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Home My WebLink About50469-Z GENERAL Co'ONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES -7 -� In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE SS� 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD E 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. II1CheS Uninhabitable attics without storage 10 NUMBER AND TYP /( DESCRIPTION SPACING AND U � � OF FASTENER LOCATION �. Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without shower head Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 v� 4-8d BOX 2 1/2")OR Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL C:Additions,Alterations & Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 2. Written Dimensions take precedence over scaled dimensions 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-i/2")OR N Floor drain 2 3-Sd COMMON EACH JOIST,TOE NAIL Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR O 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL U dimensions,existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One Or more Compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR L U 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory -1/4 Rooms other than sleeping rooms 40 10 WI All systems are to be designed, installed, &specified b the general contractors; HVAC, 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND y P Y 9 floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 a-1od Box 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Stairs 40 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 TOE NAIL 3-10d COMMON of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 3-16d BOX OR UJ 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL be the responsibility of the:general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING W disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION CU < TABLE R401.4.1 subscript b:Where the building official determines that in-place soils (3. COMMON v `� p 9 P 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT led BOX Z J the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162") 16"O.C. FACE NAIL W basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON Q 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. (3-1lz"x o.1sz") UJ an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Floors L/360 5-8d BOX 2 1/2"X0.113" P 9 Y P P P WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD ( - ) TOE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING-GARAGE SEPARATION All other structural memebers L/240 OR4-8d COMMON V� ) W 2 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 1 1 1 - R404.1.3 SEPARATION MATERIAL Exterior walls with stucco finish H/360 p.2 Reinforcement for Foundation Walls 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1 L.L� 12") FACE NAIL ON EACH SIDE OF END n/ U 1u�_ Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH ZEQUIVALENT TO THE GARAGE SIDE EACH SIDE of END JOINT) reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes LM40 .. shall be provided in accordance with Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE To JOIST,RIM JOIST,BAND JOIST led COMMON (3-1/2")OR 16"D.C. FACE NAIL Q R404.1.2(6), R404.1.2(7)or R404.1.2(8). Vertical reinforcement for flat basement walls BOARD L=span length,H=span height OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL w retaining 4 feet(1219 mm)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Z ry J1 in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL O R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Building section R602 s shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-15d BOX END NAIL t� 1 O the requirements of ASTM A 615,A 706 or A 996. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF 2-16d COMMON � v .10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT U Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d BOX 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE TO EACH STUD AND PLATE 2-ed COMMON FACE NAIL O CO O Location of Reinforcement:The center of reinforcement in foundation walls shall be 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT IN r ) ^ located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING r' V Vertical reinforcement(if requried per table R404.1.2(8)in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS to provide a maximum cover of 1-1/4 inches from the inside face. 4-sd Box P 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 is"O.C. 5 8 10 13 R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with )2 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL Based on Table R404.1.2(1)- (includes basement entrances and window wells) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d Box y Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST z-1od Box .`s wall and One#4 bar near mid-height of wall. 23 2-8d COMMON EACH END 0 9 copper roofing nails, minimum 12 gage shank with aminimum- o o ti En Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing -6 �,'� 2 0 p g g Fastener Panel Span Panel Span Panel Span 7: 12 1s"O.C. 3 4 5 6 4-16d BOX „ rn d) v B o a wall and One#4 bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL 2.__ w E r N N o t5 w Type Less than or less than or less than or T o,0 WE 'S C °, 0 but not less than 4 per strip or 2 per individual shingle- R905.2.6.Attachment equal to 4 feet equal 9: 12 is"O.C. 3 4 4 5 0= E.s t- o CU-6 a 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All q q al to 6 feet equal to 8 feet 3-16d COMMON "' s Z z a, 0 U , - - , 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL v- O m a a m S 5 . Framing lumber shall be DOUG-Fir Larch#2 or better,E = 1,600,000 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-10d BOX i; 0� 0 -Z o Min. Flo for dimensional lumber= 850 psi. = o - o `o o P wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw 4-1od BOX E o `o a 0 N;° Y Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better, 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST PER JOIST a„ _ °, Y P Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON =cu 2 N >Z = cL o Including but no limited to: Deck Framing, Posts, Headers, Girders &Ledgers. &attics shall have a flame spread index:5 25 2 inch embedment on center on center on Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS N•O 3 L C'C: 3 3 len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM o a `o a on r 8. ALL EXTERIOR LUMBER,Shall be ACQ requiring the following: g STAGGERED ON OPPOSITE SIDES o u X u, m v, w q 9 g: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: �; a,Cn a - r19"•�' a.) All Fasteners shall be!Hot Dipped Galvanized-ASTM A 153 class D wall and ceilingfinishes having a smoke-developed index 5 450 4-16d Box M t y o .3 o E or stainless steel. g p No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL a c o o c, Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies HEEL JOINT FACTOR 3-16d COMMON o o o o E b. Use Copper flashing Only against ACQ Lumber Sill Plates < based anchor with 16 inches 12 inches 9 inches H C / H r o o , °7 ._ � PP 9 Y 9 &attics shall have a smoke-developed index_450 tested with ASTM E 84 or UL 723 2-1od BOX(W) OR t'�•-.1Z s= E �' o a c. All Structural connectors i.e. Simpson strong-Tie or USP,etc 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL N ` M _ Cn ) p g 1 / 3 1.5 2-8d COMMON(2-112P') �? z'c� Q w c y c Um a shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght t o = a t� a o o 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 1 / 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, U o = C E a L' o a installed in accordance with the manufacturers latest installation details, 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Framingconnectors,Allowable Hole diagrams, specifications, etc. Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING g a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 "Micro-Lam" Design Stress: E= 1.9, Flo=2,600 psi, Fv=285 psi ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS DESCRIPTION OF NUMBER AND TYP z "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING Q "Anthonyower Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi A permanent certificate indicating the solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES y g p P SUPPORTS GABLE END WALL FRAMING this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 pi f c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND sd COMMON(SUBFLOOR,WALL) U) 0- 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, "- 8d COMMON ) " 30 3/8 1/2 (ROOF) 6 SEE NOTE A 6" C The main electrical panel shall have reserved space for a dual Ole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than ( L1.1 ,._ each sleeping rooms in basement, habitable attics, and every sleeping room p p p 2-1/2 inches from the edge of concret block or concrete. shall have at least ONE operable emergency escape opening as follows: for future solar electric installation and labeled"for future solar electric". RAFTER ROOF EXPOSURE C 31 " 8d COMMON 6" SEE NOTE A 6" J z Z _J > O SPACING SPAN 19/32"- 1 Sill height of not more than 44 inches above finished floor. d.Where screws are attached to masonry or masonry/stucco,they shall be attached (FEET) ULTIMATE WIND SPEED ..I z Q ' A. Minimum net clear opening of 5.7 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. Q < 'Co-(D Except grade floor openings shall have a minimum net clear 130 140 32 1-1/8 -1-1/4 10d COMMON NAILS 6" 12" LJJ 0 opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = W V W P g q 1/2"STRUCTURAL CELLULOSIC B. Minimum net clear opening height shall be 24 inches. It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. <5:12 z 5:12 <5:12 z 5:12 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" (,� W I- =+=+ in detail the design, calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 33 Z CD C. Minimum net clear opening width shall be 2W. 9 g U) ILL and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 d D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems (new,existing or upgraded) 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL LU g Y P P stamped by a professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING 7 7" (� J 0 from the inside of the room without use of keys or tools. ANSIIDASMA 115. Areas within hurricane prone regions: WHERE Basement contain more than one or more sleeping rooms, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall cpen directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 EXCEPTION: 16"O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have I-+- 6„ A.DIAMETER -�I TO RESIST WIND PRESSURES TABLE R602.3 (3) a net Clear opening of not less than 5 square feet. Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 M N cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING O CD 11. STAIR HANDRAIL: R311.i'.8 Provide Handrail on at least one side of each Label all panels and store in a clean dry area of the house. 6 469 438 538 547 STRUCTURALEL STUD N N continu16"D.C.O C. PAN CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL Handrail Heius un of ht mtreads easuredrabove with tread RMORhaIIRnoEbe less than y RS. �/7 "" " " " Attachments shall be provided in accordance with the table as follows: SPACING EDGES FIELD N O7 Cn g flightnosing, I , II , III", IV, OR V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS CD CD W 34 inches and not more than 38inches. All Handrails shall be continuous J 16"O.C. 48 599 559 745 697 6d COMMON NAIL N W F_ the full length of the stair from a point direct) above the to riser of a flight 1.50 INCH 24/0 7/16"OR 1/2' 16" O.C. 6" 12" Z 9 P Y P 9 .v„/ REFLECTIVE RED (2.5"X 0113") N � COW Z to a point directly above the lowest riser of the flight. Handrails adjacent to PANTONE#187 a wall shall have a space of not be less than 1-112 inches between the wall A 8d COMMON NAIL } V- (A and the handrail.see code:for exceptions. Refer to Code for grip size specifications. (2.5"X 0131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" Q 6 Q DESIGN CRITERIA TABLE 507.9.1.3(1) < fw tLi 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" REFLECTIVEF DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 0 J above the floor or grade below shall have a railing not less than 36 inches WHITE FIELD Wind Speed: 30 m W Q JOIST SPAN 0 in height. Railings shall have Top rails and Balusters and Bottom rails that are No of stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS LL- NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings farmed DETAIL <6' 6'1"TO 8' 8'1"To 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS n TO WOOD FRAMING by the riser,tread and bottom rail of the guard rail at the open side of a stairway _ .r•-" 7/16 min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS scREws are permitted to be of such a size that a 6 inch sphere cannot pass through. " °� �" _ .._ Roof itch: per Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15" Panel, Attached to p p p 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS &1/2"MAX.SHEATHING Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGNATION FOR STRUCTURAL Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 16" grade below shall have guards not less than 34 inches in height measured COMPONENTS THAT ARE OF 1/2" 1/2"DIA.THRU BOLT ►`-+ vertical) from the nosing of the treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29' CEILING EITHER DIRECTION 16"O.C. 7" 12" Y STROKE &1/2"MAX. SHEATHING 5/8 WALL 6d COOLER NAILS � of the residential code bldg aspect ratio: 3:1 EITHER DIRECTION 16"O.C. 7" 12" "F" FLOOR FRAMING INCLUDING 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) r M� opening is located LESS than 24 inches above the finished floor and GREATER GARAGE CEILING 16"O.C. 6" 6" EQUIVAILANT DRYWALL SCREWS. than 72 inches above the finished grade or other surface below on the exterior "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/8 BENEATH FPERPENDICULAR SCREWS SHALL COMPLY WITH g H of the building,the window must be provided with a window opening control device &112"MAX.SHEATHING 13" 11" 101, HABITABLE ROOMS IRC SECTION R702.3.5.1 "FR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end waill framing shall be spaced 6"o.c. that compiles with R312.2.2 Window Opening Control Devices. UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for ,� N accordance with R302.11 thru R302.11.2 and Draftstopping shall be TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. installed per R302.12 thru R302.12,1 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Fireblocking materials R302.11.1 shall be as follows: �y V Applicant shall provide engineered wood placard 1. Two-inch nominal lumber W 2. gypsum board on or adjacent to electrical meter box for field inspection. 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance PLYWOOD STORM PANEL with the 10 foot horizontal fireblocking in walls constructed using parallel Residential structures with Truss type construction, rows of studs or staggered studs. Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL a� 4. cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/or any addition, alteration ~ M v Refer to General Notes for Panel o a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 U 7Z! bq UL 263,for the specific applications � .. shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection ® W OF FOUNDATION MATERIALS ct CLASS OF MATERIAL LOAD-BEARING PRESSURE IFJ J H! )` CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 1 Crystalline bedrock 12,000 psf � Sedimentary and foliated rock 4,000 psf G'r Sandy gravel and/or gravel GW and GP 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Sand, silt sand, clayey sand, silt ravel and clayey ravel o WIND WINTER ICE SHIELD AIR MEAN y Y Y Y g Y Y g GROUND SPECIAL SEISMIC _ (SW, SP, SM, SC, GM and GC) 2,000 psf SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL n 1 SNOW WIND DESIGN WEATHERING LINE TERMITE `� 2 2 2u2_ Clay,sandy clay, silty clay, clayey silt, silt and sandy silt LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP 1�- (CL, ML, MH and CH) 1,500 psf ZONES 1 C19 0 OQ' 20 LBS 130 P NO NO NO B SEVERE 3'-01, MODERATE 11 YES NO 1500 or less 52.1 t�l"f�� a.When soil tests are required by Section R401.4, TO HEAVY :. .� the allowable bearing capacities of the soil shall be part of the recommendations. M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.INYj The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. are likely to be present at the site, the allowable bearing capacity shall be P. Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B BUILDING DEPARTMENT STAMPS determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS L ° _ _ ° o Side Elevation V TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED •O7 ° o fasten king stud to header with - - - OR END JOIST RIM LENGTH RIM 6 OC ALONG KING ° ° ° ° ° Min.3shallloccur at top of w Header ° ° ° ° 6 16d sinker nails • ', ' METI OD WSP EXTERIOR SHEATHING CONTINUOUS R FULL HEIGHT BLOCKING CONTINUOUS R ADDITIONAL FRAMING FULL HEIGHT BLOC . - - - n.- - - -��• PER TABLE R602.3 3) FASTENERS 6" OR END JOIST MEMBER DIRECTLYABOVE @ ACED WALL PANEL ° ° ° fasten top plate to header with - CONTINUOUS ALONG LEN ° °° 6 -gJ`p ° Q two rows of 16d sinker nails 3"o.c. OF BRACED WALL PANEL BRACED WALL PANEL BR Header shall be Top plate continuity is @ N fastened to the required per R602.3.2 N ,I ICI ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING ° g Braced wall line •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) I VARIES BY FASTENERS kin stud with ° co S 2-16d NAILS EACH SIDE 6-16d sinker nails continuously sheated `�� O •I I I I I 1, Y ° Minimum 40001b header-to-jack-stud (,) .I II 1.1 METHOD CS WSP: with 112"wood a 0 Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening •I I•I AS PER TABLE R602.3(3) a� f0 ;° pattern as shown and 3 in.o.c.in all framing studs and sills structural panels ° ° z P 9( ) ° opposite side of sheathing •I I I EXTERIOR SHEATHING ATTACHED Sd 6"O.C.ALONG 8d @ 6"O.C.ALONG - ° rn WITH 8d COMMON NAILS @ TOE NAIL 3- K NAILS = Minimum 40001b header-to ack-stud strap ° ° •I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG s o on both side of opening opposite side of Panel splice edges shall occur over •1 AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL Z ° sheathing • ° r ° ° ° and be nailed to common blocking I• IN FIELD BRACED WALL PANEL O1 '-'_s a -"b Min.Double 2x4 framing covered with minimum - o a-- within the middle 24"of the portal- BRACED WALL PANEL x a� ° ° o_o o.o ° 9 - BRACED WALL PANEL BRACED WALL PANEL L . 1/2"thick wood strucral panel sheathing -- ' leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL i• P 9 x i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge, _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d 16"OC ALONG ° i° if needed ICI @ 3-16d @ 16"OC ALONG i (studs,blocking,and sills)typical (D I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH I° ° UJ W I'I I'I @ BLOCKING MEMEBER I 2'to 18' finished width Min Double 2x4 or ° WITH TABLE R702.3.5 OR BRACED WALL PANEL ( ) ( ) BRACED WALL PANEL ie Min, length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural W Z I. TABLE R602.3 1 FOR EXTERIOR WALL J' SHEATHING i per Table R602.10.5 panel sheathing H. �; CONTINUOUS RIM OR I Min double 2 x post 'I • I'I •� CONTINUOUS RIM OR Q END JOIST i° No.of jack studs per ° J I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ! Min, 2 2x4 t of ( ) YP• Table R602.7(1&2) •I I•I I•i OVER AND BE FASTENED TO COMMON STUDS. o of Min.