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HomeMy WebLinkAbout52162-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#: 52162 Date: 08/08/2025 Permission is hereby granted to: Lisa Jellett 16 Ramsgate Rd Cranford, NJ 07016 To: construct alterations to an existing single-family dwelling as applied for. Premises Located at: 700 Glenn Rd, Southold, NY 11971 SCTM# 78.-2-25 Pursuant to application dated 07/09/2025 and approved by the Building Inspector. To expire on 08/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $470.00 CO-RESIDENTIAL $100.00 Total S570.00 w Building Inspector �� � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 h tli s�//www.souoldtovglti . Yo Date Received APPLICATION FOR BUILDING PERMIT ec 4 For Office Use Only 0� PERMIT NO. -- Building Inspector: Applications and forms must be filled out in their entirety. Incomplete r applications will not be accepted. Where the Applicant is not the owner,an or, ,06) Owner's Authorization form(Page 2)shall be completed. + �! r q Date: OWNER(S)OF PROPERTY: Name: L t 114 SCTM# 1000- Project Address: -� C-90L M P-0 Phone#: Email: Mailing Address: CONTACT PERSON: Name; 3 PTWt I-S Y l_c3SMA01ift i S Mailing Address: �b 001-, LiSbk E>©v►14©LiD sty 119-7) Phone#: LI 33 -o2)LI Email: 0 AS'.%Aaiz OV& A-o,cv m, DESIGN PROFESSIONAL INFORMATION: Name: MIIZ1� �JC �L\Z 1�P Mailing Address: gCbLig.5 Mf_\^ IZ0 COT C 4c)C7U Phone#: j —'� tr Lil53 — Email: (ryl �CS;)�Ci�14 '"1 D 1OplLIme. 1 CONTRACTOR INFORMATION: Name: -S(A - MA iZ Co C-k%7nZk)LTt4)t`t irC3f2i� Mailing Address: .00 t�30�, C.I � }fJ(�L7� �l�/ t 19`( 1 Phone#: (_ � ` 3� _a ��� Email: � ��(�9 0 ® L CCj�A- DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration P(Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? Dyes ;(No Will excess fill be removed from premises? ❑Yes 1 No 1 PROPERTY INFORMATION Existing use of property: Sit` Intended use of property: 4;6;?-.y9.LC F4Ma eeS Zone or use district in which premises is situated: Are there any covenants andrestrictions with respect to this property? 1]Yes KNo IF YES,PROVIDE A COPY. (]CheskBox.AfterReading The Professionalisresp omVeforall drainage and stone Water Issues as provided by Chapter B of the Town Code,APPLICATION IS HEREBY MADE to the laullding Oepartmentfor the Issuance of a Building Permit pursuant to:the�rlding_Zone Ordinance of the Town of Southold;suffal ,County,Now"cork and other appl cable t aauw�s,OrdInances or Regulations,for the co ttion of buildings, additions,alterations or for removal or demolition as herein desr4bed.The'appild t agrees to ctinwply With all applieatale laws,ordinanees,building code, housing code and regulations and to admit authorized Inspectors,an premises and In tsuiludin#(s;)for nuessaryd Inspections.False statements mada herein.are punishable ssa Class A misdemeanor purrnantto Section 210.45orftheNew orlwstatePenaliaww. 6"& Application Submitted By(print name); (� A p jaAS l%Authorized Agent ❑Owner Signature o#Applicant: Date: `7 —9 — v2 S CONNIE D.BUNCH STATE OF NEW PORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTYOF ) Qualified in Suffolk County Commission Expires April 14, 2--- 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 2t�, —'v i.t� "V""`CV Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, L G- C residing at w � r" in Fl, 1? ., �0 Q C l do hereby authorize :K j VV\,P 1 • O OA C C l _ to apply on mybehalf to the Town of you hol Building Department for approval as described herein. ,' ,, 0L- 2ci Owner's Signature Date wk 2� L << i� �. Print Owner's Name 2 Eessbrf z 15'-5• 1-5. + 19'-91le (REPLACE EXISTING) O VERIFY NEW HEIGHT RESS WELL AS R IN FIELD PRIOR TO EGRESS AS REQUIRED PER R310.2.1 o CONSTRUCTION 4 min.FINISHED FLOOR SF CLEAR OPENING; MIN.20"WIDE,36"HIGH SILL TO BE CX235 a NOLESS THAN 44"P R R310.2.2 51-23/a"X 31-4 13/16" 1 BATH � � W W/D^ SHELVES '-- 3'-1" 2'-10'/2" 2'-1 " O w m ^ . ..........--•-•--••- � � EJECTOR N V 0 ^ F- o0 6'-51/z" 7„ 5'-81/z" X o 1 W EXISTING BASEMENT PLAN BATH 300- SCALE: , ,�30 BAT 1/Oi 11—OIINo.2 ' 4 N N 10'-5'/2" 6'-8'/2" i" fV r4 rw V L RECREATION ROOM Q REMOVE EXISTING OH DOOR c REPLACE WITH NEW BAY WINDOW O Q ------- CLOSE OFF WALL,2X4 STUDS @16"OC 3 UTILITY/ STORAGE _______- EEL o SIDING O MATICH EXISTING.REVNG,UNDERLAY IEW Z 11/4TI 1 v4 1 v4 JI2 11/4 MANUFACTURE INSTRUCTIONS AND Q v REQUIRED CABLE,BRACKETS,etc uv �' F.A.I. W.M. B � O 11R 3 y 3 11/4 � O C.O.j 2 C.O. il/4 O 3 W SLOPE"1/4"PER FOOT PITCH TO DRAIN V 'To APROPIED 4"CL SEPTIC SYSTEM EXISTING i EXISTING TRAP HOUSE I PLUMBING SCHEMATIC SCALE: NOT TO SCALE N v PROPOSED BASEMENT PLAN ON ON ° V Generated by REScheck-Web Software SCALE: 1/4" = 1'-0" 0M To o Compliance Certificate ° x KING STUDS a' TO go Project JELLETT 4D IU m Q" Energy Code: 2018 IECC U >~ v CRIPPLE STUD