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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 LOAD LOAD Additional Code Compliance; equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10TYP 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. DESCRIPTION NUMBER AND R iSPACING AND Fuel gas code; Existing building code; Property maintenance code. Bathtub (with Or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION 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 Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON4-8d BOX EACH OR EACH RAFTER,TOE NAIL 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 (2-1/2")OR 3-8d COMMON EACH JOIST,TOE NAIL Floor drain 2 Guards and Handrails 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR 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 dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 4 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 RAFTER HEEL JOINT 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, - 50 5 COLLAR TIES 4-10d BOX (3") OR 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 Rooms other than sleeping rooms 40 10 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER All systems are to be designed, installed, &specified by the general contractors; HVAC, 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 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND P ( g Sleeping rooms 30 10 4-10d 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) 40 20 Electrical certificates are to be provided the electrical contractor. Stairs OF EACH RAFTER OR TRUSS LU 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR U 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 3-10d COMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 3-16d BOX OR 2 16d COMMON END NAIL More be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 than 12.3 to 25.8 3 ALL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 gpm up gpm ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 0 Q More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION _ 16d COMMON TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 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 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearingcapacity of less than 1,500 psf are like) to be resent 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 W p y p y p p p g 9 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 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 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162") 16"O.C. FACE NAIL basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/18D 10 BUILT-UP HEADER 16d COMMON 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. FloorsL/360 (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration,addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-10X0.113") TOE NAIL rn 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 All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 0 SEPARATION MATERIAL Exterior walls with stucco finish H1360 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 ~� L.f_ 0 the requirements of ASTM A 615,A 706 or A 996. 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 OR6d 2 6d BOx(3-1/2") FACE NAIL ON EACH SIDE. L END /•� q p p g EQUIVALENT TO THE GARAGE SIDE ( ) JOIST(MIN 24"LAP SPLICE LENGTH �/J Q -� z Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) r NOT LESS THAN 5/8"-INCH TYPE X GYPSUM BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL v required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE BOARD 14 OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL O R404.1.2(9). L=span length, H=span height } n/ r , _� 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 l^j� L� V� O Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 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 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL f located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 Q L NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 3-16d BOX Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A TOP OR BOTTOM PLATE To STUD END NAIL to provide a maximum cover of'1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 2-16d COMMON End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF W w O R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL co Z 3-10d BOX to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON Based on Table R404.1.2(1)- (includes basement entrances and window wells) 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 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL O O E - Less than 8 foot Wall Height: Ore#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON LO wall and One#4 bar near mid-height of wall. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT = C Greater than 8 foot Wall Height: One#4 bar within 12 finches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING 0 Op SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. 0 - 0) 0 NUMBER OF 16D COMMON NAILS 4-8d BOX 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All 26, Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16' O.C. 5 S 10 13 �21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL .n^1� N RIM ,BAND JOIST OR Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 4: 12 16"O.C. 4 6 8 10 22 P ATEO(ROOF F APPLICATIIONS ALSO)BLOCKING TO SILL OR TOP 18 0d BOX MON Min. Fb for dimensional lumber= 850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection s"O.C.TOE NAIL Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 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 23 BLOCKING TO JOIST y Includingbut no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. 2-1od Box 9, 9 copper roofing nails, minimum 12 gage shank with aminimum- z-sd COMMON EACH END -0 E 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 a°,3 o y 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 4-16d BOX o ` 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL rn m m rn� � a.� `m Type Less than or less than or less than or 3-16d COMMON w E t E m•m r a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. 9: 12 16"O.C. 3 4 4 5 �,o °o equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON .s � " �°" ', or stainless steel. 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL m `o u E u, m b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 12: 12 16"O.C, 3 3 4 4 4-10d BOX o ,z, a o �, E a) cc 2 Cr 0 c.) All Structural connectors i.e. Simpson strong-Tie or USP,etc wall and ceiling finishes shall have a flame spread index<-200 No 8 Wood screw 2, o$� � - N o shall be Hot-Dipped Galvanized or Stainless Steell. Insulation material,vapor retarders within roof,floor,wall, ceilingassemblies based anchor with 16 inches 10 inches $inches 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST o- --0 o o u- o on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-1sd COMMON a 0 Y 0 a? a �, m Y Pp &attics shall have a flame spread index<-25 2 inch embedment on center on center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS a D 2 cc o 'm 1-' c rz ° 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM n c.° 3 s 2'c�3 0 � STAGGERED ON OPPOSITE SIDES 0 o "o o E r m a L installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: ° u a� E a a Framing connectors,Allowable Hole diagrams, specifications, etc. - wall and ceiling finishes having a smoke-developed index 5 450 No 10 Wood screw 4-16d BOX � �' c c" � � `o w 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL _ � m.