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HomeMy WebLinkAbout49866-Z TOWN OF SOUTHOLD f � BUILDING DEPARTMENT TOWN CLERK'S OFFICE k ks 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#: 49866 Date: 10/10/2023 Permission is hereby granted to: Broderick, John 1302 Lucky John Dr Park Ci!y, UT 84060 To: Construct additions and alterations to existing single family dwelling as applied for. Additional certification may be required. At premises located at: 95 Terry Ct, Southold SCTM # 473889 Sec/Block/Lot# 69.-3-6.2 Pursuant to application dated 9/14/2023 and approved by the Building Inspector. To expire on 4/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,688.40 CO-ADDITION TO DWELLING $50.00 Total: $1,738.40 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 " Telephone 631 765-1802 Fax 631 765-9502 httis;//Nvwwasotit'holdtowLui . Dov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only eC 0�3 I PERMIT NO. 4'qx6Building Inspector: y SPP H 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. P* f KG I 1.` " Date:9/14/2023 OWNER(S)OF PROPERTY: Name.John and Sara Broderick SCTM # 1000-69-3 2 Project Address:95 Terry Court, Southold Phone#:516-330-0582 Email:saraebroderick5@gmail.com Mailing Address:95 Terry Court, Southold, NY 11971 CONTACT PERSON: Name:Michael Hand Mailing Address: PO 1256, Mattituck, NY 11952 Phone#:631-965-1947 Email:michael@mchdesignservices.com DESIGN PROFESSIONAL INFORMATION: Name:Ja mes Deerkoski Mailing Address:400 Deer Path, Mattituck Phone#:631-774-7355 Email:jamesdeerkoski@yahoo.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition MAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? ❑Yes @N No Will excess fill be removed from premises? ❑Yes MNo 1 I PROPERTY INFORMATION Existing use of property:Single family dwelling Intended use of property:single family dwelling i, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reai i ng.' The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By int name):Annette S humacher BAuthorized Agent ❑Owner Signature of Applicant: Date: 9/14/2023 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 Qualified in Suffolk County SS: ComI mission Expires April 14,2( (— COUNTY OF ter' �C1 ou being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the d (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 19- -1 of a-2, ,20 Notary Public (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Buildin r Department artment AutAication AUTHORIZATION (Where the Applicant is not the Owner) i, C �7I"U►� residing at qY�Te:.:._,7... "4- S 00" (Print property owner's name) (Mailing Address) N 119-7 1 do hereby authorize ___-....... (Agent) Y1�(Ch"-E t, to apply on my behalf to the Southold Building Department. _ Serb,, aa 7 . bo-i--5 ( p �xxner's Signature) _ (Date) (Print Owner's Name) �22 qui==c� Scott A. Russell S�C'O)KMWATIEI[, SUPERVISOR 1\\4A\,NAG Nn m. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town o Ll 4 BUIT,DINGUEFT. CHAPTER 236 - STORMWATER MANAGEMENT REF"ERFO i m,,—I' f ..�..�� ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT � it ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER) _ Y C! APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) T NAME:. Date: A A A,A .... Contact Infotmation: 2� / �• � /l�� `� -�- p,. d1W re61°Y ^. lL-..lad&Tele hnne umhe n o I tl Property Address / Location of Construction Site: 7 � W... . S.C.T.M. #: -1..000 ��,trrct e. Section Block Lot r al TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT k gS O - Area of Disturbance is less than 1 Acre, No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a BuildinalPer Flo - Area of Disturbance is Greater than I Acre & ,Storm v ater Ru c ws Through Southold Town's MS4 Systems to Waters of the State of Nevv York, THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town En ineei De artment Prior to Issuance of a Building Permit. 3 ReviewBy Date: _ r� F'(1RM a C\Ui('P-T(1C (lrrnhar 7(1Ic) RecelvcA �� �� aUP5-Ws ' J APROVED AS NOTED M C H DATE• o a3 B.P. Design Services FEO f 0 BY: SOU NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE o FOLLOWING INSPECTIONS: www.mchdesignservices.com - �L-j1 -- phone: I. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE (631)298-2250 2. ROUGH-FRAMING&PLUMBING email: 3. INSULATION _ - 4. FINAL-CONSTRUCTION MUST Michael@mchdesignservices.com 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 L-1 . IJ IIII 1 11111 11 1 1 tjj- Lj I I I.J. V) t-TLT4 , I im 11111 11111111 zO �r w z PROPOSED NORTH ELEVATION w SCALE. 1/4 - 1 -0 �-+ AH Wog P z � A a Z U w 0 � H x < Lr) E-- w �D Vol A O �� p4 - - - - - - - - - - - - - - DRAWN BY: MH 9/7/2023 SCALE: SEE PLAN PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" SHEET NO: r- W W Y' �nO 0725 AYOFESSI0�" r —� J JI M C H Design Services www.mchdesignservices.com �o phone: (631)298-2250 – – email: michael@mchdesignservices.com — I Ej 11 IF T ,4 , Ty DR_My M W T W PROPOSED SOUTH ELEVATION A H SCALE: 1/4" = 1'-0" W � U z U W O H x P4 L H W �D V-1A O _ z O -1 (_-_ C) P4 - D Mill I III I El H H III 111 11 IIPT44 A I , I I 1 11 1 1 1 1 1 1 1 1 D 1 DRAWN BY: MH 9/7/2023 PROPOSED EAST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = 1'-0" oto N SHEET N O: m � w A 0,72502 ssjo, PA J .. 00 M C H 2X6 WALL Design Services www.mchdesignservices.com MASONRY LANDING phone: 3 SUBFLOOR ON GRADE (631)298-2250 2X4 STUD WALL 3'-O" EXISTING 2X10 FJ @16"OC 5/8"TYPE X GARAGE SIDE email: michael@mchdesignservices.com a 1/2" GYPSUM OPPOSITE °.a PROVIDE 45min FIRE-RATED D ACCESS HATCH s � d 0. db. .EXISTING 4" GARAGE SLAB ' EXISTING 2X10 FJ@16"QC FOUNDATION 4 CP v.b 00 40'-0' 6 e GARAGE 7-8" 7-8" 7-8" 7'-8" 5 1'-0" o CARTAGE -- - - - - - - - --- -- - - - - - - - - - - - - - - - - -•- - - - - - - - - - - - - - - - - - - - - -� 1- -, PARTIAL SECTION ___ ' ------------ OIt (3)2X8ACQGIRDER , , (3)2X8ACQGIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , ------ ------ ------- SCALE: 3/8" = V-0" I 12"dia.CONC.PIER ''X10 FJ 116110CI w/2'X2'Xl'CONC.FTG. 3'BELOW GRADE(TYP) o I 0 I M - - - - - - - - - - - - - - - - - - - - - - - - - - , O—__L3L2X8 GIRDER _ -_(32X8 GIRDER - 18'-0" a 22'-0" IV/ 1 I x 0 0 I LEDGER BOARD TO BE FASTENDED 6'-9'/<" 6'-9%" 6'-9X" 11 o I x`� _ TO BUILDING WITH TIMBERLOK° It Z. I 12"dia.CONC.PIER ^'20 M I SELF-COUNTERSINKING SCREWS 11-011' w 2'X2'Xl'CONC.FTG. / BY OLYMPIC MANUFACTURING ' Q (3)2X8 ACQ GIRDER ACQ GIRDER i 3'BEW GRADE(TYP -"-a"- r tz - ^' #4 REBAR-------------------------------------------- --- 1i N O jr @12`0C (2)2X10 GIRDER •-- (2)2X10 GIRDER -d• •T-1T�--• CRAWL (TYP) I> 12"dia.CONC.PIER 2X10 FJ @l6"OC �• P" I' w/2'X2'Xl'CONC.FTG. �"; SPACE o I 3'BELOW GRADE(TYP) u I ^� I Ii o 1 ILD CRAWLFF _A 2x10 FJ@16"OC I Lp N SPACE I ^ @16"oc o 1' I M PROPOSED CRAWLSPACE m I a CJ x O o •1_u__• CRAWL ' 2 CJ 16"OC u I 1 1 1 0 _ 241011 SPACE I X CRAWL I 'L —_:_ �— @16"oc ' I I 16'-0" 6'-0" I U • - a L__2X SPACE x 4'-6" X .. - I _____________________________ 3'X2'ACCESS -----(3)2X10 GIRDER----- __U51 (2)2X8 ACQ FL #4 kEBAR _- a ------------------_' � � ., . I I (TYP) ------'----------------------------- ._ ii. E_= 1 (3)2X10 GIRDER ' 1 N @12"OC 1 1 A z P4 N 1 � V J 1 1J 1 IN I fl IIO L) �I I` V W p U V N I P I O u o, -i- x 4 r p I I P o N I , } , o 2X10 FJ ft12"OC LL 1.