �I LIBRARY / OFFICE U ra VAULTED WOOD CEILING I zI O W) M EX.2X10 CJ 016"OC I N �- E W PROJECT NORTH I NEW RAILING PROPOSED 2ND. FLOOR PLAN I 1 1 1 1 1 0 1 1 1 1 1 cu SCALE: 1/4" = 1'-0" UPDATE I STAIR cn o 1-1 To p r+ p, v 'LS v N TO ------ ..a � I OPEN � � \ .-+ ;` I BELOW ------- 1 4 d' Op - ---- O ,Y 4 RY 2'' p O_ O V av+ n -1 .� N I N EXISTING'CATW] � XJ05 # OE r v EMOVED.CEDING T00 In O A� o WOPEN UP WALLREMOVE€XISTIN ICIRCULAR STAI — — -- I IIF WALL ABOVE) I L _ _ _ J(2)2 F2 FLUSH— U v U 2 0 O I� J -------- ,I o N N ----------- O4j< w o EMU( F4 EX. BEDROOM d -- - v NEW WOOD FLOORS ------------ --------- ___________ — - — - - - - - EXISTING BEAM - - - - - - _ - - - - ___ -______ 5-1/2X11-1/2 POWERLAM ------------- --------- EX. LIVING ROOM WET BAR FORMER KITCHEN v a3 4, y.� .��f DRAWN: MH/MS R X EXIST. EX. WALK-IN SCALE: W a. 'T JOB#: BATH CLOSET ` .0 iE •��..,�... .. 11/7/2022 ALTERATIONS SHEET NUMBER: LAUNDRY ROOM O ALTERATIONS A- 8 REVISIONS: 12 12 ------------------------------------- ------- ------- ----- ----- ----- ----------- 1 I I I 12 I , 12__________—__—__—'__ ' I I , I I I I I I 11 1 I I I I I I I I I I I I I I , I 1 I , I I 1 I1 r_____________________• ' , I _ I 12 ' I I I , ______________ 12 ' I l , f l _ _________—_ I r — r i I I I I 1 1 __ ____________ I I , ' _—___ J I 1 I I --------------------------------------------------------- ---------------- -- I I 1 I 12 I I I 1 I I I I 1 1 I I I I I __ _________————____ _____——_—______—— _____________ __________________________ i t I I I , I I 1 1 I I I I I I I 1 1 • _____——— I 1 I I W z 12 O z w 1 I I I z z I U U I I 1 I I I I I I ' ' I I I -__ 12 CD N v C ' 12 X t\ V 0 Inn PO 'co p 12 12 ; 19. � � `vim ROOF PLAN SCALE: 1/4" = 1'-0" .r +� 2 n x :� 12 ; m U m °� � Cn ------------------------ ------------------------------------------------- ---------- -------------------------------------—, I 00 1 12 2 ; — I ' 12 I I I 1 O --------------- ---- ---------- I 1 1 1 I I 1 1 r^ 1 I 1 Fw� N -------------- ----------------- 1 I ' I V , I 12 I I , I I I I I ,�(�,� b• I I 1 , I , I , •�,� 1• t� PyV �,I ; 12 I I I I ' WM1e p, 7"�, Y, •4 ,./ DRAWN: MH/MS 1 11 12 ' :✓ SCALE: /i• ,,,y f JOB#: 11/7/2022 +�NAT. _ : SHEET NUMBER: i �lT'' 1E. A-9 REVISIONS: 3 3 3 1 114 11/4 1 1/4 W,:1114j, 2 11/4 1 1/4 t 1/2 1 1/4 L LAV. SINK W.C. LAV. :]W-M SHO ER BA SHO ER 3 11/4 11/2 11/2 2 3 11/4 1'-13/32" JI) 1 1/4 2 .O. 2 11/4 I C.O.CO1 3 I C.O. \ STEEL HEADER 3 3 EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS N EXISTING N 1 4�/z ±1. STEEL BEAM a/4"R/O 24'-0"FOLDING OUTSWING FOLDING _ 11/4 t 1/2 1 1/4 1 1/4 11/4 1 1/2 1 1/4 1 1/2 1 1/2 DOOR BY ANDERSEN " _ NEW HSS 4X4X1/4 1 1/4 1 1/4 1 1/4 1 1/4 1 114 BIG DOORS SERIES Z Cr1 TUBE STEEL COLUMN (BOX IN) M e LAV. LAV. SINK SINK a LpV. LAV. o LAV. o O W.C. W.C. W.C. W.C. 13„ D.W. W.M. F.A.I. M--1 g SH ER ADD SOLID BLOCKING BETWEEN EXISTING JOISTS UNDER NEW t 1/2 BIFOLD DOOR SYSTEM 2 11/2 3 11/4 2 3 REMOVE GIRDER (3)D2 IO UPSET C.O.1 3 1 1/4 2 1 C.O. C.O. C.O.1 1 1/4 3 1 1/4 w t t/4 3 1 3 I C.O. 1 C.O. 5/4 DECKING 3 3 3 3 2X8 ACQ @16"OC EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS w (3)2X8 ACQ GIRDER 12"dia.CONC. i , PIER �6,, 'D > PLUMBING SCHEMATIC SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED 2'Xz'Xt' EXISTING E SCALE: NOT TO SCALE 4"C.I. SEPTIC SYSTEM CONC.FTG. CMU Co', .I ; EXISTING TRAP HOUSE CMU 7 1 NE\;(V WALLS TO O SURROUND STAIRWELL."' tjF EXISTING SLAB CROSS SECTION Q SCALE: 1/4" = V-0" Q Generated by REScheck.-Kleb Software Commliance Certificate Project WORCESTER HOUSE ° 4 OWo Energy Code: 2018 IECC w Location: Mattituck, New York " 2" Construction Type: Single-family w d z Project Type: Alteration O O O O2° O O O O 2° ® ® 2" E—+ U U Climate Zone: 4 (53'31 HDD) w U Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: FASTENERTYPE: SPACING: O V en 4355 ALDRICH LANE EXTENSION No.8W000-SCREW MATTITUCK, NY BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH !"�' ! •+ "�, ii ,� l�• i � i 11.4 py• _+i`����yf��a- ,,�`���.