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Home My WebLink About47596-Z - - - - - - - - - - - - -r- - - - - - - - - - - - - a.� ® I ► � 9� �dy,�a Simpson HDV Simpson HD I I (2)2xb Hold Down Hold Down I I Post t0RIGAS Ridge DESIGN/BUILD .. I 2x8 OF#2 RR @ 16"OG I 2x8 OF#2 RR @ 16"OG I I Joseph FIschettl, P.E. 12 I 12 PROFESSIONAL ENGINEER v I 2/18/22 I I N I I (2)2x6 Simpson HDU Simpson HDU Post to old Down Hold Dau I I Ridge . I L - - - - - - - - - - 1- - - - — — — — — — -- New Accessory Building 211/2" 1011, 19" 101" 211/2" ROOF PLAN 5GALE: 1/4" = 1' 745 Gagens Landing Road 22' Southold NY 11971 FOUNDATION PLAN 12 (2) 1-314X16 `[ ML RIDGE ;3!4"'CDX PLYWOOD SHEATHING 2X4 HANGER EVERY PROJECT TEAM: OTHER JOIST Post to 2X12 DF#2 CJ @16"OC Ridge - - - � *CEILING JOISTS TO BE INSTALLED IN _ Designer/Builder FUTURE IF STORAGE 15 REQUIRED LQ i LL Doo 1:1 RIGAS CO oMod - ) - 1:10F] 1:1 �❑ 22260 main road, orient ny 11957 (NI 000 1:11:11-1, under aiding with 631 3238022 (� underlayment T130, c@rlgasco.com ' 314"GDX Sheathing, 2;�b Stud Wall(Tgp) 2x6 AGG2.5tl1 Plata N ry Termite Shield Engineer X 5111 seat — Joseph Fischetti, 1j.E. 4"CONC.SLAB,REINFORCED B"PC WALL 1725 Hobart Rd, Southold NY 11971 m I I I I OVER COMPACTED FILL °ti 631 7652954 (2)2xb Post to (2)16"X8' 4 REBARR p I I Ridge I I I (2)2x10 Header (2)2x10 Header L4 - - 8010 - - - - - - 8010 - - - • r • • 3_ • . s • 3_" — • Scale as Noted -Tu • 2' 8' 2' 8' A 2' Lu <." • i� FLOOR PLAN r TYhIfRt 17(X7�R PENtnf. • _ :A.. �! 1dIDfQJA.OR FHIltR w ftt ..w Al NJI E13IWf t#ARA ttNH 4KfT AHD A\ v — WIND-BORNE DEBRIS PROTECTION FOR Woof}STRUCTURAL PANEL< AS PER SEG 3GU9.1.2,2015 JK;ALTERNATIVE FM OPENING PRflTEEC WN(IP NUT USING 1MPACf GAZING) . .wtvoeaRwftsmns�mcrnar"�rtwesa�tx�luroawcaosiu.erwuoMvruxvmmtucntR�u.talaswmt�tantNuwn+tcrl�fssaTllr �`�� _- ..' ZtbW 3tAnV49MN ON t$TSfr ;ADw lfOP]imixftf"A 6gc"M 4,16 .65 MO R&f11wE PAM0 ky.t f¢PRFI:II(T8• � . fWtA(sAT[`J ORNUCS YIARN,RTTpt'—sTr-ml R[Krci�+ltfR/RIIHt 1[1 STC'17tSI1�Y.11,16R7Dm T.Ifaf ItA9.11 WN.Y.S,AlS79PRRV. CLNSf0.iKT8GNCOCEy 11i1S 15 t>;JixR&STS1tPlWf*NAKI"Y+W'rWEA.k WfRR+fsvn%s vvK'M6.�I*ffD xwFrsE.ty®t1*w ,N1 MMF4S MIST K QRTO FStC AR4 R[MY TO U6CM..0..tr NEW YYIMIONtS M`DIMlDRF.RM7%u MUST fC aNRXdD WR SMKT pSNAA R 61GQSY6R. HAP9wnaElttbT ILCI]MAYn"51¢(TiFA51OR CbTlalAtB]fl. i RIGAS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS DESIGN/BUILD USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT # GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS Joseph i=ischetti ice. E. \ ENDWALL RAFTER 0 CRIPPLE STUD WALL STUD BOTTOM PLATE RIDGE PROFESSIONAL ENGINEER HEADER LEDGER BATHTUB SIDEWALL DOUBLE JOIST JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OFALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP FFTERSIZEIUSPNUMBERJ DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL THE FLOORS TO EACH OTHER W!THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE WALL STUD BLOCKING 924"OC THROUGH-ROOF EXHAUST 2/18/22 VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY VENTILATION CHANNEL RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN FOUNDATION ' SIDEWALL FLASHING VENTILATION WOOD JOIST _ TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE2x4 LEDGER $TAPPING TO BE ATTACHED TO WALL STUDS 948"OC BARRIER TO LAP FLASHIN 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL–MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER New Accessory Building WALL STUD - - INSTALL 4'0"O.C. ROOFING TO AVOID SOAK[ G NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER 4'-8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS THE SPACE VENTILATED, ALL OPENING ONTIN.SCREENED v IN T ALL OPENINGS PROVIDE HEMMED EDGE SHALL BE COVERED WITH CORROSION- CONTIN. SOFFIT/EXT,PLYWO D INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL E6" N USP NUMBER DESCRIPTION APPLICATION RESISTANT METAL MESH WITH MESH 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN IR OPENINGS OF k�INCH IN DIMENSION. SOFFITED EAVE 74 5 G a ens Landing Road INSTALL10, N ALL OPENINGS / ER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO g GAP TO PREVENT CAPILL RYEACH RAFTER 14"-16" LSTA36 1-1/4"x36"18ga.STRAPND JACK STUDS S C. ACTION