= _ _I_ 1 1 x iJl p 1 �.✓I I 1� A 1�4 1 ' PROPOSED CRAWLSPACEI U W O 2 2X10 w 1 2"STEEL DROPPED BEAM O ( __j I _ _ I ' 8"PC WALL,Dl(2)#4 OF 1 o I - �I _-,_ • i • ' ( ) ___•-----'-____(3)2X10 GIRDER--_-- ON IMINE 'BELOW2) ADEBAR � C � zxa Ac � F� O / / 3 2X10 GIRDER (3)2X10 GIRDER 11 1 1 _ ' 3 2X10 GIRDER 1 3'BELOW GRADE @16"OC' I 00 tV /1� ---------------- =Ei-='a1:Ea=_ _=c=c.E=='__ -_________________°_= =-r-==== �4 2"SLAB(TYPICAL) I V 1 'I I -'- - - -`- - (3)2X10 GIRDER _- ' - ' (3)2X10 GIRDER_ ' - " ' 1 ' (3)2X10 GIRDER ' ' (3)2X10 GIRDER `---- `--- -•`-----' - - - ""' 1 1 „ , 1 - 1 , 1 , „ , , - , , 1 p❑ 7� 8" 1 ------------------, , --------1 11 1 ----- 1 1 1 ---- I I 7 O - -- -'-------------------' --�--- ---------------- , -- , � REPLACE EX.WINDOW � _ , , ' -------------------- , _, _-:__ __,_-, ------, w/NEW EGRESS WINDOW , , � (3)1�/4X�-1 4 ML�LUS��, 1 ��� 3 1-3/4X9/4 F1USH� 1p1-i � A O INSTALLWITH ESCAPE ��V// , 1 1 WELL WITH COVER I I •_-_--• y 1 I W/2'X2'LUMN Iw/2'X2'Xl'FTG I• P I I w I BASEMENT EXISTING 1 1 CHIMNEY ; o 1 1 BASEMENT LL _ 6 O I l_ 2X10 F1 Cn712"OC 00 ni o - '1 C X I ' 0 4'-4" N O I I • O = fI_ --�— —_ �•-.__.__1I _, =o 1 f1 v--'- ---v-------v ---v--iREBAR @12"OC13)2X8 ADD,GIRf •V � (2)2X8 ACQ—FLUS H 0TYP -------------------------------------------- r-4 -�I•I � LEDGER BOARD TO BE FASTENDED 1 I 1 I — — TO BUILDING WITH TIMBERLOK° I SELF-COUNTERSINKING SCREWS I N I u BY OLYMPIC MANUFACTURING u u 1 O i o o (2 SCREWS @ 32"C.C.) I I O I o I I ua u 1 1 x 1 I 12"dia.CONC.PIER �' 1 w/2'X2'X1'CONC.FTG. N I 1 I 3'BELOW GRADE(TYP) GIRDER 2 2X GIRDER 2 2X8 GIRDER 2 2x8 GIRDER ,I 1 1 1 , 1 1 2 2X8 GIRD:R 2 2X8 G 8 G E .--. (2)2X8 GIRDER .--, O •--• O •--• O •--• O •--• O •--• , ,(3)2X8 ACC,GIRDER, � (3)2X8 ACQ GIRDER , , (3J 2X8�AC4 GIRDER , , (3)2X8 ACQ GIRDER ' 3)2X8 ACQ GIRDER 1 J_____________ - _________1_ ______________-1 J_ ______ __________1 1 _ __._ _ _ _ _ _1_ 1 1 1 1 1 _ 3 2X8 AC GIRDER 3 2X8 AC GIRDER 3 2Xa AC GIRDER - ----- --------------- -------------- ------------- - ' ( - -- Q - - ( 1 Q O 4 --------------- ------- .I DER==-------- ------------------------------- ------------------- -------- ________-------------- ------------- ---- - -- --------------_ '_--- - -------------- 1 IDER-------------- - ----'------__- 2 _-------___-_ _. -- -- - -- - - - ---------'____- - --- - -- ----- - - - - - - - -- -- -- - - - --- I® 3)2X1 � ER-_________ _ __ r® r (3j-ZI{1,`�12 ��� j3) ��i? r�, ________:_ =z________________r_ _ _ _ _____________ =c=_______ __ ____ _____ ______ ___________cc _ __ _ ___ _ ________ _ _______ " , �__ _ $ ¢ �J• c IrO-i===c r_oco=_i_O_i_=000ac==o=====_E_�=i_________________�_________________________i_ _ i_____________________i_O-i_____________________i_O.i_____________________i_O_'_____________________i_OI = ,L — — — — — — — — _— — — — — — — — — —•—` — —•— — — — — — `r — — — — — —•— — r-...— — — — — — — — —.—.— — — — — — — — — — — — — --- - - - - - - - - - - - - - - -,- - - - - - - - - - - -1- - - - - - - - - - -1- -1- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - " 6-0" 7'-7X" 7'-7%" 10'-2" 9'-3X" 9'-3X" 9'-3%" 9'-3X" 70'-0" EXISTING FOUNDATION PLAN SCALE: 3/16" = 1'-0" PROPOSED FOUNDATION PLAN <0 SCALE: 3/16" = V-0" F OF NEW DEE,, y0 DRAWN BY: MH #oma W 10/06/2023 °, °� ��� SCALE: SEE PLAN SSI NPS SHEET NO. 0 C t 1 ,q P023 r 3'-0" Zw��17 (2)2X10 HDR 00 •' ----------------------- ( \ M C H 1 Design Services ------------------•--.; rB G AS BUILT CONDITIONS FOR 2ND FLOOR B A 1 E REMOVED AS REQUIRED.EXISTING WWW.mchdesignseryices.com TURE TO BE EXPOSED AND EVALUATEDphone: GINEER FOR USE AND STRUCTURE TONSIDERED FOR CONDITIONED SPACE, (631)298-2250 FLOOR ABOVE TO BE ATTIC USE ONLYEXISTING GARAGE RD ON FILE WITH BUILDING DEPARTMENT email: 1 ORK RELATED TO ATTIC TO BE OMITTED 401-011 michael@mchdesignservices.com REPAIR SHEET ROCK AT WALLS AND CEILINGUILT EXISTING WORK TO BE DEMOLISHEDAS REQUIRED WITH/8"TYPE-X WORKTO BE FILED AS AMENDMENT WITH GARAGE ; PROPOSED STRUCTURUALANDFINISHEDWORK ------------- - --------------— ------- I 1 , EXISTING STRUCTURE TO ON BE EXPOSED AND REVIEWED FOR CHANGE OF USE ABOVE I 1 ' I ' 1 +I 1 I - ' 45 MIN.FIRE RATED DOOR O w/SC HINGES&DOOR SWEEP ' 6'-0%" 4'-9" 9'-2Y2 1 ' r-----------; r, /3'-4" I -------------------•---• , DEMO IOSHED -----------� ' ' 45 MIN.FIRE RATED DOOR NEW;STAIR(VLF) , ------ 2'-6" aa}5C-HINGES&08OR-SWEEP• -- I ' I , STORAE (2)2X10 HDR:FI ' r----------- NEW 2X6 WALL - n 3 ° 18'-011 16'-0" 61-011� -E).ST IR - � EP AC (VI ) PROPOSED 1 STORY ADDITION PROPOSED ADDITION / 31/2X31/2 up N 10'-2Y211 7'-9%11 7'-11%" 8'-OY2" o. D W 1.8e PARALLAM EX ST IR F 6X6 POST COLUMN(TYP) TO EM IN FWG120611-4 SAAS DECK - - - - - - - - - � - - - (TYP) — — — — _ --_ _—-_ - — - — - t BREAKFAST AREA _ _ OPEN RAILING m V , 2 1-3/4;11-1/4 ML , (2)1-3/4X9-1/4 ML HDR O (2)2X12 GIRDER ' PORCH 41'-4%" EXISTING DECK D w i w o C""' ....I (REPLACE/ENLARGE)O I O G o - 5/4 DECKING PER OWNERfes. rPORCH - - - �o 0 G ZDI.�J �� N REPLACE EX, rQ o CD' BR HKFAS ®ARE X (D o ' IN11 _. Oq Oq Cq N LL --- El 1 18'_1,1 ' I I (2)2X12 GIRDER ' BATH - -- - - W "' ® UBBIE 1�1 MEDIA ROOM HSS 3 1/2X3 1/2X1/4 HSS 3-1/2X3-1/2X1/4 , GATE TO BE SELF CLOSING - /-� 4'-6" TUBE STEEL COLUMNcoo TUBE STEEL COLUMN ' AND SELF LATCHING d [ ) (2)1-3/4X20 ML UPSET BEAM(ALT.:(4)9-1/4 ML w/(3)5/8"FLITCH PLATES FWG120611-4 SAAS (GATE) KITCHEN �/ - - == =— - - - - - = .