�� 1/41n.dia.LAGSCREW i BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH O 0 ® ® ®® Cc O 3/4"APA PLYWOOD SHEATHING N N 1/2"APA RATED SHEATHING m c1'+ OU cu Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade GRADE PLYWOOD ®® ® ® a` (ALTERNATIVIVE:7/16'O.S.B.) X assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 0 �o m >~ 1/2"APA RATED SHEATHING rr-4 v GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) Envelo e Assemblies 00 00WU Yl ® ® ®® ® ® 0 GJ FJ o o P4 � r. FASTENER TYPE: SPACING: 'O 4 s B, • 2X4 DF#2 .R V (Y] � �' fix- V `t .!"'• • • • 3' • • • �+ �!4 .: rl. 1 . /1 • BASED ANCHOR WITH O [1 STUDS t * a L'11i'ir BASED ANCHOR WITH 10"OC ^� 41 WINDOW SILL 21n.EMBEDMENT LENGTH � U cri — GARAGE Celli TYPICAL WINDOW OPENING g® 00 _. :.. __ ., -...,.................. .._....._.�... __._,._._..........__..__._.._._..._....__._. ..,...�..._.-....,..,..,. - .,._...-. ,_•..__ ..-,_.. _.-,.,......_ _.. .. .� No.10 WOOD-SCREWS N G Ceiling: Flat Ceiling or Scissor Truss BASED ANCHOR WITH 12"OC t �� ___ ___ ___ ___ ___ -__ ___ PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH C) W Exemption: Framing cavity not exposed. THAN 4 FEET 1/4in.dia.LAGSCREW BASEMENT STAIR WALLS: Wood Frame, 16" o.c. 244 19.0 0.0 0.060 0.060 15 15 BA.EMBEDMENTLESED ANCHOR H 16"OC pp Op 21n.EMBEDMENT LENGTH GYM: Wood Frame, 16" o.c. 1,020 19.0 0.0 0.060 0.060 53 53 TYPICAL DOOR OPENING FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED � OVERHEAD DOORS: Solid Door (under 50% glazing) 128 0.020 0.320 3 41 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED NODSC n OR GA H B"oc W LVINIZED BOLTS W/WASHERS THAN 6 FEET AND NUTS @ 2'-0"O.C. 21n.EMBEDMENT LENGTH Window: Wood Frame SHGC: 0.34 15 0.270 0.320 4 5 No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"DC U U 2in.EMBEDMENT LENGTH Door: Solid Door (under 50% glazing) 21 0.280 0.320 6 7 PANEL SPAN GREATER THAN 6 FEET U0 AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other THAN 8 FEET 2in.EMBEDMENT I ENGTH calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in N REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL F-4 AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING d WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16'. Name - Title Signature Date AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO PX1, 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 U) CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. x 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. Q ti ! 0 4 u x '' / Project Title: WORCESTER HOUSE Report date: 05/12/22 .,F� f ;, 1, � ' DRAWN: MH/MS a +.. 3 -� f Data filename: Page 1 of 1 SCALE:-� •r ,>. .oF 14� JOB#: 11/7/2022 SHEET NUMBER: A- 1 0 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA. MAXIMUM 4" DIA. MAXIMUM POST GIRDER/HEADER 0 Z " POST/COLUMN °V z 12"x12"x12" . . V CONCRETE FOOTING >� Y \ Y \ M v v 1 � DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING O 1-1/2"SPACE MINIMUM HANDRAILS w x;'':: � t, . GIRDER 1� POST ^ . Q H GIRDER/HEADER o RIM/DECK JOIST POST/COLUMN BALUSTERS R CONCRETE PIER Z �•> OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. W GIRDERMEADER PIECE OF SIDING BELOW Z UNDISTURBED SOIL O Ln LAY PLASTIC BASE DIRECTLY ON 2-1/2 DIA. LAG BOLTS W/WASHERS Z UNDISTURBED SOIL(ORGANICS REMOVED) CONNECTED TO BLDG. @32"OC LEVEL BASE �-' STAIR TREAD o FIT CONSTRUCTION TUBE AND PLUMB W POST/COLUMN o BRACE TUBE aJ RIM BOARD o 0 FILL AS PER MANUFACTURES' INSTRUCTIONS STRINGER FLOOR FRAMING 2x JOISTS III=III=III=_=_= =III=III= W III III III III III=11I III=11I III-11 BLOCKING FOR V F JOIST HANGER LAG BOLTS POST-TO-GIRDER/HEADER CONNECTION o o ^ Q n O v7 LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. 4 p M 4x4 SOLID COLUMN P6544/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN ° DISTURBED/POOR SOIL � STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB FRACE TUBE ILL AS PER MANUFACTURES'INSTRUCTIONS � CC N v A >~ c� m v o -III=III=III-III-III-III-III=III-III-11 a� M a, X STRINGER } w @16"OC O u (zBOLTsu i WOOD JOIST JOIST 00 CONC. PIER FOOTING P944 PO 3 \p. ANCHOR 'D PIER I6°TREAD BIGFOOT SYSTEMS FOOTING FORM o GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN Ln U011 ° ' ° 4 COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS ' GRADE CONC.SLAB <:q WOOD JOIST GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT N (AS REQ.) A ?