(2)1/2"Diameter anchors UJ I I,I I I l HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE - ° - in per section R403.1.6 Q � � I•I WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer 04 /n'� W �— ,I INTERIOR'` 1, AND BE FASTENED TO 1-1/2"THICK ,I SPACING I.1 I•I FULL HEIGHT BLOCKING COMMON BLOCKING CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING I I I I I I� MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING vJ .I I•I I1 1. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG UJ •I I•I I•I I. BRACED WALL PANEL Z 1• 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ,I I•I ICI I, •I I•I I•I I• EDGE SPACING -6" FIGURE 13602.10.80) FIGURE R602.10.%2) Attach Sheathing to W BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing °,° ,,° nail sole plate z i,• _ •�•,__ _,� BRACED WALL PANEL CONNECTION WHEN 8D common nials °I, o;a to joist per Band or Rim joistwi °° to joist per O PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an °I° Sub-Floor nailing sched. 8D common nials °I° g 'A\!' °i° Wallin sched. FRAMING Bottom - --- B tt o.c.Top and °L°._8._.S_..°-.l° Rim Joist � o FRAMING ° ' ' ° ° Rim Joist Bottom ° ° ° ° R im Joist ° ° FASTENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ° ° ° ° nchor Bolts andQBRACED WALL PANEL AS PERTABLE R602.3.(3) 2 perpans � ^ 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 O N O U � c ) CEILING OR /FLOOR JOIST / DIRECTION Simpson 1-1/4" galy. x 20 gage ENDWALL—► ENDWALL H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A FLOOR AND CEILING JOISTS rV between 9-1/4"to 15-1/4" nails in each end at each rafter. y o at each Rafter. With Typical Metal provide blocking @ E.- % DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter o o A Strapping „ „ PROVIDE@STRUCTURAL RIDGES �_ ° E y JOISTS-SEE PLANS - braced wall panels A at Openings C�1 (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field O U o Each Rafter on Each side w°' w °., o w Horizontally attached (5) 8d x 1-112 nails in Stud Nail spacing Nailing-See Nailing o; �, o T BLOCKING shall I have Solid Blocking g_ood sheathing of Ridge to have a - ° o ° ` TYPICAL @all Plywood Joints Schedule Dw 1 o e c c w Simpson LSU skewable hanger = y m w .= o 0 R 2T BAYS ON j aY� a SIMPSON H2A °•- ° y v0 so Y BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil d5 A0 5 _ ° Fu•�•_-3 o a �rin.a 3 L `n rafters attached to top (5) 8d x 1-1/2" nails in Rafter — A"" o o o °a Strap with (5)-8d common nails o o „ a = a N w plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate — ° - SECTION A-A ,, in each end. catch jack studs ° _ _ - along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks r s = ns N; 3° E ComRefer plans ns p Less than °'° �' ° o%a +' _ °7 ai'�c 07 panel. and window or door Header. _ ° o w ° _ END WALL BLOCKING DETAIL for locations N Typical each side and ALL Gable End Wall tv'u�y � �� E � uti ° ,a windows and doors. 0� a EM CD C d) o N FOR FLOOR AND CEILING BRACING if required r Or Equal o r y RIM JOIST BLOCKING BETWEEN RAFTERS (a BRACED WALL PANELS t0 12 8 tn M 6- � co E a=o a NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. NTS RAFTER TO RIDGE STRAP R802.3 NTS rn IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS v J AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z 7 '^ PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD (l) 4 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED ' J WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 9 TO THE RAFTERS WITH 4-8D NAILS O THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED, EACH END Q 2X P.T.LEDGER; MUST BE ONE SIZE � I.t. W GREATER THAN DECK JOIST AND TREATED WOOD O I••— 0 CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC SIMPSON BSC _ (n EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA• HOT-DIPPED TOP OF RIM JOIST WITH PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I I OMPO .VI RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING CUT ALL THRESHOLD CAREFUL I I TOP AND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. FLASHED&CAULKED AND COLUMN COVERAND POST TO HEADER CONNECTOR POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I I PREVENT WATER INT COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH the inside face of the band joist. EXTERIOR OR ATTACHED PER I I FOR CODE SIMPSON ABU POST SIMPSON ABU POST 12" Min BEARING WALL GALV. DECK HANGER MANUR SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET 4"TREATED POST 0 CONCRETE BRACKET SIMPSON LUS26 @ 2X6 I I SIDE COVER 2"MINIMUM OR SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS 6"TREATED POST •0' CM C\' LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER SIMPSON LUS28 @ 2X10 �_ N N THAN 50% AS PER MANUFACTURES OR SIMPSON SO STRUCTURAL R SIMPSON SD STRUCTURAL CLEAR SPECIFICATIONS. CONNECTOR SCREW CONNECTOR SCREW CV O) aj Q (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE GRADE N r- PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE - 2 X JOISTS 1 O 112"DIA.GALV BOLTS W/ S O W WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH ADHESIVE ANCHORS:HIGH-STRENGTH N W H METAL TIE FASTENED ACROSS AND "'= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR ---___EPDXY ADHESIVE FOR Z m 0 TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SO#9 x 1-1/2"SCREWS O USE WITH THREADED ROD USE WITH THREADED ROD Use 1-1/4" Metal W Z NOTCH WITH 8-10D NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL ANCHORS;SIMPSON i ALLOWABLE LOAD PER TIE:840 LBS . � � 1.L � NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage Q 3�� --SAND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS " 14"DIA.CAST-IN-PLACE 12" Min (5) 8d common nails Q Lu 14 DIA.CAST-IN-PLACE CONCRETE FOOTING,DOWN 6 i TOP PLATES \ OR R507.6.2 SIMPSON H2.5 AT CONCRETE FOOTING,DOWN TO VIRGIN SOIL o in EACH END at IY J PIPE BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL FOOTINGS MUST (MIN 36"BELOW GRADE) m > < BEAR ON BEAR ON EACH Stud. U-1 SIMPSON DTT2Z WI(8)1/4"x 1-1/2"SIDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) PER R507.3 FOR DECK FOOTINGS W U SIMPSON BC UNDISTURBED UNDISTURBED 8d 6 oc Along ILL U) ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH ° POST GIRDER SOIL PER R507.3 FOR DECK FOOTINGS SOIL 24"x 24"x 12" FOOTING TO VIRGIN SOIL Braced Wall Panel MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" MIN 36"BELOW GRADE)JOIST CONNECTOR PENTRATION OF EACH END OF DECK: ( FIGURE R602.10.8(1) FIGURE IR602.6.1 LLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING Cr TOP PLATE FRAMING TO To ITOPSCREWA.LAG CENTER OF LDATE,S1TUD CONNECTION (CD PORCHES & DECKS NTS P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP 4 ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON INSTALLED CONNECTION (a� PORCHES & DECKS 1..,� 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK GIRDER & RAILING DETAIL 13 WI HSIIMPSON S E IF CATIONS AND DRAWINGS. 1 4' WITH SIMPSON SPECIFICATIONS AND DRAWINGS. J SIMPSON ABU INSTALLED IN ACCORDANCE 1 C NTS WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap � STAGGERED with (5)-8d common nails with (5)-8d common nails C1 SEE TABLE 507.2 N N 2 ROWSFASTENERS at each stud at each stud pi TOP PLATES TOP PLATES Strap may be attached OVER Strap may be attached OVER � the plywood OR directly to v� Q @OQ O 5.5"MIN FOR 2X8' studs. the plywood OR directly to OUTER THIRD M'O' 5"MAX 6.5"MIN FOR 2X10 Stuck. OF SPAN ONLY r O STUD BORED HOLE MAX. STUD O O O 7.5"MIN FOR 2X12 BORED HOLE MAX. DIAMETER 60% O O O 04 rap strap under sill DIAMETER 40% (PERCENT)OF STUD - _ and attach to sill plates �, • �, � (PERCENT)OF o DEPTH o P 3-16d @ 16" ocAlong STUD DEPTH I I „`,°; .� OQ 5/8"MIN. 5/8"MIN. 5/8"M N /8"MIN. 2" IN LAG SCREW OR THRU-BOLT 1 " = Braced Wall Panel 114 JOIST U 3/4"MIN DEPTH, MAX, 1/6 JOIST TO EDGE 1"0 EDGE TO EDGE TO EDGE LEDGER BOARD L - _ ° `0` , " FIGURE R602.10.8(1) "MIN. _ NOTCH MUST NOT 1=II-III ° ° CV � NOTCH MUST NOT EXCEED40°/ 0 "I=III • r- 1/3 JOIST DEPTH,MAX. © M CC EXCEED 25 /o ° (PERCENT)OF o (PERCENT)OF o a1 � DEPTH,MAX. ~t•Q!�' STUD DEPTH I ° ° �G ' - C STUD DEPTH O BOREDHOLESSHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD R, • • • s s��F�� IF HOLEISBETWEEN NOT BE LOCATED IN STRAPPING .", .: Solid sawn joist and rafter =, 40%(PERCEN'r)AND PER FIGURE R507.9.1.3 (1) —, 4' BORED HOLES SHALL THE SAME CROSS Wra strap under sill ' 60%(PERCENT)OF � � NOT BE LOCATED IN SECTION OF THE CUT _ p p THE SAME CROSS STUD DEPTH THEN OR NOTCH IN STUD " Applies to Garage Wall and I , ' n otc i n q a n o ri n q I i m its. ( � sruD MUST DOUBLE DISTANCE CAN BE REDUCED TO 4.5' =III=11. and attach to sill plates ` �Ir IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I;III IIII .` p NTS ,`�, SECTION H I THE CUT No MORE THAN Two SPACING IS REDUCED TO THAT OF F / b10 O OR NOTCH IN STUD SUCCESSIVE STUDS �g ARE DOUBLED -Ill�` ,',• • AND SO BORE) LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR ?� y WASHERS NOT PERMITTED) RAFTER FACE TYPICAL �`* F NC�,. FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 16 BORED HOLE LIMITATIONS FOR EXTERIOR NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR 1 7 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceiling joists of second floor � Sheet Metal Firestop Full Thick Insulation p MANUFACTURED LIGHT ENCLOSURE way for access thin profile structural glued together see Ian w/ ceiling line Exterior Y E P ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to 0 sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation darns behind tub _ Tub attic hatch - R-val support Non-combustible sealant OF SEALANT subfloor 4-r Base late prevent loose-fill co blocking insulation from 0 u - Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to'"-' � Air Seal � exterior insulation requiremen access opening Sealant or „ OR GASKETED TO RIM Continuous Beeat 1/4 structural sheathin floor Gasket 1 falling through Q wall adhesive g JOISTIRIM CLOSURE / access c of Sealant or as enclosure liner sealed SEALANT Sealant solid blocking N adhesive _ at perimeter and seams. SILL PLATE INSTALLED „ rigidO Sealant Pre-Fab Fireplace 1 min Ri id sealed around on Weatherstripping OVER GASKER SILL g pp g Seal stairs U Adhesive--, Casing.�� EXPANDING FOAM SEALANT p Insulation. Air Panel 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT frame a Refer to manufacturers SEALANT four edges `Pull-down gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk � Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING (J EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL W ATTIC HATCH DETAIL TO BAND JOISTS �� This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products _ U It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, v Refer to Manufacturer for installation manual. R-50 Insulation P.50 Avis sr.afr Covor Z W � ENERGY NOTES Eave baffle installed . '`4 "" 0 W V)0) 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall :. x g p g Y be sealed b an approved third art HERS Rater using the adjacent to soffit and eave G: w ��nn W 2020 Energy Conservation Construction Code of New York State. Y PP party( ) g - vJ Table R402.4.1.1-Air barrier and insulation installation. Manual "J" Manual, "S" & "D"submitted at CO. vents. Baffle shall extend over The authority having jurisdiction shall be permitted to determine an the top of the attic insulation "" W energy efficiency program to exceed the energy efficiency required by this code. r , 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) „ " „ „ „ „ AIR BARRIER AND INSULATION INSTALLATION manual J Manual S & D submitted at CO. W 0 efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see ' OR HERS RATER requirements in the building envelope. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Const. Dwgs O Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. : N U continuous air barrier. Buildingenvelope (prescriptive)per table N1102.1.2 insulation & Fen. b Component. SEALANT P (P P )P Yj 11. (R403.3.5) Building Cavities (Mandatory) 0 Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 9 sections N1102.2 through N1102.2.13 See Const. Dwgs O CO 0 Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N 1103.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory) (V installation density of the insulation shall be at the manufacturers'product p g p Heated water circulations stems shall be in accordance with Section N 1103.5.1.1. e �^ 5. Installation -the components of the building thermal envelope shall be installed in Y r vJ recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Automatic controls,temperature sensors and pumps shall be accessible. ► Manual controls shall be readily accessible. maintain an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 µ the cavity due to services,blocking,bracing or other obstrucrion through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE exists,the Batt product be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of ,n p g p Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE _ E.N cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an PP shall be laced to fill an surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system °.2 o.� p y test results shall be signed b the a conducting the test. is not operating. „ m t 2 � o a 2 L manufacturers'specified density. Where faced batt is used,the g Y p g ..- - r �, N� o tcv:in 0 installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _,.r ,,_ o 2 m� " o 2 N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy r _ = z a) 0 U 2 = no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN e... a 0_ o 1 a 2 � = o = 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements _ o stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH { r _ _ o N �_� o combustion air. Factory built fireplaces shall be listed and labeled P g 9 ,' o.9 y Y Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT Y ; aY o powered b an electronically commutated motor. as backdam ! ! °r ° 3 L _ E � 3 o 3 shall be installed filling the entire cavity and within the manufacturers p Y Y TYP. ROOF CONST. C " _ �- °' " °' density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be '"`' (I! a N s y provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) j y = - y o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceilin /soffit shall be aligned with the Roof underlayment ° € pp pp g the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION o o ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg - -..p , o = w = �, V rll shall be max 70 F heating and 78 F Cooling. g AS PER DRAWINGS insulation and any gaps in the air barrier Manual J or other approved heatingand cooling calculation methodologies. w " `�N a sealed. g g OR HERS RATER ``~- 2 z'= L N New or replacement heating f0 ¢ W = °7 = °' ° 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum P g and cooling equipment shall have an efficiency + „ = a = �, 0 ` of R-8 3"or greater in diameter, and R-6 ducts less than 3"in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ {' ! 8 C0 a- C6 E a. o Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at @ 9 @ Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. Soffit see �' -,,,_..,SEALANT wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. 9 9 P Y pP Const. Dwgs �"�. ' ,/�r • _ ' ' �� shall be scaled. party using the Manual "J", Manual "S" &"D"submitted at CO. 15. N 1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Tr r n Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall :,u .. ra .,c, : ,,,, V r I � j P j completely g n' g Y 9 Ylamps. Z late shall be sealed. The unction of the by com letel filling the cavity with a material having a thermal contain only high-efficacy �I top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall _I J sealed. Knee walls shall be sealed. Exterior tlncnual envelope insulation for framed walls shall be See Const. Dwgs 2) _ installed in substantial contact and continuous alignment with the air W Q barrier. Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the TABLE M1505.4.3(2) topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all LOCAL EXHAUST RATES TABLE M1505.4, INTERMITTENT WHOLE-HOUSE MECHANICAL ' RATE FACTORSa• b APPROVED WINDOW N N perimeter floor framing members. DEVICE G LIMITING N N RUN-TIME PERCENTAGE IN EACH 4-HOUR Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be AREA TO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33% 50% 66% 75% 100% N Oj 0 � shall be covered with a Class 1,black permanently attached to the crawlspace walls. C)C14 W F- vapor retarder with overlapping joints KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS taped. Factory 4 3 2 1.5 1.3 1.0 rl D W Z }_ tL to Shafts,penetrations Duct shafts,utility penetrations,and flue BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM WINDOW p Q shafts opening to exterior or a. For system run time values between those given,the factors are permitted to be LQ W unconditioned space shall be sealed. determined by interpolation. 24" to W INTERMITTENT OR 20 CFM CONTINUOUS APPROVED WINDOW -t (36"IN IBC UNITS) 4"SPHERE CANNOT FALL PREVENTION PASS THROUGH W W C) b. Extrapolation beyond the table is prohibited. DEVICE CONFORM TO W � U)Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities shall be filled by TABLE M 1505.4.3(1) R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the FINISHED GRADE CONTINUOUS AIRFLOW RATE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED REQUIREMENTS FLOOR AND GREATER THAN 72"ABOVE THE FINISHED r h Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. NUMBER OF BEDROOMS EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r h COMPLY AS FOLLOWS: v� Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal F"'1 envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW FLOOR AREA 0 - 1 2 - 3 - 5 - 7 > 7 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls.There shall be no voids or (square feet) WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Airflow in CFM 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. installation readily conforms to available space shall TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO } p FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 vy Shower/tub on Time air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate them from the showers and insulated. 