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HomeMy WebLinkAbout49821-Z N PLAN CONTENTS: GENERANOTES WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1}RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE DWELLING >• 1-1/4'x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. BUILDING HEIGHT z When a collar tle is used In tau d a ridge strap.the number of 10d common nails required TOTAL SO. FT, OF CONSTRUCTION �, 3G CONSTRUCTION NOTES. In each end cilia collar be need rotexkreed the tabulated number ted nails In the strap. DESIGN CRITERIA PRESCRIPTIVE AS PER 2023 UNIFORM CODES SUPPLIMF_NT AND J G 1).The irlbal within this set of construction documents Is related to besic design 2}RAFTER-TOWALLASSEMBLY: I 2020 ICC WOOD FRAME CONSTRUCTION MANUALAnn Intent and framing details.They are Intended as a construction aid,not a subsB6ute Lateral framing and shear wall connections for rafter,ce8ing or truss to top plate shall be In .� P. 00 FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOT 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 Ilne with studs below,rafters h_ 4)) Q State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wait top plata and the wall top plats ehall be attached to EXT. BALCONIES 40 OCT 3 2023 construction details and procedures to ensure a professionally tirdshed,structurally the to the wait stud with uplift connections.Rods overhanging the rake side of the building DECKS 40 � �C 0% sound and a weatherproof completed product. shah be corrected vrithuplift oorroctlahs ao=danoe with table 3.3c, ATTICS w/o STORAGE 10 C d 2).The General Cont aclor Is responsible for ensuring thatall work and construction 3) WALL-TO-WALL ASSEMBLY: ATTICS w/ STORAGE 20 8 UIT.T1TN 17. DESIGN LOAD CALCULATIONS meets current federal,state,county and local codes,ordinances and rsgulellorns,eta Well studs above and studs below a floor shat be atlacred with uplift connections in ROOF (GROUND SNOW LOAD) 25 t`3 ,t �, .T' "! )' ;a*), ` r O M These codes are to be considered as part or the specifications for this building and a000rdancewlth fable 3.3b.When wall quids above do not tall In tine with studs below,the (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 -0 �D should be adhered t even If In variance with the plan. studs shall be attached to a common rnerr bar in the floor assembly with uplift connectors in ROOMS (SLEEPING) 30 V accordance with table 3.3. 3).DlrDer mb a*W take precedent over scaled drawings. STAIRS 4Q (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY 70 FOUNDATION GUARDRAILS ANY DIRECTION 200 First well studs shat be connected to fire I)unddm,sill plate,or bottom plata with uplift Cn 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 males In concrete EXPOSURE CATAGORY responslbilltyforconstructioncoordinatingwiththeseplans,norresponsibllityfor foundation and slab•onKrade,15Inches masonry block foundallons,or lapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION construddw nmw s,met m&,technlquos,sequwmm,orprooedums,orfareatety the plate and noted In accordance with We 3.3b.When steel*spa am lopped under t o (ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE � precautions and programs In connection with the work.There are no warnintdes for a bottom plots,3 inch square washes shall be used with the anchor bolts.Anchor bolt to specific use expressed or"led Intouse offew plans. spacing Is to be spaced and sized inacoorhdancetotable 32a.Inaddition tospacing. NAILING SCHEDULE SEE GENERAL NOTE PAGE P-- anchor bolts aretobespaced between6. 2Inchestromtheendc#asill plate andai EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 5).Rotor to the Wlndowand Door efor exterior openings. cornem. FIRE PROTECTION 6),The General Contractor Is to ensure that masonry or prefsbracted fireplaces meets 5}TYPE I EXTERIOR SHEARWALLCO NECTiONS: (SMOKE & CO2 DETECTOR ® SEE FLOOR PLANS or exceeds manufacture's moons and applicable codes. Type l exterior shear wags with a mInlmu n i of 7116 Inch wood structural panel on the exterior TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION attached with ad oanmon rolls at 6'o c.at the panel edges and 12'o.c.In the field,and L 7).The General Contractor 1s to consult with the owner fora)butt•in Items 12 inch gypsum wallboard on the Interior attached with 5d cooler rmlts at T o.a at panel ENERGY AL U LA TI N R S H E C K 4.6.3 such as bookcases,shelving,pantry,downs,brims,etc. edges and 10'o c.In the field shat be in accordance with the length requirements specified In two 3.15a-b. 4 Wind load requirements shat be taken Into account during construction. 