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HomeMy WebLinkAbout48406-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 #: 48406 Date: 10/14/2022 Permission is hereby granted to: Quattrucci, David 223 W 77th St Apt 15C New York NY 10024687mITIT �� ................wmw . ---_5_...---.. .�.� ������...�.. mm. ............_ To: Legalize as built finished basement to an existing single family dwelling as applied for. Additional certification may be required. At premises located at: 1520 Bray Ave, Laurel SCTM # 473889 Sec/Block/Lot# 126.-7-27 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on mm 4/14/2024._mmmmmm Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $933.60 CERTIFICATE OF OCCUPANCY $50.00 Total: .......... ............................$983.60 . ......................J& ..................................... Building Inspector n: ttr TOWN OF SOUTHOLD—BUILDING DEPARTMENT t a Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lett, S.//r y,'vV\l .sOrltlloldtovA,,IIlly.a,ov Date Received APPLICATION FOR BUILDING PERMIT �.... For Office Use Only PERMIT NO. 1�L Building Inspector: Jp ' � E �,.�� b4 lLDIING D VI'. Applications and forms must be filled out in their entirety. Incomplete oC'.°Ju • 06oBti~GDI D applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. -A P0Dte:8/31/22 WNERS)OF PROPERTY: Name:David Quattrucci EH#:1�000-126-7-27 Project Address: 1520 Bray Ave Laurel NY Phone#: _ - Email: 339 206 2337 quattrucci@gmail.com q @9 Mailing Address:1520 Bray Ave Laurel NY CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address:PO Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E-:1 Other As-built $ Will the lot be re-graded? ❑Yes '�No Will excess fill be removed from premises? ❑Yes *No 1 �,.._...... _. e.., _,��.... w. .�.._ ..... PROPERTY INFORMATION Existing use of property: Slav Fct Yt� u Intended use of property: Fowl I .. 11 e ..... _.m...__ a._ � ...... .... .. __ Zone or use district in which premises is situated. Are there any covenants nd restrictions with respect to this property? ❑Yes ;�o IF YES, PROVIDE A COPY. U (,,he Cif Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law, C Application Submitted By(prun name): ° k , IAuthorized Agent ❑Owner Signature of Applicant: Date: 9 STATE OF NEW YORK) S: COUNTY OF 'S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the. ...,_C(L"�,L�..�...••Contractor Agent, Corporatey ( 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 know edge and belief;and that the work will be performed in the manner set forth in the application file therewith, W. BARBARA HI.TANDY Sworn before me this Notwy Public,Stats Of Now York Now. 01 TA6086001 Qualified In Suffolk Cor�t+jr day of 200 Commission o Expires 01/13/20 . .............................. Notary Public .............� PROPERTY OWNER AUTHORIZATION (Where the applicant isnot the owner) residing at��� kua � T hereby authorize AMP ARCHITECTURE .�.. _........__...._to apply on my ��� ' ry old Building Department for approval as described herein. ' to the Town of South Owner's Signature Date Vw '. Print Owner's Name 2 -7s5rssGkS NOTES � SPEC,1 E I C ATI ONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED INSULATION I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK FOIL TO BE PLACED TOWARD WARM SIDE. Q �- 2. PROVIDE 211 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION I r GENERALWALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE i w APPLICABLE BUILDING DEPARTMENT. FOUNDATION WATERPROOFING. ® J CD 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: r' w� J 'r 4- ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING - 911 R-30 FOR FLAT CEILINGS Q N 5TRUCTUR.E/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. - 8.2511 R-30C FOR VAULTED AND CATHEDRAL CEILINGS O Lo - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - 5.25" R-21 FOR 211x6" WALL CONSTRUCTION AND AUTHORITIES HAVING JURISDICTION. - 5.25" R-21 FOR FLOORS _ _ COO �-+ _ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY GLASS WINDOWS AND DOORS O O N z Q j), OF THE OWNER/BUILDER I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. J a •� I Lo v 5, ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JO3 CONDITIONS 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ' 1 � V SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING CLEARANCES ARE PROVIDED. O O 3 N WITH THE WORK. C9 0 4- 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED -� O m z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, 4-J N Q CTS Ln UNLESS APPROVED BY THE ARCHITECT/ENGINEER. UNLESS OTHERWISE NOTED. Q O d. c 0 �. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ������� ����� � ������� DATA :��� " BEFORE THE START OF FRAMING MANUFACTURER'S SPECIFICATIONS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ^ ` ENERGY CONSERVATION CONSTRUCTION CODE. ( ' ) 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE /� /� /� CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL -LEOAL I ZE AS-BUILT BASEMENT PROJECT / ZONING DATA b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS,OR 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. -7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL TAX MAP # 1000-126-7-27 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. -__.__- :_ _ __- _ ._ -_ _ �J '� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN --- -T- `„J PERMISSION FROM THE ARCHITECT. 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS ZONING DISTRICT R-40 NG SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - - --- -- -- - - U • 12. THE ARCHITECT IS NOT RETAINED FOR. SUPERVISION OF THE WORK AND IS LOT AREA 0.2 ACRES ^ ` RESPONSIBLE FOR DESIGN INTENT ONLY. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE COfO - PRIVATE ONE FAMILY-- -- Zgl0;l0/25/Ici60 It 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH -DWELLING - 4� THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THEFAOE - - - - --- -.- -- - GLEAN AT ALL GofO - PRIVATE ONE FAMILY • - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLYCHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 27681,05/31/1977 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA,AND EGRESS DWELLING - _- - -- - RUBBISH, WASTE MATERIALS, TOOLS, ETC.,GLEAN GLASS AND LEAVE WORK REQUIREMENTS. --- - -- ------- FO SHED 36320,06/26/2013 BROOM GLEAN. • PROJECT LOCATION &SCOPEL-0-0 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE - - �= U r 15. THE CONTRACTOR SHALL CARRY WOR.KMAN'5 COMPENSATION AND GENERAL TEMPERED GLASS. FEMA FLOOD ZONE X LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES SITE PLAN & ZONING DATA _ _ _ (-- - l AND ORDINANCES. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. T Z-2699 GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE -- BUILDING-PERMIT - - - - •- GENERAL NOTES L PERMIT Z-26359 AND i 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF MISSILE TEST OF ASTM E1996 AND ASTM E1886 AS MODIFIED BY 2020 NY5 BG THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET PERMIT 42069 AND �+ COMPLETION OF PROJECT. THE ANSI/DASMA 115. OF AN APPROVED IMPACT-RESISTANT STANDARD OR � I I •�� PLUMBING R SEREXISTING ER AGRAM NT PLAN BUILDING PERMIT - - - -- 10/19/2017 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, PERMIT 42872 AND ._ Q ARGHITEGT/ENGINEER, AND THEIR A5ENT5 AND EMPLOYEES FROM AND 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH BUILDING PERMIT AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING A THICKNESS OF NOT LESS THAN �" AND A SPAN OF NOT MORE THAN 8' SHALL PLUMBING WASTE DIAGRAM 7/18/2018 ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 15 ATTRIBUTABLE TO BODILY INJURY, 51GIKNE55, DISEASE OR DEATH OR TO PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS HABITABLE SPACE EXISTING j PROPOSED INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE -_--- ----- -- _.- -----_:_-_- L ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 667.9705 _F WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED BASEMENT AREA N/A CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLYON THE BUILDING. - ---- -__. _--- - =------ -s.F. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A PLUMBING PARTY INDEMNIFIED HEREUNDER. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK:WORK, FRAMING, NAILING, PLACING 2 PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACGOR.DANGE ,WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND AT BASE OF VERTICAL WASTE PIPES. AUTHORIZATION OF THE ARCHITEGT/ENGINEER. ' • 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER FOOT. a 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: • - DISH WASHER. 2„ + " - KITCHEN SINK........................................2" t M r0. tr 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. - LAVATORY...............................................2" - SHOWERME3..........................................2" 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S - TOILET........................................................3" I _ :" p � ,. ; • � LAUNDRY .................................................2" SPECIFICATIONS,UNLESS NOTED OTHERWISE. '• ' - FLOOR DRAIN......................................... 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 3 - 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4 � .. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THROUGH ROOF. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 (P:WGPA), WHICH HAS SEVERE PENALTIES. 7- PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d a •Sr4,yd '+ DRAIN GOGK5 AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW PROTECTION. "+ GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CONSTRUCTION;SSTD 10-99 AND 2018 SESG HIGH WIND EDITION WOOD FRAME WITH BACK FLOW PROTECTION. CONSTRUCTION • O w 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDA-ION WALLS, 9, THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL -- •=' ' FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ." 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL TO CONGEALMENT OF PLUMBING. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. '�'. •' * `` . ;+;l�' $ w,' ', :I °f ,' :� }=.t J4' `. w� 11. NOTCHING AND BORINO OF STUDS, JOISTS, NO NOTCHING AND BORING OF STRUCTURAL MEMBERS HALL B ER BUILDING CODE. RAFTERS 3. METAL PLATES,CONNECTORS, SGREINs, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL NOR ANY POTENTIAL DAMAGE THEREOF. '�� "� ;�., , _ ""� ,' Y` "i4y "'r:' :'•`, � � '. ti.i � AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. �� ' - K_s, 4< 'ti. g :s." I- R INTERRUPT WOOD STRUCTURAL PANEL ELECTRICAL: 4. WHERE WINDOWS AND DOORS INTE 2U '` .• `` I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES HALL CONFORM SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE .� �� `;�'+�.r"" • ` , �° • PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS TO 2011 NATIONAL ELECTRIC CODE, NEPA 70 AND 2020 NEW YORK STATE 1 �;, + r PROJECT: �- ENERGY CONSERVATION CONSTRUCTION CODE. t' � ,� AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON I .,x• �'` 4 ' & z ?' a COMPLETION OF WORK. 'µ RAFTERS EXCEPT WHERE COLLAR TIES OF 111x611 OR 2"x4" LUMBER IS " '£ K` _:g ._ ,pa u . w,:' I TR' I■{/�-_`■/.�_- .#x:' + ..+ t:m --`a p�,l d '• I Q V AT ■ ■ \V V V I LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF _t affl,+�' �F .rw. • d + RAFTERS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: k'" { AS-BUILT C - GENERALLY,VERIFY OR PROVIDE HARD WIRED !1V-BUILT BSMT SMOKE DETECTORS w/ BATTERY BACK-UP IN: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ?. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY A. EACH SLEEPING ROOM - T "A'""�.' M- ';4 +,. .. p� ;* 7 •`+tr,"IJ . +: -.r *, -.rya,. s.w. .6Y+ 4','a: s A I6" WITHIN 4' OF EXTERIOR CORNERS. ' B. OUTSIDE OF EACH SEPARATE SLEEPING • ,` Y� �,.• >: .., � .,• �:a �. 1520 BRAY AVE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED AREA IN THE IMMEDIATE VICINITY OF k , +^ .J ;. * '' �,� TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER THE BEDROOMS (GENERALLY THE HALLWAY) I - LAUREL OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE G. EVERY LEVEL OF DWELLING ;: '"- `. '+ � » #'�• p` ' :°i"1 `I - PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY (BASMENT, FIRST FLOOR, 8 SECOND FLOOR,ETC.) - 'l + FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS • a ' + , ;' AND AT SPACING NOT EXCEEDING 4' ON CENTER. DRAWING TITLE: . ► !' .' ;-M V. " PROJECT LOCATION & SCOPE CODES AND REFERENCE STANDARD: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK " STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 " "� I *v " »rvtNN - g*' SITE PLAN & ZONING DATA NEW YORK STATE PROPERTY MAINTENAN..E CODE, AND 2020 NEW YORK , ,, , #, 7 STATE ENERGY CONSERVATION CONSTRUCTION CODE. �;; ,Y . GENERAL NOTES 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, CONNECTIONS OF s• WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION (AFSPA) AMERICAN WOOD COUNCIL (AWG). PAGE: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE k • 4r + t ' , PLUMBING CODE. i p e s a i.. 0 A uo"', 0 uom"a, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. -' - 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC s� k CODE, NEPA 70 AND 2020 NEW YORK 51-ATE ENERGY CONSERVATION i p i1`Yayl{" DATE: 08/12/22 1, OF 2 CONSTRUCTION CODE. GYPSUM WALL BOARD 1# r i :• j `»>t' ~�y I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. - � 2. ALL GYPSUM BOARD HALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE DEEMEDAPPLICABLE. �..__._..... ._..�,.-... i...y..._.y,_ ___.. _ -._._�.,. , . ...._._......._ _.�.-...,_...... � v,._... _.,�....,x . ....�,. ..'i+ 3. 5/8", ONE HOUR RATED, TYPE 'XI GYPSUM BOARD ON CEILING AND WALLS LOCATION MAP � ! (WHERE APPLICABLE) AT HEAT PRODUGI<`.G EQUIPMENT TO EXTEND THREE FEET ` C IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING C� +.e EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ) I SCALE: NTS CONCRETE PANELS OF 5/8'1 THICKNESS MINIMUM. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. f -� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. GENERAL. 