-•- E r yew - o E Micro-Lam Design Stress: E- 1.9, Fb =2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof,floor,wall, ceilingassemblies HEEL JOINT FACTOR 3-1sd COMMON r a N o 3 "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C / H r E o o Y o o S = "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOLT 2-10d BOX(3") OR =' 0 o m n �' E °' c len ht EACH END, TOENAIL t"•- : E :.E= E E" o 28. SWIMMING POOLS. Shall conform to Section R326 g 1 / 3 1.5 2-8d COMMON(2-1/2P') P `.Z E Z `r -0 10. R310.2 EMERGENCY ESCAPE:AND RESCUE: Required in BASEMENTS, 1 /4 1.33 WOD STRUCTURAL PANELS SUBFLOOR a a fl•0= _ ° 0 °r N U- each sleeping rooms in basement, habitable attics, and every sleeping room 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 u cn co a F- m E a.s`o a shall have at least ONE operable emergency escape opening as follows: Solar ready roof tone area of not less than 300 sq.ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 PARTICLE BOARD WALL SHEATHING TO FRAMING Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet, b.Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION OF NUMBER AND TYP z BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 0 Except grade floor openings shall have a minimum net clear 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 (n TABLE 802.11 SUPPORTS GABLE END WALL FRAMING opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. LJ•J i.- c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND „- 6d COMMON(SUBFLOOR,WALL) U) Z3 a. B. Minimum net clear opening height shall be 24 inches. 30 3/8 1/2 8d COMMON(ROOF) 6" SEE NOTE A 6" V C. Minimum net clear opening width shall be 20", P pace for a dual ole circuit breaker not less than r inches into the building frame. Fasteners shall be located not less than (J"-I 0 UJ The main electrical ane! shall have reserved s p 2-1/2 inches from the edge of concret block or concrete. D. emergency escape and rescue openings shall be operational for future solar electric Installation and labeled"for future solar electric". g RAFTER ROOF EXPOSURE C -J g y P P SPACING SPAN 31 19/32".111 8d COMMON 6" SEE NOTE A 6" � Z z _J > O from the inside of the room without use of keys or tools. d.Where screws are attached to masonry or masonry/stucco,they shall be attached FEET ULTIMATE WIND SPEED � .__I Z Q WHERE Basement contain more:than one or more sleeping rooms, 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. ( ) .45 an emergency escape opening shall be provided for ENCH sleeping room. 32 1-1/8' -1-1/4 10d COMMON NAILS 6 12' < 0 I- 130 140 M Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = � 0 W E 1/2"STRUCTURAL CELLULOSIC 1.1/2"GALV.ROOFING NAIL 3 6 LU IO _�_• 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 V (- EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 33 U) z LL and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 n d a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) 214 201 263 247 34 518"STRUCTURAL CELLULOSIC 1.3/4"GALV.ROOFING NAIL 7�� 7.. W 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 v J ANSI/DASMA 115. Areas within hurricane prone regions: 11. STAIR HANDRAIL: R311.7.8 Prcvide Handrail on at least one side of each (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 1-1/2"GALV.ROOFING NAIL 7" 7„ CL CL continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 1 35 Handrail Height measured above stair tread nosing,shall not be less than (2). In areas where the miles per hour or greater.e ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 5/8" GYPSUM SHEATHING 1-314"GALV.ROOFING NAIL 7" 7" 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight •s- 6" DIAMETER -► A. EXCEPTION: is"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to I ( Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of not be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail.see code for exceptions. Refer to Code for grip size specifications. cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN WOOD " 16"O.C. 36 469 438 538 547 WALL NAIL SPACING CONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. ,rr � ' ��IAttachments shall be provided in accordance with the table as follow_=: NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 "1", / II", II", "IV", OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD N D above the floor or grade below shall have a railing not less than 36 inches in height. Railings shall have Top rails and Balusters and Bottom rails that are 16"O.C. 48 599 559 745 691 sd COMMON NAIL REFLECTIVE RED 1.50 INCH 2410 7/16"OR 1/2" 16" O.C. 6" 12" cV NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed PANTONE#187 (2.5^x olt3") O by the riser,tread and bottom rail of the guard rail at the open side of a stairway a Z are permitted to be of such a size that a 6 inch sphere cannot pass through. 8d COMMON NAIL W to (2.5"X 0131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" Open sides of stairs with a total rise of more than 30 inches above the floor or ;, j , DESIGN CRITERIA TABLE 507.9.1.3(1) m uJ W grade below shall have guards not less than 34 inches in height measured ; DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 vertically from the nosing of the treads. REFLECTIVE J Winds speed: 140 GYPSUM BOARD FRAMING SPACING OF FASTENERS rJ > Q WHITE FIELD p JOIST SPAN W W () 13. WINDOW FALL PROTECTION: Were the top of the s11 of an operable window -- NO Of stories: 2 CONNECTION GYPSUM BOARD APPLICATION SIZE OF NAILS � � � ' DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS ORIENTATION TO MEMBERS " Mean Roof Ht: 30 ft TO WOOD FRAMING opening Is located LESS than 24 inches above the finished floor and GREATER ;- 7/16 min. structural plywood FRAMING SPACING NAILS scREws g Roof itch: per Ian 30" 23" 18" 15" than 72 inches above the finished rade or other surface below on the exterior ' of the building,the window mus'(be provided with a window opening control device Panel Attached to p p p 1/2"DIA.LAG SCREW DESIGNATION FOR STRUCTURAL CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS that compiles with R312.2.2 Window Opening Control Devices. COMPONENTS THAT ARE OF 1/2" Frame in accordance Bldg Length per plan &1/2 MAX. SHEATHING 1/2„ WALL EITHER DIRECTION 161,O.C. $" 16" Bldg WI 1/2"DIA.THRU BOLT 14. FIREBLOCKING AND DRAFTS-POPPING: Fireblocking shall be installed in TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 g dth Per plan STROKE & 112"MAX. SHEATHING 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5/8 WALL " 12" 6d COOLER NAILS � accordance with R302.11 thru F;302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 EITHER DIRECTION 1s11 O.C.ocEQUIVALANTDRYVN GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 5/8„ GARAGEUIVA SECDRYW LL NAILS S. installed per R302.12 thru R302.12.1 1s O.C.oC6 6 6' "TO 18' TYPE"X' AT 1-7/9"LONG 6d COATEDALL SCREWS. "R" ROOF FRAMING 1/2"DIA.LAG SCREW PERPENDICULAR Fireblocking materials R302.11.1 shall be as follows: COMPLY WITH &1/2"MAX• SHEATHING 13' 11 10 HABITABLE ROOMS R702.3.5.1 1. Two-inch nominal lumber "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 wall framing shall be spaced 6"o.c. 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX. SHEATHING 24" 21" 19" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance 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 �T.