CONNECT TO ROOF VENTILATION / PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND TER RT20 21-1/8"x 20ga.TYDOWN ANCHOR OVER BEARING WALLS AND HEADERS Southold N Y 119 71 N ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE 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 I SHINGLES A7 BASE MIN,4 INCHES THROUGH VENT WOOD JOIST �—' 6 PROJECT TEAM: }''� WALL //�� J� c j� *��", TOP PLATE SIDE W,"i�� 7�-�V1-TII��.F GIRDERIHEADER 1ST.FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS 948"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,811:>EWALLS, WALL STUD WOOD JOIST FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION AND RAKES–PROVIDE HEMMED EDGES SO INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND RAFTER e- 4"-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBERDESCRIPTION APPLICATION Designer/Builder ONALLOPENINGS PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" INSTALL 4'0"O.C. RAFTERIPLATE RT15 TYDOWNANCHOR CONNECTEACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR CONNECT OVER CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.4 REDUCE BUMP OUTS R I GAS CO DBL.SILL PLAE TERMITE SH ETD I 22260 main road, orient ny 11957 SILLGASKET r—SUBFLOOR WOOD JOISTS 631 3238022 TYR CONC.FOUNDATION CONIC.SLAB f c@rigasco.com A 6 MIL.POLY CaABKEE ' DAMPPROOF EXTERIOR r", BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR GRANULAR FILL v, 2x6/2xB CONTINUOUS WOOD PLATE ° V ` STEEL COLUMN )•q k i q ^ 1/2"DIA. BOLTS 9 48"o.c.STAG. u CONC.SLAB •q - ° ROOF JACK A o `, / STEEL BEAM q COMPACT FILL q / , Engineer KEYWAY FOOTING o V n ,^ ^ a �� q ° n ROOFING LAPS "� TOP AND BOTTOM PLATE CONIC.FTG. q •q G, FLASHING AT WITH 1/2"x 6"ANCHOR BOLT g v ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `�� 1/2"GROUT p1 REINFORCING BAR (USP LBPS58 OR BP583) DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 518"DIA.ANCHOR BOLT I I I ( STEEL COLUMN Joseph F i sch etti, P.E. SUPPORTING MAXIMUM SPACING FLASHING LAPS _ , , l 10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM -�-- --- CRAWLSPACEORFOUNDATION 1STORY 72"oc 1725 Hobart Rd, Southold NY 11971 TYPICAL CONIC,FOUNDATION.APPLY PILASTERS SILL WLSPACEORFOUN ATI TYPICAL BEAM DETAIL 631 765 2954 WHERE NEEDED FOR STRUCTURAL BRACING, MIN,3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONG.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATER FOUNDATION 1-2 STORIES 57"OC ROOF JACKS t VENTS DETAIL SLAB-ON-GRADE CONIC.SLAB / ( r---SUBFLOOR 6X6 10/10 WWM COMPACT FILLDOORE—'I DOOR FRAME � JOIST– USE 2X8 FOR BLOCKOUT P.T.PLATE 4"SLAB I _ STEEL BEAM W/6X6 WMIM SLOPE ' q 1/2"AIR SPACE �` 1 p• e 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT AT END AND V24 ' '• ' .. : (WITH A NAILING PLATE IF NEEDED) GRADE ° q -"--u- zr-=--z �.G`q d •• e. • •. G + y. SIDES OF WOOD •� •: TO BE APROX. 1/2"OR HIGHER THAN 12" P c =D O 6X6 W.W.M. –..e �_, r'°0 BEAMS – –T _m I •° c �•° I I I (PROVES STRAPPING T NG TALLOW EEP FOR SHIMSKAGE OISTS ALIGNED) MIN. % a ° n Q•q Q q , ° o �`�NOTCH BEAM FOR MUDSILL IF REQUIRED–MAXIMUM – q q , • n^eq SUBFLOOR a REINFORCING BAR C =� NOTCH EQUALS 1/4 DEPTH OF BEAM G ° e I1-11 '— Scale as Noted J REINFORCING BAR o • ° o•°•o'� DRAIN TILE – a 12" ° SHEET METAL/300 FELT UNDER BEAM AT POINT • 1! e °c —JOIST • OF CONTACT WITH CONCRETE OR CONIC. • •i STEEL BEAM • " BLOCK ' 3 — TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)04 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • °A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)04 REINFORCING BARS. PLATE(BOLTED TO BEA ) 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET C A t A2 RIGAS DESIGN/BUILD GENERAL NOTES NAILING SCHEDULE WIND FRAMING NOTES PLAN CONTENTS: 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required q QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails In the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) Joseph 1 i s ch ett i F. E. 