5�ME�OL KE'� : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) ;= NEW FOUNDATION HALL O W NEW HOOD FRAME (L.G. 5TL. WHEN APPLICABLE) -J cu C7 NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q 4' N POST FOR 4" WALLS Lo WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL — O b7 O POST FOR 6" HALLS), U.O.N. _ _0 O 4 r NEH 2-HR FIRE RATED i � 1' O HOOD FRAME (L.G. 5TL. Z WHEN APPLICABLE) L ` .CD L O 2 X N 0 O O +-1 -r- O m Z (9 c C V c6 FOUNDATION FLAN NOTES Q CR a: 2 O OFIRE: RATED DOOR: -O nn 11 26X68 .75 HR. SELF-CLOSING STEEL DR. -- ILW EGRESS WINDOW WELL: q 2° O EXISTING EGRESS WINDOW WELL WITH LADDER d' ®_® nn0 NEW EXHAUST FAN SHALL BE INSTALLED WHERE C Z x W D OVENTILATION IS NOT MET BY MEANS OF NATURAL _ - M CIRCULATION THROUGH WINDOWS OR DOORS TO �'_3" - °- 4-1W OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; INSTALL AS PER MANU. SPECS in s �� E•P• m EKIST. EXIST. V " - BATHROOM. GL LAUNDRY-ROOM. L SMOKE DETECTOR / GO DETECTOR NOTES: \ m EXIST. 1 4 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT r SMOKE / CARBON MONOXIDE GOMB1NATION DETECTOR �Qi a HARD W 1 RED TO EACH OTHER w/ BATTERY BACKUP. v o o o 2. INSTALL ALL AS PER MANU. SPEC.'S w m N= (ll 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR n N ® N IN COMPLIANCE W 1 TH LOCAL CODE - W N lu X N W N 2 TYPICAL BATHROOM NOTE: (3) DROPP�:x$° _ •� SM/GO �I'-el bTl—'r—O 2"X4" WALL W/R-13 INSULATION I• WALL BOARD EXIST. MECH. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ROOM ALL BATHROOMS d 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND ExlsT. a TUB SURROUNDS BOILER RECREATION - o OILER ROOM LL 2. SHOWER FLOORS -HEATED- - �j = 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON rIIS ^FINISHED '" x 2.2. CONCRETE MUD-SET (SLOPE 1/8" PER FOOTx so N TOWARDS DRAIN) UPON x EXIST. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER OWATER FLOOR, WRAP DRAIN ATLEAST 18" UP WALLS HEATER r - i I NEW LAUNDRY ROOM: EXIST. EXIST. EXIST. EXIST. PANEL � GL. O I. NEW WASH / DR'i' HOOK UP s'-n" 3'-loy2" 4'-l0" 2. COORDINATE LAUND. ROOM DOOR r7)1 M.'s w/ SIZE OF EQUIP. 3. PROVIDE HOOK UPS AS REO'S PER MANU. DRYER EXHAUS," NOTE: EX I ST I NO BASEMENT PLAN I. DUCT SHALL TERMINATE TO EXTERIOR 2. DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY SCALE: I/4" = I'-D" N OPENINGS z 3. DUCT SIZE AS PER MANU. W 4. DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER o 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO U CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE= WITH UL 2158A. o 6. EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/ SMOOTH INTERIOR SURFACES V41TH JOINTS PROJECT: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL RQUATTRUCCI -7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER AS-BUILT BS MT LOCATION TO THE WALL OR ROOF TERMINATION. THE -� '�__ MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° -�--_� BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES —�- •PRESM AIR VENT ABS INIR 1520 BRAY AVE EXPANDING FOAM'(OR EauAU J J I THROUGH ROOF AT ALL PENETRATIONS IN FIRE NOT INCLUDE THE TRANSITION DUCT. �� �4_ RA�WALLgAND < - INSWORI� GFS 3/GEILION PRODIIGT --� L U°N5 To LAUREL 5.1 A57M E 64,AND UL 14"!9 I I -- - - -- DRAWING TITLE: Nom, L�serro ALL PLUMBINS NORKHOTSHALL CONFORM TO EXISTING BASEMENT PLAN LOCAL PLUMBING GODS �.-.- TER _AN OUT SUPPLY PLUMBING RISER DIAGRAM SUPPLY gOV PROVIDE WeSWFPZOOFR PLUMBING WASTE DIAGRAM EXIEXPAND]Nr,FOAM' OR EOVAL) AT ALL PENETRATIONS IN FIRE ' REMAIN EXIST.WATER RATED WALLS AND PENETRATIONS r SUPPLY SYSTEM FLOORS/GE PRODUCT GOFJfOR64 TO ASTM E 814, ___________T fi_ ASTM E .AND UL 14'19 -- - - - -- - -- �- _. PAGE: - - -- -� BASEMENT GA. I 11 I II V I I I I BATHROOM 4• I I4' DRY-ROM BASEENT EXIST. I HOUSE RAIN GO. BATHROOM 1 j I I ROOM T09TREtT __ 1 2•I DRAIN LAUNDRY r 2•I 1 II j I�WATER MAIN S . I + j j 21 I 2' 4" TO EXIST. . I 1 I SEPTICI I ID I I I I SYSTEM 12 1 F-1 ,r WA. I bG W.G. U -+ 2" I I_�• I I — SHOWER -____ _- -O X EXIST. 3. --_ -_- llu�( _ — - -- ---- -V - - DATE: 08/12/22 2 OF 2 10 Yd• E. r FLUME31NORISER - S FFFLUMB I NO NASTE - SUi='FLY SCALE: NTS �;. SCALE: NTS �: ',• -� A '`t fJA 037 �(� J,9?6---7 a etsSeS5o43 N 200 46' 50" W 50.0' SITE DATA STORM WATER MANAGEMENT DETAILS PROPERTY: 7,500 SF 0.172 ac $•2' ESTIMATED AREA OF 1000 SF - O 100%RUNOFF AT DRYWELL DRYWELL 14.3' GROUND DISTURBANCE: LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: EX. SHED NEW ROOF AREA: 393 SQ.FT. 60.6 CU.FT. (1)6'dia.,4'deep 75.4 CU.FT. _ N N O . SHED O O EXISTING: AREA: LOT COVERAGE: w p HOUSE: 1,110.0 SF [� + OGEE GUTTER-STANDARD 5" Lr) R � SHED 1: 145.9 SF ~ NOTES: Q� A SHED 2: 100.0 SF 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. M TOTAL: 1,355.9 SF 18.07% 2).PREPARATION: P A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Z / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR _ PROPOSED: AREA LOT COVERAGE- O ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O PROPOSED ADDITION: 135.3 SF 1.80 METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: �1 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2•FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND COMBINED TOTAL: 1491.2 SF 19.87% H ACCESSORIES. APPROVED AS NOTE B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. oA • . 