1,501 - 3,000 45 60 75 90 105 Z tubs. N 1101.14 (R401.3) Certificate (Mandatory) C�j ElectricaUphone Tire airbarrier shall be installed behind electrical or 3,001 -- 4,500 60 75 90 105 120 P4 � > M box on exterior wall cormmmnication boxes or air scaled boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall U 'o ao 0 in the space where the furnace is located, a utility room or an approved location inside the building. ,� -��° o HVAboots register HVA,C register boots that penetrate building thermal 4,501 - 6,000 75 90 105 120 135 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit W�_CZ N boots envelope lope shall be sealed to the subfloor or drywall. p Y directory label, service disconnect label or other required labels. The certificate shall indicate the o `� M 4 Concealed When required to be sealed,concealed fire sprinklers shall 6,001 - 7,500 90 105 120 135 150 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components � � � � � � sprinklers only be sealed in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not such as 500 105 120 135 150 165 slabs, basement walls, crawl space walls and floors and ducts outside conditioned spaces; �E'4 O� C be used to fill voids between fire sprinkler cover plates and > 7 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. , j from an required ducts stem and building envelope air leakage testing performed on the building. c' y�� For SI: 1 square foot = 0.03Z9 n)2, 1 cubic foot per minute = 0A004719 I.i /s. Y q Y 9 p g g p g �� G1�A IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value , N coveringthe largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. coolingnd service water heating equipment. Where a as feed invented room heater, g9 , 3 electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ' indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," °ra0'o yO a as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, 03 electric furnaces and electric baseboard heaters. top of first floor TYPICAL CRAWL SPACE TYP EXT.WALL FLOOD VENTING z or Flood Venting- E (D 16.25 ROUGH OPENING m Louvres, screens, vents or other opening z in accordance with R322.2.2 & BASE o W covers shall allow the automatic flow of TYP.FLOOR CONST. z R322.2.21 of the 2020 Code. FLOOD floodwaters into and out of the enclosed area. MET a Flood-Resistant construction ELEVATION N LL In accordance with Section R322 Q O (2)2x6 P.T.SILL PLATE W/MIN. - CRAWL SPACE VENTING: TYPICAL ANCHOR BOLT -R403.1.6 CV N a x cN MAXIMUM SPACING: 1/2"@ 72"O.C. t- O b Plans Indicate 8" 4 16" EMBEDMENT OF 7"WITH NUT&WASHER. ^� "SMART VENT" Flood Vents. 2 BOBOLTLTS ER2"MAX AND PLATE AND HOLD)AT LEAST b U OFF co G GRADE Each Smart Vent certified to cV cV ENDS OF PLATES. ' (D FRONT VIEW cover 200 sq. ft of enclosed area. SHIELD&SILL SEALER TYP. _0 Hold vent maximum of 12 inches above '` � DUAL FUNCTION FLOOD AND VENTILATION VENT TYP.corvc.FouNDATIOPI .,. MODEL 1540-511 finished grade on vent side, See top of crawl space slab Flood Protection Detail this page. err,The vent door is latched closed until it comes in contact with flood water. Entering flood water lifts the ANCHOR BOLT DETAIL patented internal floats which unlatch and allow the door to rotate open. SMART VENT LEGEND FINAL SCALE: 1/2"= V-0" W This allows the flood water to automatically enter and exit through the frame opening, GRADE NOTE: top on finished grade relieving the pressure from the foundation walls.Certified flood debris clearance is demonstrated shall be EQUAL to the top W z with a 3"diameter opening when the flood door is activated. PRODUCT MODEL LOCATION of the crawl space slab C..) Q Ventilation DUAL-FUNCTION 1540-511 CRAWL SPACE ,J A bimetal coil automatically opens and closes the ventilation louvers as temperature changes. No electricity is required.The louvers will be fully closed at 35F and fully open at 75F. W In the event of a flood the internal floats lift to release the flood door to rotate open and FLOOD VENT DETAIL relieve the hydrostatic pressure regardless of the louvers'position,open or closed Q W TYP EXT.WALL NTS SILL PLATE W r- W }- 14'-0" P 714" 01 � r U Z w rY 12"SQ OR 14"ROUND Z Q 11'-4" 2'-$" 3'-0'+ 2 x 6 DECK JOISTS @ 16"cc DECK FOOTING PER TABLE e. W Q TYPICAL ANCHOR BOLT -R403.1.6 Z R507.3.1 FOR DECKS MAXIMUM SPACING: 1/2" 72"O.C. 2 2 x 8 P.T.GIRDER SEE DETAIL ON DWG-2DMENT OF @ ry DECK LATERAL HOLDOWNS 3,_0„ ol 2 Bo TS PER PLATE AIND HOLD AT LEAST SHER. a ------- ----'�~� `l` -------- --�� SIMPSON DTT2Z w/(8) ONE BOLT-12"MAXAND 3-1/2"MIN OFF h ' may_ ______________ _ "` V O OT `1 L' _ ,' L' 1/4"X 1-1/2"SDS ENDS OF PLATES. ..J.� 9+_0++ I 7+_4++ O 9+_�++ I WITHIN 24"OF EACH END •' .• U SEE DETAILS ON DWG-2 TYP.CONC.FOUNDATION _I-_____ZXR DECK LEDGER_ M _I_-______2X8_DECK LEf2CF_R_ I'1/ �- ---------------------------�-�-__----_--- - -_8X16FLOODVENT, SEE DET. ON DWG 2 --_----I----- 8X16FDNVENT� -- , SEEDET. ONDWG2 -___ _--__-_-_------_----$X16TT)nNEN"f-"""""""-""-�---""- """"----8X16FLOODVENT ---- w� LL C COW - _ - - - ANCHOR BOLT DETAIL Q N C..� Cn .� ao----------------- -M------ ------ ---------- ---------------------------------------------------------------------------------------------------------- ------------ ------------------------H ,:L o 1 -9/2 I ; �; + SCALE: 1/2"= V-0" IX, co ' U s Cry `f' ° CRAWL SPACE; 1973 SQ FT LL ' ° R408.4ACCESS t 2" CONCRETE SLAB ON I (0 ,______ E-0 6 MIL VAPOR BARRIER ON -' - ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ° o o, ++ ; o ; O ; ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM ° c m ` o 4 BASE COURSE OF CLEAN I Cl) OF 18 INCHES BY 24 INCHES.OPENINGS THROUGH A PERIMETER w•- w E s �, ° ° w. M ° C' GRADED GRAVEL OR SAND. - X rn + WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES, `o? E ' t o c M 22 > ' + ' p r- v + p WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW D c c a GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES coi a., rn w c•�r o CD O CD cv O , SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE a O 0 `o +� a `o 0 , -' 0 BELOW THE THRESHOLD OF THE ACCESS OPENING. S ° `0- u a - ° "Y ' O ' 'o�' oe n ' CD - cD ___, THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER m u, 2 c o m- = o c 3 „ „ „ u. „ „ 3 „ T Lt_ 3 „ 7--- - - ------ BILCO DOORti , , , $-8/z 8-$ $-8 _+ 8-8 $-8 7-1 / _' 7-1 / -6z8 A DOOR TO THE RESIDENCE.SEE SECTION M1305.1.4 FOR ACCESS a�u' ° 3 L E 3 0 a, (7 }p'i �' , 00 00 ; W; ACCESS INTO REQUIREMENTS WHERE MECHANICALEQUIPMENT IS LOCATED o U o° °c 0'. . ' r IN ; >; UNDER FLOORS. m y•c - v o w _ c N _ r o, CRAWL SPACE U1 a0 ____ �- TYPICAL INT.FOOTING/COL r- + I 1 O+ o a aL° ° o t _ _ _ _ + a0 N ' ' COD CAST-IN-PLACE CONCRETE cOD �� c v a? o c" o c E 2 t;. a� L U fn N fD U f6 E N O N (� ' �' f6 V, L�lC Q N C N C N O a� coEm mom �' OL �' FOOTING W/344 REBARS , X, a, ` `- EXTERIOR PATIO SLA - d EACH WAY&3"DIASTEEL =� �' c ° _ o = r c ° a 00 , + F- c� mmff F- mEn.Eon6"4000 PSI CAST-IN-PLACE LAB COLUMN H W/6X6 w1.4/w1.4 WELDED IRE MESH ' ' LO ON GRANULAR COMPACTEE FILL. ; ; , M PITCH SLAB AWAY TO DRAIN POST ABOVE __ Beam Pocket t ' + BLOCK SOLID - -- - ___ ___, YP) , cV 1st FL. METAL STRAPPING � REFER TO + , " +' " " steel shims as req d� ; M TOP OF FDN. DWG-2 FOR _ J_(3} 1.3/4 x 9:1/2_LUL ---------------------L-- -- TYP.--- --------�- �3) 1_3/4 x 9:1/2 _LVL -- ----------- --'-- -L- ' --------------- -®_ ------ ------ -® __---� -------- -o-- -------------- - --- ------- - ' -�-- ------__--____'-_ ' - - - -- - - + ---- -r- -�-- -r- -- -�- -r- --- -r- ___ -,_- --- -r- + YP) - -- , beam Pock Et t I DETAILS steel shims as req'd O O + + #4 DEBAR 12"FROM TOP - OO + I O , 4 DEBAR ' FIRE PROTECTION OF FLOORS PER R302.13 cD ' • ' ` _ ' �? = I 3#4 DEBARS CONT. T1 ; IS NOT REQUIRED IN A CRAWL SPACE NOT U (n U , U) + USED FOR STORAGE OR FUEL-FIRED APPLIANCES I D ' CV w i i AS PER R302.13 EXCEPTION#2 , U) �I _ 0 ; ; 0 I I co tt � I 0 00 3 + o o0 + - R302.13 Fire protection of floors. ' TYP. FDN REBAR SECTION POST ABOVE 0 , , N P ,. , a I , , N N _J , , Floor assemblies that are not required elsewhere in this code to ILL ~ Li- + ' SCALE: 1/4" = 1'-0" N ANCHOR INTO FDN O (D r- co ; be fire-resistance rated,shall be provided with a 1 I 0 bo x + 00 ; ; N T- T- W X , , (D '/,-inch gypsum wallboard membrane, v LL co - I , CD W - 00 6/a-inch wood structural panel membrane, ' _' ~ " ~ ' z; Z or equivalent on the underside of the floor framing member. v I -0`0 N, r ; rn �� r," Z Z W LL nl ' Penetrations or openings for ducts,vents,electrical outlets, v l 0, } lighting,devices,luminaires,wires,speakers,drainage, '�' ' I I_J' Q W Q w ; ; piping and similar openings or penetrations shall be permitted. �, P P 9P P O a + ++ _ POSTABOVE 3-6 ' �� _ W > , , , H , (O, CD p Exceptions: `- - BLOCK SOLID -------------------------------- ---- ------------- ------------- ------------ ' °°' ' m � Q 0 I (0 TYP. --- r ; co W 0 I I 2. Floor assemblies located directly over a crawl space not intended `- 1. 17 - - ; LL LL ; ; for storage or fuel-fired appliances. ' - - , , ------ ----------------------------------------------- ------ ------------- ----- ;-----8X16FLOODVENT ---------- ----- ECKLATERALHOLDOWNS $X16lJLbbb1TE'N1J--- ' N - ' - ; 0 I SIMPSON DTT2Z w/(8) cV _ _ o o Y _ 1/4"X 1-1/2"SIDS -_--___ I- -� W (D WITHIN 24"OF EACH END ._ __________________________________________ _______________..