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Home My WebLink About49299-Z 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#: 49299 Date: 5/23/2023 Permission is hereby granted to: Javier Fernandez,mm 5135 Indian Neck Ln � ..............� ITIT... ��_...._ �... ..........c _......�. .. ..� .. �. .� Peconic, NY 11958 . mm ._._ ......__. To: Construct an accessory detached garage to an existing single family dwelling as applied for. At premises located at: onic 5135 Indian Neck Ln, Pec .._..__ �� .......-- ............ .......... SCTM # 473889 Sec/Block/Lot# 98.4-1.2 Pursuant to application dated 4/21/2 p _ 023 and approved by the Building Inspector. ..._.._. To expire on _11/21/2024._ Fees: ACCESSORY $388.00 CO-ACCESSORY BUILDING $50.00 Total: $438.00 __... ..._................ . Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT " Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 SII Telephone (631) 765-1802 Fax (631) 765-9502 https://Nvwwsouthoidtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only - +'.J, PERMITNO, V1 Building Inspector: � A , Applications and forms'must,be filled out in their entirety Inc6mplete �rof�I.I I"Iimm'.:i applications will not be acceanpted. Where'the Applicant°is not the owner, . Owner's Authorization form(Page 2)shall be,completed. Date:. OWNERS)OF,PROPERTY: Name: i Fernandez & Lisa McKeon —T—SCTM#1000-098-001-1 .2 Javler Project Address:5135 Indian Neck Lane, Peconic NY 11958 Phone#:917-679-4555 Email:Lisa.McKeon@gmail.com MailingAddress:5135 Indian Neck Lane, Peconic NY 11958 CONTACT PERSON: Name:Michael Macrina Architect P.0 Mailing Address: 21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 Email:mmacrina@mmarchitectaia.com DESIGN,PROFESSIONAL INFORMATION Name:Michael Macrina Architect P.0 MailingAddress:21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 Email:mmacrina@mmarchitectaia.com CONTRACTOR INFORMATION Name:. Mailing Address: Phone#: Email: DESCRIPTION PF PR, C�NTRUCTIOM "`' " ❑New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: lil0ther Garage $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No I' 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes 19 No IF YES, PROVIDE A COPY. ❑ Check Box After Read!rig. 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 210A5 of the New York State Penal Law. Application Submitted By(pot ame):M I e( 9acri n cL, W'(uthorized Agent ❑Owner Signature of Applicant: Pf ,A-e-G+ P,C Date: STATE OF NEW YORK) SS: COUNTY OF Micnoei MacrtylCL t being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this . .., day of r�7 r3 iw'��., , 20 Notary Public ECAROLINE M mACAftTlfUii blic-State of New^YorkPROPERTY OWNER V 'Ta ,01MA63gdf�35(Where the applicant is not the owner) Expires D cou1�7026 1, K residing at 3 ( rJecr ^ �S6 do hereby authorize K w R� to apply on C,h►+-2C-�- P-C my behalf to the Town of Southold Building Department for approval as described herein. ?( c LeZ I . Owner's Signature Date Print Owner's Name 2 F _ F form now °r &Carol Ann Edmund Joseph ann f or R'erry � Baum w Or n°Mary Kull 0 0 m 7D 1?8p8 ,e.4 i N?eGOLn , now Or fOrmerry Ann sePh 8, CarOr Edmund Baumann rrfz Ar eQ IO -n o � li ` cP p 71 , / fr 1 3jd4i. n® p®ter a 1C G 39a� 60. , VIP'C' 1 gSY.ER' TEST HOLE 0.0 b TOPS 1 LOAM � �. I --17. 1 1 Ems = COARSE _�- ? a+ EL=6.6 �O SAaND � 5 W440 SMALL - AMOUN GRAVEL - 80 COARSE SAND 1 N D 1 p,N GRAVE 107 GR. WATER I SURVEY FOR FRANK KULL JR. 8 FLORENCE KULL OCT. 1 1,1985 JUNE 28,1985 - AT ECO IC DATE APR. 17,1985 MWN OF UTHOL SCALE- I"= 60' COUNTY,SUFFOLK NEW YORK NO. 85-453 UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO SURVEY 5 A VIOLATION OF SECTION 7209 OF THE -4 NEW 'CORK STATE EDUCATION LAW CHICAGO TIT dE�,I SU I *COPIES OF THISS VEY NOT KARING THE LAND SOUTHOLD I q - N �N; SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL }- NOT E CONSIDERED To E A VALID TRUE COPY O #GUARANTEES INDI TED HEREON ALL RUN LY TO O Z �APPROVALa� HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON His BEHALF To THE TITLE COMPANY,Gov N- C N NEAREST WATER SAIN—MI,Z *SOURCE OF WATER, PRIiATE—PUBLIC MENTAL AGENCY AND LENDING INSTITUTION LISTED II SUFF CO. T M P T SECTIONQU-BLOCK - LOT 1- HEREON, AND TO THE ASSIGNEES OF THE LENDING TNERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION- GUARANTEES ARE NOT TRANSFERABLE OTHER THAN THOSE SHOWN HEREON. TOADDITIONAL INSTITUTI S OR SUBSEQUENT sr R THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE OWNERS WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT R D1TA CES SHOWN HEREON FROM PROPERTY LINES { To EXISTING: STRUCTURES ARE FOR A SPECIFIC � L OF HEALTH SERVICES. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH APPLICANT, PROPERTY LINES OR FOR THE ERECTION OF FENCES ADDRESS L400 OSTRANDER AVENUE - YOUNG a YOUNG RIVERHEAD, NEW YORK NOTE: G=MONUMENT LDEN W.YOUNG,PROFESSIONAL ENGINEER 4 AND LAND SURVEYORN.Y-S.LICENSE NO.12845 HO W-YOUNG, LAND SURVEYOR LOCATION OF WELL(W),SEPTICT ( T) CESSPOOLS(CP)SHOWN HEREON N.Y.S.LICENSE 0.4 E FROMI FIELD OGURVATIONSOR DATAOGT F OTHERS - BRANDIS & SONS INC. 1046 ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 92020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ` ,`s• ACID ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER •ENERGY CONSERVATION : 2020 RCNYS ACT ACOUSTICAL TILE INT INTERIOR SEC SECTION C-1 Code Data Building Data CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total ,.._. AL ALUMINUM INV INVERT S.F. SQUARE FEET Scope of Work (In accordance with Title 19 NYCRR PART 1265) •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS ALT ALTERNATE JT JOINT SIM SIMILAR P TO:Town of Southold Cellar Level finished AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) *PLUMBING : 2020 RCNYS (finished) Lot Description OWNER OF PROPERTY:Javier Fernandez and Lisa McKeon o ASF ABOVE SUBFLOOR LAV LAVATORY SQ SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBERm A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL Vicinity Map ): •ELECTRICAL : 2017 NEC, NEPA 70-2017 & 2020 RCNYS a h A.P.B. ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 5135 Indian Neck Lane, Peconic,NY 0 First Floor Level *MECHANICAL : 2020 RCNYS rn B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD SCTM#1000-98-01 -1.2 S BOARD MAX MAXIMUM STL STEEL *TOWN OF SOUTHOLD J Second Floor Level M -a C r n --a BD Building Code Minimum Standards PLEASE TAKE NOTICE THAT THE CHECK ALL THAT APPLY BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR �,7-1 g ( ): BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB ❑ New Residential Structure A rC i t� Ct B.W. BOTTOM OF WALL. MRB MARBLE TEL TELEPHONE ❑ Addition to ExistingResidential Structure Totals Site Plan USE: Single Family Detached Accessory Structure CBB CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICK(NESS) S P-1 ❑ Rehabilitation to Existing Residential Structure Q 21 Main Street Ston Brook NY 11790 CL CLOSET MTL METAL T.O.S. TOP OF SLAB CONSTRUCTION: Wood Frame Platform (un-sprinklered) L y CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER Zoning Analysis TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT ° 0 Garage 720 sq.ft. CLR CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD LL phone. 631 686-6585 COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT (check each applicable line): fax. 631 686-6786 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST A-1 Foundation Plan/Details ❑ Truss Type Construction(M email. M Macri nag M MArchitectAIA.com CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION Garage Plan ❑ Pre-Engineered Wood Construction(PW) web. MMArchitectAlA.com CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL ❑ Timber Construction(TC) 2 These plans are pe instrument of service and are CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED the exclusive property of the arnd des g IN THE FOLLOWING LOCATIONS CHECK APPLICABLE LINE): � Infringements of the concepts and design ideas C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER ( )( ) presented on these drawings shall be prosecuted /� Attic Plan to the fullest extent of the law. Copyright 2020: CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL A-2 ❑ Floor Framing, Including Girders andX(F /� Michael Macrina Architect, pc. All rights reserved, CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED Roof Framing Plan 1:1Roof Framing(R) no part of the plans may be reproduced without DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASEthe expressed written consent of the architect. DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT Electrical Plans © Floor Framing and Roof Framing(F DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: AREA DIAGRAM CLASSIFICATION F I CATI O N 9 DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD Drawing Status . PRINT NAME: Michael Macrina Archit p DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING f DN. DOWN PKT POCKET WC WATER CLOSET A-3 Elevations CAPACITY(Check One): ❑ Owne Owners Representative Climatic & Geographic Design Criteria : Table R3o1.2(1) D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD Exterior Specifications EA EACH QT QUARRY TILE WR WATER RESISTANT 6" DIAMETER > Ground Snow Load: 20 psf Issued t EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION Building Section , Speed: 130 mph ultimate wind speed M EX EXISTING REV REVISION(S), REVISED EQ EQUAL REQ'D REQUIRED - . (128 mph actual as per ASCE 7-16) bUildil EXH EXHAUST RM ROOM A-4/� Braced Wall Plan REFLECTIVE RED REFLECTIVE WHITE rn Topographic Effects: No EXT EXTERIOR R.J. ROUGH JAMB A--T PANTONE#187 Wind Exposure Category: B U e p a rot e n t EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF Exterior Details >� �, .