° 0 i PRESCRIBED IN THE CODE. w e B"dia. °•°Va DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3'0" o PER PLAN PIER ,''q ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT y- PIER FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. 9°. °.j. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH °a e°ro v THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER W IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RTIO ITYDOWN ANCHORI CONNECT TO EACH JOIST U O HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE � All required handrails shall be of one of the following types 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. GROUN WIND SEISMIC FROST WINTER ICESHIELD NAIL NAIL N or provided equivalent graspability. All fasteners, hangers and anchors to be galvinized or stainless steel. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD JOINT DESCRIPTION QTY. SPACING NOTES HAZARDS REQUIRED JOIST TO: Q 1).Type I. Handrails with circular cross section shall have an 2)• Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts LOAD (MPH) CATEGOIRY DEPTH TEMP. 4- 8d COMMO PER TOE � outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored MODERATE SLIGHT TO - SILL,TOP PLATE OR GIRDER JOIST NAIL than 2 inches. If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 20 PSF 130 6 SEVERE 3 FT. TO HEAVY MODERATE 11 NONE BRIDGING EACH TOE Pool 2-8d COMMO (, perimeter dimension of at least 4 TO JOIST END NAIL inches and not greater CA 3). Posts supporting girders shall be anchored to a 12NI2"x12"thick concrete footing. BLOCKING EACH TOE than dimension inches with a maximum cross section of Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. Footings Shall 2-8d COMMO x dimension of 2-1/4 inches. g g CODE: 2020 IRC, 2020 NYS UNIFORM FIRE AND BUILDING CODE TO JOIST END NAIL 1:4 be 4 ft. below grade. BLOCKING TO: EACH TOE 3 - 16d COMMO 2).Type II. Handrails with a perimeter greater than 6-1/4 SILL OR TOP PLATE BLOCK NAIL .� 4). Deck joists to have blocking at 80 o.c.. , inches shall provide graspable finger recess area on both EACH FACE LEDGER STRIP ..`°►y � !' sides of the profile.The finger recess shall begin with a 3 -16d COMMO , V P g g 5 .A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL - •'r► y)'`'�:yC� ) g g g SOIL COMPACTION: �i :•�•, " 1� �N.�,...�.� distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts h ✓-ray g g JOIST ON LEDGER PER TOE 4° ' portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# 3 -8d COMMON a1�� TO BEAM JOIST NAIL rt, � inch within 7/8 inch below the widest portion of the CAPACITY. + profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. yy P BAND JOIST PER END �w •" �;'-'.'� x �� / 2).NEW FALL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST 3 -16d COMMO JOIST NAIL ,. i 406 inch to a level that is not less than 1-3/4 inches below the 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. BAND JOIST TO: PER tallest portion of the profile.The minimum width of the 1 PP g P P 2-16d COMMOP I TOE NAIL + ' DRAWN: MH/MS handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE FOOT �: 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 t� 2S3 °�• h SCALE: maximum of 2-3/4 inches. Edges shall have a minimum g), AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal radius of 0.01 inches. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. .011r, CI JOB#: for any contact with ACQ. 11/7/2022 SHEET NUMBER: A- ] I 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 p ° BOTTOM PLATE p RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADSS ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) �j ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ff----�� HE FLOORS TO EACH OTHER W/ THREADELfOD.j 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 O M•--I WALL STUD THROUGH-ROOF EXHAUST / VENTS SELECTED AND LOCATED BY CONTRACTOR W METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL a RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ^ I I I VENTILATION WOOD JOIST SIDEWALL FLASHING H FOUNDATION TOP PLATE BLOCKING ' - - FINISH WALL AND MOISTURE % 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST Z AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _S F--•i 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 ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ^ ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTIION APPLICATION I-1 INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 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" 18ga. STRAP AND JACK STUDS ,' 8 - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL -,' , AIM wp ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER / \ RIDGE CAP OF SAME c EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Z SIDES 4 INCHES AND LAPS NAILED TO SHEATHING ai SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT [W-, WOOD JOIST TOP PLATE f-w GIRDER/HEADER SIDE WALL FLASHING U ►�D 'IST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST �-j P 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 RAFTERS ¢ Q AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 0 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED M KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH � d' ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE C� TERMITE SHIELD I �— SUBFLOOR SILL GASKET WOOD JOISTS NEOPRENE ; m v a CONC. SLAB GASKET -^ 2x6 /2x8 CONTINUOUS WOOD PLATE x TYP. CONC. FOUNDATION A In DAMPPROOF EXTERIOR 6 MIL. POLY e V� BOLTED TO STEEL BEAM WITH m o GRANULAR FILL \ I � •� � 6MIL POLY ON EXTERIOR V �. ` 1/2 " DIA. BOLTS @ 48" o.c. STAG. O x o e V s STEEL COLUMN \ tt \ 1 4 4 Q ROOF JAC K I - 1 �� a STEEL BEAM CONC. SLAB '0 ° � ` o e e A o �.a " ANCHOR BOLT EMBEDMENT: �� I \\\ o �� U. \ r COMPACT FILL ° POURED CONCRETE: 7' 4" x 1/4" x 8" STEEL m BLOCK WALL: 15" ` ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING u V /� e ° ° ` ~ FLASHING AT \\ / U 4 WITH 1 2' x 6" ANCHOR BOLT "o e '� ^ CONC. FTG. p Q`p G c SIDES AND TOP \ t `. USE WITH 3x3 SQUARE WASHERS 1/2" GROUT N v v O ANCHOR BOLT CONNECTION . W 3 ° (USP LBPS58 OR BP583) `\ 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I R DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL C 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. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL (� II r SUBFLOOR O CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOOR --I --II JOIST USE 2X8 STEEL BEAM 11 FOR BLOCKOUT d / 4" SLAB P.T. PLATE ` ` W/ 6X6 WMM M I I SLOPE 1/2" AIR SPACE 1 °• 4"DRIVEWAY —� WITH A JOISTNOTCH N ADJUST HEIGHT NAILING\\ 1 n AT END AND �c ', 1/2!' o o ° • °• ° TO BE APROX 1/2" OR HIGHER THAN � ei�__<' I. ra ES OF WOOD �o ° a ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE Q n ;�--�� --«--=- __ __BEAMS _ u D o D a , •, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) e e e �' %' I— I e O e a Q Q D Ii- 1I.11F1C--11 _ 6X6 W.W.M. _ _ _ ,T _ _ T, _ ° o II-_11=III�II�IIE "e r r MIN. ° ,o'D ° e D n�'� �'e n'� e p _`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _II O ° ��111��Ir SUBFLOOR i REINFORCING BAR ° NOTCH EQUALS 1/4 DEPTH OF BEAM _ C. Q C REINFORCING BAR o I1 1 °D O ,°� �^ D° I�— OIST I I ��� wjj DRAIN TILETI C. 12" e e° SHEET METAL / 30# FELT UNDER BEAM AT POINT r ° ° Im STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _iTi_i __jTI_iZZ i�� o• 3" PLATE (BOLTED T .C► _F ;� �+ C��4 ° SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. r „+•rx, , 11 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. > *. a.;is�b ' qg DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM s,• ! : f GARAGE DOOR BLOCKOUT SCALE: �l ,4 JOB#: BEAM POCKET . xg d? ,. ��,� �► C�� I1/7/2022 SHEET NUMBER: A- 1 2 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: (0J00NEALOTES!IN1). 