____ 2X8 DECK LEDGER I SEE DETAILS ON DWG-2 �- 3'"6„ TYPICAL ANCHOR BOLT -R403.1.6 SX16 FDN VENT 8X16 FLOOD VENT SEE DET. ON DWG 2 Q + MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH (2)ANCHOR BOLTS (D ►- I ~ NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ti IN EACH CS PORTAL X 0 ti ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. FRAME WALL ABOVE 2.2x8 treated deck girder N O SECTION SEE _ _ ____ 1. Walls 24 inches total length or shorter connecting offset braced wall DETAIL 3 ON PG 2 ; r ; ; I panels shall be anchored to the foundation with not fewer than one anchor bolt L - +—_ __- — - +---[" -�- - -- _�- �- - — _ - —_- located in the center third of the plate section and shall be attached to adjacent braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) N 3'-01+ -- ---- -----, a, 2. Connection of walls 12 inches total length or shorter connecting 3 t f- TYP.COVERED offset braced wall panels to the foundation without anchor bolts shall be permitted. r 1 � 22'-6" SEE DETAIL--14PORCH NG It m The 9 of Table R602.3(1). (Fastening Schedule wall shall be attached to adjacent braced a,panels at corners as shown in v O ON DWG-2 U ! z 31'-0'/2' 27-11 /z' " ~ > rn rn 59'-0" TYPICAL FOUNDATION 1 0 IN ACCORDANCE WITH CHAPTER 4 TABLE R404.1.2(8): IW o al M ct 8 CAST-IN-PLACE WALL WITH P4 DETERMINATION OF REQUIRED VENTS TO ALLEVIATE HYDROSTATIC PRESSURE FOUNDATION PLAN HORIZONTAL REBAR PER TABLE IN ACCORDANCE WITH ASCE 24 ( 2014) SECTION: 2.7.2.2 "ENGINEERED OPENING" ( c = .20) R404.1.2(1) - SEE DWG-1 NOTE #6. CRAWL SPACE MEASURED ON THE EXTERIOR OF THE ENCLOSURE WALLS = 1973 SQ FT. SCALE: 1 /4" = V-011 ON 24" 412E CAST-IN-PLACE CONT. WALL FOOTING, D ARCy�� A 2 2 x 6 ACQ SILL PLATES, FOOTING.NT. IN TES, COPPER TERMITE Ao = .033 (1/.20) (5) 1973 SF = 1628 SQ IN. AREA SCHEDULE 8 SHIELD, EXTERIOR DAMP-PROOFING, ALL . USE (13) 8" X 16" DUAL-FUNCTION SMART VENTS - 1540-511 FOUNDATION FOOTINGS TO EXTEND TO IN STAINLESS STEEL NAME AREA VIRGIN SOIL 13 x 128 SQ IN = 1664 SQ IN TOTAL > 1628 SQ IN REQ'D. BASEMENTAREA 1972.9sgft. .. Q tiu Q� ,, g0 + �y4 ' ,OF t�� CODE COMPLIANCE STATEMENTS: 1. The windows selected for this project shall meet R312.2 WINDOW FALL PROTECTION NOTE: the egress requirements of R310. TOP OF THE WINDOW SILL SHALL E 2. All windows shall meet Section R308 Glazing and BE A MINIMUM OF 24"ABOVE THE FINISHED o R308,4 Hazardous locations. FLOOR AND GREATER THAN 72"ABOVE THE 3. Windows were required shall meet the Window Fall FINISHED GRADE OR OTHER SURFACES protection requirement R312.2. BELOW ON THE EXTERIOR SIDE OF THE WINDOWS, EXTERIOR FRENCH & SLIDING DRS Cn 4. Bathroom windows shall meet the hazardous BUILDING. SHALL COMPLYAS FOLLOWS: Q Plans indicates ANDERSEN series 244 < Model Numbers and shall be In accordance with R609 'N glazing requirements as per R308.4 R312.2.2 WINDOW OPENING CONTROL DEVICES: 5. Stairs, landings, railings & guards shall comply WINDOW OPENING CONTROL DEVICE SHALL To be designed & installed as per manufacturers cc with R311 & R312 COMPLY WITH ASTM F 2000. THE OPENING [NY]915.3.3 Residential Buildings and Commercial Buildings specification for 140 ultimate design wind speed v 6. Outside lighting shall comply with RE 3803.3 DEVICE AFTER OPERATION TO RELEASE THE With an Attached Motor Vehicle Related Occupancy and Table 301.2(2), 301.2(3) DEVICE SHALL ALLOW THE WINDOW TO Provide HP LOW-E lass' U = .30 SHGC = .29 FULLY OPEN TO MEET THE CLEAR OPENING 7. Stairway illumination shall comply with R303.fi7 Carbon monoxide detection shall be installed in a central or otherwise approved g � v and R303.8 location in each occupiable space in a commercial building and within 10 feet of EGRESS: shall meet R 310 AS REQUIRE TO MEET EGRESS R310.2.1 the entrance to sleeping areas and sleeping units in residential buildings WINDOW FALL PROTECTION: shall meet R312.2 8. Fireblocking shall comply with R302.11 thru R302.11.2 and commercial buildings that: 9. Draftstopping shall conform to R302.12 thru R302.12.1 MINIMUM EGRESS SIZE: 244 DH 3049 1. Have a communicating opening with an attached motor vehicle related occupancy, Substitutions made upon meeting Code. 10. Flame spread and smoke-developed index for walls 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. See page one, general notes for additional and ceilings shall compy with R302.9 thru R302.9.4 11. Flame spread and smoke-developed index for code requirements. W W insulation shall compy with R302.10 thru R302.10.5 U Q 11. Recessed lighting fixtures rated for membrane penetration shall meet ASTM E119 Z J and Flre Stopping as per ASTM E814 or UL 1479 14'4' 12. Exterior Decks shall comply with R507. W 0 W � ---- - - - --------------- U) W r- ----------- W " WOOD LANDING �, ----------------- -- &STAIRS& -- - - - ---- -- �..! " RAILINGS AS Z - -------------- - PER CODE ----- - - „ .. �� '� " " Framer to verify centerline of window VA A 1 \ ' over sink with kitchen layout plan \ provided b Owner or builder. 4'-6" 4'-6" 4'-6" 4'-6" � � P Y J o N 96X80 SL GL M °7 � O O 96X80 SL GL 244DH3030 244DH3050 N 3 EGRESS N I _ U (2)1.34'x11-1/4"LVL (2)1-3/4"x11-1/4"LVL 12'-0" o Ln 2-2 x10 01 (2)1-3/4"x11-1/4"LVL LO 0 CO in MASONRY FIREPLACE: C� ZZ C V 8X8 P.T.WOOD POS r Masonry Fireplaces shall comply with - - - - - - - - - - - - - CY d U 2'-4" 2'4' - Chapter 10,sect R1001 WRAP IN 1"AZEK RAISED MASONRY PATIO "' Pry Y comply " KITCHEN �J _" N cv Mason Chimneys shall com I with o o o •.................................. Chapter 10,sect R1003 and Reinforced in 9'-0"CLG HT v .... vertically and horizontally per R1003.31 Ua (3)1-3/4"x11-7/8"LVL and R1003.3.2. w O t� Exterior Air Supply shall conform to R1006 Cl) U)w y Masonry const,shall comply with R606 w o~ _ E° in Chimneys and vents shall conform to Chapt 18 FAMILY ° < z g ° g ° MASONRY FIREPLACE: Provide flush non-combustable hearth, surround, Ir _,J o rn= ° c approved tight seal doors,FAI and ash dump. ROOM o w o " t E m ° o`o) Chimney clearances as per R103.18 'n\j �, v N rn`o U c � T ' ' Chimney Fireblockin as per R1003.19 9'0"CLG HT w x o� .s t o c o Cr 1 , o Y g P N ti xN ti c c Z o 0 0 o ur m COVERED ti N N r, o u CD 0 MECHANCIAL ROOM , .�c o ° o �' o MASONRY f° LC] U S] C C ` N '-' MASTER iv I IPATIO o c° o install as per Code chapter 12-22 E o•° o U- vi o t zo co mechanical contractor to verify c `�" y" >n = n- o Udv Y a�.w 2 c `8 M• Cr o c 3 Cl) size of room prior to installation of BEDROOM a�_ 3 3 2x10 RIDGE cn equipment and notify GC of Adjustments. 16 11'-0"CLG HT u n ° °c �(D _�� _ - Provide 5/8"fire rated wallboard on a,N ' - o-- J L" O interior of Mech.Room side and m •�•� CO �, y w11L $c CU O o' ¢ 5/8"fire rated wallboard on opposite O O L a� c o `o o 1 1° Z g = side.Provide a Non-combustable floor SEAL&INSULATE SEAL&INSULATE a ? o c o ? �` ATTIC ACCESS PER O ,n p,o � c c= 2 � o a r� W p c and Insulate walls common with heated SECT.1102.Z.4 O ATTIC ACCESS PER o t U F-- m a, ' ' N U� '' x areas. Provide air from outdoors thru SEE DET ON DWG-3 CO b SECT. 1102,2.4 (xl = ,°� ;'c ¢ c o ;" O X N ouvres according to Part V-Mechanical q iv SEE DET ON DWG-3 �`� o M t c o E m c a o °� L Z �Y ' O D 7 L c N N Chapter 12 of the NYS Code. POST POST M N M ~ " `° ~ `° E S. ° n M 2 2x10 2-12"LVL LVL (2)1-3/4"x 9 1/4"LVL LVL 2-2x10 v R302.5.1 OPENING PROTECTION. _ _ _ _ _ _ FLUSH-- r� INSULATED SOLID CORE STEEL 2-6 POST DOOR,20-MINUTE FIRE RATED, 7'-0" 4'-01, „' S1i" L�'� WEATHER STRIPPED Q L Z LVL LU 2�_p 7'0" 4'0" 6'-7'/," 3'2" 4'-0"W/SELF CLOSING DEVICE. <�` U3Y�' 3Yz" '/� 5/�(3)1-3/4"xi1-7/8"LVL �y�►.,' o O G �1== IQ! U W LKINCLOSET Nco MECHANICAL fan " 1 1 iv NVE T CLOTHES DRYER OPEN = X� `°' in i° ROOM � :e e ,e ,° c , NOTE; PATIO RAISED MORE THAN 30" Q IN CCORDANCE y ® $ �'$ TO ll _E M OFF FINISHED GRADE WILL VENTING OF EQUIPMENT X i I C APTER 15 OTHE iv �'-°=__'■ ABOVE U_ REQUIRE A RAILING ® D RS EXHA ST ___ I > 2 6 CLOSET P7 INSTALL IN COMPLIANCE `� _ __ J °O W/PART V MECHANICAL 2-8" 2'8" - I o '� o CO DINING in zo co - - - II ROOM k fan co N O CO o I. 9'-0"CLG HT N N I i o o co ( MASTER N _cr LLJ N U ROOM c M 1 C O ATH o W F- :� 2' iv -- ---- ll \/ 9'-0"CLG HT 'n Z O WOOD LANDING ti CO W Z c ---- P_--- c , U (n &STAIRS& i 4 m -oo, U 4.. 0" 13'-0" n RAILINGS AS ' _ °D Q 3/z" ¢ W W PER CODE � ~ PANTRY 3Y� o (2)1-3l4"x 9-1l2"LVL ' (2)1-3/4"x 9-1/2"LVL � � - I I I Q N I Of J N - m Lu W Q IFrZ1L ` 8'-5'/i' ~ 5'0" `c ? M.c _ 244DH3040-2 TEMP GL W Cl) 2 2x10 2 2x10 ILL 2-2x12 `D u N FURCH _U 244DH3050 244DH3050 POST refer to LVL QJ Z ►-p v • 11 _ 11 -_ pn II - --- - permacast 11 columns 11 � y a� 22'-6" P-� 10'-6" 14'-11'/z" 6'-6'/z' T-T � � 31 0/z 10 27'-11'/2" ®� ' t 4 ;-4 59'-0" AREA SCHEDULE 9'-1" PLATE HEIGHT WINDOW AND DOOR O Smoke Detector , � � B HEADERS:2-2X10 MINIMUM A Carbon Monoxide Detector 1 ST FLOOR PLAN UNLESS NOTED e NAME AREA 8 g co Refer to DWG-1 General Notes ' SCALE: 1 l4" - 1'-O" FIRE BLOCKING SHALL BE INSTALLED +� FIRST FLOORAREA 1984.7 sq ft. IN ACCORDANCE WITH R302.11 In accordance with Section 915 of the "_ I THRU R302.11.2 AND DRAFTSTOPPING i ' PER R302.12 THRU R302.12.1 2020 IFC, R314, R315 of the Residential code of NYS , -g Qy�,�y� ¢� p` VENTS: P3103.1 ROOF EXTENSION E 4"VTR OPEN VENT PIPES SHALL 0 ROOF JL 4"VTR �L EXTEND MINIMUM 6"ABOVE 2t THE ROOF OR 6"ABOVE THE cc ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: Q 2" WHERE THE 97.5%VALUE FOR .0 OUT-SIDE DESIGN TEMP IS 0 DEG F N OR LESS.VENT EXTENSION THROUGH N A ROOF OR WALL SHALL NOT BE LESS E THAN 3"IN DIAMETER. ANY INCREASE 0 311 IN SIZE OF THE VENT SHALL BE MADE U 1 1/2" 1 1/2" 1 1/2" NOT LESS THE 1 FOOT INSIDE THE 2" THERMAL ENVELOPE OF THE BUILDING. U 311 2 ND FL. 3' _fl,l 2" 3" 2 2„ 2„ „ W W '— (.) zz 311 z „ „ „ „ 2 I1 1/2 3 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2„ W J 0 WASHER DW Q —� 21-17 2„ 2„ - W 1 ST FL. W W I I ry 3„ 2„ 4" FAI 311 3„ 3„ O 3„ 311 � ` !^ 411 CO CO z W v J L.[_ U - CONNECT TO A NEW 0 O SUFFOLK COUNTY DEPT. N OF HEALTH APPROVED < Z SANITARY SYSTEM M PLUMBING RISER DIAGRAM 44-2 LL NOT TO SCALE O 00 O 14'-2'/s" 9'-10" 5'-10" ` , � 5'-2" 9'-1'/s' 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 y 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 0 244DH2O36 244DH3050 2 EGRESS 244DH3050-2 EGRESS 244DH2O36 TEMP GL o a f6 N r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N 01 d N ` O n.o 0 w p w O 12 C1r U o C G N '[I C E 2' d p p C CO J 6•-L O 2-2x8 2-2x10 2-2x10 � c .-z ' °� voi rn p o c m '�•n�ico� o `o �' mo `o fan 222 `o- i,Y � V U N fn 2 C o N- u n p C ? O Q N ® O Q ..'C.. C.