� EW EGRESS WINDOW NEW YORK STATE `, Seismic Design Category: B (D / FAI FRESH AIR INTAKE R.R. ROOF RAFTER Strapping Details J FC. FIRE CODE R/R REMOVE & REPLACE Special Wind Region No L FD FLOOR DRAIN Nailing ScheduleWind Borne Debris Zone Yes garage s I ca b FIN FINISH(ED) N g Framin Details °` E U FLR FLOORING) - 2 Weathering: Severe FPSC FIRE PROOF SELF-CLOSING * Dates Frost Line Depth: Winches FT FOOT(FEET) F.J. FLOOR JOIST C/) Termite: Moderate to Heavy 4/21/23 Issued to Building Dept. FTG. FOOTING 1 GA GAGE, GAUGE - - H Winter Design Temperature 11' F GALV GALVANIZED Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters GFI GROUND FAULT INTERRUPT The construction type 1/2" GL GLASS designation shall be"I", STROKE Flood Hazards N/A "Ir","III","IV"or'v'to GWB GYPSUM WALL BOARD indicate the construction Air Freezing Index 618 GYP. BD. GYPSUM BOARD classification of the 'GP' GEORGIA-PACIFIC structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1' F 602 of the BC NYS COMPONENTS THAT ARE OF HC HOLLOW CORE TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) HDW HARDWARE ■ � € F FLOOR CONSTRUCTION,INCLUDING rn c " " GIRDERS AND BEAMS ZONE 4 18.2 -19.0 M HOLLOW METAL _ HOR HORIZONTAL is «� "R" ROOF FRAMING � " I ZONE 5 18.2 -24.0 HP HIGH POINT . DUIt DIINd' "FIR" 0 L ZONE 1 16.7 -18.0 HR HOURS) Si/;hDAItDSAVUCUUtS FR FLOOR AND ROOF FRAMING HT HEIGHT > No. Date Description HD HEAD IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, M ZONE 2 16.7 -21.0 J HVAC HEATING/VENTILATING/ PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, C14 `- Proposed Project AIR CONDITIONING THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED `� ZONE 3 16.7 -21.0 0 Garage TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR �1! ZONE 1 10.5 -16.0 u- (720 Sq.ft.) Proposed MATERIALS PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT o 0 o N THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER O ZONE 2 10.5 -29.0 C-4 _L LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. LN ZONE 3 10.5 -43.0 Detached Garage BRICK VENEER EARTH ZONE 1 10.0 -18.0 CALL BEFORE YOU DIG ZONE2 10.0 -30.0 For CONCRETE MASONRY UNITINSULATION (THERMAL) ckw�m o ZONE 3 10.0 -46.0 ■ �,'�+ ■ Javier STEEL 'PVC' orCOMPOSITE MATERIAL 'a ��",--G`+t��Eir�-r' "�?�,� Zone Diagrams: r - . �: . . .�� _ 2 Fernandez ROUGH WOOD RIGID INSULATION Electric Power Livres 3 s 3 CONCRETE FINISH WOOD Gas,©11,or Steam t Z 4 ' isa Ilk 5 35 Communication Lines,CATV 2 Potable Water 5 �3� 4® 3 3 PLYWOOD GYPSUM BOARD 4 ® Reciaimod Water, irrigation,Slurry ov s s !9[�� 4 McKeon. Sewers and Drain Lines Interior Ktvwwh elow Wall one Call beforeyoudI� Temporary�Su Markings Edge ® Perimeter �i � 0 5135 Indian Neck Lane Proposed Excavation Zone Zone L Proposed SYMBOLS 0 unfinished PeCOnIC, NY MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 0 Attic Li" Jurisdiction VICINITY MAP USE LIVE LOAD DEAD LOAD I NEW FRAMED WALLdetail HVAC ZONE CHART Exterior Balconies and decks 40 psf 10 psf 0 2 .number 0 Town of Southold A4 0R I detail z DETAIL Fire Escapes 40 psf 10 psf 0 EXISTING FRAMED WALL l area A-4 U) Suffolk County 7 sheet Passenger Vehicle Garages 50 psf as per plan 7TTli'7TllT7 FRAMED TIMBERSTRAND WALL number Unhabitable ATTICS without Storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: REVISION CLOUD Habitable ATTICS and ATTICS 30sf 15 psf M.P. �G P�_ A. y,� DOOR served with fixed stairs p p Checked By: 'A ,��- 0- STRUCTURAL BEAMROOMS other than sleeping rooms 40 psf 15 psf iV /,ll� SCOPE O F WORK M.A.M. � ' WINDOW Sleeping Rooms 30 psf 15 psf 211 WINDOW/ EXT. DOOR NUMBER JOISTS / RAFTERS Stairs 40 psf 10 psf Proposed detached accessory structure with unfinished attic Job No. °31286 Oq� two-digit ;;s�� ti'�-r Guards and Handrails 200 psf lateral 2220 OFNE\N� (see schedule) 0 REVISION NUMBER �: `'` r ,,{� No plumbing work in this application number identification 2 w; • Guard in-fill components 50 psf Sheet Tithe,� t.- floor level INTERIOR DOOR NUMBER SMOKE DETECTOR ROOFS 30 psf 15 psf Proposed electrical work (filed as separate application) 10 door (see interior drawings) 1 2( ALLOWABLE DEFLECTION: Table R301.7 Cover Sheethorizontal ROOF PITCH s' number "77q6<--verticals , Structural Member Allowable Deflection .,k �- - Sco a of Work 211 ABOVE / BELOW/ HIDDEN LOT DESCRIPTION ��'_' �' p Rafters having slopes renter than 3/12 with no L/180 Project Data two-digit ROOM NUMBER finished ceiling a tacked to rafters. / identification (see schedule) s floor level - - - CENTERLINE SECTION / BLOCK/LOT : 1000 - 98 - 01 - 1.2r;�� -1 Interior Walls and Partitions H/180 --- ELEVATION MARKER - - - DRAFTSTOPPING TOTAL LOT AREA= 42,650 s.f. �'' .= "y Floors and Plastered ceilings L/360 w All other Structural Members L/240 PLAN KEY 2 elevation number ZONING DISTRICT: R-80 °� Sheet Number ❑B Exterior Walls with plaster or stucco finish H/360 (see plan key notes, same sht.) 1 A7.1 3 INTERIOR ELEVATION Exterior Walls - wind loads with brittle finishes H/240 se4 sheet number section number r Exterior Walls - wind loads° with flexible finishes H/120 A SECTION A-5 •�, Lintels Supporting Masonry Veneer Walls L/600 sheet number Note : L=Span Length, H=Span Height GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of with ACCA Manual S based on buildingloads calculated in accordance with ACCA -:- the drawings,whether they are indicated on the plans or not. GENERAL a. Glazing infixed and operable panels of swinging, sliding door tape and three coats of spackle : ; -"," b. Two thicknesses of 1"x nominal lumber with broken lap joints Manual J or other approved heating and cooling calculation methodologies.New or11 .,_ .. 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16"oc and bifold door. 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal to ` or greater than the minimum required by federal law for the geographic location Y at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape where the equipment is installed. �- notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2'x4' on the flat d. One thickness of 3/4"particleboard with joints backed by 3/4 and one coat of thinset and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. discrepancies after beginning the work shall be the full responsibility 3-1/2" 2"x4"stud at 16"oc particleboard. GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board Manual J&S is required for any new or replaced heating or cooling equipment of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and _K_A_ i C h .-raE:,% I a minimum of 3,500 psi. steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle f. 1/4"cement based millboard 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom ELECTRICAL Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 2411. g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board Ma C r 0 n a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION O F FLOORS three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 ,Arch � itE-:� ct Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. d. Lap top plates at comers and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel,aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes, etc. shall gypsum wall board membrane,5/8 wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 2 The Electrical equipment and wiring shall e installed accordance prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: tape and three coats of spackle with chapters 34 thru 43 of the 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets,lighting,devices, luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. wires, speakers, drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic,or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats 4. All electrical outlets In"wet"areas to be ground fault interrupter phone. 