Location: Southold,New York Construction Type: Single-family 00 S] Project Type: Alteration EXISTING DRIPCAP OVER C14 i W ProJectSubType: None HEADER TRIM (TYPICAL) Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: 1/2"MR SHEETROCK GRADE All Electric false Is Renewable false ON WALLS AND CEILING (3) 2X6 W _ JACK STUDS Has Charger false HEADER ={ I=I1 E-1 Has Battery: false Has Heat Pump: false EGRESS WINDOW EGRESS WELL w/ LADDER V III=1 (SEE PLAN) MIN. 3' =III= AND COVER PER CODE LOC ATION USP NUMBER DESCRIPTION APPLIC ATION Construction Site: Owner/Agent: Designer/Contractor: III=I ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD I_I I I INDRAIN ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD } a 2X4 WALLS —III= @16"OC III— ADS PIPING h r i Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each stab-on-grade —I I I— n 9 9 P P� P g R201NSULATION =IIIIII—III—III— U• • • • T • • • • 3- �' assembly in the specified climate zone must meet the minimum energy code insulation R-valu and depth requirements. • 0 0 Envelope Assemblies STEP1, I I 'Popp""---- � .. �� � � ��� "� EXISTING ° Wall:Wood Frame,16"o.c. 1,083 20.0 0.0 0.059 0.060 57 58 ' • EXISTING • • Door.Solid Door(under 50%glazing) 21 0.280 0,320 6 7 • • P- EXISTING WINDOWS:Vinyl Frame 41 0.300 0.320 12 13 SHGC:0.31• EGRESS WINDOW:Wood Frame 18 0.290 0.320 5 6 SHGC:0.31 • BAY WINDOW-FLANKERS:Wood Frame „�a • SHGC:0.31 17 0.290 0.320 5 5 tvplrALWINDOW OPENING BAY WINDOW-PICTURE:Wood Frame �+ ;. A DRAWN: PAS SOAn�aDA<oRsrw SHGC:0.32 25 0.290 0.320 7 8 SCALE• THAN,F@T •7YVICAL DDOR OPENING • _ PANFl sPAr+GREAIER THAN mirky }}j AND blurt GR SMAOFR it t f �•.44 q T Jy THAN6RET ,�."r"a�r"c �t.e ' JOB ri: ����� 6/18/2025 ?YPICAL Ml1LTIPLE OPENINGS��.' k;,, PANLL SRAM GREATLA THAIJ 6 ME! , � SHEET NUMBER: ALA EQUAL SMALLER lT6An B FEEr WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL . AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING WINMMNEDEDMMOrrECf,ONPAMMNGS F.D=PORW00D UCt, PA„EIS Wo0D5 UCT1IRAL PANELS WITH A MINIMUN,MiCORZ OF 7/W Project Title:JELLETT Report date: 05/22/25 ' �^+ QF•�� AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMRTED MR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS PANELS SHALL BE PRECUT TO 9 COVER GLA2E0OPENINGSWITHATTACHMEWHAROWAREPROVWO(RETERTOSEC'TIONI6 14,16 ,6.5MDTABLE 16N.1.4 OF N.Y.S.RESIDENTIAL Data filename: Page 1 of 2 CONS LMION CODE).THt5IS NOT A SUBSRTUTTON FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANE15 MUST BE CUT TO SRE ANO READY TO USE ON ANY NEW WINDOWS AND ODORS,SHUI'iERS MUST'BE MMKFO FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. E-� GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: W 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL E-( 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of IOd common nails required QT1. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-84 COMMON EACH BUILDING HEIGHT TOE-NAIL TOP PLATE 19 WALL:4-8i COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) n 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST &WALL•3-84 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 TO TOP PLATE 19 WALL:4-81 COMMONJOIST TOE-NAIL f T1 for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3A2 PITCH LA80 O sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITH FIXED STAIRS O meets current federal,state,countyand local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 g EXTERIOR BALCONIES AND DECKS 40 CEILINGS(PLASTER,STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL MASONRY WALLS(8"THICK) 80 ^/ �.( 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 FIRE ESCAPES 40 EACH TOE CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) U240 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 a 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END EXTERIOR WALLS(PLASTER,STUCCO) W360 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs PASSANGER VEHICLES 50 DO NOT SCALE . 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON EXTERIOR WALLS(BRITTLE FINISHES) H/240 ( DRAWINGS) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slabon-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 q P 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 QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance table In addition to spacing, 2-16dCOMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from thehe end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON Q O P PP STUD O.C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. O 'J-i such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION F-r( 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 NYC RR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: �-+ Z BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 0 O Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ll p x 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL F� p [� interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 4-fdCOMMO I� 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE W O concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-fd COMMO NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 s.L.Concrete to be 2-£d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O. . 