� „ cV with the 10 foot horizontal fireblocking in walls constructed using parallel LEDGERS SHALL BE FLASHED minimum 48-Inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing, - rows of studs or staggered :studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) � UL 263,for the specific applications �, ~ Applicant shall provide engineered wood placard on or adjacent to electrical meter box for field inspection. ^ v Z v TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL OF FOUNDATION MATERIALS Residential structures with Truss type construction, I-� ct O Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL �l CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration M v � M O Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel � Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. ,�/ Q Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspectionOzI W Sand, silty sand, clayey sand, silty gravel and clayeygravel C�/) (SW, SP, SM, SC, GM and GC) 2,000 psf F_ N Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) `g��gRS v (CL, ML, MH and CH) 1,500 psf � O a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. ° SPEC►AL WIND SEISMIC WINTER ICE SHIELD AIR MEAN GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL ;! SNOW MP( H) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf R LOAD REGION DEPTH CATAGORY are likely to be present at the site, the allowable bearing capacity shall be ZONE D G� determined by a soils investigation. M MODERATE '� afa 30 C 20 LBS 140 NO NO NO B SEVERE 3-0 TO HEAVY 11 YES NO I i 1500 or less 52.1 FEB 1 3 222 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. ��`r'P1�Y' 9 0. N The round snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2 6 for sites at elevations u to 1,000 feet. BUILDING DEPT. [ Y] g 9 9 9• 9 ( ) P TOWN OF SOUTHOLD 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. BUILDING DEPARTMENT STAMPS TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Outside Elevation Extent of header(two braced wall segments) CON RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ____ Extent of header(one braced wall segment) • . _ _ _ . _ _ _ _ _ __ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH •�- - — - r'•- — —'-i '- — -•� PER TABLE R602.3(3)-FASTENERS 6" OR END JOIST MEMBER ALL P LYABOVE @ACD ALONG ,I ISI ISI 1, ON EDGE, 12"FIELD, INTERIOR SHEATHING OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL . I•I PER TABLE R602.3(1)OR R602.3(2) •I I•I I' VARIES BY FASTENERS ° Side Elevation 2-16d NAILS EACH SIDE ° = fasten king stud to header with a _ .I I•I I I r METHOD CS-WSP: Min.3"x 11-1/4"net header Header o o , / 6-16d sinker nails ,l I•I �,�I I' AS PER TABLE R602.3(3) ° ° ° ° ° shall occur at top of wall ° EXTERIOR SHEATHING ATTACHED 8d @ 6 O.C.ALONG TOE NAIL 3-Sd NAILS ° ° ° ° ° fasten top plate to header with I I I 8d @ 6"O.C.ALONG °°�: ' a a;_a °° WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Header shall be To late continuity Is E - - two rows of 16d sinker nails @ 3"o.c. .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d A E O.C.ALONG p p y AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL fastened to the required per R602.3.2 •I king stud with Braced wall line \ W IN FIELD BRACED WALL PANEL 6-16d sinker nails IBRACED WALL PANEL continuously sheated BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL L N with ill"wood \Minimum 40001b Iheader-to-jack-stud U BRACED WALL PANEL INTERIOR FINISH: ti, x Fasten sheathing to header with 8d common nails in 3 in,grid strap on both side of opening Z 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG = o u attern as shown and 3 in.o.c.in all framing studs and sills structural panels pp Z I I 3-16d @ 16"OC ALONG p g( ) opposite side of sheathing 0 I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH °' " I� BRACED WALL PANEL 3-16d @ 16"OC ALONG @ = Minimum 40001b header-to-jack-stud strap W WITH TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER B on both side of opening opposite side of Panel splice edges shall occur over BRACED WALL PANEL b and be nailed to common blocking _ o r ° I° sheathing _ within the middle 24"of the portal- _ TABLE R602.3(1)FOR EXTERIOR WALL J • _ _ _ _ .H _ _ _ J: SHEATHING CONTINUOUS RIM OR x Min.Double 2x4 framing covered with minimum �-- —- - -I _ ='_ ' ='- n' _ = 1: 0 CONTINUOUS RIM OR t r 1/2"thick wood strucral panel sheathing _ - - leg height. One row of 3"o.c.nailing co ° °-_° ° °. Q I I'I ` END JOIST ° ° ° I. VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST x I° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. W �j •I I•I I•I OVER AND BE FASTENED TO COMMON STUDS. i° (studs,blocking,and sills)typical if needed •I I,I I I 1' HORIZONTAL PANEL JOINTS IN BRACED l ] M 2-16d NAILS EACH SIDE of i° 2'to 18'(finished width) Min Double 2x4 or ° II WALLS PANELS SHALL OCCUR OVER °I i Min.length 16" 2x6 Kin &Jack stud W ,I INTERIOR` 1,1 AND BE FASTENED TO 1-1/2"THICK ��/ r n I. FULL HEIGHT BLOCKING g g 1/2"min.thickness wood structural �•�— lJ COMMON BLOCKING ADDITIONAL FRAMING °I per Table R602.10.5 panel sheathing , ost � SPACING i•i 1 1 I• CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING °! i, No.of jaMin bclk studs per O OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG ! Min.(2)2x4 typ. Table R602.7 1&2 0 < 5 .I II ll I. 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL °I i° ( ) 'I I I I I I• ° ° ��- Installed per section R403.1.6 I I•I I•I I' 2 X BOTTOM PLATE i° Min.(2)112"Diameter anchors rn U ,I I•I ISI I, v, •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) with 2"x 2"x 3/16"plate washer CD � •1 I I I 1 I• BRACED WALL PANEL CONNECTION WHEN FIGURE R602.10.8(2) O •,_ _ _ _ ,; _ _ _ �•_f_ _ _,• BRACED WALL PANEL CONNECTION WHEN _ Q V O • PARALLEL TO FLOOR/CEILING FRAMING PERPENDICULAR TO FLOOR/CEILING V FRAMING 0 FASTENING REQUIREMENTS FOR H-1 W ('� (O BRACED WALL PANEL AS PER METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 O O 1 TABLE R602.3.(3) 2 3 a- LOO 00 CEILING OR 1-1/4" alv. x 20 gage �•- N (-- FLOOR JOIST DIRECTION Simpson 9 g 9 ENDWALL—� H2A Stud To Rafter coil strap with (5) 8d common ENDWALL Connector _ � Were the distance is SIMPSON H2A between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. FLOOR AND CEILING JOISTS E.8 DIMENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o,N A Strapping braced wall panels „ „ PROVIDE@STRUCTURAL RIDGES °' o E JOISTS-SEE PLANS - A at Openings Fv (2) 8d x 1-112 nails in plate 4 o.c. Zone Panel Field � ° ° �'_ � a° Each Rafter on Each side --w - =N 8 C °o Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing o 2 L ",t 2 , m t ,, BLOCKING shall have Solid Blockin — ° °' ° s o plywood sheathing Schedule Dwg-1 of Ridge to have a Simpson z ° o ° y TYPICAL @ all Plywood Joints g LSSR skewable hanger. -- � oo AT 48"OC .o.s o U, 2 o,. SIMPSON H2A 2-BAYS IN = °'� y� » � a'�� o BLOCKING @ 48 INCHES ON CENTER g 1-1/4" x 20 Gage Metal Coil N.N _ 3. - o = 3 Solid blocking between at each Rafter. With r 2 s 3.8 t 2 3 ° rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails '•� g 6 ° a ° a 2 SECTION A-A plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° ,� 0, – r -._ in each end. catch jack studs ° ° _ _ ° u' = o E along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ° ''® r a= _ �,�_o o 3 o Comer panel. and window or door Header. \,• _ =.0 �, ° Refer to plans p °° ��•, r m ° @ _ °, Typical each side and ALL Gable End Wall r - ° p Less than ° = t= E ° 0. END WALL BLOCKING DETAIL a N or Equal '`'• ° c �:E. ° Q U" if r- windows and doors. ° '� `0 �' N Q In co o a) N FOR FLOOR AND CEILING BRACING to 12" 0 Cn CU a- C E a=o RIM JOIST BLOCKING BETWEEN RAFTERS 3C BRACED WALL PANELS " COL NTS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R802.3 !^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v) AMAXIMUM OF 4 FEET ON CEN-FER,NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. ZZ 7 �^ PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD v J 45 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 V THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-8D NAILS EACH n EACH END CONTINUOUS FLASHING DEEXTEN D 2X P.T. LEDGER; MUST BE ONE SIZE I.J_ W PAST JOIST HANGER GREATER THAN DECK JOIST AND TREATED WOOD NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH ,,,,/COMPOSITE RAILING GALV LAG SCREWS PER TABLE R507.2 ANDSYSTEM.VINYL RAILING FLASHED&CAULKED TO 10D THREADED NAILS OR I I PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS I ITOP AND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. POST TO HEADER CONNECTOR OUTERTHIRD CUT AND COLUMN COVER AND tip of lag screw shall fully extend beyond I I OF SPAN ONLY COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTHI the inside face of the band'Dist. EXTERIOR OR — ATTACHED PER I I FOR CODE SIMPSON ABU POST 12" Min BEARING WALL GALV.DECK HANGER MANUF,SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS26 @ 2X6 1 1 o SIDE COVER 2"MINIMUM SIMPSON LUS26 @ 2X8 X 4 TREATED POSTS LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER I SIMPSON LUS28 @ 2X10 AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL 1/4 JOIST 0 THANE % DEPTH, MAX. 1/6 JOIST CLEAR N Q .