631 686 6585 . with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle (G.F.I )type. fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6-6"high. web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D,or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. mese plans are the exclusive proppan ee instrument of service and are rty of the architect. occupancy and/or certificate of compliance. b. Floor assemblies located direct) over a crawl ace not intended f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided Y the following conditions shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings shall be prosecuted 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the for storage or fuel-fired appliances. Locations. to the fullest extent of the law. Copyright 2020: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil) hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footingcontinuous) u to the finished rade line. of the stud, and the hole is not located in the same section as a cut where complyingwith the following: tops of level roofs intersect with vertical wall surfaces. See Ian for the part of the plans may en reproduced without Y P 9 g' P p 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected porticns does not exceed 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4.All crawl space receptacles are to have G.F.C.I. p rotection. 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Drawing Status : all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I.protection. distortion and misalignment,according to applicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. d.Wood floor assemblies using dimension lumber or structural composite f.4 One or more walking surfaces are within 36 inches measured G.F.C.I. protection. Bearing Walls: horizontally and in a straight line,of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior STRU CTU RAL STEEL lumber equal to or greater than 2-inch by 10-inch nominal dimension, 7.All laundry, utility and bar sink receptacles that are located within 6ft. 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2'x4"studs spaced at doors. See plans for metal specification.performance. The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. or other approved floor assemblies demonstrating equivalent fire g. Glazing in guards and railings, including structural baluster panels of the outside edge of the sink are to have G.F.C.I. protection. lssued necessary for the proper exEicution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi pand nonstructural in-fill panels,regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub, spa and hot tub ramik I The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than(2)2"x is used,floor joists shall be a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney ry a minimum of 4"and let-into horizontal mason joints 4". builai Hollow Structural Shapes ASTM A500 GR B Fy 50 ksi no more than 1 . Combustible insulation shall be seperated not less than 3 Inches from h Glazing in walls,enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or '0.111,Li I len�,, 11. The Contractor shall have the building department approved plans and recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas,steam rooms, bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and shower stall are to have G.F.C.I protection. Del,-%ai any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. entire project. Y t Install each bolt with a hardened washer under the nut or head 1/2 sum board fastened as per nailing schedule with required Exce tions p ) gyp p g q p less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. combustible insulation complying with the listing requirements shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms,living rooms, techniques, sequences,procedures or for the safety precautions andWINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the water's edge of a bathtub, hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' Dates : 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or roved equal flashing tape.Jambs first then head over jamb tape. a combination type arc-fault circuit interrupter installed to provide P P P g P PP q g P 1 P protection of the branch circuits. and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than 4/21/23 Issued to Building Dept. shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory, and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between All smoke alarms shall listed accordance with UL 217 and with Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMA/WDMA/CSA 101/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents,ducts,wires,etc.through ceiling installed in accordance wth the provisions of Section R314 of the - the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMANVDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-136 by Everkem or equal 2020 Residential Code of NYS and comply with the provisions 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R314.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Single and multiple-station smoke alarms shall be installed in 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Bamard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2.Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITION NOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition, the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min.thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gars, electric,water,telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels, a smoke alarm In addition,the Contractor shall obtain utilitymark-out prior to members are to follow manufacturers specifications unless noted Unfinished basements, habitable attics and eve sleeping room Hearth Extension 8"for fireplace opening less than 6 s ft. direct) to the outdoors. Exhaust air from bathrooms,toilet rooms and No. Date Description P P ►Y P 9 P P 9 q� Y installed on the upper level shall suffice for the adjacent lower commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. below the upper level. Project : 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue Hearth Extension 16"for fireplace opening less than 6 s .ft. and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any (front f i p p g q 3. DOMESTIC COOKING EXHAUST: 4. Smoke alarms shall be installed not less than 3 feet horizontally ( oto opening) 20"for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors 3. The Contractor shall at all times provide protection against weather minimum Fb= 850 and E= 1.4x106. No SPF lumber may be used standard washers. shall open direct) into a public way, or to a and or court that opens equalto 6 sq.ft. through a duct.The duct shall have a smooth interior surface, shall be or shower unless this would prevent placement of a smoke alarm Proposed P P 9 Y P Y P Y Y P g (rain,wind, storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20 min.firebox depth airtight, shall be equipped with a backdraft damper and shall be required by Section R314.3. equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. Exception: Thickness of 8"where firebrick lining is used independent of all other exhaust systems. Ducts serving domestic When more than one smoke alarm is required to,be installed within an Detached G property of the Owner which is to remain in use. Basements used only to house mechanical equipment Wall of Firebox cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. space or areas inside the building. 4. Contractor to provide all necessary temporary supports as may be not exceeding a total floor area of 200 square feet. Distance from top 8"min. such a manner that the actuation of one alarm will activate all of the required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in For 6. Operational constraints and opening control devices: all bedrooms over background noise levels with all intervening doors closed. structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. Where installed in accordance with the manufacturer's instructions, g 9 Emergency escape and rescue openings shall is operational from 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, ' the inside of the room without the use of keys,tools or special knowledge. Combination Detectors. 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to 6 Window opening control devices complying with ASTM F 2090 shall be Combination smoke and carbon monoxide alarms shall be permitted Javier a minimum E= 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of in accordance with the conditions of the listing,and shall be tested discharge to the outdoors. 6. All existing ductwork, electrical components, etc. in areas to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL 127. to be used in lieu of smoke alarms. demolished shall be rotectE:d and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall P q 9 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: have minimum dimensions as specified in this section. Power Source. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Fernandez 7. Minimum opening area: the building wiring when such wiring is served from a commercial source, 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) 9 9 9 Emergency and escape rescue openings shall have a net clear demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. and when primary power is interrupted, shall receive power from a in use. The minimum nail enetration into framin members shall be opening of not less than his square feet.The net clear opening & Lisa P g FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch 1-1/2"for 8d nails and 1-3/8"for 10d nails. INSULATION /� For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms operation of the emergency escape and rescue opening from the inside. N S U LATI O N 1. DRAFTSTOPPING REQUIRED: The net clear height opening shall be not less than 24 inches and the installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery operated when installed in buildings SITE WORK / EXCAVATION SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam) insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall without commercial to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the to of the attic insulation. The baffle shall be power. McKeon 9 1 9 Y PP� 9 p P P 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX)plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the Carbon monoxide alarms shall be installed in the following locations: 5135 Indian Neck Lane approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: Excavation shall not commence until utilitymark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2" sum board,23/32"wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a 1. Carbon Monoxide are required on each level on which sleeping P P 9 9 PP� 9 9YP P heCOnIC, NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof spaces are located,within 1 Oft. of the sleeping area. 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. More than one carbon monoxide alarm shall be provided be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade(CDX)plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. where necessary to assure that no sleeping area on a story Jurisdiction : soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with 6. UNVENTED ATTICS: is more than 1 Oft. away from a carbon monoxide alarm. . soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam) insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equalHVAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Soild Fuel When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members. The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening be installed within an individual dwelling unit or sleeping area,the clayey gravel(SW, SP,SM, SC, GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24"above the finish floor and greater than 72" Ignition barrier is not required when the foam insulation has been Burning appliances shall be provided with combustion air in accordance with the alarm devices h r Drawn B : e cess all be interconnected in such a manner that the actuation Y has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturer's installation instructions.Oil-fire appliances shall be of one alarm will activate all of he /arm in h C,- E0 A - unless specified otherwise on laps. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. be provided with combustion air in accordance with NFPA 31. t alarms the Individual unit. M.P. P P g. P P Y g PP q4k,.r rtr 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings The alarm shall be clearly audible in all bedrooms over background noise 4 - ,>. a.operable windows with openings that will not allow a 4 diameter Ducts levels with all intervening doors closed. �� Ac' .r' o� �0 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier 4. Insulation to be as specified in the insulation schedule and details. Checked By: n "N 2 -4 otherwise on plans. between stories and between a to story and the roofs ace. sphere to pass through the opening where the opening is on its Duct Insulation "� P P rY P d v largest opened position. fig. 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. �:r., * 11. All joist hangers and fasteners that are in contact preservative treated following locations: b.operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with +. '' ''": 4 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. 31286 walls without floor framingor proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage Duct Sealing I, �O p p g q P P g c. operable windows that are provided with window opening control labeled as complying with UL2075 and shall meet the sensitivity testing +�NES damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: The buildingthermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2220 g p P gg devices that comply with ASTM F 2090.The window opening p g and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,gasketing detectors and alarm control units shall be installed in accordance control device, after operation to release the control device responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. Sheet Title C/ allowing the window to fully open, shall not reduce the net clear with the R.C.N.Y.S. and the manufacturers installation instructions. 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. 7. All grading to drain surface storm water awayfrom foundation walls with soft flashingto prevent direct contact with the concrete/mason b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required g g o P ry' by section R310.2.1. Duct Support Power Source. Notes. at a minimum rate of 5/o slope. spaces such as occur at soffit,drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power G e n e r I 14. No structural members shall be altered, omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial a 8. Stockpile topsoil for re-use, iredistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / CRAWL S PACE ACCESSpp equipped battery backup y the run. Enclosed spaces under stairs shall have walls.under-stair surface Nonmetallic ducts shall be supported in accordance with the manufacturer's source and shall be ui ed with a batte system that 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceedCLOTHES DRYER EXHAUST installation instructions. automatically provides power from one or more batteries when primary - Building Code ower is interrupted.Wiring shall be permanent and without a of bridging at every 8 feet of span in floor,attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed P P 9 P Duct Separation The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes, ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residentialdisconnecting switch other than those required for over current protection. in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access is located in a Code of NYS. Ducts shall be installed with at least 4 separation from the earth except where Requirements D RYWE LLS / SANITARY SYSTEM theymeet the requirements for underground duct systems. metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be e requergrounsysListings 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Ducts located in garages and ducts penetrating the walls rn ceilings gauge the Drywells shall be set in clean sand soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys ass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed dwelling from the garage shall be constructed of a minimim No.26 gauge sheet My Y P P P Y P P P Combination Alarms. ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall metal or other approved material and shall not have opening into garage. Sheet Number : prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists,beams or headers shall be self-supporting level equivalent to the insulation on the surroundin surfaces.Access be 4"nominal in diameter. Combination carbon monoxide/smoke alarms shall bean acceptable p P Y 1 PP 9 q g alternative to carbon monoxide alarms.Combination carbon monoxide/ than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing . 2. Drywells are to be connected with a min.of 4"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in accordance with UL 2034 and UL 217. each downspout leader unless noted otherwise on plans. 1/4 the depth of the member.Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft. for each 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum U_ I Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. `t t Proposed septic system see approved , I - u -78044'00" E I-78.o8' i C h � Q proposed F----------- a i_7,--"— 1 (� 0 n -F-a 1 pre-fab pergola -' 0 0 � 1 over patio on _ _ N - LP 015' accessory structure setback I A r h grade — -- - -- �(-. 