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GENLERA0 T E S WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL I
BUILDING USE DWELLING r
1}.RIDGE-TO-RAFTER ASSEMBLY: z
1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. BUILDING HEIGHT
When a collar tie Is used In leu of a ridge strap,the number of 10d common nails required TOTAL SQ. FT. OF CONSTRUCTION L
CONSTRUCTION NOTES:
in each and of the collar tie need not exceed the tabulated number of 8d nails in the strap. V
DESIGN CRITERIA PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND C
4- 14D
1).The Information within this set of construction documantsIsrelated tobasic design 2}.RAFTER-TO-WALLASSEMBLY: 2020 ICC WOOD FRAME CONSTRUCTION MANUAL 00
Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall cxmnectlons for rafter,ceiling or truss to top plate shag be in FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES -W 4- O\
for generally accepted good building practice and compffancewith current New York accordance tot�le3.3.WhenarafterortrussdonotfallInlinewithstudsbelow,rafters
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 EXT. BALCONIES 40
construction details and procedures to ensure a prolessionaly finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building DECKS 40 •� � �
sound and a weatherproof completed product. shall be connected with uplift connections in aoccirdanee with table 3.3c. ATTICS w/o STOR AGE 10 = • N
2.The General Contractor is responsible for ensuringthat all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS w/ STORAGE 20 UJI -0 r
rr�current federal,state,county and local modes, rdinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 25
These codes are to be considered as part of#mspecificationsfor this buildingand accordance with table 3.3b.When wall studs above do not fall in fine with studs below,the (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 -p
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
accordance with table 3.3. ROOMS S (SLEEPING) 30
V
3).Dimensions shall take precedent over scaled drawings. STAIRS 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200 V)
First wall studs small be connected to the foundation,sig plate,or bottom plate with uplift C31
4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches In concrete EXPOSURE CATAGORY
responsibility for construclion coordinating with diem plans,nor responsibility for foundation and slab-on-grade,15 Inches In masonry block foundations,orlapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION
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 theROOF - FOUNDATION DETAIL PAGE & GENERAL NATE PAGE L0
hor
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.Ancbolt LO
specific use expressed or implied in the use of these plans. spacing Is to be spaced and sized in accordance to tape 3.2a.In addition to spacing, NAILING SCHEDULE SEE GENERAL NOTE PAGE Ill-
anchor bob are to be spaced between 6-12 Inches torn the end of a sig plate and all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
5).Refer to the Window and Door schedule for exterior openings. comers.
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FIRE PROTECTION SEE FLOOR PLANS
6).The General Contractor Is to ensure that masonry or prefebracted fireplaces meats 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SMOKE & CO2 DETECTORS
orexceeds manufacure'sspecifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and L
7).The General Contractor Is to cotsuft 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 ENERGY CALCULATIONS R ESCHECK 4,6.3
such as bookcases,shelving,pantry,Closets,trims,etc. edges and 10"o.c.in the field shall be In accordance with the length requirements spediied
In table 3.15a-b.
8).Wind load requirements shall be taken Into account during construction.
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Table V Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193)
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate y
1).The General Contractor and Mason to review plans,elevatiolength adjustment factors In table 3.
ns,details end notes to 16. Number of Number of � •
determine intended Nights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Joint Description Common Nails Box Nails Nail Spacing Q Q1
2).All footings to rest on undisturbed(virgin)sail.Assumed bearing SOOOpsf Allowable srdewall lengths provided in table 3.14 shag be permitted to be increased when ROOF NAILING
iaterfor shearwalls are used.Sheathing and connections shall be in accordance with t>s
3).Provide 112"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. Rafter to Top Plate(Too-nailed] 3-8d 3-8d per rafter •
concrete or masorvy walls occuring In exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Celli ng Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist ,�,� 0
Header and/or girder connections shall be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap
4).Any new concrete walls being attached to existing conaete structure shall with bible 3.6.Window sill plates shall be have steel connectors In accordance with table 4J
be Installed with#4 re-bar,18"longat 12"o.c..Use approved epoxy for Installation. 3.6. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 41 •-
5}.Unless otherwise noted,all stabs on grade to be 2500 p.s.i..Concrete to be Collar Te to Rafter(Toe-flailed) 2-10d 2 A Dd per tie M
9).CATHEDRAL CEILING ASSEMBLY: time
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a struftral beam,the rafters shall either be notched and Blocking to Rafter(Toe nailed} 2-$d 2-10d each end
to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors stag be attached to each rafier-to-ridge Rim Board tD Rafter(End Nailed 2-16d 3-16d each end y
6).Crawl spaces to be provided with a minimum 18'x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be WALL FRAMING
8x16 cast iron foundation vent for every 160 sq.it.of area, attached with the above requirements.