� 3 L C C U G7 p p O L N.p w JIfan €oco co c � 0) � �a 2� gi" i6'-6" r) 14'-0'/z" 13' 10" @ m S c 2 a)-cm o ° Z° 3'/'" 3'/2 '5'/Z" Fes-(� U p_� c Q U 0 p C ';5 cn cn W cn [n W a? o p� o o W p p L— NE a w BATHROOM cn CO N z 1:3 Q� o 0 o t 0 fan o BEDROOM #2 BEDROOM #3 w o � -`r" o W o L ° �E-as m E p =` c 1 w — I— � u m � F- �aEa._ oa co� x J ® L O� 8'-0"CLG HT 8'-0"CLG HT - U o X c� N N 2'-O" -8 �' N oo X ❑ CONT.RIDGE VENT w O `" N O X O N N fan 2x12 RIDGE CONT.RIDGE VENT O 2 a o N SEAL&INSULATE o 1 , A SECTCCESS 4ER / \ O O 1 N SEE DIET ON DWG-3 I J I 1: HALL / 2'-0" iz I , O 000� I 2x12 RIDGE w I M w N , 5 9 --- - 6'6" LL N co ' N M - 13a'x22"R0 co d. 1 ih 0_ N I 4-0" 1 , N N N ,I min.>v(ic 2'-6" O7 DOWN `ace'6ss`.�; co Cc:) N z2'-8" , \ 2'-6" =------ N - O I X _- -- -- Guardrail I S . NO N po N W O pI WALK-IN ----- - - D ` o co Z CO CLOSET f0 -- --- -- _ - fD �� LLI Z c i 21'-10" �' 3'8" �jo cn �- LC cn cn Lo op 00 Z POST ------ I \ W (n J N (n c i � 8'PLATE HEIGHT `LO TYP -- /2"LVL FLUSH ' �g W r-61, \ a co U POST I X Ov LL U) 22x6 ----- -- 00 TYP a , BEDROOM #4 �` N NN INS BATT I --------- INSULATION I c 8'-0"CLG HT Unfinished 2nd Floor - N , Storage Only I ---- -- o RAFTERS 0 16"4 \� u I 2X6 C JSTS 16"OC ------ 4 cr ui I T- I 2-2x8 — _ _ _ _ _ _ _ _ _ ,� � 2X6 PLATE ON CLG JOIST I r2 2x8 I 244DH3050-2 EGRESS iv a r-. N 1 V' O 244FX5050 SCALE: 1/4" = 11-0" 1 V O 22'-1/z' 8'9" 13'3/2" O M 44'-2" kr) 2ND FLOOR PLAN �cao o�tc+� SCALE: 1/4" = 1'-0" Q A•. N �► AREA SCHEDULE $ NAME AREA sA� nrs�� pQ ' SECOND FLOOR AREA 1134.6 sq ft. E U co L fA Q O CONT.RIDGE VENT CONT RIDGE VENT N N (0 12 U 9� / 12 ASPHALT SHINGLES ASPHALT SHINGLES / , 9 FLASHING / i / GUTTERS&LEADERS MASONRY CONT RIDGE VENT AS REQUIRED CHIMNEY � i \ TYPICAL � \ TOP OF PLATE W ' i \ i W Z i i i 12 le W t� CONCEALED FLASHING � TYPICAL I Q I 1 1 METAL r TOP SUBFLOOR FLASHING � W TOP PLATE W ry 0� U Z zw _j -- --- --- - N p O EL; 11.0 N (J = MASONRY PATIO TOP OF RBFLQOR Lj I TOP OF FOUNDATION `o -"- -- --- of ry W FIN. EL'8.0 n n FIN. EL:8.0 coFIN. EL:8.0 (p� ^, �p/� INV— o b I i. I. I I I _ I I FIN. EL:8.0 I — -- _ AE6 --_ `� AE6 `~ I 1 1 1 1 1 1 1 1 I I —I---I-- -1-- -—-—-—-—-—-—-—-—-—-—-—-—-—---—-—------I- — -------- ------------------ -- ----------------------------------1- I ---------1 1 ------- I - I ------- -I- 1 •-----i-----------------�---- I I 1 I I I I I I I I I I I I I I I I I r'— — LL— — — — — — — — — — --- — _— — _ _ — — — — — — — '� — — — — — — — — ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L - 1 - - - BOT OF FOOTING '- L -'-'- 1 1 L L -' -' y c —� rr— ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — r c 0 m 2 E 0 .L� E i �° O L C p U C V fC6 T STAIR HANDRAIL NOTE: GUARD RAIL NOTE: _ z(16 U C Co ID RIGHT ELEVATION a r_ __ NOTE; c� °gym c`L � o ELEVATION DATUMS,AE ELVATION and REAR ELEVATION PROVIDE HANDRAIL ON AT LEAST ONE SIDE PORCHES,BALCONIES OR RAISED FLOOR � s ° - o `o R o OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT SURFACES LOCATED MORE THAN 30 INCHES �' °'� `o n ° u m "Y SURVEY COORDINATES WITH FOUR OR MORE RISERS. ABOVE THE FLOOR OR GRADE BELOW SHALL m y 2 c o 'm " `o c 3° SCALE: 3/16" - 1 -O" WERE TAKEN FROM }} _ }} HANDRAIL HEIGHT MEASURED ABOVE N-C g 3 c'c�3 0 SURVEY PREPARED BY: SCALE: 3/16 - 1 -O STAIR TREAD NOSING, SHALL NOT BE LESS THAN NAHEIGHTILRAIIL RAILINGS SHALL HAVE TOP RAILS AND o o ° ° n�� E MICHAEL WICKS SURVEYED 1/29/2022:REFER TO SURVEY 34 INCHES AND NOT MORE THAN 381NCHES. N m c•c w N N FOR ADDITIONAL INFORMATION BALUSTERS AND BOTTOM RAILS THAT ARE L �, �N•- � t c NO MORE THAN 4 INCHES APART. `6 u-E m N a'o =o E ALL HANDRAILS SHALL BE CONTINUOUS THE FULL u c° 0- LENGTH o .c° ° o `° OF THE STAIR FROM A POINT DIRECTLY EXCEPTIONS: Chimneys shall extend at least 2 feet higher ABOVE THE TOP RISER OF A FLIGHT TO A POINT THE TRAINGULAR OPENINGS FORMED r =.-Fn .N Co m E _ a) o N than any portion of a building within 10 feet, DIRECTLYABOVE THE LOWEST RISER OF THE FLIGHT. BY THE RISER,TREAD AND BOTTOM RAIL OF THE f6- c Q_ 0 o t N but shall not be less than 3 feet above the GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY t o � CC L � L c m o `" 4) highest point where the chimney passes HANDRAILS ADJACENT TO A WALL SHALL HAVE A ARE PREMITTED TO BE OF SUCH A SIZE THAT A ~ U cn f° Cr 1° E a o a through the roof(Chapter 10-Table R1001.1) Chimneys shall extend at least 2 feet higher SPACE OF NOT BE LESS THAN 1-1/2 INCHES 6 INCH SPHERE CANNOT PASS THROUGH. than any portion of a building within 10 feet, BETWEEN THE WALL AND THE HANDRAIL. but shall not be less than 3 feet above the SEE NYS CODE FOR EXCEPTIONS.REFER TO GUARDS ON THE OPEN SIDE OF STAIRS SHALL highest point where the chimney passes NYS CODE FOR GRIP SIZE SPECIFICATIONS. NOT HAVE OPENINGS THAT ALLOW PASSAGE OF through the roof(Chapter 10-Table R1001.1) A SPHERE 4-3/8"INCHES IN DIAMETER. Cement Wash w/ OPEN SIDES OF STAIRS WITH ATOTAL RISE OF CONT RIDGE VENT T.C.Flue ^-� MORE THAN 30 INCHES ABOVE THE FLOOR OR CONT. RIDGE VENT GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED / \ VERTICALLY FROM THE NOSING OF THE TREADS. 12 , / \ \ 12 \ \ 10�, / \ \� 10 - \ \ ASPHALT SHINGLES ASPHALT SHINGLES / \ \ \ co N / \ 12 — N N \ ONCEALED FLASHING N / \ CONT. RIDGE VENT 9 \ TYPICAL N � M / \ \ O V-- NIN TOP O PLATE \ N Z CO O MASONRY --- ------ ----- - ti CHIMNEY _ - MASONRY \ } LL co CHIMNEY 00 \ \ 12 Q Q METAL METAL D co LLI FLASHING o FLASHING 9 IY ..J °° \ \ W W U OD \ U_ lY (n TOP OF S BFLOOR TOP O PLATE — -—- — _ 4"AZEK BEADED - PORCH SOFFIT ON WRAP HDR IN AZEK ® FURRING STRIPS i 6x6 P.T.WOOD POST o 6x6 P.T.WOOD POST - o WRAP IN 1"AZEK o� WRAP IN 1"AZEK m FOR TOP OF S BFLOOR o, F- MASONRY PATIO -. _- .— — -—. ih v TOP OF FOUNDATION FIN. EL:8.0 IN, EL:Nn LJ FIN. EL:B. N F MASONRY PATIO EL:8.0 FR EBOARD J� 7 i i i i i i i i i , N N FIN. EL.8.0 ct I I --I---- ---I-I I---- U ------- --I-- -- -- -—-—-—---�- AE6— ---- -- ------- AE6 --- - - -------- — I I I I M '- - '- - - - - - - - - - - - - - - - - - - - - - -' - - - - 1- - L I - - - �- - J- - - - - -I- -I- - - - - - — - - - - - - '1 r - - ---------------- ---- ----- _ - 1 --- E — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — •- — — — — 1— — — — — 1- — 1 I L — — — l — - — — — — —'— —'— — — — — — — � — — — — — — J - � ` — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — — — —1 —y� � � -cs � 0C BOT OFF OTIN ice+ a n �j N .� ih fie/ r rY�M WATER LEVEL FRONT ELEVATION TPER SOIL EST DATED BORING 17/2022 Ck C _ , LEFT ELEVATION SCALE: 3/16„ — 1 -0 SCALE: 3/16" = 1 }-011 } E U L U) Q Continuous Ridge Vent N Continuous Ridge Vent R905.1.2 ICE BARRIERS; V g SELF-ADHERED POLYMER MODIFIED M R802.3.2 COLLAR TIES BITUMEN SHEET USED IN PLACE OF Ridge board 2.3.2 COLLAR TIES O SHALL BE NAILED with 4-1 Dd NORMAL UNDERLAYMENT AND SHALL BE NAILED with 4-10d U BOX NAILS IN ACCORDANCE Ridge board EXTEND FROM THE LOWEST EDGES OF BOX NAILS IN ACCORDANCE WITH FASTENING SCHEDULE ALL ROOF SURFACES TO A POINT NOT 12 WITH FASTENING SCHEDULE L LESS THAN 24 INCHES INSIDE THE U EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER 9 THAN 8/12,THE ICE BARRIER SHALL ALSO BE R402.2.3; EAVE BAFFLES TYPICAL ROOF CONSTRUCTION APPLIED NOT LESS THAN 36"MEASURED ALONG SHALL BE INSTALLED IN VENTED ATTICS, Class AAsphalt Roof Shingles wl THE ROOF SLOPE FROM THE EAVE EDGE OF THE A BAFFLE SHALL BE INSTALLED fasteners per manufacturer's specification ADJACENT TO SOFFIT AND EAVE VENTS 2x4 CT @ 48" OC 12 BUILDING 2x4 CT @ 48" OC 12 AND EXTEND OVER THE TOP OF THE Ice d&Water barrier as per section R905.1.2 ATTIC INSULATION p W g (Note: Double underlayment is required 12 RAFTER/CEILING JOIST HEEL 9 RAFTER/CEILING JOIST HEEL for Roof slopes between 2 on 12 and 4 on 12) W Z JOINT CONNECTION JOINT CONNECTION FramingAs per plans with 1/2"exterior grade U ATTIC. SHALL BE NAILED SHALLBE NAILED p p g Q 9 D TOGETHER IN ACCORDANCE ATTIC TOGETHER IN ACCORDANCE span rated structural plywood Sheathing, WITH TABLE R802.5.2 WITH TABLE R802.5.2 Nail to framing in accordance Fastener Z (SEE DWG-1 FOR TABLE) (SEE DWG-1 FOR TABLE) Schedules& Strapping per detail sheet(s). W �. WITH R TO S N D. EACH WITH SIMPSON H2AAT EACH Flashing per R905.2.8 0 W RAFTER TO STUD. RAFTER TO STUD. TOP OF PLATE Top of Plate_ — _ — _ - rE-T - - - - TYPICAL SOFFIT CONSTRUCTION. �I 12" overhangs-typical W r R-30C BATT R-30C BATT R-30C BATT 6" Wood fascia & 6"Wood rake boards. W INSULATION 2X8 LEDGER INSULATION INSULATION LAG SCREW TO Trim in aluminum or use"azek" or equal �,/ 1 R802.5.2.1 LAPPED JOIST STUDS @ 16"OC Metal drip edge per R905.2.8.5 ry U z LAPPED NOT LESS THAN 3°. SIMPSON SKEWED Fully Vented Vinyl Soffits h o SHALL BE NAILED 16d - Y Y BO COMMON NAILS IN ACCORDANCE HANGER @EACH o WITH TABLE R802.5.2 ON DWG-1 RAFTER Beroom #4 CLOS CLOS d B Bedroom #3 O — TYPICAL EXTERIOR WALL W 0 2x6 Rafters 16"oc 2 x 6 Doug-Fir Wood Studs @ 16"oc. Z ry \ CLOS 2x4 Ceiling Joists 16"oc 1D/2U exterior Plate and �Spagl Rated Plate. A ' �-+0- O Bedroom #2 DO ' V 7— Top of Subfloor �' � R TOP of UBFLOOR Continuous Structural OSB Sheathing. N ' 1 v To of Plate _ _ I 1i I --- ----_- — - - — Q _ _ _ — _ — _ — _ _. _ To OF PLATE tyvec House Wrap or equal. edule. - - - - Siding as per clients selection ry VINYL SOFFIT ON installed per manuf specs and code. O CO O FURRING STRIPS ENGINEERED Cont. load path strapping installed in accordance U N FLOOR 21 BATT with drawings. Provide Fire Blocking in accordance �— JOISTS INSULATION with R302.11 & R302.11.1 and Draftstopping per R302.12 & R302.12.1 q DINING - °' PANTRY ROOM KITCHEN TYPICAL FLOOR CONSTRUCTION HALL W/D 3/4 Plywood Span Rated Subfloor, FAMILY ROOM Glued and Nailed in o o N accordance with the fastener schedule. �, o.o R 3oC BATT R 3oC BAIT ENGINEERED Floor joists and Bridging as per Code. E°i E E r N y D`O ro. To of Subfloor r INSULATION INSULATION FLOOR TOP OF UBFLOOR m c 2 U cMt A .0 a � D,� o c n� c y o _ _ _ — _ — _ — _ _ _ _ _ TYPICAL FOUNDATION CONSTRUCTION JOISTS Wcaa0io D � o � � in accordance with chapter 4 U "m TO of Foundation il TOP FOUNDATION p ° ° - — - — - — - - - _ 3000 psi Air Entrained cast-in-place concrete ° o � y �, ° °Y _ _ q wall on cast-in-place Concrete Wall Footing per y 2 o a o •,, CRAWL SPACE � CRAWL SPACE M R403. refer to Foundation Plan for footing size & a~ o°o 0 o L .22 b TYP.CRAWL SLAB e j N thickness. 