� SPECIFICATIONS. CONNECTOR SCREW (PERCENT)OF - —_-_ Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes of second floor up and out of the Rigid insulation 2X ceiling joists MANUFACTURED LIGHT ENCLOSURE Sheet Metal Firestop Full Thick Insulation wayfor access thin profile structural glued together see Ian w/ ceiling line Exterior p p ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftsl;o and lay on ply od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams g p supportOF SEALANT subfloor behind tub Tub attic hatch - R-val �Non-combustable sealant Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to--- r Se I insulation from exterior insulation requiremen access opening Sealant or „ OR GASKETED To RIM Gasket falling through Continuous wall 1/4 structural sheathing JOIST/RIM CLOSURE floor of Sealant or i 1 adhesive access J as enclosure liner sealed SEALANT Sealant solid blocking adhesive at perimeter and seams. or rigid insulation SILL PLATE INSTALLED 1" min Ri Id g Weatherstri In Adf lesi Casin „ EXPANDING FOAM SEALANT Pre-Fab Fireplace Insulation. Air sealed around Panel Sealant gam/' \ OVER GASKER SILL g pp 9 Seal stairs 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges `Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2 plywood DRYWALL CEILING specs for installation manual staircase �� p Yw finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing W (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAILan V CANTILEVERED FLOORS PULL-DOWN STAIRCASE z DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL (cD 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 - It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation W ENERGY NOTES Eave baffle installed �� r W 9a. R403.3.2: Duct Sealing Mandato Ducts, air handlers and filter boxes shall be sealed. r '" "" r._ (U 1. All design & construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave � rn 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. ":. . • ., '' v approval b a third art HERS Rater using the Manual "J" , "S" & "D" submitted at Co. vents. Baffle shall extend over O Q Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an Y( ) g energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic Insulation ,. �- �/ O >-- 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. (n G( -r-: Z TABLE R402.4.1.1 air leakage b an approved party ) g R402.2.3 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy g y pp oved third art HERS Rater using the ( ) AIR BARRIER AND INSULATION INSTALLATION manual J & Manuals S & D submitted at CO. r r� efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION >O v COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS > V 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 O 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 Q requirements in the building envelope. 10. R403.4 Mandator Mechanicals stem piping insulation carrying (Mandatory) Y P p 9 rY 9 Const. Dwgs 1 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. W .� O Building envelope (prescriptive)per N1102.1.2 insulation & Fen. b Component. SEALANT continuous air barrier. 9 P (P P )P Y P � � � z CQ (� 11. (R403.3.5) Building Cavities(Mandatory) k Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior Wall O O 4" sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs O 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) Lo Cavity insulation All cavities un the thermal envelope shall be filled with insulation. The O N 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. c �-- installation density of the insulation shall be at the manufacturers'product p g p OC)'• � 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. 07 O Automatic controls, temperature:sensors and pumps shall be accessible. Y " or an approved third art using manual "J" "S" & "D P P P each cavity. Batt type insulation will show no voids or gaps and PP party g Manual controls shall be readily accessible. N F- 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 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE o exists,the batt product will be cut to fit the remaining depth of the The building shall be provided with ventilation that compiles with the requirements of E = 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 Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE Q =O 2 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 m 6 &'t o 2 shall be placed to fill any surface or concealed voids,and at the E r 2 o test results shall be signed by the party conducting the test. is not operating. m o _ >, manufacturers specified density. Where faced batt is used,the o = installation tabs must be stapled to the face of the shod. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM i �, = o o o �, 2 tU O U to O N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy r , _t 0 N � �•�r o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN r✓---t ! p g 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. ACCORDANCE WITH i ""� 1 : ` I 2 o - �, �°"Y combustion air. Facto built fireplaces shall be listed and labeled of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC Rigid Foam or C _ 0 i >ED S a� o Factory P m.y 2 c o m N g o c g 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 .,,.� � �.o 3. Lot 3 0 , shall be installed filling the entire cavi and within the manufacturers' powered by an electronically commutated motor. as backdam �'"--- o a a N w �, g cavity TYP. ROOF CONST. �; �, ._ - s- density recommendation. 8. R403• S stems: N1103.1.1 Mandato ro rammable thermostats shall be `"'` N t Y ( rY) P 9 I� � �-��= L �'D- ocE provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) a�' a�.o s o o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heatin and coolin a ui ment shall be sized in accordance with Roof underlayment 2 X CJ W/ INSULATION `- ! i ! ? � o =.2 5- N the system from 55 F to 85 F. preprogrammed thermostats be manufacturer 9 9 equipment 0 �° = L= E p o CL ceilinglsoffit shall be aligned with the air barrier. ACCA Manual S based on buildin loads calculated in accordance with ACCA sealed to drip edg L'� shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS it 2 - E r _ (n insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. N s ¢ " o L Pp 9 9 9 OR HERS RATER 1•,,,, t; ,c c a E �, o L) sealed. New or replacement heating and cooling equipment shall have an efficiency 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value P 9 9Y - '�, � �'" � i '� � 8 �� ;T � � E L. o i? Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ f i p y p g location where the equipment is installed. Soffit see wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic SEALANT I shall be;sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment (Mandatory) non-vented 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 late shall be sealed. The unction of the b com letel fillin the cavit with a material havin a thermal `'"�"�' 'y" i Z p j y p y g y g contain only high-efficacy lamps. i�. y top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall J sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2t-`' installed in substantial contact and continuous alignment„with the air Q barrier. W � Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION ry r) shall be sealed. DUCT SEALING REQUIREMENTS Rini joists Rini joists shall include the air barrier. Rim joists shall be insulated. TABLE M1505.4.3(2) Q LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL`" � RATE FACTORSa- b 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 subtloor decking or floor AREATO BE EXHAUSTED EXHAUST RATES RUN-TIME PERCENTAGE IN EACH 4-HOUR cantilevered floors) framing cavity insulation shall be permitted to be in contact with the 25% 33% 50% 66% 75% 100% _ topside of sheathing or continuous insulation installed on the SEGMENT underside of floor framing and extend from the bottom to the top of all KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS APPROVED WINDOW perimeter floor framing members. Factora 4 3 2 1.5 1.3 1.0 OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM a. For s stem run time values between those given,the factors are permitted to be cV shall be covered with a Class I,black permanently attached to the crawlspace walls. Y g i o W vapor retarder with overlapping joints INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. [V ~O taped. ~ Z Shafts,penetrations Duct shafts,utility penetrations,and flue b. Extrapolation beyond the table is prohibited. - - - - - - - - - - - - - - - - - - - shafts opening to exterior or _ WINDOW m LLI p Q unconditioned space shall be sealed. 24" W J (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW PASS THROUGH FALL PREVENTION 0W Q DEVICE CONFORM TO Lu � C) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to TABLE M 1505.4.3(1) FINISHED FLOOR HEIGHT ASTM F 2090 1 HEIGHT ABOVE FINISHED FLOOR AIRFLOW RATE R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE the correct density without any voids or gaps or q compression,or narrow cavities shall be filled by CONTINUOUS � : . � insulation that on installation readilyConforms to the FINISHED GRADE REQUIREMENTS TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND THAN 72"ABOVE THE Garage separation Air sealing shall be provided between the garage and NUMBER OF BEDROOMS GRADE OR OTHERTER SURFACES BELOW ON THENISHED \e/ conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal H envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 -7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: �I Plumbing and Batt insulation shall be cut neatly to fit around wiring and (square feet WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls.There shall be no voids or 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. +-' TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cC installation readily conforms to available space shall extend behind piping and wiring. OPERABLE WINDOWS THAT PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE .--a < rSQQ 3Q 45 6Q �/ 5 9Q 3. TO MEET EGRESS R310.2.1 U OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2,2 '� o Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be h� W exterior wall showers and tubs shall separate them from the showers and insulated. Z hubs. 1 ,501 - 3,000 45 60 75 90 105 N1101.14 (R401.3) Certificate (Mandatory) Electrical/pinone The air barrier shall be installed behind electrical or ^ M box on exterior wall communication boxes or air sealed boxes shall be installed. 3,001 - 4,500 60 75 90 105 120 Apermanent certificate shall be completed by the builder or other approved party and posted on a wall w 0M 0 in the space where the furnace is located, a utility room or an approved location inside the building. pQ o .. HVAC register HVAC rogisterboots that penetrate building thermal Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuitro x N � boots envelope shall be sealed to the subfloor or drywall. p Y ® 4 501 -- 6,000 75 90 105 120 135 directory label, service disconnect label or other required labels. The certificate shall indicate the cn �o Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components Cl_ sprinklers only be sealed in a manner that is recommended by the such as slabs basement walls crawl space walls and floors and ducts outside conditioned spaces` manufacturer. Caulking or other adhesive sealants shall not 6 Q 01 - 7 5 00 9 0 10 5 1 2 0 1 3 5 15 0 be used to fill voids between fire sprinkler cover plates and r U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results u y walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. > 7,500 105 120 135 150 165 Where there is more than one value for each component, the certificate shall indicate the value M -�► covering the largest area. The certificate shall indicate ! a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. cate the types and efficiencies of heating, It 'I 2 3 cooling and service water heating equipment. Where a gas-fired unvented room heater, " r,=y ; For SI: 1 quare foot = 0.0929 m , 1 cubic foot per minute = 0.0004719 m /s. ; r electric furnace, or baseboard electric heater is installed in the residence, the certificate shall y.* Q # indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," 'a°j0 ,' as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, - electric furnaces and electric baseboard heaters. R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED TYP EXT.WALL LADDER&STEPS R310.2.31 CONTINUOUS RIDGE VENT BITUMEN SHEET USED IN PLACE OF PLUMBING NOTE: NORMAL UNDERLAYMENT AND WINDOW WELLS WITH AVERTICAL ALL PLUMBING SYSTEMS SHALL BE EXTEND FROM THE LOWEST EDGES OF TYPICAL ROOF CONSTRUCTION DEPTH GREATER THAN 44 INCHES INSTALLED IN ACCORDANCE WITH RIDGE BOARD ALL ROOF SURFACES TO A POINT NOT Class AAs halt Roof Shingles w/ TYP.FLOOR CONST. SHALL BE EQUIPPED WITH PERMANENTLY PART VII-PLUMBING N1102.2.3(R402.2.3)EAVE BAFFLE LESS THAN 24 INCHES INSIDE THE p g AFFIXED LADDER OR STEPS USABLE FOR AIR-PERMEABLE INSULATIONS EXTERIOR WALL LINE OF THE BUILDING. fasteners per manufacturers Specification WITH THE WINDOW IN THE FULL OPEN IN VENTED ATTICS,A BAFFLE SHALL BE ON ROOFS WITH SLOPE EQUAL OR GREATER POSITION. RUNGS SHALL HAVE AN ELECTRICAL NOTE: 8802.4.6 COLLAR TIES and the NYS CODE. INSTALLED ADJACENT TO SOFFIT AND THAN 8/12,THE ICE BARRIER SHALL ALSO BE INSIDE WIDTH OF AT LEAST 12 INCHES EAVE VENTS. 13AFFLES SHALL MAINTAIN SHALL BE NAILED with 4-10d APPLIED NOT LESS THAN 36"MEASURED ALONG Underly ment as per section R905.1.1 & (2)2x6 P.T.SILL PLATE W/MI SHALL PROJECT AT LEAST 3 INCHES ALL ELECTRICAL EQUIPMENT BOX NAILS IN ACCORDANCE y pAND WIRING SHALL BE AN OPENING EQUAL OR GREATER THAN THE ROOF SLOPE FROM THE EAVE EDGE OF THE TYPICAL ANCHOR BOLT -8403.1,6 iv FROM THE WALL AND SHALL BE SPACED N ACCORDANCE WITH PART V I -ELECTIRCAL INSTALLED THE SIZE OF THE VENT. THE BAFFLE WITH FASTENING SCHEDULE BUILDING installed per Table R905.1.1(1) MAXIMUM SPACING: 1/2"@ 72"O.C. NOT MORE THAN 18 INCHES ON-CENTER IN THE NYS CODE. A MINIMUM OF EC PF SHALL EXTEND OVER THE TOP Ice & Water barrier as per section R905.1.2 EMBEDMENT OF 7"WITH NUT&WASHER. e VERTICALLY FOR THE FULL HEIGHT OF OF THE ATTIC INSULATION. N1102.2.3(R402.2.3)EAVE BAFFLE 2 BOLTS PER PLATE AND HOLD AT LEAST "• THE WINDOW WELL. PERMANENTLY INSTALLED FIXTURES 12 2x4 CT @ 48"oc 12 FOR AIR PERMEABLE INSULATIONS (Note: Double underlayment is required ONE BOLT 12"MAX AND 3-1/2"MIN OFF MUST HAVE HIGH EFFICACY LAMPS. W RAFTER/CEILING JOIST HEEL IN VENTED ATTICS,A BAFFLE SHALL BE for Roof slopes between 2 on 12 and 4 on 12) ENDS OF PLATES. SHIELD&SILL SEALER TYP. JOINT CONNECTION 8 $ EAVE VENTS. ADJACENTTOS ALLM IND Framing As per plans with 1/2" exterior grade MECHANICAL NOTE: SHALL BE NAILED EAVE VENTS. BAFFLES SHALL MAINTAIN TYP.CONC.FOUNDATI THE MECHANICAL SYSTEMS SHALL TOGETHER IN ACCORDANCE AN OPENING EQUAL OR GREATER THAN span rated structural plywood Sheathing, BE INSTALLED IN ACCORDANCE WITH W WITH TABLE 