DECK AND COVERED PORCH NOTES: Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot �-
7).Dampproof exterior of foundation with biturnloous coating as per section R406 of Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over I} Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c.
the below grade portion of exterlorwalls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel.
_. 1 Header to Header(Face-nailed) 16d 16d 16"o.c.along edges -
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts.
Girders on ate piers shalt be anchored with proper steel connectors anchored
FRAMING NOTES To or Bottom Plate to Stud E } f "�0.,, '
into concrete with a minimum 1/2 die x 7"long anchor bolt with washers and nuts. P (End Nailed 3-16d 2-40d er std
1).API banning techniques and methods as prescriptive design of 2020 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. = M
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shag
be 3 ft below grade.Concrete piers to be used with all porches/decks with roots or pergulas.
2).unless otherwise noted,all framing and structural wood material to be#2+BTR, Bottom Plate to Floor Joist,Band Joist, End 2-16d 1,2) 2-16d 1,2) per foot
Douglas Fir. 4).Deck io.c.
. FLOOR
to have blocking at 8'0 o. . joist or Blocking(Fac&-Nail ed}
--.� FLOOR FRAMING C
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3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.e.unless noted 5).A mlrtrrnum of 10 inch flashing shalt be Installed between the building and(edger,
otherwise. Ledger to be fastened to building with IX die.bolts with washers and nuts Joist to Sill,Top Plate or Girder(Tot;-nalled) 4-8d 4-10d per joist
4).Unless otherwise noted,alt bearing wall headerstobe(2)2x10#2+BTR.Doug.Fir. where needed. Bridging to Joist(Toe-flailed) 2-8d 2-10d each end -
Bearing well headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shag be a minimum 6"above grade. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end t
openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block w
openings.Bearing wall window snits shall also have(2)window sill plates for 2x4 wag 7)•All Joists to be supported with hangers and anchors.Each Joist shag also be anchored
openings between 4'1 and 6'0 and 2x6 wall epenings between 5'11 and 8'9.Pmvlde fire to gldegs} Ledger Strip to Beam(Face-nailed) 3-16d 4-16d - each joist
ocdd
and blng where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist -
8}.Covered Roofs shag manner be assembled and anchored the same manr as a typical building. Band Joist to Joist End-nailed 3-16d 4-16d r ist
5).All flush bean,s/teaders to�Installed with heavy duty galvinlzed hangars and PLUMBING NG NOTES ( � (T ) ( ) ( ) � �
_ anchors where applicable to all connecting joists Band Joist to Sill or T Plate(Toe-nalled 2-16d 1 3-164 1 r foot
6).Double up flax joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential ROOF SHEATHING
Floors to have ceramic tale installed shall be verified for proper bad capacity unless noted Construction Code.
on plans. Structural Panels(See Notes 4,5 and 6)
2).Verify septic system with the Engineer for Suffolk County Health Department approval. I Interior Zone 8d 10d 6"edge/12"field
7).Provide bloddng/bridging in floor joists at 80 o,c..Use solid blocking In floor joists Perimeter Edge Zone 8d 10d 6'r edge/6"field
under all bearing walls. 3).ff wall studs,plates or joists are cut out during Installation for any plumbing related work, g 8d 10d 6"edge/6"field
provide adequate bracing and plain to protect and secure the structure.Verify with the Gable End Rake with up to 1'Rake Overhang
8).Provide insulation battles at eave vents between rafters.Install draft bbcldng as state code and manufacture's recommendation for maximum hole size and spacing permitted.