6}TYPE II EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2M,Pages 149 and 193) ' z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15"times the appropriate y 1).The General Contractor and Mason to review pians,elevations,damns and notes to Imp adjustment factors In table 3.16. Number of Number of � determine Intended heighlo of finished Now(s)above typical grade. T).61TERIOR SI-t:ARWALL CONNECTIONS: Joint Description Camn011 Nabs Box Nails Nat S ® Q� 2).All footings to rest on undisturbed(virgin)sot.Assumed bearing 3000psf Allowable sldewat lengths provided In table 3.14 shall be permitted to be increased when ROOF NAILING Interior shearwalls are used.Sheathing and connections shall be In accordance with e 3).Provide 10 expansion joint material between concrete slabs and abutting 2.4.42 and 22.4 respectively. Rafter to Top Plata(foe-nailed) 3-8d 3-8d per rafter concrete or nrrsorry wails occring In exterioror unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-nailed) 3.8d 3-8d per joist 4- 4).Any new concrete walls being attached to existing concrete structure shat Header and/or girder connections shallbe attached with uptft connections In accordance Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap with table 3.5.Window sill plates shell be have steel connectors in accordance with table � V be Installedwith#4 nsber,18"long at 12'o.c-use approved epoxy for Installation. 3.5 Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 4- 5).tress otherwise noted,al on grade to be 2500 p.sl.concrete t be Collar Tie to Rafter(Toe-nailed) 2-10d 2 40d per tie poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs W CATHEDRAL.CEILING ASSEMBLY-a structural Blodcng t0 Rafter(Toe Walled) 2-8d 2-10d each end W V b be minimum 3-12 Inch thick. wheree�lo to be abed as a lope con beam,tha rettars achealtoer be notched and Rim Board b Rafter(End Nail 2-16d 3-16d each end anchored on top of titre bpm or slope connectors shall be attached t each rafter to•ridge 6}.Crawl spaces to be provided with a minimum 18)W access opening.Install one aalong ttached oclin part building.Connections b the ridge and wall shall be be WALL FRAMING 4) 0 8x16 cast Iron foundatdor►vent forevery 150 sq.it.cornea. Top Plate t0 Top Plate(Foos-nailed) 2.16d(1) 2-16d(1) per foot 7).Damppmof ext m offer dallorn with bituminous coaling as per semen Race of DECK AND COVERED PORCH NOTES: Top Plain at Intersections(Face-nailed) 4-16d 5-16d Joists-eadl side 0% N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 4 Unless otherwise noted,all framing mwateriat ID be#1 ACQ pressure treated lumber. Stud b Sold(Few-flailed) 2-16d 2-16d 24"o.G the below grade portion ofexleriorwalls prior to baddilling. All fasteners,hen"and anchors to be gaivinized or stainless steel. Header to Header(Face-nailed) 16d 16d 16'0.c.along edges 4 Drainage as per section R405 of N.Y.S.Residential Construdion Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors ar>chored } FRAMING NOTES Into concrete with a minimum 1/2'dia x T long anchor bolt with washers and nuts Top or Bottom Pete iQ Stud(End Nailed) 3-16d 2-40d per stud 40- 1).At framing techniques and methods as prescriptive design of 2020 3).Posts supping g1rders shat be anchored to a 121x12-x12'thick concrete footing. C tit Exitlon Wood Framing Construdlon Manuel. Use a minimum 11T dia x T long anchor bolt with washers and nuts.Footings Shall 2).Unless othww1se noted,all framing and structural wood material to be;V2+BTR. be 3 fL below grade.Comets pleas to be used with at porctesldedks with tools or pergulas. 1 Dough Fir. a) Deck joists to have bloddng at e'o aG. Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d(1,21 per foot 3).Floors,walls,celtngs and rafters b be spaced st 16 inches me unless nosed 4 A minknum of 10 Inch flashing shall be installed between the building and ledger. FLOOR FRAMING offavAse. Ledger to be fastened to building with 12'dia.bolts with washers and nuts Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. Bridging to Joist(Toe-nailed) 2-8d 2-10d each end I Bearing wall headers lo have(2)jack studs and(2)full length abide on each aide of all 6).Concrete piers shall be a minimum 6'above grade. Bloftg t0 Joist(Toe-nalled) 2-8d 2-10d each end j j openings.LVL headers to have(3)jack studs and(2)rel length studs on each aide of Blotting to S11 or Top Plate(Toe-nailed) 3-16d 4-16d each block W openings.Bearing wait window sits shat also trove(2)window sill plates for 2x4 wall y),All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 61 and 2x6 wall openings between 511 and n.Provide fire t gt�(s} Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each jest blocking blong where applicable. Joist on Ledger to Beam(To&mlled) 3-8d 3-10d per joist 5).All flush beamsfieaders to be Instated with heavy duty g*Atwd hangers and 8}Cowered Roofa shall be assembled and anchored the same manner as a typical building. Band Joist b Joist(End-nailed) 3-16d 4-16d per joist anchors where applicable to all connectingjats. PLUMBING NOTES Band Joist to Sill or Top Plate(Toe-nailed) 2.16d(1) 3.16d (1) perfoot 6).Double up floorjoists under wails that run parallel to that,=joist and under bW tubs. 1}Ali water supply,drainage and venting to be Instated as per N.Y.S.Residential ROOF SHEATHING Floors to have ceramic tie Installed shall be verified for proper bad capacity unless noted Constriction Code. on plos. Structural Panels(See Notes 4,5 and 6) 2).Verify septic system with the Engineer for Suuffolk County Health Departrnent approval. Interior lone 8d 10d 6'edge/12"field 7).Provide bbddngPoridgrrg In floor joists at 8'0 o.c..Use sand blocking In floor jolsta Ete i Permeer under al bearing walls. 3}N wall studs,plates or)data are cut out during Installation for any pkm g related work, Zone 8d 10d 6'edge/6"field 8d 10d 6'edge 161 field provide adequate bracing and pates to protect and secure the structure.Verify with the Gable Did Rake with up b 1'Rake Overhang 8).Provide Insulation baffles at entre vents between rafters.Install draft blodag as state code and manufacture's recommendation for maximum hole size and spacing permitted needed HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless ofherwtse noted,all roots and welts to have a minimurn 1125 thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to at applicable codes and safety Gypsum wall board I 5d Coolers 5d coders r edge 110'field CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements wau SHEATHING 10).Unless otherwise noted use 314.01 Tth,G PTS FirorAdventech plywood subtoor } system data and requirements with the Structural Panels(See Notes 1,$and 3) 8d 10d 6'edge 117 field adhered with PL400 adhesive and screwed m floor joists.Finished floor Io be installed 2 HVAC subcontractor Is to full coordinate all over subfloor as per manufacture's Insfiactions. equtPment 11).At ballroom walls to have 12'thick molsture4esistant sheetrock.Garage walls and 3).HVAC subcontractor h pmvWe final systema layout drawing and submit It to the General 5d Coders 5d Coders T edge 110'field ceilings and over furnace to have Wr thick"e-x sheetrodc.AN other parts of building Contractor and owner for final review and approval. Gypsum Wallboard to have regular 12'sheetrodc.All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING 12).AN roof with a pitch less than 4:12 shall be knstatedwith an toe&Water berrier or 1).Ali electrical to be Installed as per N.Y.S.Residential Construcion Code. Strulctulral Panels approved equal.Flat roots she#be applied with a Fiberglas base sheetwith an EPDM 1'or less 8d10d 6'edge 112'field torch down type material over. 2),Ali electrical work shat be approved by a qualified Underwriter. 