- - - - - -_- - -,- - - - - - - - _ _ _ _ ( )1-3/4 20 ML UPSET BEAM(ALT:W10X45) o SH 3-1/2X5-1/2 3-1/2 X5-1/2' (2)1-314X11-1/4 ML w/1/2"FLITCH PLATE (2)2X6 1 ow"" N �f, E 1.8e PARALLAM 1.8e PA 151-611 41-811 I /� �,nfj.3 COLUMN COLUMN v ----- REPLACE ISLAND " I o ',// - - - - - - - - - - - --- ------- --- PER OWNER s I , N ' N�E R 0 COUNTERTOP � J V � OFFEEMACHIN BATH 00 LnWET rT1 O BAR ------ < - ® o I EXISTING MEDIA ROOM - X I 00 n „ I X V �2 V N W v I WALL mco p x I ., o KITCHEN W O . �ju0�-Q o � 1 Q Coat 11.4 2'-4" S LID BLOCKING'BETWEE JOISTS UNDER BEARING WALL AB E s z U W O DINING ROOM P (FORMER BEDROOM) o o Ll a' 2X6 16: C LIVING ROOM REPLACE EX.HEA ER PROPOSED BEDROOM No. 1 WITH(2)9-1/4 L ® Ln 0 I W POST w o w ENTRY — — — --- — — — (TYP) w O - — - - — - — - — - — - - — - 0 v , 1 (3)2X4 o -.0 - � � - N O I POST m m I ,n I WET 4'-111 8'-10YK,Id2" N 0 1 00 ' I BAR 1714 (2)7-1/4 ML HDR (2)7-1/4 ML H R ' 1 I 2'_q'I 2'4. 00 6 6 POST ' PORCH I - ----- s ;; -- H 1 OX IN kl� `--' (TYP) 1 O _- I , Q I a ' - - ------- ;1 1 -- 4'_1" 81-10%" I m -- -- — -- ----- -------- — ---- ---- ----- m m ' ' DINING ROOM I ----- -- EXISTING LIVING ROOM — � � 0 6 � BATH �Z„ w _� ... ' i ALK- ' ma l7 LL I (FORMER BEDROOM) LL \ - --- --- �" I SHOWER O , N 1 ►- LL WALK-INS, .� o X Ln 1 n ' ----- --- 6-0 N 1 CLOSET ,x 00 m 00 M m '-5" � 5'-9" - I 1 ' N I 1 I 1 EXISTING 1ST. FLOOR PLAN _ - _ - _ = ` I ENTRY a o11^ BNI m 51-6 C „ - , i, ( )9-1/2 ML HD , (2),9-1/2 ML H �RX (2)2X_6 _ SCALE: 3/16 - 1-0 (3)2X12 GIRDER I cc o - (3)2X4 I TW 046 TW3046 m I 1 REPLACE EX.HEADER POST 10 , WITH(2)9-1/4 ML' w 41-611 71-611 4'-011 W I 010 N 161-0 I1 61_011 N o0 10' m COVERED PORCH PROPOSED ADDITION m 1 O I V CATHEDRA 5/4 W 5/4 DECKING PER OWNER 1 , 6X6 POST BOX IN I ' (3)2X12 GIRDER (TYP) (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER ' 0 ------------------------- " 6'-011 7'-7@211 7'-7@211 10'-211 9'-33/" 9'-33/" 9'-3%1' 9'-33/"01 _70 0 1 " ------------------------- 701-011 DRAWN BY: MH -------------------------- OF NEW y 10/06/2023 PROPOSED 1ST. FLOOR PLAN SCALE: 1/411 = V-0" �?�'. � 0 SCALE: SEE PLAN B A W NEW 2X4 STUD WALLS @16"OC,HEIGHT TO MATCH EXIST. EXTERIOR TO HAVE 1/2"SHEATHING,SIDING PER OWNER �FQ �O 50� w/UNDERLAMENT(INSTALL PER MFGR,SPECS) AR�FESS I NP�� SHEET N O■ INSULATE PER ENEGY COMPLIANCE(SHTA-8) WALLS AND CEILING TO BE 1/2"GYPSUM(TYP).BATHROOMS 1 ` TO BE MOISTURE RESISTANT,SHOWERS TO BE CEMENT BOARD FLOORING TO MATCH EXISTING w/ROSIN PAPER OR APPROVED EQUAL SMOKE AND CO DETECTORS TO BE INSTALLED TO CODE AND HARS-WIRED CONNECTED WITH BATTERY BACK UP TW3046 TW3046 TW3046 M C H Design Services www.mchdesignservices.com phone: (631) 298-2250 email: ATTIC RECREATION ROOM �0�' � michael@mchdesignservices.com ------------- I1 I I I I ------ I I I I I I .• I I 1 � I I 1 I I I I I I o 16'-0" .�.� lo ],0PROPOSED ADDITION ]0 I BATH I � - ' 7'-5%" 7'-6" 3'-4" 2'-1" 5'-9%" 2'-3" BATH El P4 L I° BEDROOM No.3 1'-11%z" CXW14-3 (SIMULATED DH)EGRESS TW3046 TW3046 ■ ' Oi (2)9-1/2 ML HDR � (2)2X8 HDR (2)2,8 HDR 5'-5" 8'-0%" W O �-.. u 4'-6" 3'-0" - - - - O a S R - az" EXISTING WALK-IN -- EXISTING BATH BATH a 14'-11%" �' : X CLOSET 00 «�� I LOFT ry PROPOSED V � PULL 4\A DOWN , I BEDROOM No. i STAIR ) °� FORMER BEDROOM ' BATHL O i i nn ' `C F"`I BEDROOM No.2 � � •-------• Jnr ' J, -4„ 2,-4„ �..� cQ e-V (2) 8 HDR (2)2X8 HDR U w O 1 nn tJ 15'-8Y2" H [� p� H _ _ Nk' 4'-3" --------- WALK-IN Z cLosET - ---------i 14'-11%" 1'-11% 13'-5%" I" o 00 O ---- oo(714 z I 1 EXISTING BEDROOM No. 2 = PULL , N 00 v o DOWN i i ------ - \IZI- x Pq STAIR ------ - w BEDROOM No. 4 00 1I I N i ALK-IN 4'-11" 9'-5" 2'-11%" ------ - X EXISTING BEDROOM No. 3 9) ❑ -------------------------------------------------------------------- CLOSET ------ RAISE EX. _ CHIMNEY D AS REQ. (2)1-3/4X7-1/4 ML FLUSH --------- ------ ------ (2)1-3/4X7-1/4 ML FLUSH BUILT IN =N LL I O BUILT IN N ' WALK-IN o, ' 2X80 16"oC 00 EXISTING 2ND. FLOOR PLAN 2X8CJ6a16"°C � CLOSET N XI m =N N __.__ _. � - _ SCALE: 3/16" = 1'-0" (2)2X10 HDR (2)2X10 HDR r,--, ______ o m (2)2X8 HDR TW3046-2 EGRESS ( (2)2X8 HDR __ -.__-. .... .. _ t - ....._ ... _ _ - EGRESS EGRESS TW3046-2 M TW3046-2 4'-8%z" 4'-8%" 6'-0%z" 5'-5" 7'-6" 8'-10%" 4'-8%" 114-8% 4'-11%" 10'-0" 28'-1%" 10'-0" ENLARGE EX. DORMER RE-FRAME AS REQUIRED 8' PLT. HT, (DORMER BETWEEN) NEW DORMER 16'-0" PROPOSED ADDITION DRAWN BY: MH PROPOSED 2ND. FLOOR PLAN B A 10/06/2023 SCALE: 1/4" = 1'-0" 1 4 OF NEIV SCALE: SEE PLAN NEW 2X4 STUD WALLS @16"OC,HEIGHTTO MATCH EXIST. o, DEER O,Q EXTERIOR TO HAVE 1/2"SHEATHING,SIDING PER OWNEF q �� w/UNDERLAMENT(INSTALL PER MFGR,SPECS) m " �+ SHEET N O■ t�.. . 4 !i 141 W INSULATE PER ENEGY COMPLIANCE(SHT A-8) 2� %. t j Z C? �o C�O� WALLS AND CEILING TO BE 1/2"GYPSUM(TYP).BATHROOMS TO BE MOISTURE RESISTANT,SHOWERS TO BE CEMENT BOARD ��FESS1 NPS FLOORING TO MATCH EXISTING w/ROSIN PAPER OR APPROVED EQUAL SMOKE AND CO DETECTORS TO BE INSTALLED TO CODE AND HARS-WIRED CONNECTED WITH BATTERY BACK UP , A . M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com B A - - - - i 18'-011 1 ADDITION 2X10 VAIIEY P�pTE � � 2X10 VA«EV ' PTF [ ^ P - - - � 12/ 3' u x � P , N 2X10 RIDGE 12 3 12 N 12 / 16'-011 s ADDITION W 12 U 1 A A A 1• W 12 12 P �I Cn � W 0 f P4 u z 1 PROPO ED SOLAR L CA 10 (BY OTHERS U w O Ln 12 4.4 +/- 0 Y I GC TO COORDINATE SOLAR INSTALLTION REQUIREMENTS AND CONDUITS WITH SOLAR a O ' INSTALLER AND ELECTRICIAN o o � SOLAR DESIGN AND PERMITS TO BE FILED SEPERATLY 12 O BY SOLAR COMPANY AS SELECTED BY OWNER M Jp P4 BUILD UP G91 11 I INSTALL MIN.1/2"CDX SHEATHING ON NEW ROOF titi`S CHIMNEY (SOLAR SHED DORMER TO HAVE 5/8"SHEATHING) L AS REQUIRED INSTALL EPDM AROUND PERIMTER AND AT SOLAR c� SHED DORMER.30#FELT AT ALL NEW WORK.FLASH 12 vo CH �e vo THROUGHOUT(VYCOR AT VALUES) a 4'7 +/- D � � ~ � 2X8 RR @16"OC FASCIA AND RAKES TO BE 1X VINYL OVERHANGS 2X8 RR @16"OC AND SOFFITS TO MATCH EXISTING 2X8 RR @16"OC G Q a' w oo w '� oo ' o i^L N o_ N , INSTALL GUTTERS THROUGHOUT WITH DOWNSPOUTS. ' ALL DOWNSPOUTSTO CONNECTTO DRYWELLS WITH o f X x ' ADS PIPING AND CONNECTIONS AS REQUIRED ry N 1 i 1 f 12 12 i 2X8 RR @16"OC F 12 I 1 ROOF POCKET ROOF POCKET I I ROOF POCKET I I ROOF POCKET i 1 I 1 I _ O fo' I - - -(2)2X8 DF#2 - - - - - - (2)2X8 DF#2 - - - - - - (2)2X8 DF#2 - - - I Co - - (2)2X8 DF#2 - - - A '" lu ` xI Ix xI I00 x 4 12 00 x I= x xI (X N N N N N N N N SOF NEIV �Al � �. DEc,�' o�� DRAWN BY: MH /. LP -I.). Lu 10/06/2023 ROOF PLAN 'OA/1/0, yNP���� SCALE: 1/4" = 1'-0" B A FESSI SCALE: SEE PLAN SHEET NO: \ IBJ M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 1 B A 18'-0" 10 01 1 ADDITION 2X10VALlEY � 2X10 VAEyPCgrE r/ - - - � 12cc / 3 ; s o 00 U/ O N 12 � 2X10 RIDGE 3 ; 12 16'-0" W ` 3 ADDITION 70, / 12 ' t 12 / 1 A II ' 12 < 0 01 P4 II w 12 � A PROP O ED SOLAR L CA ION z U w O ' (BYOTHERS / a P-4 E--I W 1 / P4 L H _ 12 � tl� A O U 12 1 o BUILDUP L CHIMNEY AS REQUIREDuu v 12 o CH e o � a � .