22' height) 1 �� STORM WATER (11 20' 3.7; or��da ed o ( I N 1 I 50'-0" - ---_ -- /3.5 shower o I 21 Main Street Stony Brook NY 11790 RUN-OFF CALCULATIONS : _ t Pro osed - _ 2" i e I ° Pool House co - to a ywe(T DW I j phone. 631 686-6585 -t - proposed 8' dia 8' I _ � _ (filed seperate) p p fax. 631 686-6786 ROOF RUN-OFF: I -0❑ tall drywell for pool ' I email. MMacrina@MMArchitectAIA.com ' proposed— + I 0'=--I 3.5 house and gars e • Run-off Factor= 1.0 -- 1 ` •\ I 1 web. MMArchitectAIA.com I I stepping `-- t-�J 3.7' 1 • Rainfall = 2" (.17') stones ❑ — ' I These plans are an instrument of service and are r- - concrete 24 1 I �� =a �—�_ I I the exclusive property of the architect. • Pool House Roof Area = 350 sf 1 + ❑ -' -' landing Infringements of the concepts and design ideas ❑ - - r - resented on these drawings shall be prosecuted • Garage Roof Area = 720 sf ( I r0 O� \ 1 p g Ip p- -`- to 1 to the fullest extent of the law. Copyright 2020: Total Roof Area = 1,070 sf -j I-patio--,on- - I Michael Macrina Architect, pc. All rights reserved, proposed 20 x40 t grades Garage I I no part of the plans may be reproduced without 1 ' in ground pool = _ cente garage— O the expressed written consent of the architect. N• Volume Required = center with bilco door r. wltFi T6T C:) M , rainfall area run-off factor I = and proposed garage ___-_rte- M I 1 (rainfall) (area) ( _ ) 1 I =I-= ; -- --- - I I Drawing Status .17' x 1,070 sf x 1.0 = 182 cu.ft. 1 I = *20- 1 • Drywell Required = i 24' 8" I 8 ft. dia. Drywell Ring =42.24 cu.ft. per foot of height 1 I = I I I Issued P• 182 cu. ft./42.24 cu. ft. per foot of height=4.3 ft. 1 I I I E I =CD CDP I I 0 ��new 1 • Provide: I " I 1 (1)8 ft dia. x 8ft tall drywell ring I I o''-� driveway I I'm I N I I UI eIr1C ICIO _0 3 I W N De a ltw%,% enJ% 1 I ' OP o ' I a existin _ 0 ticg , ONS sep Solid Cover(Traffic Bear'g) 1 I l a Grade existing , 6" SDR-35 sewer pipe 12��min I I = "",� outdoor I( 1 Dates pitched at 1/8" per foot I 24 maxI Trac Bear' 1 I shower minimum _--4—Traffic g Dome 1 i I existing-" existing i I 4/21/23 Issued to Building Dept. bilco �� II 0 ® ® ® ® ® ® I I I landing door �� 1 ® ® ® ® ® ® i 4,000 psi Reinforced " existing i ® ® ® ® � " I Conc. Rings (typ) 1 deck new ® ® ® ® ® ® ® x 1 I ;; driveway X 1 j j ® ® ® � � ® I—j—3-0 min. Collar = 1 I I Backfill w/Clean 1 I existing Wrap drywell with I - ® ® ® ® ® ® ® . x Sand & Gravel 1 A/C unit Existing II landscape fabric i ® ® ® KA FA 0-:1 ® i ( ( One-Story i �� ® ® ® ® ® ® ® If unsuitable/clayey soil is I 24 Dwelling I uncovered at base of drywell I�-------------- - --t 1 Add a wick down to sand �—Ground Water + existing • landing - ---- Drywell Detail No. Date Description not toscale ' _r_ �'- � I Project 1 -.. ' new I walkway �— '- - NOTE top of slab anchor bolts Concrete to be attic floor subfloorfoundation below finish grade (2)2"x6"treated (see detail) 3,000 psi min. LEGEND sill plate UEn sill seal insulation Structural post min. 13 (2)2x6 unless noted floor joist y: � coated copper Top of Wall otherwise on plans haunch slab termite shield garage door 0'-0" New framed walls anchor bolts(see 1 . foundation wall anchor bolt detail) �� ., =1 / weather stri in n o 2 6 stripping I I •,i Taller/lower wall refer to sections _K_A_ i c: F-1"x2"'Versatex'trim o I I k •o Q�JI Above subfloor A.S.F. 4a C r I 4a Y■ Slab Ed a Detail .Ili a 2 slab on grad teco =install simpson strong tie joist hanger AN �� 1 te ^� Y4"overlap 3/4" = 1 '-O" (see plan) (� steel beam . door opening (see struc. plan) { plywood 1Y2" 8"thick poured concrete o. ' New Foundation Wall --------------- 21 Main Street Stony Brook NY 11790 sheathing \ 5/4"x8"'Versatex'jamb " " foundation wall °: On Footing / •.. 6'-0" o.c. 6 min.—� " o- "' shim to be ripped to size 12" max. 8 top of wall (0'-0") --------------- blocking each side space (overlap trim 1/4") provide 2"x4"key , phone. 631 686-6585 - - TYPICAL TYPICAL ;O --------------- fax. 631686-6786 wrap beam w/5/8' --- X o Lower Top of Wall Type-X Gyp. board 4� �/ SPACING CORNERS = o email. MMacrina@MMArchitectAIA.com E E compacted clean fill (see plan) ----- (1)2"x10"pressure 1/4"reveal --------------- web. MMArchltectAlA.com ______ ____ typical siding �o= i :,. comer bead - - treated nailin late �' - 9 p 5/4'x4' 'Versatex casing o _ These plans are an instrument of service and are 'Simpson' BPSS/-3 • 2 #4 Rebar 00 Detail Symbol —� the exclusive property of the architect. (� Infringements of the concepts and design ideas hot-dipped galy. - - — —�. 2 2 Typical Garage 3"S Washers& presented on these drawings shall p prosecuted q• to the fullest extent of the law. Copyright 2020: Steel Beam Detail Door Jamb Detail End Nut Setup 4" Required Hold Down Michael of th a Architect, pc. All rights reserved, to of bolt Location(see detail) ® no part of the plans may be reproduced without 16" the expressed written consent of the architect. -O" sill plate(see fnd. wall details) Typical Garage Post From Above �%�,; Drawing Status 5/8"dia.Anchor Bolts r ■ a Foundation Wall ffoundaticoncrete n wa ie 1 " = 1 •-o" UTILITY SERVICE NOTE Issued 171% T Anchor Bolt Dtl General Contractor Shall Locate & Stake U ,� yp■ Out All Exist'g Utilities Prior to Any I I Not To Scale Excavation. The Utilities Shown on Plan ® �i ria are Approximate Locations Only. `i t. a C. First Floor Exterior DoorMindow Schedule Model# Remarks Dates 4/21/23 Issued to Building Dept. Top of wall First Floor set top of foundation wall a min. of 6"-8" 9'-0"wide x 8'-0"tall Clopay canyon ridge ultra grain collection 101 design#13 w/SQ24,insulated window above finished grade. overhead garage door g 24'-0" design walnut finish.High lift tracks to be as 24'-0" tight to ceiling as possible. 9'-0"wide x 8'-0"tall Lift Master 850OW wall mounted electric 102 overhead garage door operations with My Q wifi and keyless entry ------ footing to be a min. of 36" below grade oo .-x•, 9 9 pad.Contractor to consult with client prior to ------- - ----------- --------------- ------- � ordering. ------------'------ --------------------------------- ----- CX15-2 (2)mulled Up I I I IINv 0 1 i landing ( 2R 9' ) i l i II,x a 2"x10"F.J. d i I " iv at 16"oc(12'length) 104 36"x84"swing door to be selected = i i WZ///- P 30"x30"x12"tall i i provide blocking 40 8 5vN0O .c. Pier with#4 at I 2 2"x10" F. .7'each wa I = for bracket ( ) (2)2"x10"F.J. Y � 1 attachment - - - - - - - - xterlor Window and Door pecifications column above 1 i -- �, = i i 4"x4"x Y4"HSS column on P No. Date Description ------------ r ----------- III 4'x12"x Y2 thick base%"di All windows&exterior doors are to be'Andersen"400'Series I •=• i � � 1 i �-------- � I I secured to fnd.with(2)/"dia. �_ ---- I I I bolts and a 4"x8"to late t Low-E4 smart sun insulated lass Project 11'-4" I I P P (YP• - 9 1 i i each side of beam) -Exterior color to be black I I I i `o rj i brackets 40" 39" '- I I " -Full divided lite grilles with spacer bar as per elevations(7/8") -Tru-scene insect screens Proposed 10 9 Top of Wall i M i above t i i -window hardware color to be selected � , o i _ 36"tall 1 1 0'-0" I o 2 1 1 2 1 1 0 104 — I railing to i o 1 1 1 ° I x code -interior color to be birch bark white Detached Garage I Top of Wall ij = i iv i I i -door hardware to be selected Dn. 20" U EXCAVATED FOR i i o i M " , I RAGE SLAB _ 11 -s I I 11 -s " __------ For I � rn1 4"Thick Po red Concrete Slab(3,500 psi) i 110 1 w/6x6#10 elded Wire Mesh Lapped 1 i provide blocking i i-a°, i min.of on full mesh&wired i o 0 0 _ _i 11 1 for bracket is i 1 i i o1 Javier C) �- i , —� together at 48' c over 4'thick base 00 , 1 o b i attachment I , G a ra e o course consisti of clean sand, M I gravel, or crus d stone. I i E i i install 5/"drywall Fernandez 1 co i I on walls and entire Pitch Slab Towar Doors i 1 ° = X o I , , I (D o i I ceiling tape and I a min. of 1/8 per f t. I 1 i I l Lisa P i - I� (2�2"x6" N �I I (3)coats spackle Top of Wall (slab area=approx.650 .f.) 1 o lack i i $( E 1 , 0'-0" I v III I I 3 -a I I A o, .n i pitch slab i 1 oCD 41 A A 103 2"x10"F.J. ,I, 2"x10" F.J. A McKeon A-3 0 i S3 i i A-3 A-3 O N at 16"oc i 1: at 16"oc(12'length) A-3 (12'length) I I �� I 5135 Indian Neck Lane �°o i i i (2)2„x6„ i, Peconic NY 1 1 g” lack I I line of fnd. , i I i wall below 22'-8" , i o 5 " i i 5 " Jurisdiction N_ 8" i 30"x30"x15"tall i °' 23'-1" i I i I footing w.