13).Ali all pates and wood in contact with concrete to be pressure treated Sill plates to 3}.trotai Smoke detectors and carbon F'onaxide detectors throughout as per section 8317 (1)Nailing requirements are based on wall sheathing naled 6`on-center at the panel edge. Alternate nailing schedules shall be Installed with a foam sill gasket and aW lex Wmlts shield or approved equal. of N.Y.S.Residential Conshw ion code. be used where wall sheathing nailing is reduced. For example,ft well sheathing is nailed 3 indles on-center at the panel edge to obtain higher shear capadties,nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. PSE OF NE4,r CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wall sheathing within 4 feet of the corners,the four W edge zone attachirlent requirements shd be used. C: �A I. CON (3)Tabulated 12 inch O.C.nail spacing assumes wall sheathing attached to stud framing members with 0.42<134.49. Wind Seismic ea Frost Line Termite Decor Winter ce Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter of the roof.including 4 feet on each side of the roof peak,the the 4 foot Ground Snout Y � g � Load wed Depth Design incleflayment perimeter zone attar cwt requirements shall be used. Temp. e uired (5)Tabulated 12 inch o.t trail spacing assumes roof sheathing attached to rafter!truss framing members with G>0.49.For 25 psf 140 mph B Severe 36 in. Moderate Slight to 154F Yes framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. `'F�- 8�4 to Heavy Moderate (6)For wind speeds greater than 130 mph,blocking Is required which transfers shear load to two additional raflers(3 ratters In tow). �ESSIONP�'� (/)For exterior panel siding,galvanized box Trails shall be permitted to be substituted fix common nails. 1 N to 01% Z CL • u CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS C } co 00 CONNECTION LOCA_AON: PART NUMBER: NOTES: .s a 00 RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS c °` RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER w -a N C RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNECTOR v w RAFTERRIDGE PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD cn RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR W.AL KLFTA OR MSTA36 APPLY TO EACH WALL STUD � HEADER-TO-JACK. STUD LSTA12 APPLY TO EACH JACK STUD to CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOW - ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-S`LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE L TYPICAL RIDGE TO RAFTER STRAPPLNG TO RAF TER STRAP p USE WITH 3" SQUARE WASHERS TYPICAL TME FOLL0^0 OR APPRMO USP WTu CONNECTOM FOR PROPER WMlo RESISTANT FOLLOW MANUFACTURE'S RECOMENDIED M18TALLATM M1sTRUCTIONS TO AMEVE MAXIMUM LIPLF T LOAD CAPACRY. •— Z W A3 W RAFTER PROVIDE 1/7 SPACING BETWEEN THE END STUD ANCHOR 130LT CONNECTION V AND THE 2 OTHER STUDS W 4— RAFTER FOR ALLOWING CONNECT CORNER STUD ANCWA BOLT� FOW"TM O'OW AC"M NXT -0 V •, HOLDDOWN INSTALLATION TO TRANSFER SHEAR WL RATE To rot#10i"Tm I alorfr rr oc •y TOP PLATE FASTEN WITH(2)16d SKL FIATETo FOtPMTM • TOP PLATE _� • • COMMON NAILS @ 6"O.C. w W ��CPAK �aTa a roc aroc WALL STUD �� • 0% WALL STUD SIDEWALL ENDWALL USE WRH 34 SQUARE WASHERS OW t l"S OR VW) L N o 1 TYPICAL RAFTER TO WALLSTUD( TIYE RAFTER TO WALL STUD CONNECTION HEAR WALL CORNER CONNECTION - 2ND. FLOOR WALL STUD ~ - KING STUDS 2ND. FLOOR PLATE •` SUBFLOOR CRIPPLE STUD W WOOD JOIST RIM BOARD FADER • BLOCKING WOOD JOIST .• 1 ST. FLOOR TOP PI.ATtS JACK STUDS GIRDER/HEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD , IF NG OVER�(QQQ � �_jQSj FRAMING FLUSH WITH QIRDERM AQER TYPICAL MULTISTORY CONNECTIONS 1 ST. FLOOR WALL STUD 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE • , - BATHTUB SUB FLOOR DOUBLE BILL PLATE ' , DBL.SILL PLATES DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) FOUNDATION WALL • FOUNDATION WALL - •- C' �� ©f Z � J• co Off, P DQUMEJOIST QQE,!01ST FOREIRING WA LLI SL S CONNE�TIOPt,� �LL PST -��— NG sial" WA VOUBLE 1200P SHEATHING I LL, Lo N TOP PLATE 14AILE-D PEW DOUBLE TOP t'LOATE- I �I(�\/1.� 'I t �" •P ` 2X �I; ' L�dr O �lG 1..L1?' '�L% d j�G 'L° ele; t � ROOFws bltt'It •����dN,za►�� 2kCn''�1rt�,�� �1 . CrP_ 1-- f�� .�. 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