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 RESIDENTIAL DWELLING g g P P JOINT DESCRIPTION NOTES BUILDING USE 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 TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP I 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 STARS 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 beadhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ gd COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 200 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 EACH EN GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360 2 _ 16d COMMON D (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL PASSANGER VEHICLES so 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) 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 Q-n, SPACING NOTES ROOF GROUND SNOW LOAD 20 F� precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C 0 specific use expressed or implied in the use of these laps. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) P P P P g PTOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all Q� 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE aJ INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE W 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. TypeP 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. Q 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE Il EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Z, FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA p length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 I--a 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: G SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING.• MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS LOAD 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) Q 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. _ 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted,all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS to be 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 COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12" O.C. ( ) W NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL ZO along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 U, 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3 - 16d COMMONO Z attached with the above requirements. TO BEAM JOIST NAIL W 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES JOIST ON LEDGER PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON ,o1sT NAIL � w 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 P BAND JOIST PER END Z the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 . Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. x U 8). Drainage as required by current N.Y.S. Residential Construction Code. ) joists to be bolted to each post with washers and nuts. 2 - 16d COMMON U: 1 H SILL OR TOP PLATE FOOT SEE NOTE Girders on concrete piers shall be anchored with proper steel connectors anchored w FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOFSHE ATH I 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Q For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12N12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL kn 11 Edition Wood Framing Construction Manual. Use a minimum 1/2g dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Qom' SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 0 rn below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION 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 O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) GYPSUM 7� O.C. EDGE where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 v v 0 6). Concrete piers shall be a minimum 6" above grade. m m v g openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: � U. E openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES �,, 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o m o •2 openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION ti � •� � THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q" and blocking where applicable. QTY. SPACING x o 2 . 