8802.5.2 THE SIZE OF THE VENT. THE BAFFLE Nail to framing in accordance Fastener PART V&VI OF THE RC OF NYS. (SEE DWG-1 FOR TABLE) UNINHABITABLE ATTIC SHALL EXTEND OVER THE TOP ALL MECHANICAL SIZING PER ACCA WITH SIMPSON'H2AAT EACH WITHOUT STORAGE OF THE ATTIC INSULATION. Schedules & Strapping per detail sheet(s). ANCHOR BOLT DETAIL MANUAL"S"BASED ON LOADS r/� RAFTER TO STUD. R-38C BATT Flashing per R905.2.8 CALCULATED PER ACCA MANUAL"J" v, INSULATION R806.3 SCALE: 1/2"= V-0" DUCT COMPLIANCE WITH MANUAL"D" W A " MIN. 1"AIR GAP _Top of Plate— _ — _ _ _ rry ;. I }j BETWN INSULATION TYPICAL SOFFIT CONSTRUCTION. R303.4 MECHANICAL VENTILATION. ry AND SHEATHING12" overhangs-typical DWELLING UNIT SHALL BE PROVIDED W TYP EXT.WALL WITH WHOLE HOUSE MECHANICAL 6" Wood fascia & 6" Wood rake boards. VENTILATION IN ACCORDANCE WITH LAPPED NOT LESS THAN 3". ! ® ® ® ® ® ® Trim in aluminum or use "azek" or equal 802.5.2.1 LAPPED JOIST SECTION M1507.3 R-15 BATT SHALL BE NAILED 16d O Q 0 INSULATION COMMON NAILS IN ACCORDANCE Metal drip edge per 8905.2.8.5 I_ N SILL PLATE BARS.GRILLES.COVERS R310.4 LL C) w!R-3 EXT. CD WITH TABLE R802.5.2 ON DWG-1 (` Fully Vented Vinyl Soffits '^ 7 0o FOAM BOARD bo I _ w BARS,GRILLES,GRATES OR SIMILAR vJ Q V Z Z ¢ DEVICES ARE PERMITTED TO BE PLACED (D TYPICAL EXTERIOR WALL TYPICAL ANCHOR BOLT -R403.1.6 OVER EMERGENCY ESCAPE AND RESCUE Q 2 x 4 Doug-Fir Wood Studs @ 16" oC. ; , ' ; • .' OPENINGS PROVIDED AS FOLLOWS:NET MAXIMUM SPACING: 1/2"@ 72"O.C. CLEAR OPENING SIZE COMPLYING v EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. 6 WITH R31 0.1.1 TO R310.2.3 AND SHALL Double top Plate and Single Sole Plate. 2 BOLTS PER PLATE AND HOLD AT LEAST ��' BE RELEASABLE OR REMOVABLE 1/2" exterior Grade - Span Rated ONE BOLT-12"MAX AND 3 1/2"MIN OFF FROM THE INSIDE WITHOUT THE USE Top of Subfloor — _ — �� Continuous Structural OSB Sheathing. ENDS OF PLATES. UT IDE BASEMENT ENTRANCE OFAKEY,TOOL,SPECIAL KNOWLEDGE r.° _Top of Plate- — - _ - Fastened per Fastener schedule. TYP.CONC.FOUNDATION s"CONCRETE WALL ON MIN 16"X 8" OR FORCE GREATER THAN THAT REQUIRED W W O p FOOTING WITH 4"CONCRETE LANDING& FOR THE NORMAL OPERATION OF THE r�//)� 7 (Z vJ 4"AZEK BEADED tyvec House Wrap Or equal. //1/4"DRAIN TO DRYWELL,CONCRETE STAIR ESCAPE AND RESCUE OPENING. v J Z Rigid insulation on exterior See Insulation Schedule. MEETING R311.7-STAIRWAYS. O O O PORCH SOFFIT ON R-1 5 BATT ANCHOR BOLT DETAIL HANDRAIL PER 8311.7.8, 34"-38"ABOVE FURRING STRIPS - ® ® NSULATION w/R-3 EXT, Vinyl Siding as per clients selection LO NOSING. 36"HIGH GUARDRAIL ON O � N � WRAP HEADER IN FOAM BOARD installed per manuf specs and NYS code. SCALE: 1/2"= V-0" TOP OF CONCRETE WALL. co AZEK BOARDS Q Cont. load path strapping installed in accordance � — � °0 40'-0" C? with drawings. Provide Fire Blocking in accordance N �-- B with R302.11 & R302.11.1 and ca Draftstopping per R302.12 & R302.12.1 1s'-o" 14"DECK FOOTING •7 SEE DETAIL ON DWG-2 E.0 _Top of Subfloor _ TYPICAL FLOOR CONSTRUCTION FOOTING SIZE PER TABLE o o 6•- _ _ _ _ r_ 3/4" Plywood Span Rated Subfloor, 8507.3.1 FOR DECKS L o Q o L Top of Foundation y p ......................... ...................... .. 2x6 DECK JOISTS@16"oc ._ E U 2-2 x 6 P.T.GIRDER " • Glued and Nailed m � � o��.�� �a =� R-30 BATT '•, , accordance with the fastener schedule. ..... .. _ _ . .............. o �0 lot INSULATIONrn iu o b� LVL GIRDER bti , ,�"`� — — - _ - -D \i SIMPSON DlT2Z OLDS WINS B a.- a- o vi o Y Floor joists and Bridging as per Code. ; M = o o N Mt:s o o--- - a o UP ® ; ; i c WITHIN 24"OF EACH END - g 3 t c'c�''3 0 3 TYPICAL FOUNDATION CONSTRUCTION FD '\1 7'o" s 1/a"x 1 1/2"sDssscREws a N Y >a aY a o ° ° SEE DETAILS ON DWG-2 0-o 0 0 0 °' o I 2X8 DECK LEDGER M o 0 u m o a pp r` in accordance with chapter 4 ---- -- -- - DN 3" -L---SEE DET ON DWG -- -------------------------------------------- ai w -- - -- 3000 psi Air Entrained cast-in-place concrete ---- -- --- --- ---�-- ---��'- - - T-0" a off Loa m o Bottom of deck .: wall on cast-in-place Concrete Wall Footing per _- ------------------- ----- --._ __--_--__--___.-,_------____-,__---------------_------- ___-_ --_--_-- o=' m E ._ ., , o n pier Footing R403. refer to Foundation Plan for footing size & �; ; EXTERIOR :z A L, y L 36"below ;', TYP.BASEMENT SLAB W' ' LIGHT o m v o s ` Grade Minimum °; e: thickness. Concrete Horizontal and Vertical o, o VENT CLOTHES DRYER ; ; aoi c a E•a m a co o 0. o To of Footin _ ,, ,, ,, _J: ABOVE IN ACCORDANCE WITH Q U (n m a- F- m E 3. o a _lop - �— - - — " ' " ' " ' ' °' Reinforcement per Chapter 4. & gen note #6. • ' , d CHAPTER 15-CLOTHES ifl Damproofing per R406. 2- 2x6 approved - DRYERS; DRYERS EXHAUST. MAINTAIN REQUIRED SEPARATION treated Sill Plates, Sill Seal And Termite shield per N; :... ............................. Ln DISTANCE FROM ALL HEAT PER SECTION O PRODUCING EQUIPMENTTO WJ AS Section 3.1.6 Anchor bolts per Foundation Plan ; _____________ ; o UNFIN. BASEMENT MANUFACTURER'S COMBUSTIBLE ERIAL SPECIFICATIONS ' n - A. ONTINUOUS G N .... ------------ and 8403.1.6 o OIL FIRED SCALE: 1 /4" — !-Ott 4" CAST-IN-PLACE CONCRETE AND LATEST MECHANICAL CODE. r RIDGE BOARD , LL INTERIOR WALL FINISH X SLAB INSTALLED T FURNACE , Provide 1/2" Gypsum Wall Board on ceilings N ACCORDANCE WITH CODE , , SECTION 8506 and walls except basement walls & clgs - unless 10'-3" 1 P8" ! T-4" V-1" 8'-2" 8'-2" ' noted. Min 1/2" Moisture Resistant Wall Board on ' 2.3)EAVE BAFFLE R802.4.6 COLLAR TIES 'Beam Poc et (typ) N1102.2.3(8402, SHALL BE NAILED with 4-10d Ceiling and all walls In Bathrooms (humid areas) ' ' FOR AIR-PERMEABLE INSULATIONS 2x4 CT @ 48"oc ' ' ' 'shim as re 'd __ __ _ 12 BOX NAILS IN ACCORDANCE and 5/8" cement board on walls and ceilin sin wet areas. ; ; �; ;-- --; IN VENTED ATTICS,A BAFFLE SHALL BE 12 9 LO ' ' WITH FASTENING SCHEDULE „ , , , , _ (y3�1-3/4'x11-7/8"LVL u, , , I NSTALLED ADJAC ENT TO SOFFIT AN D $ Provide 5/8 Fire Rated gypsum wall Board on walls 4 . , + _-_+-•••-------------1•- -_'_1'_- --__--_--_-�--�-_'_�-_----_--- ..------+ 0 0 EAVE VENTS. BAFFLES SHALL MAINTAIN ' ' ' ......... ' AN OPENING EQUAL OR GREATER THAN 8 and ceiling located as per code, manufacturers N ' ' - -- -- - - - -r- - -- --- ' cw Beam Pocket t THE SIZE OF THE VENT. THE BAFFLE UNINHABITABLE ATTICrequirements UNEXCAVATED ; ;°°°°° 1--' `-----' -----' (yp) SHALL EXTEND OVER THE TOP WITHOUT STORAGE 8806.3 and drawin s. g TYPICAL GARAGE SLAB a=_..__.= Shim s req'd , MIN. 1"AIR GAP 4" CAST-IN-PLACE SLAB �� 2X4 FRAME AROUND OF THE ATTIC INSULATION. BETWN INSULATION , , n ti= STAIRCASE FROM FLOOR TYPICAL INT. FOOTING/COL -38C BATT AND SHEATHING bo ' ' W/6X6 W4.0 X W4,0 WWM " TO CEILING. TREATED SHOE INSULATION PITCH SLAB-1/4"FT TO r=_= 24"x 24"x 12"THICK __=e= PLATE AND GYP.WALL BD /TYPICAL INSIDE FACE OF WALL MN. CAST-IN-PLACE CONCRETE FASCIA GARAGE DOORS , U) 34"A38"ABOVE NOSING.RAILS o CH RAILINGS. FOOTING&3"DIA STEEL _ CONST. ' ----- -- OCOLUMN INSULATION SCHEDULE � ENCLR302.OSED SEDSPACEUNDER STAIRS ' , , , -------- � ENCLOSED SPACE UNDER STAIRS THAT � , ; Y�J N O IS ACCESSED BY DOOR OR ACCESS a0 , p O LU �. shall comply with 2018 I ECC ' ' ' OPANEL SHALL HAVE WALLS,UNDER-STAIR (A U J N �-- ' ' ' ' I _JSURFACE AND ANY SOFFITS PROTECTED h ON THE ENCLOSED SIDE WITH 0 cli_ _ __ _ 1/2-INCH GYPSUM BOARD. , z Location R-value Thickness ' _ _ o w Q BEDROOM #4 Flat Clg * R-38c 12-1/4" ; - DECK LATERAL HOLDOWNS g m o CLOS Vaulted CI R-21 5-1/2" DROP TOP OF CONCRETE SIMPSON DTT2Z w/(8) LL o 6i g AS REQUIRED FOR ' 114"X 1-1/2"SDSSSCREWS o ; ; LU Q Floor(unheated space) R-30c $-�I4" GARAGE DOOR,SEE PLAN Up S WITHIN 24"OF EACH END cX i FOR GARAGE DOOR SIZE ; "' Co SEE DETAILS ON DWG-2 ' ' ui LU U Floor(outside air) R-30c 8-1/4" o C/) --- - --------------------- •-----... .. ...-------- ----------------------...