needed. HVAC SYSTEM NOTES CEILING SHEATHING
9).Unless otherwise noted,all roofs and walls to have a minimum 1Z thick,4-ply Fir Gypsum Wallboard 5d foolery 5d coolers 7"edge/10"field
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1}.Mechanical subcontractor is responsible for adhearing to all applicable codes and safety
requirements. WALL SHEATH ING
10).Unless otherwise meted use 314"thick T&G PTS Fir or Advardech plywood aubfloor 2}•HVAC subcontractor is to fully 000rdlrate all system data and requirements with the Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/17 field
adhered with PL400 adhesive and screwed to floorjoists.Finished furor to be Installed equipment supplier.
over subf oor as per manufacture's instructions.
11).All bathroom walls to have 1/Y thick moisture-resistant sheetrodL Garage wells and 3).HVAC subcontractor to provide final system layout drawing and submit It to the General 5d coolers 5d coolers 7"edge/10"field
ceilings and over furnace to have 518"thick type-x sheetrocc.Ail other parts of building Contractor and owner for final review and approval. Gypsum Wallboard
to have regular 1/2"sheetrocIL All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING
12).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or 1)•Ali electrical to be installed as per N.Y.S.Residential Construction Code. Structural Panels
approved equal.Flat roofs sural be applied with a Fiberglas base sheet with an EPDM 1'or less 8d 10d 6"edge 112"field
torch down type material over. 2).Al electrical work shall be approved by a qualified Underwriter.
13).All sig plates and wood in contact with concrete to be pressure treated.Sill plates to 3).instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317 (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall BL,LDPN�r�Et�r.-
be Installed with a foam sill gasket and rip-r-tex termite shield or approved equal, of N.Y.S.Residential Construction code. be used where wall sheathing nailing is reduced- For example,If wag sheathing is nailed 3 inches ori-center at the panel edge TOWN OF SoUTHOi_c�
to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall
be used to maintain bad path.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used.
(3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<OA9. b
Ground Snow 'end Seismic WeatheringFrost Line Termite Decay Winter Ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot >'
Load Speed Depth Design Underlaymerrt perimeter zone attachment requirements shall be used. of
Temp. Required (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter!muss framing members with G>0.49.For '
Moderate a framing members with<0.42<G<0.49,the nails cin shall be reduced to 6 inches o.c.
25 psf 140 mph B Severe 36 in. Slight to 15 F Yes g g
to HeavyModerate (6)For wind speeds greater than 130 mph,blocking is required which transfers shear bad to two additional rafters(3 rafters in
(7)For exterior parcel siding,galvanized box nails shall be permitted to be substituted for common nails.
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CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST.NNT CONSTRUCTION CONNECTORS co
CONNECTION LOCAAON: PART NUM ER: NOTES:
RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH- PAIR OF RAFTERS
RAFTER—TO—WALL RT b
20 APPLY TO EACH RAFTER. c
NOTCHED RAFTER RAFTER—TO—PLATE RTI 5
APPLYTH_ EACH RAFTER 'c
_SP CONNE TOR
RAFTER PLATE—TO—WA _STUD SPTH4 APPLY TO ARCH W S o�
RIDGE •— -
RIDGE 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WAI,l D V
- HEADER—TO—JACK. STUD LSTA12 APPLY TO EACH JACKSTUD •
CRIPPLE STUD—TO—HEADER RT3 O
ADR RT7 APPLY TO � H CRIPPLE • lUD
SHEAR WALL HOLDDOwR ANCHOR SS APPLY TO A A
1ST. FLOOR—UNDER—S:LL PLATE MSTA36 OR RS16—
R WRAP UNDER DOUBLE .SIU. PLANE t„
:. TO RAFTER STRAPI Pty USE KITH 3" Aff M§UERS)i
OR APPROVED UES td�TAL .
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FOUM MMVMCTt1RSI MRSEEDIWALLATM 1RUC�11��,3 TO ACHMS MAS UP<i�Tk+OdmD CeIPIICRY. •
RSR PROVIDE 112"SPACINGTHE
ND STUD
AN THEE2 CTTHER STUDS ANO T C
RSR FOR AIlOVV11V�3 COl+NECT CORNER STUD t�T t�►.
HOLDDOWN INSTALLATION
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