8•P• ES AND BOUNDS: SURVEYOR: 10HN EHLERS DRY WELLS TO BE 10'MIN. 4).PROTECTION: (� _ - _ SILT FENCING _ _ 'Dffl•[D �' DATE SURVEYED: 5/16/2013 AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ADJUST LOCATION I B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL NO IFY BUILDING DEPARTMENT�1 1T T ZONE:R-40 ELEVATIONS REFRENCE: COMPLETION. OF DRYWELL IN FIELD ' / \ VERIFY LOCATION OF 631 65.1802 8AMTO4PM FOR 7 ill FLOOD ZONE X NAVD 1988 F---1 Oo 0 AS NECESSARY. MINIMUM Soli I EXISTING SEPTIC POOL(S) FO OWING INSPECTIONS: SCTM: 1000-126-7-27 e o FENCE OFF TO PREVENT ° ° 10' FROM HOUSE AND / MACHINERY OVER 1. FOUNDATION-TWO REOUI FOR POURED CONCRETE U 20' FROM SEPTIC POOLS 6'x 4' 2. ROUGH-FRAMING S PLIUMBINti GFA CALCULATIONS �// I DW ' $. INSULATION LOCATION: AREA: F-4I 0 4. FINAL-CONSTRUCTIONS PROPERTY: 7,500SF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Qr z (280-207d)GFA PERMITTED: 2,100.0 SF EXIST. MASONRY Z ' COUCRETE RE UIREP/IENTS OF THE CODES OF NEW STOOP TO BE U WASHOUT YOI lK STATE. NOT RESPONSIBLE FOR EXISTING 1 STY.HOUSE: 1.110.0 SF N � U DESIGN OR CONSTRUCT ON ERRORS PROPOSED ADDITION: 135.3 SF V O H DEMOLISHED � ^ N wA (16.0 SF) F- 5,0' TOTAL GFA: 1491.2 SF F� 11.3' r �' A EDMEK 0 I J ol� I 0 `--------�j-/- T f 1 i� PROPOSED f(/�/////AA'•0 0 �1 d 1 / I ADDITION P (135.3 SF) ------------- 0 SKY PLANE L5_g' 16.4' EXISTING ATTACHED N v STRUCTURE WITH ROOF m TO BE DEMOLISHED o LO (23.1 SF). FOUNDATION AND EXISTING HOUSE FLOOR SYSTEM TO REMAIN r, txC ° tin (1110.0 SF) 00 cq v m [CH Kn U 18'-0"MAX. C.to C. "[h 13.7 co " 1 PROPOSED SITE PLAN N a W GRADE LL< STOOP SCALE: 1" = 10'-0" _Z �F aF ° LL E-+ O Lu Ik/ V PERSPECTIVE VIEW O Lu 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10/10 WWF) Z r ! Q W FILTER CLOTH "' U N X -' 0 SLOPE r--- Z M r._.. N-' M �.. � EMBED FILTER CLOTH G�Df r--"• Q '�'- MIN. 6" INTO GROUND 0 ° Z 1 �„ Lu I � �p X NOTE: '� Z MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL LL 100.0 CO STRUC ON ENTRANCE �► DRAWN: SCALE: SILT FENCE DETAILS S 200 46' 50" E 50.0' - 10B#: s' • 4/30/2024 fy; SHEET NUMBER: ! y S_ 1 w F-� �yy 88 I--1 LL JH' 14AA n i i I Q o � EXISTING WEST ELEVATION Q SCALE: 1/4" = 1'-0" cu cu 00co C00 0 +' �Q U O � gip° � v 0 O v - — — — — -- — — � - ir, U _ IF J� v a, �3o _ w _o u U oE O ]o cn -_-jo TF T�y IIIII III I I Hill 111 11 111 11 IL I I Hill LED lill�ip u gFr=z PROPOSED WEST ELEVATION ri SCALE: 1/4" = 1'-0" DRAWN: SCALE: JOB#: t ; 4/30/2024 * s SHEET NUMBER: U) z 0 Foil w rp a" O 00, h--I 77, oPol IL Fri i rrHll � � z . __. s. N EXISTING SOUTH ELEVATION Q SCALE: 1/4" = V-0" Qj c ri o m ch ai v ONv 0 to M O o 00 Lr, u m �0 00 N d 0 w S :000 P4 - coo 0000� O - o000 0000 H - 000co 0000 o�oo 0000� x 00 0 PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" y DRAWN: SCALE: JOB#: *! 4/30/2024 ' " SHEET NUMBER: 0 w F-� 0 Q U O DINING ROOM W z TO DEMOl1SN A 4 MASONRY t h/�-��r� F-=]I STOOP t n O E•-1 - - - - - - , 1--� C14 1-4 kn H 1 1 1 1 1 WOOD 1 DECK 1 1 TO DEM t 1 1 f 1 1 1 ----------- 0 --- _ T O O 1 Fv 1 o W Ac--- —-� BATH i LIOSEi CON DENSOR cu BEDROOM EGRESS WELL , � p w/LADDERcc 25-1R• cf) m cu u ANDGRATEFF-BOS O\ u 11 KITCHEN WATE m.. C7\ con -0 Lf) u METER 1 --------- M 4SToop BASEMENT � dEXPOSED FJ ABOVUTILITY 0m`3LIVING ROOML17 U ACCONDENSOR Cal CAEMET R METER 1 1 SN PROJECT NORTH SN PROJECT NORTH L - - - - , W EXISTING FOUNDATION d EXISTING FLOOR PLAN SCALE: 1/8" = V-0" 0 SCALE: 1/8" = V-0" N N pq DRAWN: SCALE: ..,� JOB#: ;' • 4/30/2024 > ° ;a SHEET NUMBER: F f A- 3 cn z 0 w �y Q EXISTING CRAWLSPACE QQ EXISTING STOOP TO BE REMOVED 5'-0" ---------------- M-1 I r #4 BAR 12"OC V LL 0co ) N 4 Z-: P4 >� A DBL.2X8 FLUSH > z m ¢ PROPOSED o O/ U � I I I CRAWLSPACE Q o 2"SLAB 0-4 in E� X W I I x v #4 BAR p 12"OC v (n'P) v4 CIA — — — a, ° CL 1 uj = a O I I D W v EPBATH O CLOSET m cv M o all o m P c1fo) EGRESS WELL `r u w/LADDER v 25 1/2" O �, AND GRATE v u, FF-BOS 'ti Lo aU 00 � d� V � O WATER -� ,n U all � - �n N °' v G EXISTING BASEMENT EXPOSED FJ ABCVE W UTILITY 1 ~ U SERVICE - R Q� 1p i i x S PROJECT NORTH L - - - PROPOSED FOUNDATION Dim : SCALE: 1/4" = V-0" t t ;, S �,,, ,.. •.� d> . JOBOB#:#: 4/30/2024 +` 7 SHEETNUMBER: A-4 0 I-�-I w 88 C) Q Q DINING ROOM 5'-0" REMOVE EXISTING DOOR CLOSE OFF OPENING FINISH PER OWNER M--l1 V _ ` �4 ry y, __________ 0 (2)2X8 HEADER--► VERIFY EX.HDR ,� W rn - (MIN.(2)2X8) Q z I� REPLACE EXISTING WALL Q F. WITH 2X6 UYP)`.NEW = WALL TO CONTINUE TO WOOD a VCLOSET ROOF ABOVE.;II,&ALL LU = CATHH CLG _ BLOCKING AS REQUIRED. LANDING Lu !