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMONRAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) }}'�� intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE)'WALL:4-8d COMMON JOIST TOE-NAIL 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10FRAMING 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)8301.5 PROFESSIONAL ENGINEER 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 UP NAIL DESIGN DEAD LOAD(PSF)8301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH I/180 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (iJ0 FINISHED CEILING) AME)WOOD WALLS 10 F ( 30 SBC LAP NAIL HABITABLE ATTICS AND INTERIOR LIGHT R 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM- INTERIOR WALLS AND PARTITIONS HnBo meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS FLOORS P INTERIOR(LIGHT FRAME)STEEL WALLS 5 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 EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) Bo CEILINGS(PLASTER,STUCCO) U360 should FIRE ESCAPES 40 3).Dimensions Shall take precedent Over Scaled drawings. GUARD IN-FILL COMPONENTS 50 a adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_gd COMMON EACH TOE CONCRETE WALLS(6"THICK) BS CEILINGS(GYPSUM) L/240accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALES 10 ALL OTHER STRUCTURAL MEMBERS I/240 RIM BOARD EACH END VEHICLE GARAGES(11307.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) FV360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TFOUNDATION: TO RAFTER 2 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall bee connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) FV120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 4o 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 NAIL NAIL NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2_16d COMMON PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 2/18/22/ ^/^ 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE `J (�j[ L)L) INTERSECTIONS 4-16d COMMONEA SIDE NAIL NAILING SCHEDULE 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. T STUD TO 24" FACE p pp attached I exterior shear walls with a minimum of 7/16 inch wood structural panel On the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Sym.: 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 16'O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 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 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS no CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2:4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMO11, PER 26 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior factors 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 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 P END JOIST OR BLOCKING GROUND WIND SEISMIC FROST determine intended heights of finished floor(s)above typical grade. WINTER ICESHIELD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES New Accessory Building 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT, MODERATE SLIGHT TO 17 NONE PER TOE TO HEAVY MODERATE: concrete or masonry walls occuring in exterior or unheated interior areas. JOIST TO4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached .c existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON 74 5 G a e n be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES g S Landing Road 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs l grade t0 be 3000 P.mesh r.Concrete to be TO JOIST 2 8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON 6"O. . 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: @ to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOEftSEE NOTES:1(BOTH FIELDS) Southold N Y 11971 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 3-16d COMMONBLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C.along the open ceiling part of the building.Connections to the ridge and wall shall be be NOTE:2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces provided with r minimum x24"access opening.Install one attached with the above requirements. LEDGER STRIP 3-lbd COMMONEACH FACE 8x16 cast iron foundation ion vent for every 150 sq.ft..oof area. TO BEAM J0I5T NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES 7).Damppexterior of foundation with bituminous f as required by current TO BEAM 3-SdCOMMO JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylenegene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PE2 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-116d COMMON TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO- 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SiLL OR TOP PLATE FOOT SEE NOTE:1 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. 