8d COMMON 6"O.C. SEE NOTES:1,3 i; P• TO JOIST END NAIL C° e° poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOEEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 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-lbd COMMON attached with the above requirements. TO BEAM JOIST NAIL � 8xl6 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON NOTES t { 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: BEAM R PER TOE TO BEAM 3-Ed COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Cn O N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END v the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL Cl\ 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, X v BAND JOIST TO- PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. tOA CC) M 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. 2-16d COMMO CT Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 O 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 m O t For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. } LL 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 NAIL NAIL Z In v QTY. SFACING 3).Tabulated 4 inch D.C.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For O oo ' \ 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. ) p g g g O below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PEI,TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �q \ g P 8 STRUCTURAL PANEL 8d O s 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: m Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. Lf CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES r^+ 3).Floors,walls,ceilings rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Ln U g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL M ') otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 00 :� 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. oo .O where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD c14 v 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . Sd COMMON @ 12"O.C. SEE NOTE:3 O W Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 4 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING" NOTES 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 openings between 4'1 and 6'0 and 2x6 wall openings between 511 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 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 comers,the 4 foot edge zone attachment requirements shall � 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE PLYWOOD 6d COMMO 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential V Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. O on plans. I WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: Q' 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION Vert protect and secure the structure. NAIL NAIL 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to p ty with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. �+ 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 1.l state code and manufacture's recommendation for maximum hole size and spacing permitted. " 3 INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR )- HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.W SILL-AFF Q NYS Residential cone R302.11-FIREBLOCKING REQUIRED under all bearing walls. I).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horlmrstal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to 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 veiling and floor V equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed COX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs. W 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 edEe 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, �I 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. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing doubled, orequir structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members Shall be dOUbled,Or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT IV 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 continuou!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 nals 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 a.e 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 jr �Cb DRAWN: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP ; +* SCALE: R AND BASES.USE WITH FLASHING CAPS TO COVER TOP JOB#:*, � � 6/18/2025 s 0'4_xd k SHEET NUMBER: �F A-2