�1 a , I REMOVE EXISTING WINDOW ^ REMOVE EXISTING SIDING CLOSE OFF OPENING NER AND SHEATHING.SHEETROCK FINISH PER OW AND FINISH(TYPICAL) � ---------- 0 r-i N N + co cu --_ BATH AC--- o 'n ,� u CONDENSOR Tl W (3-, �.2 u 42" c; ri X O BEDROOMLo 10 w Ee PO4 r O �, • tt u I � -5 � KITCHEN -----I Lo u r ;o N Q) -----� S W I � GAS I METER I uu u Cn LIVING ROOM II N AC i ENT Y F'94 CONDENSOREE ELECTRIC METER V x MASONRY STOOP S N PROJECT NORTH DRAWN: PROPOSED FLOOR PLAN I SCALE: SCALE: 1 4" — 1'-0" Jos#: 4/30/2024 J SHEET NUMBER: OFF A 5 'G..... .. { _---4# .. i. -----t,#.J - - --- - .e aa.-4 'p ,.wa i ____{-. w! 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WITH 2X6, CONTINUE OVERHANG I)TO ROOF AS SHOWN [-4 Q Q CLOSET CATHEDRAL CEILING n STRIATED SIDING TO MATCH ESISTING. MATCH EXISTING COLOR. INSTALL OVER U MIN. 15# FELT UNDERLAYMENT OVER U 1/2" CDX FIR SHEATHING. WALLS TO BE FINISHED FLOOR TO MATCH EXISTING 2X4 DF#2 OR BTR @ 16"OC (TYPICAL). _ _ _ OVER 3/4" T&G DVANTECH SUBFLOOR EXIST. w EX. LN DG >- EXISTING 2X8 FJ @16"OC � w MATCH EXISTING 2-1/2" — — 77 CMU FOUNDATION TO - TREATED SILL PLATE. — / U MATCH EXISTING O Z INSTALL OVER TERMITE- — a pq DAMPPROOF WITH m SHIELD AND SILL SEAL 2" CONC. SLAB / — — Q BITUMINOUS COATING _ _ _ ,� e . — — / � / Generated by REScheck-Web Software 16"X8" CONC. FTG. OPTION: REMOVE BLOCK WALL EXIST. — — w/ (2) #5 REBAR TO FLUSH OUT WITH SLAB. Compliance Certificate ON UNDISTURBED SOIL VERIFY WITH OWNER — — EXIST. 0 Project QUATTRUCCI SECTION A-A N 5 SCALE: 3/8" = V-0" o•o o a o o U Energy Code: 2018 IECC Location: Mattituck, New York l Construction Type: Single-family o EJ Project Type: Addition 411. 0 .(4 •tj u Climate Zone: 4 (5331 HDD) 1 u � Permit Date: tno 0 Permit Number: Rr All Electric false s~ .0 ^ Is Renewable false 5 t � ., Solar Ready: false Has Charger false 00 113 � 3 Has Battery: false Has Heat Pump: false Electric Ready: false C-4 Responsive Water Heating: false Construction Site: Owner/Agent: Designer/Contractor: 1520 BRAY AVENUE MATTITUCK, NEW YORK 0 Compliance: 0.0%Better Than Code Maximum UA: 19 Your UA: 19 Maximum SHGC: 0.40 Your SHGC: 0.00 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. l� It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade N assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies u Ceiling: Flat Ceiling or Scissor Truss 158 35.0 0.0 0.032 0.026 5 4 Am QI Wall:Wood Frame, 16"o.c. 144 20.0 0.0 0.059 0.060 8 9 Floor:All-Wood joist/Truss 135 19.0 0.0 0.047 0.047 6 6 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date DRAWN: SCALE: JOB#: 4/30/2024 SHEET NUMBER: Project Title: QUATTRUCCI Report date: 03/29/24 Data filename: Pagel of 1 A- 7 WIND LOAD PATHCONNECTION AND CONSTRUCTION DETAIL DRAWINGS �-_q USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUFE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD • RIDGE BOTTOM PLATE 1-7 HEADER LEDGER BATHTUB DOUBLE JOIST O SIDEWALL JACK STUDS RAFTER ~� FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTAi2 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVEF RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118g, SLOPE —1-DIAPPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP ` LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF u RIM BOARD CHIMNEY ASNREQUIREDTILATION CHANNEL RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN Ky ` VENTILATION WOOD JOIST • "• '• • '• SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING �'•G•I ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING FFF+++ STAPPING TO BE ATTACHED TO WALL STUDS 048"OC i 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA W BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER z INSTALL 4'0" O.C. �,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH ONT N. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF '/a INCH IN DIMENSION. U INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga, STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY ON ALL OPENINGS / AC T10N / g CONNECT TO n H 4" - 6" RAFTER RT10 0-3 4" x 18 a. TYDOWN ANCHOR ^ N EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS .� 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE Q FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME / / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O WOOD JOIST r'"I N Ili V) 'j, s� O TOP PLATE GIRDER/HEADER Cn V SIDE WALL FLASHING X Lf) 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048'•OC WOOD JOIST f0 cf) m AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD �..� +' 'U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION A RAKES PROVIDE HEMMED EDGES SO RAFTERS ASS TO FORM DRAINAGE CHANNELS AND X O INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION Pr }� W (( 4" - 8' LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION A'PLICATION PRE-MANUFACTURED +Z' V ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH tt v pip +O• CONNECT EACH FROM PEAK TO ALLOW FREE O RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE �� 0 CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 'd� (J 8" - 16" MSTA48 1-1/4"x48" l6ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS C+ O t' ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR M PLATES TO EACH STUD (Z Lf) U a' DBL. SILL PLATE ~ TERMITE SHIELD ! SUBFLOOR N O . SILL GASKET cu WOOD JOISTS O ? TIP. CONC. FOUNDATION ( A ` ONC. SLAB I GASSKETNE • /�2x6 /2x8 CONTINUOUS WOOD PLATE r' DAMPPROOF EXTERIOR GRANULAR FILL • Vz ' I BOLTED TO STEEL BEAM WITH POL .� 6MIL POLY ON EXTERIOR V STEEL COLUMN i p 1/2 " DIA. BOLTS ® 48" o.c. STAG. I � ,s i1 �s ° `• ` CONC. SLAB • a ' • a ,0 a r.• ROOF JACK � � STEEL BEAM W t�• ( A \.� ANCHDR BOLT EMBEDMENT: COMPACT FILL / E•1 POURCD CONCRETE: 7" 4" x 1 4" x 8" STEEL � s �' • Q =e • BLOC( WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE a 3 FLASHING AT I�•I KEYWAY FOOTING ` V � �'7 •• CONC. FTG. •p A•p t o' • SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT V •a _N ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT O (USP LBPS58 OR BP583) `�. U) p REINFORCING BAR 1 I f 3" STEEL COLUMN SUPPORTING DRAIN TLE p . ANCHOR BOLT CONNECTION FOUNDATION 5M DIA. ANCHOR BOLT MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC E-=4 NEEDED " " N SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL BOTTOM BEARING TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24x12 CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL WHERE NEEDED FOR STRUCTURAL BRACING. / ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES SLAB-ON-GRADE 57" OC ROOF JACKS & VENTS DETAIL v SUBFLOOR V CONC. SLAB DOOR FRAME 6X6 10/10 WWM COMPACT FILL ' DOORGE G JOIST W I USE 2X8 STEEL BEAM FOR BLOCKOUT 4' SLAB r P.T. PLATE W/ 6X6 WMM \I SLOPE �+ 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' • �'� AT2ENDRAND�E 1 • • 7 1 2' • (WITH A NAILING PLATE IF NEEDED) 4'sc HER THAN ES OF WOOD 4'� " •• .•.• ••• •• STEEL BEAM ALLOW FOR TO BE OTO X. ( GSHRINKAGE ! GRADE BEAMS •O o •O . •. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 6X6 W.W.M. -a - _G - a_ O _ 1 • a C• e • C•'0 MIN. c,sc 0 •O • � p � p n � • ���NOTCH BEAM FOR MUDSILL IF RCQUIRED -- MAXIMUM C 4 � � e ► SUB FLOOR •� a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM O e • " °• I �I •O • REINFORCING BAR • •_ O�•'° `o I�- _ _JOIST DRAIN TILE 12" s SHEET METAL / 30# FELT UNDER BEAM AT POINT a lT'n �••�•• STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK DRAWN. 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . �. SHIMS TO LEVEL BEAM SCALE: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE fOR WOOD BEAM GARAGE DOOR BLOCKOUT A&��p JOB#: 4/30/2024 BEAM POCKETi '� S'�� SHEET NUMBER: 0 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. N,11L NAIL BUILDING USE RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES [� When a collar tie is used in leu of a ridge strap,the number of tOd common nails required QIY. SPACING (SEE PLANS) L , in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-3d COMMONRAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL TO TOP PLATE 10'WALL:43d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCN-SBC LAP NAIL UNINHABITABLE ATTICS O (N STORAGE) 10 EXTERIOR LIGHT FRAM WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: O COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR FRAME FLOORS L/360 MCI OVER PARTITION WFCN-SBC LAP NAIL HABITABLE ATTICS AND 3o INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ( )STEEL WALLS 5 r TO RAFTER WFCN-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS CEILINGS(PLASTER,STUCCO) U360 r These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the (8"THICK) Bo should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGS(GYPSUM) L/240 CONCRETE WALLS(6-THICK) 85 l� accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS to ALL OTHER STRUCTURAL MEMBERS L/240 P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) W360 3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000Ibs (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt CITY. SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized accordance table 3.2a.In addition to spacing, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE F�INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � l 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-ll COMMON _ ` STUD O.C. NAIL $ym,; V attached with 8d common nails at 6"D.C.