� '" 1 2X8 RR @16"OC 2X8 RR @16"OCRR @16"OC G \ 2X8 RR@16"OCRR@16"OC �� y �' Q �� N 0 x { L 1 0 o I X X 1 N N 1 1 12 12 1 2X8 RR @16"OC 12 1 I ROOF POCKET ROOF POCKET I I ROOF POCKET ROOF POCKET I I 1 a 1 v a O Y N (i—)2—X8 DF#2 (2)2X8 DF#2 (2)2X8 DF#2 (2)2X8 15F#-2 - at F#2 y tir _ _ _ _ _ - _ _ _ �ZM r _ _ _ - _ _ _ - _ � _ _ _ _ _ _ 14 \ LLI ILL LLI ILL LLI ILL LLI ILL XI Ix of Ix 4 I� XI IX " XI Ix N N N N N N N N DRAWN BY: MH 9/7/2023 ROOF PLAN SCALE: SEE PLAN SCALE: 1/4" = 1'-0" B A X1 of Ewl- SHEET NO: P D-FRO r C<`Q .072 2 �� A��FESSI i O VIF CHIMNEY HEIGHT M N TO CODE Design Services 2X10 RIDGE 2X10 RIDGE 12 2x8 (3)2X8 RR@16"OF 4.4 www.mchdesignservices.com VALLEY phone: (631) 298-2250 I IM 2X8 CJ @16"OC email: 2X8 C1 @16"OC michael@mchdesignservices.com BEARING EPDM,FLASHED WALL OVER 5/8"AC SHTG 12 4 O9V2Xa 2X16"OC G (2)2X6 3/4"SUBFLOOR 6 DBL 2X10 FJ 16"OC E DBS M ML FJ @16"OC I ' (BOX IN) (2)11-1/4 ML w/ .._ i 1/2"STEEL PLATE ID: 6X6 ACQ POST (BOX IN) 3'h RAILING TYP 3/4"SUBFLOOR ' 4 5/4 DECKING 2X8 ACQ DJ @16"OC 2X8 ACQ DJ @16"OC (3)2X8 ACQ 2X10 FJ @12"OC 2X10 FJ @12"OC (3)2X10 GIRDER � (3)1-3/4X9-1/4 . (3)2X8 ACQ (3)2X8 ACQ n : ML FLUSH BEAM UNDER DOOR �t GIRDER GIRDER a� b• b• 8"PC WALL 'p o• 12"dia.CONC. . � 12"dia.CONC. �. :. DAMPPROOF � PIER(TYP) � O C? PIER(TYP) p t'n a M °: 2"CONC.SLAB IA •' �•e ' p• e ;' ' ' .: 24"X24"X12" - - - - • — - - - ' ' CONC.FTG r ' 24"X24"X12" `'-'--------------'----' 16"X8"FTG V CONC.FTG (2)#4 REBAR W Z ,a CROSS SECTION A w 8 SCALE: 1/4" = 1'-0" F-I P� WC) U ZLnU w O � � x 2X10 RIDGE 12 r..T.� 2 4.4 O X8 RR @16„OC A z O SISTER OR REPLACE EXISTING CJ AS REQUIRED OP4 Pq EPDM,FLASHED Q OVER 5/8”AC SHTG 12 12 q 2X6 16"OC � � Q 3 pB�2X8 (2)2X6 2x8 RR @16110C DOUBLE UP EXISTING 2X10 FJ AS REQUIRED EXISTING 2X8 CJ @16"OC SOLID BLOCKING (3)2X12 GIRDER _ EXISTING SOLID BLOCKING (BOX IN) (TYP) (2)1-3/4X20"ML UPSET BEAM 6X6 ACQ POST (BOX IN) 3'h RAILING TYP El 4 3/4"SU LOOR 1 5/4 DECKING 2X8 ACQ DJ @16"OC EXISTING EXISTING 2X10 FJ @16"OC 2X8 ACQ DJ @16"OC (3)2X8 ACQ , (3)2X8 ACQ GIRDER : : : GIRDER v° b. b. b• p+ ,� 12"dia.CONC. ' . o. 12"dia.CONC. . PIER(TYP) p PIER(TYP) •� a, EXISTING cn M EXISTING e 2"CONC.SLAB e: v _ _ _ _ p• a 24"X24"X12" FTG C X24"X12" b• b• 16"X8"FTG CONC. D RAW N BY: M H CONC.FTG ,� ,� (2)#4 REBAR °' . .. . .. . .. . .. . .. . .. . .. e' 9/7/2023 �'f • . 1.• Pf.• r •� e•W •� S OI •' S q• SCALE: SEE PLAN CROSS SECTION B � 8 SCALE: 1/4" = 1'-0" SHEET NO:�P �k `2'f n n � m 1- LL, Z - � N�oA - 0;, y Generated byREScheck-Web Software - Compliance Certificate M C H Design Services Project B RO D E R I C K www.mchdesignservices.com ?" phone: Energy Code: 2018 IECC (631)298-2250 �2° o 0 0 0 2" 2" Location: Southold, New York email: michael@mchdesignservices.com Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: FASTENER TYPE: SPACING: Permit Number: No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH No.SO WOOD-SCREWS Construction Site: Owner/Agent: Designer/Contractor: BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH 95 TERRY COURT 1/41n.dia.LAGSCREW SOUTHOLD, NY BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH (,! Q O° O° 3/4..APA PLYWOOD �� • + ! ti {• SHEATHING t 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVNE:7/16"O.S.B.) (� 1/2"APA RATED SHEATHING GRADE PLYWOOD ° O (ALTERNATIVNE:7/16"0.5.B.) ® Vol® ® ° v Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade i assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC O WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ° ° °° ° ° Envelope Assemblies BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET " 1A E dia.LAGSCREW r • f' • • �• BASED ANCHOR WITH 16"OC Q Q - ,��r 21n.EMBEDMENT LENGTH s• v i 1 • • Y Y ® ® ® !0) ° �• - TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: r , PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED Ceiling: Flat Ceiling or Scissor Truss 624 49.0 0.0 0.026 0.026 16 16 V AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @2'-0"D.C. 2in.EMBEDMENT LENGTH 1ST FL: Wood Frame, 1611 o.c. 624 20.0 0.0 0.059 0.060 22 22 w No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9.1 0C Door: Glass Door (over 50% glazing) PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH 161 0.300 0.320 48 52 SHGC: 0.26 A AND EQUAL OR SMALLER BASE ANia. HORWEW THAN 8 FEET 2nSEMBEDMENTLENGTH 16"OC Window: Wood Frame 89 0.300 0.320 27 28 � ~� N FOR WOOD STRUCTURAL PANEL SHGC: 0.31 (� O WIND-BORNE DEBRIS PROTECTIO O 2ND FL. Wood Frame, 1611 o.c. 820 20.0 0.0 0.059 0.060 38 38 W U ASPER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING - Window 1: Wood Frame 179 0.300 0.320 54 57 Q WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SHGC: 0.31 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO Q 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 Floor: All-Wood joist/Truss 601 30.0 0.0 0.033 0.047 20 28 r , w O CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. v 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. Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other H [� HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in Ln REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. W 0* � A o Name - Title Signature Date O OF-+y Project Title: BRODERICK Report date: 09/05/23 Q Data filename: Page 1 of 1 3 3 11/4, W1141 11/4 11/4 11/2 11/4 11/4 1 1/4 1 1/2 11/4 LAV. LAV. W.C. LAV. LAV. W,C. LAV. SHO ERH SH WER 211/4J- 3a /4 2 3 11/4 C.O. I 11/4 214,11/4 41 11/4 3 I C.O. I C.O. 3 3 3 11/41, 1 1/4 1114-1 411/4411/2 11/a 11/4 11/2 11/4 11/4 SILAV. LAV.W.C. W.M. D.W. 13„ SH ER SH ER F.A.I. 1 1/2 3 2 02 3 41 1/4 1 1/4 C.O. I z 11/211/4 1 C.O. I C.O. 3 3 3 DRAWN BY: MH SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 TOAPROVED 9/7/2023 4"C.I. SEPTIC SYSTEM TRAP HOUSE SCALE: SEE PLAN PLUMBING SCHEMATIC SCALE: NOT TO SCALE 0� rJE�,y SHEET NO: LIJW �n ffz^ O 0 .50 , ylo�S P WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS I 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. M C H Design Services KING STUDS • ENDWALL RAFTER WALL STUD www.mchdesignservices.com CRIPPLE STUD phone: • BOTTOM PLATE A0RAFTER RIDGE (631) 298-2250 ° HEADER LEDGERBATHTUBmichael@mchdesignservices.com SIDEWALL 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 NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD - / THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD - CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) - WALL SHEATHING RAFTERS MAINTAIN VENTILATION ( �\ SIDEWALL FLASHING WOOD JOIST �+ FOUNDATIONTOP PLATE B LOC KING FINISH WALL AND MOISTURE % — 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST 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 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- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tCONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE x3018o. STRAP AND JACK STUDS 8" - 14' LSTA30 1-1 4" " AND SO AS TO MAINTAIN AIR / g GAP TO PREVENT CAPILLARYCONNECT TO W 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. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 2" RAFTER RT20 21-1 8" x 20 a. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" 1 ,' � / g EACH RAFTER ON ALL OPENINGS 00 .' KEEP ROOFING NAILS OUT I z ' OF FLASHING w 2ND. FLOOR WALL W ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER r/1 BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING r•r1 O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �+� SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ^f U Z WOOD JOIST Q �•L•� A TOP PLATE P4 a GIRDER/HEADER U W O SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST /,f L AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �•L•� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO RAFTERS W PROVIDE CHANNELS AND O INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. O INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - '.6" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD � 9M DBL. SILL PLATE O TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS r ✓� TYP. CONC. FOUNDATION ^ \ CONC. SLAB GASKETNE -,�. ' 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY V� EMIL POLY ON EXTERIOR V GRANULAR FILL ° I BOLTED TO STEEL BEAM WITH 7 �` ' V STEEL COLUMN 1/2 " DIA. BOLTS ® 48" o.c. STAG. ° � � ` ' A � `r CONC. SLAB ' p - r,° n ROOF JACK 1\�� �• STEEL BEAM o /\ o \,q �r ANCHOR BOLT EMBEDMENT- `` db ° POURED CONCRETE: 7" BLOCK WALL: 154" x 1 4" x 8" STEEL COMPACT FILL o � I / " ` TOP AND BOTTOM PLATE ROOFING LAPS ` V ° ° d FLASHING AT WITH 1 2" x 6" ANCHOR BOLT KEYWAY FOOTING o � / d o ^ CONC. FTG. q Q q G D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ` 1/2" GROUT ° ; 4 ANCHOR BOLT C ONNEC TION (USP LB PS58 OP, B P583) 1 i o REINFORCING BARI I 3" STEEL COLUMN DRAIN TILE - p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 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 WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL CONC. SLAB SUBFLOOR 6X6 10/10 WWM GARADOOR FRAME COMPACT FILL ' DOORGE I G JOIST USE 2X8 FOR BLOC KOUT STEEL BEAM 4" SLAB � P.T. PLATE W/ 6X6 WMM M I I SLOPE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIRS ACE '` < <► ° ( ) DRAWN BY: MH / -7 1 2" • u e WITH A NAILING PLATE IF NEEDED AT END AND !• " -,0 ° o' e :• ° , TO BE APROX. 1/2" OR HIGHER THAN GRADE ° n "--- ---"---��--=--� w. G,,Z• q ES OF WOOD �0 ° ° �• �. BEAMS D •o D D n O •• , •, STEEL BEAM TO ALLOW FOR SHRINKAGE _ _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) D i 1= 11=1 I I=1 I �° e ' e . 6X6 W.W.M. flf —� — -., — a 9/7/2023 MIN. d .o °, c �'4 �'q n'r o ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -_ q q e '^ LLII f—SUB FLOOR NOTCH EQUALS 1 4 DEPTH OF BEAM '1111 D co O , ° o° OIST SCALE: SEE PLAN • n REINFORCING BAR ,• / n n D � IIIT� . D ,i REINFORCING BAR c ° ° D DRAIN TILE I�—►j p a e SHEET METAL / 30# FELT UNDER BEAM AT POINT IIII a L1'/� �° �° STEEL BEAM 12 •, OF CONTACT WITH CONCRETE OR CONC. BLOCK -M=fTi=fT1=i1=i1_riL-T1 m o•� 3" PLATE (BOLTED BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM SHEET N O. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET * -T ^ W SOA 02-2 ��FESSI P CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD — L•J WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS D RAVE!l N G S R LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE M H 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. I I TO HEAVY MODERATE Design Services 4"MAX. SOIL COMPACTION: 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# - KING STUDS CAPACITY. www.mchdesi.qnservices.com 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL phone: CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. (631) 298-2250 4" DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE email: FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. michael@mchdesignservices.com LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z RAFTER JACK STUDS All fasteners, hangers and anchors to be galvinized or stainless steel. m 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING ILOCATIONJUSP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers MINIMUM and nuts at 16"o.c. 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored RAFTER to girder(s). �v/'� ! 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal Z POST for any contact with ACQ. TOP PLATE TOP PLATE O BALUSTERS WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED 70 WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL(:ONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PLATE perimeter dimension of at least 4 inches and not greater ' ' 1 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR POST-TO-DECK CONNECTION P g �+.� CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of PROVIDE AN EQUIVALENT GRIPPING SURFACECONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a 4"MAX. distance of 3/4 inch measured vertically from the tallest O portion of the profile and achieve a depth of at least 5/16 4"DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the (•—� GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a 1-4 ° ° maximum of 2-3/4 inches. Edges shall have a minimum Z U w O JOIST POST/COLUMN ° o radius of 0.01 inches. �^ POST/COLUMN Ln H NAILING SCHEDULE rte., cry o GIRDER/HEADER 0 ROOF SHEATHING: (/) NAIL POST-TO-GIRDER/HEADER CONNECTION JOINT DESCRIPTION QTY SPACING NOTES Z O �f LOCATION STRUCTURAL PANEL 8d AS PER TABLE 3.8 USP NUMBER DESCRIPTION APPLICATION WFCM-SBC O �••f.� DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN M LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST TO GIRDER/HEADER CONNECTION ROOF FRAMING: HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN JOINT DESCRIPTION QTY NAIL SPACING NOTES JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOTS USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL ono TOP PLATE 10'WALL: 4-8d COMMO RAFTER Q CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE NAIL TO TOP PLATE 10'WALL: 4-8d COMMO JOIST ° ��,•. ;C STU CEILING JOIST TO AS PER TABLE 3.7 EACH FACE BEARING PLATE PARALLEL RAFTER WFCM-SBC LAP NAIL • GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE r+ OVER PARTITION WFCM-SBC LAP NAIL ° ".