#4 at 1 I i I Town of Southold 7"oc each way Top of Wall 2 Top of Wall 2 , I ,i I „ „ I , , I (2)2 xs (2)2'x6' III(2)2 x6 (2)2 x6 Suffolk County Dn.20" Dn. 20' --- , i lack lack i lack —IC, lack 1 ----------- -------------� ---------- -------- — :: I 11 I 1 Fla 1 — L ---------------------------� r------------------ --------- footing to be a min. of 36' below grade oo J wall mounted (3)13/"x 11 /8'Ivl header (3)1%4'x 11 �/" Ivl header wall mounted Drawn By: :Oa door opener 102 „ „ 101 garage door opener M.P. �0,- A. ter. column above J garage P O 4 x4 x Ya' HSS column O 9 9 P �. �I 2 ®I 2 (see window/door on 4"x12"x Y2'thick base (see window/door ' ��-1 (� schedule for specs.) plate secured to fnd. schedule for specs.) Checked By: ` $� with (2)%"dia. bolts and a 4"x8"top plate(typ. M.A.M. i " " each side of beam �'� 17 9'-6" m.o. 26" g'-6" m.o. 17 of door ) of door `1' 0 286 24'-0" Job No. �'�4 �OQ- 2220 11'-8" 6'-2" Proposed Foundation Plan 24'-0" Sheet Title : 1/4" Proposed Garage Plan Foundation Plan plan north ■ See site plan for exact location _ of garage. 1/4 1 -o - Garage Plan •' '• plan north - Details Sheet Number : 40 2 LEGEND 4'-0" 12'-0" 12'-0" of window Wall below roof ----------------------------- and ridge 12 All, Indicates roof pitch-------------- ---- ---------- -------------------------------------------------------r----- ----T -- - -- X icc� � ---------------- ---- ----- ---- -----------------------------------------------------------.. eanng wall -- - - T_ZT_LT_L7.LZL7_: I (— C:) n � IM -a c,-%- r n .-a j 12 f/ Indicates area of double 11'-6" f X. roof framing Atrehitect I /� f Indicates post below _________________ I ! 3" rake overhang l 21 Main Street Stony Brook NY 11790 36"tall railing �- ------------- to code " -_--------------- Indicates structural beam 2x8 R.R. ----------------- ! I ! ! at 16"oc /� - - phone. 631 686-6585 o v fax. 631 686-6786 I / Indicates sequence of 2 email. MMacrina@MMArchitectAlA.com o' roof framing web. MMArchitectAIA.com o ! o f ' ✓ ' I thsclare ice and are eexusivePoperty of the architect.2 o Infringements of the concepts and design ideas I 5 5F7' X _ ;/ � ,I presented on these drawings shall be prosecuted N % to the fullest extent of the law. Copyright 2020: X �,f O NOTE TO FRAMER Michael Macrina Architect, pc. All rights reserved, -----------------= I I -- / no part of the plans may be reproduced without ' brackets below 3 rake overhang N the expressed written consent of the architect. I I ' ' 9 L All overhang sizes noted on roof plan are Unfinished =; 2"x1 o"R.R. 2"x10"R.R. IX rough framing from outside face of stud wall Drawing status at 16"oc(18'length) _ at 16"oc(18'length) g g g Attic N 0 > x U to outside face of sub-fascia and sub-rake. � I I 00 C I install 3/4" Y _i plywood subfloor �� Issued J. X, 4- ml Attic Level Window Scheduler.-IIIIII, A X A150l vi A ; ' A > Model# Remarks N D e a rot r n ens Attic Level 0 r �U r 12 12 � A01 CW145 I l I I 11F7 11 CW145 52" i 52" Ifs Dates 23' 1" i I X Exterior Window and Door Specifications 4/21/23 Issued to Building Dept. X.—,�., i •`x� All windows&exterior doors are to be'Andersen''400'Series "' V %{ -Low-E4 smart sun insulated glass ---------------- ---- ------- t/ ------------------------------------- --- --- ------T----- ----- -------------------------------------------------------- -Exterior color to be black T A01 -Full divided lite grilles with spacer bar as per elevations(7/8") -Tru-scene insect screens <= k e o -window hardware color to be selected -interior color to be birch bark white of window -door hardware to be selected and ridge 12'-0" 12'-0" Proposed Roof Plan 24'-0" -144" = 1 .-0.. LEGEND SYMBOL SUPPLIED BY plan north INDICATES DUPLEX RECEPTACLE 0 CONTRACTOR No. Date Description INDICATES QUAD RECEPTACLE Proposed Garage Attic Plan INDICATES LED RECESSED CLG. �H CONTRACTOR Project 1/4•• = '1 '-O•' plan north LIGHT FIXTURE Proposed INDICATES SURFACE MOUNTED CLG. SM LIGHT FIXTURE Detached Garage INDICATES PENDANT CLG. LIGHT ,tp FIXTURE V� INDICATES LED KEYLESS CLG. LIGHT KL For FIXTURE INDICATES WALL MOUNTED LIGHT FIXTURE OWNER avier ' light II � � KL ve i i ii INDICATES SURFACE MOUNTED LED SML d LIGHT FIXTURE CONTRACTOR Up Fernandez I I I II ---------------- -- GFl INDICATES SWITCH � CONTRACTOR isa I I I INDIC $c ----------------- I I I I - ----------------- r-------- I II McKeon --------------- I I I I I INDICATES 4-WAY SWITCH $4 CONTRACTOR I SIL SML I I SML SML INDICATES SMOKE DETECTOR SD 5135 Indian Neck Lane KL i KL i i I i i INDICATES CEILING MOUNTED B CARBON MONOXIDE DETECTOR © Peconic, NY I I I HH INDICATES WALL MOUNTED CARBON CM II Ii 'i II ii MONOXIDE DETECTOR JurisdictionGara e -------------- SOFFIT MOUNT MOTION FLOOD ----------------- -------- L--- LIGHT 0� Town o f Southold Gn Suffolk County Gn WALL MOUNT MOTION FLOOD LIGHT KL I KL conduit I I i ' SML SML SMLSML SML i• I NOTES Drawn By: Unfinlished ' I M.P. /A. I 1. WHITE DECORA RECEPTACLES&SWITCHES i Aqt i s I I By: 2. Checked B � f n j I i I i I 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO I ! I I INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR M.A.M. / MOTION DETECTOR&FLOOD LIGHT LOCATIONS. . underground Job No. 1286 O�� N from house � Ew y KL � KL ! j I I i i I I 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO 2220 ' I I INSTALLATION,ANY ADDITIONAL LIGHTING, POWER, CABLE, AND PHONE REQUIREMENTS AND LOCATIONS. Sheet Title j i I I i i I I 4. ALL OUTLETS TO BE -38"above fnd. j ------ SML Attic Plan Gn RECESSED LIGHT SPECIFICATIONS Roof Plan wall mounted i i wall mounted , KL I KL garage door I I garage door All interior recessed light fixtures are to be Halo LED - Electrical P I a n s opener ; ; opener H995 4" New Construction AIR-TIGHT IC Housing ------ --------------- with RL 4"white LED trim kit module. L- ------------------ All exterior recessed soffit light fixtures are to be 'Halo' LED H995 3" New Construction AIR-TIGHT IC Housing with RL Sheet Number : 3" white LED trim kit module. Attic Electrical Plan Kih Garage Electrical PIan Garage surface mounted LED light fixtures to be 'Westing on House' #63221 12 watt 6" LED flush white or approved 1/4" = 1 •-O" -1/4" = 1 •-O" equal. l plan north plan north 1�k top of ridge _ _ _ _ _ _ _ _ top of ridge Flashing For all Horizontal Wall to Roof Intersections, Install Aluminum Coil Flashing. see typical rake detail (same sht.) -'- i-�:T; For all Sloped Wall to Roof Intersections, LLL Install Aluminum Step Flashing. - + All Window Drip Caps to be Copper. typical _ h --a E� I roofing r 12 I 12 I window trim i 1 1 1 1 (see detail Typical Roofing C -1.r sht.A-4 A01 Yp g 1- /krchii 4 Architectural Asphalt Roof Shingles itoct a) r__T to match existing over cos see typical eave window trim (see 12 1 typical siding - GAF deck armour, continuously wrap up all adjacent 21 Main Street Stony Brook NY 11790 _I =„ detail (same sht.) detail sht.A-4 5 5 continuous wall surfaces a min. of 12". over plywood sheathing �_ -- P Yw 9 _ late height = - - ---------------- -----------------------------------------------------=1 1-„ }_.__ !,I 1 I late height (see sht. G-1) N•_ cap flashing -6 typical _ -, _1-1 ��''``'- �-_i`l- - - - - phone. 631 686-6585 roofing _T - Eave Protection: Install(1) Layer of Ice&Watershield fax. 631 686-6786 Align with 5/a°tapered cap over (self-adhering polymer modified bitumen sheet)from the email. MMacrina@MMArchitectAIA.com door head 1'W”frieze board over eaves edge to a point at least 24' Inside the exterior wall web. MMArchitectAlA.com line of the building. ra k ( e a a typical siding IF %"pack out et I t. - These plans are an instrument of service and are bracket see = bracket(see HFF I F11 = Low Sloped Roof Protection (2:12 to 4:12 pitch): Install the exclusive property of the architect. ( o o Infringements of the concepts and design ideas o detail sht.A-4 I detail sht.A-4 light fixture to I (1) layer of ice&watershield over the plywood sheathing. presented on these drawings shall be prosecuted ) ta a t pi I be selected Q, to the fullest extent of the law. Copyright 2020: o I e light fixture to a Fasteners:All Fasteners are to be corrosion-resistant with Michael Macrina Architect, pc. All rights reserved, �0 yp al bo rd 104 103 sl in be selected O I n O I I ,• no part of the plans may be reproduced without a ttn , typical board 102 ttn 101 typical board and a minimum penetration of 3/4' Into the sheathing. Use(6) the expressed written consent of the architect. id g and batten di batten siding fasteners for each shingle. siding typical board and batten siding Drawing Status _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ to of fnd. wall -----_ to of fnd. wall l l Typical Siding foundation below I (see fnd. plan) E foundation below j E I l see fnd. Ian Nantunket Grade'Maibec' 16"White Cedar Traditional Shingles Issue L installed asPer the manufacturer's specifications L--------------------------------------------------------------------------------------------------------------------------------------------- -----------------J --------------------------------------------------------------------------------------------------------------------- - - -� over Henry Blueskin VP-100 air barrier membrane Pro osed Left E I evati o n footing below footi g below over sheathing, see sheet G-1. buildina, p (see fnd. plan) Proposed Front Elevation (see fnd. plan) Exposure co 1/4" = 1 '-O" Depai Irminent 1/4" = 1 '-O" t5"Exposure To The Weather Finish Solid body stain,2 coats color to be selected to of ride _ _ _ _ _ _ _ _ _ to of ridge Fasteners TI Attachment for each shingle shall be held in place LM by two hot-dipped zinc-coated, stainless steel, or see typical rake ;}i Ualuminum nails or staples.The Fasteners shall be Dates detail (same sht.) �_ long enough to penetrate the sheathing by a min. of 1/2and shall not be overdriven. 