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16clCOMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-l(d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-.STANDARD STICK FRAME CONSTRUCTION W o 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 )'•G•( �D 1 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA W length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 Z 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES ^/ U 2.4.4.2 and 2.2.4 respectively. 20 PSF QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8)•CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST -8d COMMO END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"Tong at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 s.i..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE Sd COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1.3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO- 3-'6d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. SEE NOTES:1BOTH FIELDS ( 8d COMMON @ 12"O.C. ) 6"maximum lifts Qayers), anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-'6d COMMON attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3-8d COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-'6d COMMON g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, N (U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. cM r. O 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2- COMMO th ai u Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE:1 rn r FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. X LOtv O m For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. �q cf) O NAIL NAIL C1\ + 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION � `. Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For X C) M below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8dI AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framingand structural wood material to be#2+BTR. u Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Deck joists to have blocking at 8'0 D.C.. O Do CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O ' }+ ?+ 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL ,5 ,0 da +, otherwise. JOINT DESCRIPTION M Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) + n 4'EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. where needed. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 5d COOLERS 7" O.C.EDGE Lr) U ?; Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 � v-a U)6).Concrete piers shall be a minimum 6"above grade. It openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES 00 openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored cV O 1:4 openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. '� and blocking where applicable. QTY. SPACING P•a 5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 1}.All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d COMM 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with W Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. (~ 5d COOLERS on plans. WALLBOARD 10"O.0.FIELD H 2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r ) ty P Y g �' P PP FLOOR SHEATHING: U other access openings unless otherwise noted(typical). O 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL I) JOINT DESCRIPTION .PROVIDE 5 DI NON 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1). /B'TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES E C S FOR O ACCESSIBLE AREAS. (n where a licable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. �1 pp STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR- HVAC SYSTEM NOTES l"OR LESS 8d COMMD 12"O.C.FIELD (5.7 SQ.FT. !No.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safety NOTES:) P g PP �Y Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. ru/ 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction In the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions.Including furred spaces,at the ceiling and floor equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based or wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. U 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge If wall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities,nailing requirement;for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or altercate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces,{ Over SUbflOOr as per manufacture's InStrUCLlOnS. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. it 1).All electrical to be installed as per N.Y.S.Residential Construction Code. SUCH as Shear plates,Shall be Used t0 llalntaln load path. DENSITY(PER ASTM D 693 AND ASTM D 1557).COMPACT THE �4 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is contirl over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of veils shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G �+ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP _ is AND BASES.USE WITH FLASHING CAPS TO 1COVERTOP JIt, C1 DRAWN: SCALE: JOB#: 4/30/2024 " SHEET NUMBER: @!�' A-9