`•L ' '; COLLAR TIE AS PER TABLE 3.4 EACH FACE a TO RAFTER WFCM-SBC END NAIL ti ° WOOD JOIST BLOCKING EACH TOE TO RAFTER 2 -8d COMMON END NAIL LEDGER (r + ; •. •, RIM BOARD EACH END ° GIRDER/HEADER I I °,frs CONCRETE PIER TO RAFTER WOOD JOIST 2 16d COMMON END NAIL WOOD JOIST WALL FRAMING: �"`" ..:1:1.-• :,.,. �� t ",>� NAIL NAIL .•~ " JOINT DESCRIPTION NOTES •: : ---• .... . ..=••• .. "° `"" QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER al:::::::.. DOUBLE 2x TOP PLATE TO PER I I ) TOP PLATE 2 -16d COMMO FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION (MINIMUM)ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM TOP PLATES AT 4- 16d COMMO JOINTS FACE IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL TO ALLOW FOR SHRINKAGE. ROD E I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE REQUIRED•-•-••-; ;::� I I STUD 2 16d COMMO O.C. NAIL FOR STU '•(.- ""'• (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE ..........'�; HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER TOP PIECE OF SIDING AND l P°�OROS UDM 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. ' ' BOTTOM PLATE TO: PIECE OF SIDING BELOW cPER :� THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO OOT FACE NAIL ',�. END JOIST OR BLOCKING DRAWN BY: MH 1/2" DIA. LAG BOLTS W/WASHERS „”t CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER r'' '-� 9 - �,� POST DECK FRAMING: @16" c ,t.. MINIMUM (2)THRU- .%•" '�,,, �` " ... END DISTANCE NAIL NAIL BOLTS N: JOINT DESCRIPTION NOTES 9/7/2023 P644 POST a •�' •� ' CITY. SPACING ANCHOR "dia. JOIST TO: PER TOE PIER ! , o� '—`. �•,- ..,- -•4 MINIMUM 4-8d COMMONJOIST NAIL SCALE: SEE PLAN FLOOR FRAMING o 16"TREAD SILL,TOP PLATE OR GIRDER 2x JOISTS °•° �;' o ' o a END ¢tSTANCE ° ,•;ai;. o, , ti. •• BRIDGING EACH TOE GRADE .�°•4 •=';•\, ,o •• •, �` 12 x12 x12 V v 2 -8d COMMO CONC.SLAB , •' �' TO JOIST END NAIL ° (AS REQ.) o, ,.•,4. ;m?' $'. rte'#" CONCRETE FOOTING > > 4 ; ! :• ••'� c� (Av BLOCKING EACH TOE BLOCKING FOR `•' •Q 2 - 8d COMMONSHEET N O B°dia. DECK PIER " BLOCKING TO: EACH TOE • JOIST HANGER „ „ TO JOIST END NAI LAG BOLTS p p PIERCONe° PER PLAN SILL OR TOP PLATE BLOCK NAIL F N c 3'-0 4' " PIER HOLLOW COLUMN UPLIFT 3 -16d COMMO RIM JOIST/BD. .9 ''a�. SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FA Y INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION 3 -16d COMMONP r�EE O :•V. '�?4 TO BEAM JOIST N •S .��r 'A LOCATION USP NUMBER DESCRIPTION APPLICATION ' JOIST ON LEDGER 3 - 8d COMMONPER 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST a DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER TO JOIST 3 -16d COMMO JOIST N BAND JOIST TO: 2 -16d COMMO PER TOE N A o L SILL OR TOP PLATE FOOT - .S ON'l I GE �� ERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL M Cj H 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 Q-n, SPACING NOTES BUILDING USE Design Services 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 www.mchdesignservices.com 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 - phone: 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: 48d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES (631) 298-2250 State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL email: sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 michael@mchdesignservices.com P P P p CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR (LIGHT FRAME WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 30 ) ATTICS WITH FIXED STAIRS PER TABLE 3.4 EACH FACE 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 INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 These codes are to bE! considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 p g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs ) 3). Dimensions shall take precedent over scaled drawings. EXTERIOR WALLS (PLASTER, STUCCO H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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) V600 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) 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 COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 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 COMMONEGRESS 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,: t ^ p g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. v 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 Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O , , FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOISTBAND JOIST2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 �~ 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. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 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. 20 PSF 130 B SEVERE 3 FT. QTY. SPACING MODERATE SLIGHT TO _ &-. r , v 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W Z 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL 4). An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any g g 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. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 H t poured on 4 inch thiol; sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: I-� 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 COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) I--+ anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD �T� 0 6" maximum lifts (layers). P p g W V along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. � � A 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 r , w O N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z `./ the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 16d COMMO I�'1 E-1 TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � � 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 COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Ln Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 W FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATH 1 N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V, A 0 • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. I--i 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL I NAIL O Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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. 