1).All framing techniques and methods as prescriptive design of current SBC High Wind For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 3).Posts supporting girders shall be anchored w a 1 washers a thick concrete footing. JOINT DESCRIPTION NAIL NAIL PROJECT TEAM" Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3e Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE Sd COMMON @ 6"O. @ 8d COMMON 12"O.C. Designer/Builder 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WSd COOLERS ALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. Ad COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall and WALL SHEATHING: NOTES openings between 4'1 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored and blocking where applicable. to girder(s). JOINT DESCRIPTION NAIL NAIL QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. R I GAS CO 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 g PANELS 8d COMMON 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES WFCM-SBC be used. 22260 main road, orient ny 11957 7/16"OSB 3"O.C.EDGE P J p j supply, g g p PLYWOOD 6d COMMON 6).Double a floor joists under walls that run aced f t0 the floor oast and under s note s. 1).All water su I drainage and venting to be installed as per N.Y.S.Residential 6"O.C.FIELD 2).Tabulated 12 inch o.c.Hall spacing assumes sheathing attached to stud framing members with 631 3238022 Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD c(@rigasco.com 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval" 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or Joists are cut out during installation for any plumbing related work, NAIL NAIL 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 JOINT DESCRIPTION CITY. SPACING 1).PROVIDE 5/e"TYPE-X SHEETROCK FIRE STOPPING AT 10'O MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 7-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES ed coMMo 1"OR LESS 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridgingin floor joists at 8'0 o.c..Use solid blocking MIN.44"SILL-AFF Engineer J g fn floor joists NYS Residential Code R302.11_FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. Flreblocking shall be Provided to cut off all concealed draft openings(both vertical and horizontal) NOTE: and to form an effective fire barrier between dories,and between a top story and the roof space. needed. 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. 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 wells and partitions.Including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblodced at Intervals not exceeding 10 I1).Unless otherwise noted,all roofs and walls o have a minimum 1/2"thick, oder Fir feet.Batts or blankets of mineral or Joseph F i Sch ett i 1 P.E. CDX exterior sheathing rade I 1).Nailing n-requirements are based ge wall sheathing using parallel rows of studs or da glass fiber shell be allowed as flreblocking In walls<ond acted g g plywood.Plywood to cover over plates and headers. $ q SOIL COMPACTION: ggerea stress. 3).HVAC subcontractor to provide final system layout drawing and submit ft to the General nailed 6"on-center at the panel edge.If wall sheathing 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I 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, 17 plywood t ood subfloor P $ $ ) 25 Hobart Rd Southold NY 11971 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing re uirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop celll and cove ceilings. 1 J ELECTRICAL NOTES: q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. g over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 631 7652954 1).All electrical to be installed as per N.Y.S.Residential ConstructionCode. 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. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resld the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 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. oft APPRov6D EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP Scale as Noted 7:'1_1 ,. QJ A3