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o o U 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC -E anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE be used. cc u m 6d COMMON - -� 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 Ln U ^ 1~ G>0.49. For framing members with 0.42<G<, the nailspacings shall be reduced to 6 inches o.c. v in 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 v on plans. WALLBOARD 10 O.C . FIELD o w 2 Verify septic system 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. X 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: � other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, MAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3 where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ).INSTALL]-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Fw� W HVAC SYSTEM NOTES Sd COMMON 1" OR LESS 12 O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) F 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF U � NOTES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED U under all gearing 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 requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. U) 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. ). y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding10 IN equipment supplier. feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin m walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1 . Nailing re uirements are based on wall sheathing g g CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) ��g q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 94 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 notes 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. j ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. rU 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 over subfiloor 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. �+ 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 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. 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. g v P a to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. '4 "�r•'y F `� 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or / ' r a roved a ual. Flat roofs shall be a lied with a Fiber las base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type t ypa material over. PP g and R315 of IRC. tor 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: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 'r. � ,33 SCALE: AND BASES.USE WITH FLASHING CAPS TO �'� Ofr JOB#: COVER TOP �`' " ' 11/7/2022 SHEET NUMBER: A- 1 3 ry AMENDMENT . z 0 4, A A — z O za I - i - 3 Ow -_ C� ❑ ❑ F LJ = =L - LIfI l f f I l T 1- O Q �n - I -: I - - - I I I I I -I ! I � � ❑ � a T i IF TF 1 11 11 1 1 x S' . �^Es wa 0 .. .. .... � `V1't7 V.•Y ' .N :N .NMMMiC' MM M M .. .... .... .. - .. .... -.. � a m PROPOSED NORTH ELEVATION w SCALE: 1/8" = V-0" �b s 0 a ICI a Va 10 MAR 2024 /^ ::ar a'.�.f>..,..r�� p�}�j `T}�. • DRANN�hQi/h1S {•�, i.4� _ SAW' �yn+� SCALE: '���. /�• SHEETI,Uh1Bf:R: A-1 I ' ------------ OPEN ------------ TO ---- ABOVE cal ' ---------- 1 ---------- / m ---- ---- EQ. EQ / HSS 4X4X1/4 ANDERSEN F DING DOOR :!:!!;TU�B�", 4X1/4TUBE STEEL OCD 16' 7'-11 1/2" STEEL \ Z 111-71�411 _-- __-- COL MN EXISTING �-------------- ------------------ A NEW HEADER OPTIONS: 1 ' A 1.(2)18"ML w/1"STEEL `" I Q LLJ I ` z 0 UTILITY DROPPED SOFFIT_ _ _ _ _, _ _ — _ _ _ _ UP A w/ m � J 00 �, z NEW TEAM ` J I T a U S O R EX. BATH v x s INSTALL HSS 4X4X1/4 ,�'o TUBE STEEL COLUMN GYM I? UNDER EXISTING GIRDER ® p A FORMER GARAGE V J 3'-61IX3'-6"Xl'-0"CONCRETE 3 (HEAT TO BE ADDED) FOOTING REINFORCED Iz r__-- w/(4)�#5 REBAR each way HALF 11 BATH I1 1 � II 1� _ 1 EXISTING BEAM 1 - - - - - - - - - - i- - - - - - - - - - - - - - - - - ■ - - - - - - - - - 'T 23'-13/4"± ---- --- 1/4°± 0 11 -4 [`a 9 FpyOp $N gyp. ----------- ----------------------- ----------------- ---------- ''� EX. STORAGE - EX. STORAGE 1 1 1 1 1 1 1 C) 1 oJw3 ----------- NEW TILE FLOOR -5' ¢ +I _____ ___— 1 1 I x Lu 1 1 1 1 71Lu 1 U 1 1 t � 1 1 1 1 crf z 1 rn N 1 1 1 I Z 1 1 1 i ' 1 t� per_ •� A `i�71 EXISTING EXISTING 105 105 VERIFY HEADER(MIN. (3)1-3/4X11-1/4 ML) } °RAWN:6111/MS SCALE PARTIAL 1ST. FLOOR PLAN JOB 3 UT SCALE: 1/4" = 1'-0" �s 't� 4� SHEE7NUM9ER