0 " a c a� 2� � rn TYP.CRAWL SLAB V, o, - -r c °� Damproofing per R406. -2 ' L C O_ N O 3 U FLOOD VENT ' 0 2-2x6 approved treated Sill Plates, c ° ff o ° cc:, E SEE DETAIL _ _ _ _ _ _ _ _ N AE 6 Sill Seal And Termite shield per L .)�° c == E o THIS PAGE Section R318.Anchor bolts per Foundation Plan z N C f0 ° °t,-, ��-. 2"CONCRETE SLAB ON BOT OF FOOTING and R403.1.6 aD r- n-E f6 m ° a� o E ° 4"BASE COURSE OF CLEAN — _ _ _ L o c c L c c w- �� P''• P°� GRADED GRAVEL OR SAND. f- ° m m F m E a._ o a 6 MIL VAPOR BARRIER. Bottom of INTERIOR WALL FINISH Footing to Provide 1/2" Gypsum Wall Board on ceilings be 36" below and walls except basement walls & clgs -unless noted. Min 1/2" Moisture Resistant Wall Board on Grade Minimum Ceiling and all walls in Bathrooms (humid areas) and 5/8' cement board on walls and ceilings in wet areas. Provide 5/8' Fire Rated gypsum wall Board on walls and ceiling located as per code, manufacturers SECTION E T I O N - A requirements and drawings. SCALE: 1 /4" = V-011 SCALE: 1 /4" = V-011 top of first floor co N N ND N z Flood Venting- N 0 a; o N o Louvres, screens, vents or other opening CD N w BASE o W COovers shall allow the automatic flow of z O R302.13 Fire protection of floors. FLOOD ' � ti z INSULATION SCHEDULE ELEVATION Floor assemblies that are not required elsewhere in this code to N U_ floodwaters into and out of the enclosed area. --, U_ to In accordance with Section R322 Q be fire-resistance rated, shall be provided with a shall comply with 2018 IECC. - _ — _ — _ _ — _ - Q o 1/2 -inch gypsum wallboard membrane, following insulation specifications n U) u.i %-inch wood structural panel membrane, as provided by Res Check w W U or equivalent on the underside of the floor framing member. FLAT CEILING INSULATION: *R-30c batt u- U) (batt insulation not to be compressed) iv X N X Penetrations or openings for ducts, vents, electrical outlets, VAULTED CEILING INSULATION: Vaulted: R-30c batt Q Q lighting, devices, luminaires, wires, speakers, drainage, (batt insulation not to be compressed) piping and similar openings or penetrations shall be permitted. ABOVE GRADE EXTERIOR WALL: R-21 (Picture frame air seal to meet blower door requirement) top of crawl space slab RIM JOIST INSULATION: R-30c batt Exceptions: WINDOWS/SKYLIGHTS: U: s 0.30, SHGC: s 0.30 - FOUNDATION WALLS: R-11 Draped on foundation walls 1. Floor assemblies located directly over a space protected by an ABOVE GRADE GARAGE WALL: R-15 batt in 2x4 wood studs FINAL NOTE: top on finished grade automatics sprinkler system in accordance with Section P2904, ATTIC STAIR COVER/ACCESS GRADE p Y HATCH: Cover: z R-13 foam board or equivalent shall be EQUAL t0 the top NFPA 13D, or other approved equivalent sprinkler system. of the crawl space slab � OTHER SPECIFICATIONS N 2. Floor assemblies located directly over a crawl space not intended INFILTRATION (BLOWER DOOR): 5 3 air changes per hour t for storage or fuel-fired appliances. DUCT LEAKAGE: s 4% leakage for ducts outside of thermal envelope r l LIGHTING: 100% high efficiency lighting (CFUs or LED's) FLOOD VENT DETAIL APPLIANCES:All appliances must be Energy Star certified � W 3. Portions of floor assemblies NTS shall be permitted to be unprotected where complying with the following: *If part or the entire attic will be decked over with plywood MC- 3.1. The aggregate area of the unprotected portions does not exceed the ceiling joists must be deep enough in order to fit the ? M �° 80 square feet per story batt insulation so that it is not compressed. If not then vas 3.2. Fireblocking in accordance with Section R302.11.1 is installed along Clg Jsts will have to be built up or upgraded to the next U o -fl the perimeter of the unprotected portion to separate the unprotected (� portion from the remainder of the floor assembly. R403.6 Mechanical ventilation shall be provided that meets the requirements of section M1507 4. Wood floor assemblies using dimension lumber or structural composite R403.7 Heating and cooling equipment shall be lumber equal to or greater than 2-inch by 10-inch nominal dimension, sized in accordance with ACCA manual J by a VRD` C or other approved floor assemblies demonstrating equivalent fire performance, certified third party rater. �o®�� Q lei �a o1sdi^ ��p�' 014 I. Or 14�� a CQIlTltllr:l!SLl'°HE-THEG�_ BRACED WALL PANEL / PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 1-D 2-1 2-2 2-3 2-A 2-13 E O TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS-WSP CS-PF CS-WSP GB CS-WSP CS-WSP CS WSP CS-WSP CS-WSP CS WSP j BRACING METHOD .0 j HOLD- / .� / ® BRACE WALL LINE SPACING(FT) 16 16 26.75 11 35.83 36.5 35.83 15.1 36.2 13 36.3 26.75 26.75 Mr - � CS-WSP CONTINUOUS SHEATHING `=''`- CE.'ICE EF:-CEO.':-.LL FLI EL LT WOOD STRUCTURAL PANEL END CONDITIONc 1 END CONDITION 2 1� _ Erlc OF ER=.iED =LL Ur1E DETAIL #1 ON DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 48" 27" 27" 27" 27" 48" 27" 24" 24" 24" 24" 24" Q N TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 8 17 11.7 5 15.3 8.3 31 3.77 16 3.5 16 6.3 6.3 N - �L,-L'•- =='•Tr•��-:�-E=TME= ® CS-P F CONTINUOUS SHEATHING PORTAL FRAME cc �� ! % / DETAIL#3,DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c U GB GYPSUM BOARD 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 V 2. ROOF EAVE TO RIDGE HEIGHT .97 .97 .97 .97 1 1 .97 1 •94 .94 .94 .94 .94 BRACED WALL NOTES: vcTJ°'• ' / `- E- REFER TO DETAILS ON DWG-2 3. WALL HEIGHT .95 .95 .95 1 1 1 .95 .95 .9 .9 g g g 1,STC==cr_ FOR HOLDOWNS,STRAPPING,BRACED e, er ea ce ;; LL ur•e WALL DIAGRAMS AND DWG-1 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 END CONDITION 3 END CONDITION 4 FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT REQUIREMENTS SECTIONS OF WALL WITH NO VERTICAL 5. ADDITIONAL HOLDOWNS UJ , t i OR HORIZONTAL OFFSETS. Return panel:24"for braced wa° lines �eat.i s ed•„�f�i 6. GYPSUM BOARD OMITTED / v:+cod structi,a' panels 32"for braced wa'±I ties s'ieat'hed w1th U 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH structural fberbca,d 7. GYPSUM BOARD FASTENING .7 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 •7 � J � / 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 W Distance D: 24"for braced wa!' lines s'ieathed wt!l 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE RESULT REQUIRED BRACED WALL LENGTH(FT) 11 15.9 15.6 7 22 12 28.9 5.2 17.6 3.8 17.6 5.3 5.3 wood structu,a' pane's SHALL BE OFFSET NOT MORE THAN 4 FEETQ T 32"for braced wa"I ties sheathed with 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 2.8 9.25 v� - _I_�T structure"f be beard THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. W - 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH PER PLAN BRACING LENGTH PROVIDED (FT) 19.66 17 15.7 8 24 16.58 29 24.5 24.5 10.7 24 19 10.9 W 7_ END CONDITION 5� Hold-down 800 Ibs capacity fastened to the edge of Vie END OF A BRACED WALL LINE device: braced v/a'! pane'closest to t'ia CCrner and 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL to the foundab.on or ficor f•am,ng be°cw PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y For Sh 1 inch=25.4 mm, 1 foot-305 mm,11b-4.45N R602.10.2.2 ry Z a.Linear interpolation shall be permitted FIGURE R602.10.7 b.The total adjustment factor is the product of all applicable adjustment factors. ^ END CONDITIONS FOR BRACED WALL LINES c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines Q WITH CONTINUOUS SHEATHING provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. UJ 44'-2" O O 1 r , -' 4'-0" m i 35'-10'/z" coI ,_1/z, „ 4-0 m I N Q U „ 1 m I 15 4-0 36'-211 m 4'-0" ry O 1 , O 00 N O I 1 I 1 I 4,_0„ 4'-31ra" I 4'-6 25/3211 „ 8'-33/" 3'-8'/" ! U r v) 8-9 5/32 CS-WSP CS-WSP CS-WSP CS WSP CS-WSP I CS-WSP I CS-WSP I CS-WSP a a U5 w � � N 1 co U 1 1 - - i �1 - -EnC0 -Ocr ��ca�2 a o � ° O �'C o Cc: C BWL2-A BWL1-1 n � - - - - - - - - - - - - - - - - - - - - - -I - WL1-1 c "o � ` - - - - - - - - � _ UEn- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V 0.9 a) 0 41) 2 m ao � Y°c� O � ° moo,°co U � � N O � oa E ` o U_ !2ca M ,,tn a. i! C 2t' Q Cl) C N C 00 1 o 1 t u° =im �.� H- mEnS:on 1 14? Oi , 00 I zo I 1 f'7 CP zo 1 ' 1 I - N M I <D D OF - -E I, -------- N I� - - I 1 BRACEWALL - - -- - #- - - - - - - - - - - - - - - - - - -- - - --------- - BWL1-2 - - - - - --F- - - - - - - - - -- - - - - - - - - - - --- - -- - - - - -r - - - - - - - - - ----- - I 1 1 N N 1 o I - , I -- --- I I CV N N N - -- 1 0 -- - z 1 1 I -I , , it o ' -- - I a o 0 1 M 1 ¢ W I SIMPSON HDU2 I of U) J ------ /z HOEDOWN Q d I , U I - ALLOWABLE W W - ------ _ __ LOAD:3000 LBS I Ll. UUj 1 1 1 o - - ' - - - - -- - - - - - - - � - - - - - BWL2-B- - -' BWL1-4 -MUdRQQM II -- - - - - - - - - - - BWL1_3- - - - - - - - - - - - - - - -- - - - - - - - - � 1 , ' 0 0 0 CS-WSP CS-WSP d- I CS-WSP CS-WSP CS-WSP 2-2x10 2-2x10 I 1 CS-WSP I CS-W P CS-WSP I CS-WSP CS-PF 1 ' I ( C DNTINUOUSLY SHEATHED RTAL FRAME.SEE DET 3 ' ON DWG-2 AND I ' ' 3'-4'/a" 4'-0" I FIGURE R602.10.6.4 I a 1'-10'/z" 1 U U tt 5'-6" '-11'/z' 3'-63/" 3'-33/" 3'-011 I 3'-2'/z' H A M I NI � I ct I 1 x � U J 1 J 1 I ml ml En I I CnIx 5'-011 1ST FLOOR WALL BRACING PLAN 1 \�� SD A � �� SCALE: 1/4 - 1 0, I ��9, �� /v 4'-0" 14'-7" �� I 4'-011 01 �rj R 2ND FLOOR WALL BRACING PLAN I 59'-0" SCALE: 114" = 1'-0" I m �,� 01 A0 �pQ� Or J