9 WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' Q Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. Fq 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 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 g g QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 6). Concrete piers shall be a minimum 6" Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all above grade. WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING' openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 89. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot 5). All flush beams/he�iders to be installed with heavy duty galvinized hangers and PANELS 8dCOMMON WFCM - SBC ) edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 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. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. p g P STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12"O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NYS Residential Code R302.11 -FIREBLOCKING REQUIRED undera Baring wa s. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 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. needed. 2). HVAC subcontractor is to full dill s data requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) y coordinate asystem ata anre qrements w 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are 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. 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 SOIL COMPACTION: using parallel rows of studs or staggered studs. /� Contractor and owner for final review and approval. is nailed 3" on-center at the 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. DRAWN BY: M H 12). Unless otherwise rioted 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 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. 9/7/2023 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 ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. SCALE: SEE PLAN 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, 15 COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SHEET N O. and R315 of IRC. torch down type material over. U` NE y W �Al ' J UEFRS 0 O 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G S A be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP AND BASES. USE WITH FLASHING CAPS TO m �� LU 2 COVER TOP '�.0/•,, A �!i �G��S O pJ, A E DIME T .. APPROVED AS NOTED M C H 2X6 WALL DATE B.P.# Design Services FE0 S� BY: NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE www.mchdesi.qnservices.com 34 SUBFLOOJ U FOLLOWING INSPECTIONS: phone: 1. FOUNDATION-TWO REQUIRED (631)298-2250 2X4 STUD WALL FOR POURED CONCRETE EXISTING 2X10 FJ @16"OC 5/8 TYPE X GARAGE SIDE 2. ROUGH-FRAMING&PLUMBING email: ° 1/2" GYPSUM OPPOSITE 3. INSULATION michael@mchdesignservices.com .el PROVIDE45min FIRE-RATED o 4. FINAL-CONSTRUCTION MUST .� BE COMPLETE FOR C.O. ACCESS HATCH ALL CONSTRUCTION SHALL MEET THE • a a • o • • a • a • o - • a REQUIREMENTS OF THE CODES OF NEW EXISTING 4" GARAGE SLAB YORK STATE. NOT RESPONSIBLE FOR a- B A DESIGN OR CONSTRUCTON ERRORS EXISTING ° FOUNDATION as _ OP -°.a °r° 40'-0" a d GARAGE T-8" 7'-8" 7-8" 7'-8" 7'4 1 •a 1'-0" o GARAGE - — - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - -- - - - - - 1 1 I 1 1 1 1 T � - - —�-- _ --------- -- - �- = - --� PARTIAL SECTION ,________________;_ r=====___________._ ==r==== GIRDER (3)2X8 AGO GIRDER , ; (3)2X6 ACC,GIRDER (3)2X8 ACQ GIRDER , , (3)2X8 ACQ 61RDER , O , (3)2X8 AC GIRDER SCALE: 3/8" = V-0" ----• •----- 12"dia.CONC.PIER ----- •-----• •----+• I w/2'X2'X3'CONC.FTG. I 3'BELOW GRADE(TYP) 6'-0'/1 1.4 _ u ° I - - - - - - - - - - - - - - - - - - - - - - - - - - - � O—___�3)2X8 GIRDER_- -�3�2X8 GIRDER - I 18'-0" a , „ I pY - I 22-0 u I "o LEDGER BOARD TO BE FASTENDED 6'_9Y" i " i I n 1 ° I `,-°� TO BUILDING WITH TIMBERLOK® J 6-9/ 6-5% 12"dla.CONC.PIER ^'@� m u SELF-COUNTERSINKING SCREWS 1_0 W/2'X2'Xl'CONC.FTG. By _ x I 3'BELOW GRADE(TYP) "' - - "-'-"-'--- ---'---'---' _ (3)2X8ACQGIRDER (3)2XBACQGIRDER (3)2X8A QGIRDER O� • D- D• d D• - -1 -1 1 t 1 - - _ _ _ _ _ _ _ _ _ _ o — -------------------------------------------- --- k4 REBAR y_ ' 1 1 i I � O I• , I � 12"dia CONC.PIER (2)2X10 GIRDER ♦--+ (2)2X10 GIRDER •-�• "' CRAWL (TYP) W/2'X2'X1'CONC.FTG. 1 T-al-- _ 2X10 F1 C�16"oC � SPACE o 3'BELOW GRADE(TYP) CRAWL 1 o' I 2X10 FJ C�lfi"OC I iD i.J U"' SPACE I ^ ia;;; @16°oc j P M •1 u I � PROPOSED CRAWLSPACE b ? LL 1 X CRAWL I I W I _ lO ' 2x--h SPACE ;i I CRAWL "= 1 — — @16 oc u 16'-0" 6-0" SPACE U 4'-61, m I @160C I 3'X2'ACCESS _______ 1 ----- \G-�D (2) XACQFLUS LIJ 3)2X10 -e- n ---- D•--a a D• #4 REBAR v - ' ----_ _ _____ • 4_-__ € ___= 3EEEE IL' FFT 6-7 fLG '_ @(TYP)C - SOFFIT 6-76LG ' 1 I A z I bo `/J F•--� p x ° LL ° I r—, N _ o W O u STORAGE oI T LL iil 0 0 ' T STEEL m I /1/ V N UNHEATED 2X10 FJ Cd 16"OC o , 1 o STORAGE NI T STEEL COLUMN o I I n c N NHFATED 7-B CLG `I •'i _• I I = 2;6' -r' °�I • �'j�� STORAGE ' I a UNDER N 2' 6" 7 0„ STAIR PROPOSED CRAWLSPACE STORAGE -♦ ,- _♦ •- STAIR (3 2 9;Qb1�l� -___!_ -- ' - - -- - --- ' 6-7 CLG 2XR A UNDER -- _' '_- '------=----`___' , ( B°PCWFTGw 2 #4 REBAR nn _ u L ' 7'-0" - - - --- ' • ' f�fA9ER_ 1 -- 1 1 ' 1 1 . 2"SLAB(TYPICAL)OF ' @16"OC nu I 00 00 O 1�'1 cN FURNAC SOFFIT >�I'1 LGF�R __ HALF WALL (3)2X10 GIRDER 3 X10 GIRDER - MIN. /O 'll' ON 16"XS 3'BELOW GRADE C I � N -- $ FFIT HALF WALL ' 6-10 UNDER ' " HAFWALL ' , , -' _� 6.7 CLG O •-----• SD ' !--I. ' ' ' ' ' ' 7i gn [ ---'---- - 1 _ • -1 _. .__ 1 1 j to REPLACE EX.WINDOW ,v , ( )1-3/4X9-1 4 ML F_LUSH 1 1 3 1-3/4X9-1/4 FLUSH •- ��� O ' ' SD ' ' ' -----• W/NEW EGRESS WI NDOW , I� i V A INSTALL WITH ESCAPE FINISHED i ' N I I WELL WITH COVER FINISHED AREA I I __ 831.0 SF , LALLV COLUMN FINISHED AREA I I a rI I I_ m w/2'X2'Xl'FTG '�� �• 831.0 SF i - ' T 3 STORAGE \ EXISTING FPUNHEATED � � � CHIMNEY � �o � „li I \ W _ m O 7-ecLG " 1 UTILITY ROOM STORAGE � 6-0 O �~ -• 2X10 FJ(a 16°oc � I I r+ '� , o UNFINISHED/UNHEATED " UNHEATED I� l UTILITY ROOM " z o I I UNFINISHED UNHEATED - x 3 xI z=z =r= _'_= x N #4 REBAR _________________________________ ;�-'E ; 25' 4%" 14' 7" @lz°oc — o o o — a'' 1 - - LL 1( 13)2X8 ACQ 4IRD �, v ., . . v •(2) 8 ACQ FLUSH "' 1 1 X, ,X I � TYP .__ ___________________________________________ 25'-4%" N d, 14'-7" I o ® •- - I N LEDGER BOARD TO BE FASTENDED 1 I TO BUILDING WITH R SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING Q? ry I o O o (2 SCREWS @ 32"O.C.) I I ti O I m c - I I ti I O I ai I ZD I I a a u o0 °x° x N I 12"dia.GONG.PIER ^x' W/2'X2'Xl'CONC.FTG. 3'BELOW GRADE(TYP) 1 2 2X8 GIRDER 2 2X8 GIRDER I •I_---♦ ----- ----- _-- -- 2 2X ER . 