4/21/23 Issued to Building Dept. T -- _ Staples shall not be less than 16 gage and shall = have a crown width of not less than 7/16", and -typical -12 12 i the crown of the staples shall be parallel with roofing 1 1 the butt of the shingle. 1 1 window trim s (see detail Installation sht.A-4 I t _ ,! The Bottom Course shall be Doubled. v J- see typical eave12 T� ( ) { typical siding _.,i-Ilya detail same sht. Y late height 1 �-}- s.5 _ L� late height Typical Board and Batten 1"x2"'Versatex'vertical battens over 1"x10"'Versatex'vertical boards w/1/2" continuous space between boards for expansion No. Date Description cap flashing %"x 2Y2'tapered cap over%4'x8" typical siding over ice&watershield underlayment frieze board over%"pack out Project CD bracket(see o typical board and o) detail sht.A-4 batten siding typical board and Exterior Trim Boards Proposed batten siding Material Detached Garage All Exterior Trim Boards are to be'Versatex'or equal. to of fnd. wall _ _ _ _ to of fnd. wall Installation Install as per manufacturer specifications: For foundation below foundation below `- -Install 2 fasteners per every framing member for trim (see fnd. plan) (see fnd. plan) ---------------------------------------------------------------------------------------------------------------------------------------- board applications. Javier i- ------------------i; "� �;-----------------------------------------------------------------------------------------------------------------------------�� '"' -Install over flat, solid substrate. L___________________________________________________________________________________________________________________________________________ _________________J ------------------------------------------------------------------------------------------------------------------------------_ -All'Versatex'Joints are to be Glued with'Versatex' adhesive (noting b.elo)Proposed Right Elevation see fnd plan) -Utilize 316 grade stainless steel fasteners where Fernandez Proposed Rear Elevation necessary -Cortex screw and plus fasterners for all fascia, rake,frieze !C. Lisa 1/4" = 1 '-O'• and window trim. Typical Sizes: overhang S1 •Fascia Board- 1"xY trim board over 1"x8"fascia board C Ke o n (see roof plan) •Rake Board- 1"x3"trim board over 1'W"rake board A-4 sheathing •Frieze Board under eave-%"x8"over%"pack-out (see sht. G-1) _ _ _---- - - _ _ _ top of ride •Frieze Board under rake- 1"x6"over 5/"pack-out 5135 Indian Neck Lane \'—'roof rafter-_ aftera/4" ridrd •Window Casing&Sill see detail, sheet A-4) I�eCOnIC, NY Typical Roof Shingles Overhang (seer roof plan) ( see roof plan •Soffit-Versatex'Y2"x 6"headboard soffit typical roof shingle roof rafters -run parallel to house under all flat eaves Ice&Watershield Underlayment Jurisdiction ice and water shield (see roof plan) -run perpendicular to house under all sloped rake overhangs underlayment 12e Man Door Soffit Overhang (W ___ -_-_-_- -bead board canvas series P4) Town of Southold 11 � -color:Walnut 12 11 i Suffolk County trim board double 2"x6" upped 2x8 subfascia (see sht.A-3) top plate attic plan) \ ' ' - �'�-window(see S2 i, ;I S2 Gutters Drawn By: A-4 Unfinished —___ A-4 M.P. " install 3/4" Roof Rafter rake boards (see sht.A-3) Attic plywood subfloor All Gutters are to be 6" Half Round Aluminum& r �� cv cv All Leaders(downspouts)are to Round Aluminum. Checked By: trim board M.A.M. ), a (see sht.A-3) -- _ _ _ OL plate height low beam (see Job No. 03 4' ' (offit board 3) r g window hdr. 5 foundation plan) ceiling joists 12" ,.. 1286 yo — - 12 j facia board frieze board see sht.A overhang s-- (see garage plan) overhang 2220 r OF NDN see arae plan) 1 ^ i ! (see sht.A-3) (see sht.A-3) ( g g P ) j. i�—steps behind Sheet Title : j soffit(see (see garage plan) sht.A-3) gutter V framed wall o frieze board (see sht.A-3) %a"pack-out ( � 'i 36 min.tall (see garage plan) I window(seg ;Irailing to code Elevations 1 (see sht.A-3) % garage plan) ;; j ( Garaget' staircase see 5/"packout garage plan) (see sht.A-3) ------ i° c. =see Section typical siding foundation wall P' ( foundation wall typical board and batten (see sht.A-3) (see fnd. plan) - foundation plan) (see fnd. plan) �__--_ ._; ! _ _ _ _ topof fnd. wall Exterior Specs. siding(see sht.A-3) rL - I I 1 A-1 I l A-1 M Sheet Number footing below(see footing below(see ,l Typical E ave Detail Typ i ca I Rake Detail �`_Jj foundation plan) foundation plan) _ 3" = 1 '-O" 3" = 1 . 0.. Section A, 1 /4" = 1 '-O.. Braced Wall Panel Construction Assembly additional framing continuousblockingalong Table R602.10.4 of the 2020 RCNYS STRAPPING DETAILS member directly above continuous rim continuous along length \, continuous rim braced wall panel full-height blockingor band joist of braced wall panel or end joist at 16"o.c.along a braced wall panel perpendicular framing Method CS-WSP: (continuously sheathed wood structural panels) • toe-Hall 3-8d nails at 8d at 6"o.c.alon -' 8d at 6"o.c.along g Exterior sheathing min. 1/2" plywood)attached with 8d common nails 0.131"shank x 2.5"Ion 8d at 6"o.c.along 8d at 6"o.c.along each blocking member braced wall panel braced wall panel g( p� ) ( g) " braced wall panel braced wall panel at 6"oc at the edge and 12"oc in the field and Interior gypsum board attached as per table required uplift force as per R602.3(1)with 1-1/2"galvenized roofing nails or 1-5/8"screws type W or S at 7"oc at the edge SIMPSON STRONG-TIE '_�X r_, X 11cS20Coil Strap table R802.11 of the 2020 braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel and in the field. (see details,this sheet) over every rafter RCNYS = 182 pounds KA i C h <-a ch I 3-16d at 16"o.c.along 3-16d at each 3-164 at 16"o.c.along 3-16d at 16"o.c.along Method GB: (gypsum board each side) 3-16d at 16"o.c.along braced wall panel blocking member braced wall panel braced wall panel braced wall panel Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. (3) 8d Nails N-1 ° .-a C r i 2-16d nails each side perpendicular framing Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, 5d coolers or (3) 8d Nails ° (5) 861-1/2" Nails continuous rim additional framing continuous rim full-height blocking RIDGE gypsum board nails 0.086"dia. x 1-5/8"long 9/32"head. Screws to be 1-5/8"type W or S. to rafter Arch itEi%. �� or end joist member directly above full-height blocking or band joist continuous along length BOARD ° - braced wall panel at 16"o.c.along of braced wall panel Method GB on exterior walls-specified drywall on interior side with typical plywood sheathing 2 8dxl-1 2 Nails per braced wall panel on exterior side fastened as icer/nailingschedule. ° ( ) � " FIGURE R602.10.8(2) FIGURE R602.10.8(1) p typical ROOF ° to plates y 21 Main Street Ston Brook NY 11790 ROOF SIMPSON STRONG-TIE°° BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Method CS-PF: RAFTER RAFTER H2A at each rafter PARALLEL TO FLOOR / CEILING FRAMING PERPENDICULAR TO FLOOR / CEILING FRAMING To be constructed in accordance with figure 602.10.6.4(see detail same sheet) (575 pounds) phone. 