---............-- ---------• Exterior 2x6 walls R-21 5-1/2" ; )( Exterior 2x4 walls R-15 3-1/2" + ' Top of Plate— — U _ TYP.EXT. R-3 Exterior Foam Insulation 2X8 DECK LEDGER WALL air seal walls to ass 3 air changes per hour (2)ANCHOR BOLTS I SEE DET. ON DWG 2 CONST. p g p -� R-30 BATT IN EACH CS-PORTAL INSULATION q Above grade attic walls R-15 3-1/2" FRAME WALL ABOVE 4'-5" 7'-0" 'v 60 Foundation Rim Joist: R-30 SECTION-SEE All Glazing U = .30 SCGH: .30 DETAIL 30NPG2 POWDER Doors-less than 50% glazing U = .40 V B A ROOM Door-more than 50% lazin U = .30 SCGH: .30 4 4 CD 1 CAR GARAGE glazing 2 x 6 DECK JOISTS @ 16"oc 2-2 x 8 P.T.GIRDER *If part or the entire attic will be decked over with plywood, 14"DECK FOOTING the ceiling joists must be deep enough in order to fit the SEE DETAIL ON DWG-2 [—� of �. FOOTING SIZE PER TABLE P-+ r batt insulation so that it is not compressed. If not then R507.3.1 FOR DECKS Clg Jsts will have to be built up or upgraded to the next size. �' 0 Top of Foundation " ' " — - — - — - - - — TYP.GARAGE SLAB V-88-3 PITCH TO DOORS o Other Specifications: �--I tct d; a'. • Windows: U5 0.30, SHGC5 0.30 40'-0" �( > rn (J • z 100% high efficiency lighting (CFL's or LED's) `n o b. _ • s 3 air changes per houro • z All Energy Star appliances TYPICAL FOUNDATION - 8'-0" HIGH ;� N nP, IN ACCORDANCE WITH CHAPTER 4CZ rn c3 a;' ` °6 FOUNDATION TABLE 8404.1 .2 8 FOUNDATION PLAN TYPICAL ANCHOR BOLT R403.1.6 CONST. R403.6 Mechanical ventilation shall be provided that ( ) MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH • ; UNFINISHED ; 8" CAST-IN-PLACE WALL WITH SCALE: 1/4" = 1'-0" NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST D i BASEMENT meets the requirements of section M 1507 HORIZONTAL REBAR PER TABLE ONE BOLT 12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. O FOUNDATION WALL KEY 84041.2(1) - SEE DWG-1 NOTE #6. 1. Walls 24 inches total length or shorter connecting offset braced wall . R403.7 Heating and cooling equipment shall be „ „ panels shall be anchored to the foundation with not fewer than one anchor bolt ,. • o , , ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING located in the center third of the plate section and shall be attached to adjacent sized in accordance with ACCA manual J by a panels hiItf TableR6021F braced wall pes acomers as sown n em 9 of .3( ). (Fastening Schedule certified third party rater. W/2- #5 REBARS IN FOOTING. EXISTING FDN WALLS 2 -2 x 6 ACID SILL PLATES, COPPER TERMITE 2. Connection of walls 12 inches total length or shorter connecting SECTION ' B SHIELD, EXTERIOR DAMP-PROOFING, ALL NEW FDN WALLS offset braced wall panels to the foundation without anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in FCUNDATION FOOTINGS TO EXTEND TO [ _ _ _ _ _ J FDN WALLS TO BE REMOVED Item 9 of Table R602.3(1). (Fastening Schedule) — n �1fc1D1'J SCALE: 1 /4" - 1 -0 VIRGIN SOIL. w; VENTS: ROOF �L 4" VTR P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE 2" 211 ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR 3311 OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROUGH 1 1/2" 1 1/2' 1 111111 1/ 111 1/Z " A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE Z" 2" IN SIZE OF THE VENT SHALL BE MADE CODE COMPLIANCE STATEMENTS: W NOT LESS THAN 1 FOOT INSIDE THE 11 THERMAL ENVELOPE OF THE BUILDING. r ) 2ND FL. 3 1. The windows selected for this project shall meet V 2" 3" 3' 2" the egress requirements of R310. W 2. All windows shall meet Section R308 Glazing and W 0 8308.4 Hazardous locations. _ 2" 2" 3. Windows were required shall meet the Window Fall vJ 3" protection requirement R312.2. W r1l/2" 3 1 1/ "1 1/2" 4. Bathroom windows shall meet the hazardous 0� DW glazing requirements as per R308.4 W 2" 5. Stairs, landings, railings & guards shall comply N 1 ST FL. with R311 & R312Q O : 6. Outside lighting shall comply with RE 3803.3 0 7. < 0 Stairway illumination shall comply with R303.67 2" 3„ and R303.8 Q U z 8. Fireblocking shall comply with R302.11 thru R302.11.2 0 4--J W SHER 9. Draftstopping shall conform to R302.12 thru R302.12.1 3 10. Flame spread and smoke-developed index for walls < 0 4" FA and ceilings shall compy with R302.9 thru R302.9.4 BASEMENT 11. Flame spread and smoke-developed index for V CO insulation shall compy with R302.10 thru R302.10.5 W W O 4" 11. Recessed lighting fixtures rated for vJ Z (1) membrane penetration shall meet ASTM E119 0 0 E 4O CONNECTTO ANEW PLUMBING RISER DIAGRAM and Fire Stopping as per ASTM E814 or UL 1479 n = Ln C:12. Exterior Decks shall comply with R507. 0 N SUFFOLK COUNTY DEPT. NOT TO SCALE ~ 00 OF HEALTH APPROVEDI1 M O SANITARY SYSTEM 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 CL N F- 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 M E O •O lJ� 0 CN O m O E t.� _ E m o nom ROOF FRAMING PLAN 2'-1 6'-6" a E 4 ° o L SCALE: 1/4" = 1'-0" a'o" Wood deck with a c`� CDD 15 - ° 36"high Wood rail 'o.o °° u v° --------- and steps to grade c a" mi >9 a� o m.y2co m•�, � oc3 ------------ (closed risers) (D'F= �,•0 3 L �•• ° c c 3 �oo)o cl JTnw --------- ------- 815 5 ) E, cl JT, 4 40'-0 --- ---------- 40'-0" FRAMER TO VERIFY CENTERLINE& c HEIGHT OF WINDOW OVER KITCHEN +a °c N m 3 o E ' SINK WITH KITCHEN LAYOUT PLAN u a Cr o P o r:: o 20'7" 5'-11" 10'6" 3'0" o PROVIDED BY BUILDER. w o a'�"o 0 c m c a, 44 20 0 144D 30 0 M 244DH2830 m z.E U ¢`w e m o VENT CLOTHES DRYER m e CL E m m o o ° IN ACCORDANCE WITH v u=i m H m E a.E o a CHAPTER 15-CLOTHES 2-2x8 DRYERS EXHAUST. • ' PROVIDE WATER-PROOF � FAN o 2"2x10 o Z'Z�� (2)1-3/4"x 9-1/2"LVL 1$'-0or„ PAN WITH CURB&DRAIN TW18210 TW18210 244DH3050 244DH3050 Egress ® C\1M DBAIN - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v I On U O 2 2X8 2-2X10 2-2X10 e M d 3/z" 5 0 3/2" 5'-8'/z 3/z 5'0" 0 5'-0" 17'-4+/�' 1 ,-�� 0 0 2-2x10 KITCHEN N ' I �, I 1 + 1 ® ° I R-15 BATT O O fan N M o I ___ __ INSULATION DINING _ 8'-0" .4'-0" fan ROOM o �, 0 00 WALK-IN W ® `� C E I NOTE:GLAZING HAZARDOUS LOCATION:R308.4 8302.5.1 OPENING O Cl)Cl CLOSET W PROTECTION.INSULATED S o Lu UINCLUDING BUT LIMITED TO THE FOLLOWING: SOLID CORE STEEL CD O x LL Bedroom #1 ,�, I SAFETY GLAZING(TEMP GLASS)IS REQUIRED DOOR,20-MINUTE CO N o 0" ?g 8'CEILING HT o -� FIRE RATED. o / a _J I AT GLAZING IN A BUILDING WALL ENCLOSING «, WEATHER STRIPPED S �' CC. o j\ x U U ; BATHTUBS AND SHOWERS WHERE THE o W/SELF CLOSING DEVICE, cc A SEAL&INSULATE I BOTTOM EDGE OF THE GLAZING IS LESS s1� A 2 1-3/4"x 14"LVL FLUSH Cl) N ATTIC STAIR PER THAN 60 INCHES ABOVE A STANDING o 2-2x10 g.2� ( ) �Q 2'0" 2'8" 20 O I SURFACE AND DRAIN INLET. " R-15 BATT 2.6 - - - - - - - - - - - - _ - _ - _ - _ - _ I 7'_0• 6 SECT. 1102.2.4 Ln -------- SEE DET ON DWG-3 I N INSULATION DOWN LIN __ __ _ 2'-6" 12'-11" 2'-6" o I WET SURFACES:8308.4.5 � ci I HALL r L J2'-6" 4,0„ 7,/z" GLAZING IN WALLS,ENCLOSURES CONTAINING 32 (3)1-3/4" ___ _ a o N - I WHIRLPOOL,BATH TUBS,SHOWERS, - --\-- ----------- -- v LO e ; e \ \\\\\\-\\ \\...\\\\\\\ 3r SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM Q - '- 4'-0" 2'-0" 17' il" Q -------- 151/," W o �J I in S --• 1 e EDGE OF THE GLASS IS LESS THAN 60' °r' GARAGE 3- , , N_ _ _ _ _ _ _ _ 2'-6_ _ _ _ _ _ _ _ _ _ _ _2x10R1_DGE •---- _ _ _2'-6' _ MEASUREDVERTICALLYABOVEANYSTANDINGOR DWELLING GARAGE 3/" 3/2" 3/," O DOWN O �' _' Q I c'n" WALKING SURFACE SHALL BE CLASSIFIED AS ° SEPARATION IN --- N 0 imin �f4t is ACCORDANCE WITH - ° r Z co co , iv I PER TABLE R308.3.1(1)AND R308.3.1(2) ---TABL �!RU2.6---- c° Cn N -------- 2' fi" 2'6" access--= c' I .