1 1 1 - O O (2)2X8GIRDER .--. ==2X8 GIRDER .--. (2)2X8GIRDER .--. O SGIRD .- 3 2X8 ACQ GIRDER; ' (3)2X8ACQGIRDER ' (3)2X8 ACQ G I RDE R ' 3 2XSACQGIRDER ' ' ' ' ' ' ' I ' - F_________________,_ _,_____________ ., a________________ . �_________________� , ,I ,( 1 1 , 1 , C O ' (3)2X8 ACQ G I RDE R , i (3)2X8 ACQ GIRDER (3)2X8ACQGIRDER (3)2X8ACQGIR ER 1 ?-----------------� ' ---------------- -- --------------____-' -----------------_- ------------------- -- - ------- ------------ - ------------------- - - -------------- - _-,- - -'----------------------- ' -_!-_ -�--------------- 1 1 ----------------- -------------'--- ------------------® ----------------- -1-----------------ram r-----------------r QPI - - -- - ---------------- - - - ---------------- - --------------_____-_-- - - - - - ------- ------------ ------_--_ -- _----------------- -1 1 . . r r 1 1 y - - _ _ --------------------- -- ,L �.-•- - - - - - -,—r - _ - r - - - - - r—,- _ - - - - - - -.�.- - - - - - - - -.J• - 1`O-1-----------�_O.j--- - - - - - - ' -- ' - - - - - - - '� 1 - - - - - - - - - - i- - 1---'-'-'---------'---� - ----- - -� - -r r_ __________________r = 6' 0" 7'-7%" 7'7'/2" 10' 2" 9' 3 4" 9'-3%" 9'-3a/<" 9' 3%" 70'-0" EXISTING FOUNDATION PLAN SCALE: 3/16" = V-0" PROPOSED FOUNDATION PLAN B A SCALE: 3/16" = 1'-0" OF NEW Y �. DEE,, �0,� DRAWN BY: MH 01 t� ^ " uj W 3/22/2024 - .. o SS SCALE: SEE PLAN �FEI N AMENDMENT AR 2 ^4 SHEET NO: FLOOR JOISTS AT C RAW LS PAC E CHANGED FROM 12"OC TO 16"OC EXISTING INTERIOR WALLS AS SHOWN i I r (4)2X4 e ' POST F p = M C H N Design Services ' D ADDITIONAL 7-1/4 ML TO EACH v. _ " e N r r , r 1 _--- - SIDE OF EXISTING GIRDER(TOTAL:5) f r 4 o WITH(2)1"(OPTION:(4)1//2") " STEEL F IATES EACH SIDE r www.mchdesignservices.com 1 ux� I [[EXISTING 4 4 2X POSTS AT EACH END]- ® g e , � -ALTERNATIVE.- s ' I INSTALL HSS 3-L/2X3-1/2X1/8 TUBE + phone: STEEL COLUMN ON 2'X2'Xl'FOOTING ` ' (631)298-2250 MID SPAN OF EXISTING GIRDER EXISTING GARAGE ' email: z NOTE--- 401-011 REPAIR SHEET ROCK AT WALLS AND CEILING F_ I michael@mchdesignservices.com GIRDER AND COLUMN TO BE WRAPPED " AS REQUIRED WITH 5/8"TYPEEI X w 1 WITH 2 PLYS OF 5/811 TYPE-X FIRE RATED GARAGE „ i SHEETROCKTOCODE ---------------- ' --------------- r I I EXISTING STRUCTURE TO BE EXPOSED AND REVIEWED 1 I I I I � FOR CHANGE OF USE ABOVE ° I i +I t I 45 MIN.FIRE RATED DOOR ;-----------° I I 1 O w/SC HINGES&DOOR SWEEP ro ----------t I I 6 -0Y2 1 4-9 9-2,2 3 -4 I , I II I t II _+ 1 1/II I " I ________________________ I STAIR TO BE r DEMOLISHED 1 �--------- ' 4'0" ---�F-O°----- , I 45 MIN.FIRE RATED DOOR NEW�STAIR(VIF) f---------- 2'-6" tv}SC-HiNaS&DeOR•9WEEP• -- -' I ' 1 I , (4)2X4 STORA E O ' (2)2X10HDR ' POST 1----------- p I NEW 2X6 WALL "a�r0r1.d _y w _ 181-011 16'-0" 6'-011 E).ST OR 1 EP .S (VI ' PROPOSED 1 STORY ADDITION PROPOSED ADDITION r 3-1/2X3-1/2 UP N 10'-2Y2" 71-9Y211 7'-11Y2" 8'-0Y211 D W 1.8e PARALLAM EX ST I 1 6X6 POST I COLUMN(TYP) - - - - TO EM IN ; FWG120611-4 SAAS DECK (TYP) — —_ _ —_— — _ _-_ ___ _-_ - - — _ _ _ _ m . BREAKFAST AREA _ _ OPEN RAILING (2)1-3/4X9-1/4 ML HDR p tJ , 2 1-3 4X11-1 4 ML (2)2X12 GIRDER PORCH ' 41'-4%" D w I w � o � r EXISTING DECK (REPLACE/ENLARGE) O 0 i 5/4 DECKING PER OWNER O O ------------- PORCH 0 N -- 0 0 0 _ � m LL •(��•(�� N REPLACE EX, O ® O o w O Coco BR �KFAS ARE uOff uo f: N I I I I �- 0 I t I (2)2X12 GIRDER 18-1Y2 11 BATH I - - - - - W --- ® UBBIE 1�1 • MEDIA ROOM 4_6 TUBE STEEL HSS 3COLUMN TUBE STEEL 3COLUMN GATE TO BE SELF CLOSING \ , „ AND SELF LATCHING S O O O (2)1-3/4X20 ML UPSET BEAM(ALT:(4)9-1/4 ML w/(3)5/8"FLITCH PLATES FWG120611-4 SAAS (GATE) KITCHEN - - - - - •_ __ - ( )1 3/4 20 ML UPSET BEAM(AL.:W10X45) I OPTIONS: (2)1-3/4k11-1/4 ML w/1/2"FLITCH PLATE (2)2X6 SH 3-1/2X5-1/2 3-1/2X5-1/2 1.(3)14"ML(NO PLATES)IF THAT CAN WORK OUT 1.8e PARALLAM 1.8e PARALLAM 3'-611 - 41-811 n I 2.(4)11-1/4 ML,Iv1AKE WALL THICKER(2X8) ^ n COLUMN COLUMN ° r I i v REPLACE ISLAND M I El ; „ o o - - - - - - - - - - - -- ------- --- ;----- lD PER OWNER I ® r " I l h�ELE r ° 15 -6 ,�n I mil/ J ' +^ RTOP OFOFEETEACHIN BATH r ' ' J ' 00 ' t1) 5 � ' AER --- - -- ® o l EXISTING MEDIA ROOM r ;`- _- _ _-'.t - I 00 r' O : r, - O • „ N �„ SOUND ;; 4 ° r m I X m ( n z O " WALL 0 KITCHEN I ;; " ' ° e m CDBL `1Ln 11.4 D r n DINING ROOM ING'BETWEE JOISTS UNDER BEARING WALL"AB E' '""� (FORMER BEDROOM) "` '""° 0 u _ � I 1� I�14.1 0 o I ■ ,^ REPLACE EX.HEA ER PROPOSED BEDROOM No. 1 POST N w W N LIVING ROOM N 2X6 16: C I ENTRY WITH(2)91/4 L - - .- - .- .- _ __,. -_ .__ - «. V o I W (TYP, Cl� O I (3)2X4 - —•- + � _ � - � � - POST ' i . . , 5 N OI N Lr) O WET O " I u I- i " N lD I 00 z ' I BAR ' ' N e F 4-1 8 10Y2 N (2)7-1/4 ML HDR ' I I 2'-4" //// /i/ii 2'-4" /i/i o0 6 6POST w PORCH I -------- H OXIN -———————— ° i e—I (TYP) ' O I lay ua, 4'-1" 8'-10Yz" �D m cc ' DINING ROOM 1 ----- EXISTING LIVING ROOM ° b %- -m BATH Aso-s,—„ U I 7z' w I Q LL I (FORMER BEDROOM) 1 r a � I wI . « a - - - - OWALK-INc'—i O 6'-0" ., CLOSET X:a , X --- —--— ® I LL , W 00 ENTRY "'EXISTING 1ST. FLOOR PLAN = A ; ;�;10 BL m S -6AuX c-I t I III• op SCALE: 3/16" = 1'-011 (3)2X12 GIRDER ' ( )9-1/2 ML HD 1/2 ML H R _ 2 2X6 A , m ( ) l0 1 rI° d % �e cri i°1° 3 2X41 -T 'rr- 4 ' TW3046 r ,TW3046 REPLACE EX.HEADER � _ .. - ,. .. ,. . _ � WITH(2)9-1/4 ML POST w 4'-6" 7'-6" 4'-011 w 0 161-011 61-011 N 00 N 1 m COVERED PORCH PROPOSED ADDITION N 1 CATHEDRAL CEILING 00 5/4 DECKING PER OWNER 1 , 6X6 POST BOX IN ' (3)2X12 GIRDER (TYP) (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER ' 0 ------------------------- 11 6'-0" 7'-7Y2" 7'-7Y211 101-211 9'-3%'1 9'-3%'1 9'-3%'1 91_3Y411 " ------------------------- 701-011 DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN - SCALE:SCALE: 1/4" = 1'-0" B A ` SCALE: SEE PLAN NEW 2X4 STUD WALLS @16"OC,HEIGHT TO MATCH EXIST. EXTERIOR TO HAVE 1/2"SHEATHING,SIDING PER OWNER ti OF NEI V y w/UNDERLAMENT(INSTALL PER MFGR,SPECS) C_ ), DEE,� 0,p INSULATE PER ENEGY COMPLIANCE(SHTA 8) AMENDMENT 0�* SHEET N O. ('� WALLS AND CEILING TO BE 1/2"GYPSUM(TYP).BATHROOMS , �I W TO BE MOISTURE RESISTANT,SHOWERS TO BE CEMENT BOARD 2 �, GARAGE EXISTING STRUCTURE FLOORING TO MATCH EXISTING w/ROSIN PAPER OR APPROVED �QA�O' • �©� �� EQUAL TO BE UPDATED WITH ADDITIONAL R°FESS' SMOKE AND CO DETECTORS TO BE INSTALLED TO CODE AND HARS-WIRED CONNECTED WITH BATTERY BACK UP ST R U CT U RA L ,CHANGES