631 686-6585 (5) 861-1/2" Nails fax. 631 686-6786 to stud email. MMacrina@MMArchitectAlA.com typical siding Rafter to Rafter Roof Rafter to Plate web. MMArchitectAIA.com S 1 Connection D eta i I S 2 to Wa I I Stud Deta i I These plans are an instrument of service and are Sheathing Joint Note the exclusive property of the architect. icer/sheathing BWL 1 BWL 2 Infringements of the concepts and design ideas tyle g presented on these drawings shall be prosecuted I IL to the fullest extent of the law. Copyright 2020: All Vertical SheathingJoints are to occur over studs. plate Michael Macrina Architect, pc. All rights reserved, ice&watershield underlayment 4 8d Nails no art of the plans may be reproduced without to overlap cap flashing " I 1 ( ) If cripple studs are utilized over p p y p 4-0 1s-0" 4'-0" Horizontal joints in a braced wall panel are to occur the expressed written consent of the architect. continuous aluminum ca offset spacingbetween BWL 1-2 offset J p header,then provide one Cle s flashing, color to match trim over and fastened to 2"x6" horizontal blockingstrap from topplateo cripple stud header &from cripple stud to header I I Drawing Status tapered cap (see sheet A-3) End condition#1 as End condition#1 as (8) 8d Nails F CUT (8) 8d Nails \ ( 3.0'wide B.W.P 3.0 wide B.W.P N LENGTH 8 8d Nails per figure R602.10.7 / per figure R602.10.7 ( ) of the RCNYS \ /f method CS-WSP method CS-WSP I of the RCNYS Braced Wall Legend _ - - / _ Q SIMPSON STRONG-TIE frieze board i 3 'CS18' Coil Strap Issued W (see sheet A-3) I I I I I IT Q over every jack & king stud 3.0 wide B.W.P� I 1 I I it l /3.0 wide B.W.P �.W-5-2 -01- spacing I I I �I method CS-WSP 1" Indicates s acin between braced wall lines SIMPSON STRONG-TIE y method CS-WSP I t I II of vi 2 'CS20' Coil Strap w (8) 8d Nailsover every stud I I 5/4"blocking o I I I II m N (1,030 pounds) Y 6 I i I I I _I J _ - Provide strap for e a I L e I 1 board and Indicates braced wall lines P p each jack stud when typical ) I I m m multiple jack studs batten siding r r------------- --------- ; ; (8) 8d Nails--Q are required i I r-------- I t l l ________ - - - - - - - - Indicates braced wall ane/ l I L I I p N �rim joist (8) 8d Nails I I I t B.W.P. Braced wall panel t l 1 1 I Board & Batten , Braced wall line intersection Gable Stud Wall Jack Stud at Dates : 4/21/23 Issued to Building Dept.S3to Wall Stud Dtl. S4Header Opening Frieze Detail Indicates holddown r-________ < SIMPSON STRONG-TIE L------------ I I SP1 over every stud I t I m (1,030 pounds) I I l I I l I versatex' i i N Garage Plan Braced WallCalculations O CONNECTION OF MULTIPLE PIECES 5/4"xsi head 3.0'wide B.W.P Gara e i i I /3.0'wide B.W.P �, Schedule as per 2020 RCNYS, section 602.1 0 (6) 10d Nails OF TOP-LOADED BEAMS(�) casing method CS-WSP\ I I i 1 method CS-WSP S1%"Width Pieces: 0 CoeM Braced Wall Line Section A B 1 2 d bQ\o\e • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. to s • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. l Bracing Method 602b1p 4 CS-PF CS-WSP CS-WSP CS-WSP for 14"and deeper beams • If using 12d(3y")or larger nails,the number No. Date Description Min. Panel Length table 16" 27" 27" 27" of nailing rows rtla be reduced b one. I i i 602.10.5 9 Y Y l i i I Braced Wall Line Spacing per 22' 22' 16' 16' mill Project i I plan foundation 111111 I 3f/Z"Width Pieces: 1 I table �1 �11I 11 • Minimum of 2 rows y"bolts at Required Bracing Length 602.10.3 1 4.4' 4.4' 3.4' 3.4' ' t l I ( ) I 24 o.c.staggered Proposed II (4) 10d Nails Q IIII (1)Load must be applied evenly across entireVersaGarage table beam width.Otherwise,use connections for side-loaded beams. Deta��ed /4"x4" id Wind Adjustment Factors 602.10.3(2) Wall Stud to Sill Plate g g y 5/4"x4"side i i _ _ _ _ _ _ __J Additional nailing or bolting may be casing - - - - --�r m 1. Exposure category 1.00 1.00 1.00 1.00 Gara a Wa I I beams.Refer to current product literature. For required with side-loaded multiple-member I i I I I x 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 S5at I I o m 3.0'wide B.W.P- I i i l X3.0'wide B.W.P0 3. Wall height .95 .95 .95 .95 method CS-WSP I I method CS-WSP I I 4. Number of BWL per direction 1.00 1.00 1.00 1.00 Javier 5. Additional holddowns n/a n/a n/a n/a End condition#1 as / \ \ / \End condition#1 as 6. Gypsum omitted n/a n/a n/a n/a FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS 'Versatex' 1.6'Wide B.W.P 2.6'wide B.W.P 1.6'wide B.W.P per figure R602.10.7 NOTE. This schedule does not include nailing for metal framing straps Fernandez per figure R602.10.7 p g 7. Gypsum board fasteningn/a n/a n/a n/a g g p historic sill- of the RCNYS method CS-PF method CS-PF method CS-PF of the RCNYS yp (see section for strapping and requirements section for rough (#VERHS02) opening framing requirements). average adjustment factor 1.10 1.10 1.10 1.10 All nailing is a general specification it applies unless noted otherwise.T� Joint Description No.of Nails Nail SpacingTypicaI Window & Lisa TrimTBraced Wall Plan Adjusted Braced Wall Length 4.8' 4.8' 3.7' 3.7' ROOF & CEILING FRAMING r & Shutter Detail I IRafter to Top Plate (toe-nail) (3) 10d common Per Rafter McKeon /4" _ •_p•• Bracing Length Provided 5.8' 6.0' 9.0' 9.0' Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist 3/e1.•• _ 'I '-0" plan north Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap Compliance(pass/fail) pass pass pass pass 5135 Indian Neck Lane Ceiling Joist laps over Partitions (face-nail) (3) 8d common Each Lop Collar Tie to Rafter (face-nail) (3) 10d common Each End Peconic, NY Blocking to Rafter (toe-nail) (3) 8d common Each End -extent of header with double portal frames(two braced wall panels) Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter Jurisdiction WALL FRAMING -extent of header with single portal To Plate to To Plate face-nail • frame(one braced wall panel) Town of Southold Top p 2 16d common 16' oc Top Plates at intersections (face-nail) (4) 16d common Joist-Each Side -2'-18'finished width of opening for single or double portal Stud to Stud (face-nail) (2) 16d common 24" o.c. Suffolk County pony wall Header to Header (face-nail) 16d common 16'o.c. Along Edges height min.3"x11 Y4'net header steel RIDGE header prohibited if y"spacer is " Top of Bottom Plate to Stud (end-nal) (2) 16d common Per Stud used,place on back-side of header - FILLER BLOCK ii tension strap per table 5Y Bottom Plate to Floor Joist, Band Joist, Drawn By (2) 16d common Per Foot R602.10.6.4(on opposite side -, 3'_6" V End Joist, or Blocking (face-nail) of sheathing) ATTIC ° PLATE M.P. ,,, A. , fasten king stud to .^ E ONE 16d FLOOR FRAMING if needed,panel splice edges header with 6 16d fasten sheathing to header with 8D common or sinkers TO FILLER Checked By: < . C1 galvanized box nails in 3"grid pattern as shown shall occur over and be nailed Joist to Sill Top Plate or Girder (toe-nail) (4) Sd common Per Joist to common blocking over and BLOCK THREE 16d TWO 16d 'a v '; t be nailed to common blocking fasten top plate to Bridging to Joist (toe-nail) (2) 8d common Each End M.A.M. - yn rn --header to jack-stud strap per table R602.10.6.4 within the middle 24"of the TO FILLER >E iu on both sides of opening opposite side of portal-leg height.One row of header with two rows BLOCK Blocking to Joist (toe-nail) (2) 8d common Each End of 16d sinker nails at BLOCKING 2 BAYS Job No. t sheathing(3,225#min.rated strap) 3"o.c.nailing is required in ++ Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block 31286 4' rn p3"o.c.typ. BACK ® 48 o.c. 16d �O Co L each panel edge m X min.double 2x4 framing covered with min.3/"thick typical portal frame construction 8 STAGGERED Ledger Strip to Beam (face-nail) (3) 16d common Each Joist h 2220 P N V-\,N o m wood Structural panels Bathing with 8D common or - SECOND FLOOR Q 12"O.C. 16d 12"O.C. Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist i E galvanized box nails at 3"oc in all framing(studs, min.7/16"wood 3 VERTICAL TO SPACER min.double 2x4 post kin and structural panel STUD Band Joist to Joist (end-nail) (3) 16d common Per Joist Sheet Title X o blocking and sills)typical P (king 0 E jack stud).number of jack studs sheathing = t? STAGGERED Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot iv min.length of panel per table R602.10.5 per table R602.7(1)and(2). o g p Mfr: Prowoodmarket.com ROOF SHEATHING Strap Details Model# 13T2 THREE 16d WALL Finish: Smooth BLOCKING 2 BAYS TO FILLER Fill Void with STUD structural Panels (see zone diagram) min.reinforcing of foundation,one#4 bar top BACK ® 48" o.c. 10d TOE- BLOCK Rigid Insulation Interior Zone 8d common 12` o.c. Species: Western Red Cedar NAILED Prior to Sheath'g - Exterior Details and bottom of footing.Lap bars 15"min. - p a • e-• _r_ j FIRST FLOOR TO SOLE Perimeter Zone 8d common 6" o.c. 4 ------ This bracket is to be ordered SHOE Gable wall Edge Zone 8d common 4" o.c. as a structural bracket CEILING SHEATHING - Braced Wall Plan min.footing size under opening is 12"x12".A turned down slab shall be permitted at door openings. Section Gypsum Wallboard 5d coolers 1 7' Edge / 10` field min.(2)%"diameter anchor bolt installed per section Li 46 ° SHOE R403.1.6with 2"x2"x3/fi'plate washer WALL SHEATHING FBLOCKING 2 BAYS Structural Panels 8d common 6' Edge / 12' Field Elevation BACK @ 48" O.C. Sheet Number Bracket Detail Garage Door Portal Openings 8d common 3'oc into all framing Detail I Of t ICaI Detail of typical exterior Gypsum Wallboard 5d coolers 7' Edge /7' Field FIGURE R602.10.6.4 ext y for corner ost not to scale Gable Wall I Blocking Dtl . p partition intersection FLOOR SHEATHING (Subfloor) METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION not to scale not to scale not to scale Structural Panels 1" or Less 8d common 6' Edge / 12' Field Greater than 1' 10d common 6' Edge /6" Field