--- ________ N ____ 2'-6" I ; rn SEE DWG-1 FOR TA64E LIVING T >' Q EXCEPTION:GLAZING THAT IS MORE THEN 60' ____ � I 11'-0" s � uF-i INSULATE WALLS � --- � --------- -- OS O I MEASURED HORIZONTALLY AND IN A STRAIGHTLINE, ' 0 COMMON WITH LIVING _ _ __ ROOM N Q W Bedroom #2 I FROM THE WATERS EDGE AREA. PROVIDE: HEhT Bedroom #4 < ____ Bedroom #3 - U 1 ; DETECTOR PER R314;2.1 - O Z () 8'CEILING HT " 8'CEILING HT SAFETY GLAZING IS REQUIRED ADJACENT TO , , Q W Q Z0 -------- � ° 0 8'CEILINGHT ' o 0 ° o � 3.2 0 0 ° I STAIRWAYS,LANDINGS, AND RAMPS WITHIN ' "' o o -7 � � i o o ---'--'- �v in -�� I 36 INCHES HORIZONTALLY OF WALKING SURFACE i ____ io o N -- '--- 11'-0" 13'-4+/z' I OR WITHIN 60 INCHES HORIZONTALLY OF THE BDTTOM ' 11'-0" ' o TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN En ___=____ w fr w I EXPOSED SURFACE OF GLASS IS LESS THAN Up b rn F-(n W a f= W 0 1 60 INCHES ABOVE THE NOSE OF THE TREAD Li o SPLAY CLG ----- ¢ z H o U_ z g o OR WALKING SURFACE. 2-2x12 -2x10 •`- C7 I 2 2x10 2 2x10 2-2x10 T-0"MIN « �JO W _,J ?g HEAD HEIGHT "'------ w CO O co O AT STAIR 3-2 N U a x U I t 244DH3050 244DH3050 244DH3050 U W v 96X84-3 PANEL A T N v W � x Cp X I x' N N N CLOS iv N N N 1 AREA SCHEDULE refer to in I 2-2x10 2-2x10 2-2x10 2-2x10 2 2x10 l NAME AREA qtrnppinn 1 �" - -- --_ - - 1JN FIRST FLOOR AREA 782.2 sq ft. x L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR AREA 1000.Osgft. _B A 244DH3050-2 Egress 24 DH3050 Egress 244DH3050 244DH3050 244DH3050 Egress 4 - 4Ct a GARAGE AREA 217.8 sq ft. -----_-- - - --- POST 1 3'-6" 3'-6" W ° � z " 5'-6+/z , 6'-6Y�' -91, L-, v .-) 6'-6/z' 6'-0" 6'-0" 6'-0" 4'-2" C) 1'8" 8'-3" 7'-11" 6'-0" 6'-0" 6'-0" 4'-2" M 40'-0" 17'-10" 04MQ 00 R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS, EXTERIOR FRENCH & SLIDING DRS 40'-0° x o U Plans indicates ANDERSEN series 244 B TOP OF THE WINDOW SILL SHALL A Model Numbers and shall be In accordance with R609 4 BE A MINIMUM OF 24"ABOVE THE FINISHED 4 To be designed & installed as per manufacturers 1ST FLOOR PLAN 2ND FLOOR PLAN specification for 140 ultimate design wind speed G�q U FLOOR AND GREATER THAN 72"ABOVE THE n s [NY)915.3.3 Residential Buildings and Commercial Buildings FINISHED GRADE OR OTHER SURFACES p g p With an Attached Motor Vehicle Related Occupancy SCALE: 1/4" = 1'-0" O.�(.. �Q BELOW ON THE EXTERIOR SIDE OF THE SCALE: 1/4" = 1'-0" and Table 301.2(2), 301.2(3) BUILDING. SHALL COMPLYAS FOLLOWS: Provide HP LOW-E lass' U = .30 SHGC = .29 Carbon monoxide detection shall be installed in i central or otherwise approved glass; - + - location in each occupiable space in a commercial building and within 10 feet of FIRE BLOCKING SHALL BE INSTALLED EGRESS: shall meet R 310 the entrance to sleeping areas and sleeping units in residential buildings O Smoke Detector w 8312.2.2 WINDOW OPENING CONTROL DEVICES: IN ACCORDANCE WITH 8302.11 and commercial buildings that: Carbon Monoxide Detector THRU 8302,11.2 AND DRAFTSTOPPING WINDOW FALL PROTECTION: shall meet R312.2 P,.... .: WINDOW OPENING CONTROL DEVICE SHALL co Refer to DWG-1 General Notes W PER R302,12 THRU R302.12.1 MINIMUM EGRESS SIZE: 244 DH 3049 1. Have a communicating opening with an attached motor vehicle related occupancy, COMPLY WITH ASTM F 2000.THE OPENING 2. Share one or more common walls with an attached motor vehicle related occupancy,or Substitutions made upon meeting Code. In accordance with Section 915 of the DEVICE AFTER OPERATION TO RELEASE THE p g 3. Are located one story above or below a motor vehicle related occupancy. <;:�., a DEVICE SHALL ALLOW THE WINDOW TO See page one, general notes for additional 2020 IFC, 8314, 8315 of the Residential code of NYS OF NEVay "�YT� 1 ©�� OQ FULLY OPEN TO MEET THE CLEAR OPENING code requirements. �' S AS REQUIRE TO MEET EGRESS 8310.2.1 ' TOP OF ROOFCONT. RIDGE VENT - - - " - - - " - - - - - TOP OF ROOF 12 12 ASPHALT SHINGLES $ � � 8 W U z GUTTERS&LEADERS W — _ — AS REQUIRED Q TYPICAL r^ Top of Plate_ - - --- – Top of Plate— - — — - — W �- W c� o � 0 o Top of Subfloor Top of PlateTop of Subfloor a 0 11H — — - — Q - — - — Top of Plate— - _ — - _ FM - ■ U) z .CZ C/) O _ /� O �I--� O I.J.. O 0o oo O N C: `aWOOD STEPS AND LANDING ^ N o O GRADE. HANDRAIL& I.1_ f r, GUARDRAIL IF REQUIRED – Top of Subfloor - �_ - — BY IRC CODE Top of Subfloor _ Top of Foundation — - —– Top of Foundation — 'Eny - — . 12 ,.. . _., . 2 �. D' E FINISHED GRADEa c C6 m R303.8 Exterior Stairway Illumination °' o •0 C- � °' o Q Exterior stairways shall be provided with artificial light source ° 0, y°o 00 located at the top landing of a stairway.Exterior stairways n.� N Y m a, �',�no >n nor o providing access to a basement from the outdoor grade o0 Window well-Typ .� 3 s c'c 3 o level shall be provided with an artificial light source located connect to 4"drain w o o r�t,w cy at the bottom of the stairway. i i Y to drywell as per , site plan by others. , Co.— C c m O1 0 Eli C = O O Top of Footing , n, o c w m I I U C O II' U 0 L C (fl - - - - - I-ot C5 pofFooting `°� s E E o a o - _ i--N� .0- Q N C N C N O d C 0.2-E N'0 O V U LA w REAR ELEVATION SCALE: 1 /4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-011 TOP OF ROOF - — — TOP OF ROOF _ _ CONT.RIDGE VENT — _ _ _ — _ — _ TOP OF ROOF 12 12 _ 8 � _ � 8 ASPHALT SHINGLES GUTTERS&LEADERS AS REQUIRED �– Top of Plate— - _ — 12 TYPICAL N FW- - _ Top of Plate r; 0 12 U) m b Q W 6i W U) J -1U > Q co W W U Q Cn CD coL±J, N Top of Subfloor _ — O — 12 _ ��- - _ — 5 Top of Subfloor r h� Top of Plate— - — _ Top of Plate r f� 00 c lololololo Top of Subfloor °To of Subfloor � Top cf Foundation- _ _ — _ P _ — _ — „j r _ Fill 11 11L –— - - — To�of Foundation '3 M O Ell 'C' N c�.� ----- ---- c' . 2 WINDOW WELL en TYPICAL 00 LEFT ELEVATIONo ���y��' FRONT E -1 �� A LEVATION00 SCALE: 1 /4" = V-011 _ SCALE: 1 /4" - 1 '-0" I_0II I I 1 I Top of Footfng l '.4' if y M t,4`� ✓ Top of Footing - 019050 'tib t�scy� . 7 r CGr1TItJU0USL1'BHE-THED - � EF.-CED';:_. JtIE BRACING METHOD BRACED WALL PANEL.a TI c_L Y c c r T c^-b#r- r e=-_e= ;.��L u•E - T IC�CZ'�CCZ� CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1 1 1-2 1-A 1-B 2-1 2-2 2-A 2-13 WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP/CS PF CS WSP CS WSP CS-WSP CS WSP CS-WSP CS-WSP CS-WSP /i CS-P F CON-INUOUS SHEATHING PORTAL FRAME BRACE WALL LINE SPACING(FT).b 17 17 32 32 17 17 32 32 _.... DETAIL#3,DWG-2 / / TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24"M6" 24" 24" 24" 24" 24" 24" 24" -EDOLDI T4- • ANEL _ CIE ICE BR-CED'.''=.LL F-JIEL-J GB GYPSUM BOARD TABLE R602,10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 7.8 7.8 13.8 13.8 4.6 4.6 14 14 E'-- c oc_-cF - -TL LI'.E Et 1D OF FR-.CED'..-.LL LJiJE :,: .'.-ILL END CONDITION 1 END CONDITION 2 BRACED WALL NOTES: TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c U 7 _:,�� .,;__L�;',- c: ,Tr, c L•s�E3r-E. REFER TO DEVILS ON DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 Z _�L = FOR HOLDOWNS,STRAPPING,BRACED W r ��I /// WALL DIAGRANS AND DWG-1 J / /, FOR NAILING S HEDULE. ALL BRACED 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 Q f WALL PANELS SHALL BE FULL-HEIGHT 3. WALL HEIGHT .9 1 .9 1 .9 •9 9 9 SECTIONS OF WALL WITH NO VERTICAL . .OR HORIZONTPL OFFSETS. W DI f BWL 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 r j - - - - - BRACE WALL LINE Ll.. PET:, 5. ADDITIONAL 8001b HOLDOWN DEVICE L'r•1 L' BQ., E -iLp� _- F-.`,EL _ ,.. =I-:TEc.,.F- W 4-e!I:OF s;L e'c',.; LL L r E - ,ry „_LF .-t_ 6. GYPSUM BOARD OMITTED E'.•E'+Ta 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) 0 END CONDITION 3 END CONDITION 4 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 7. GYPSUM BOARD FASTENING :c•Tr,-aeL;E-=--T- 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 � 0 >- �"�"'r" REQUIREMENTS [- 0'--4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE �/�8. HORIZONTAL BLOCKING IS OMITTED 2 2 SHALL BE OFFSET NOT MORE THAN 4 FEET. 2 2 v J < V Z Return panel: 24"fc, braced vara;! hies s1eathed w t'i 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL wood st,uctura' panels THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. RESULT REQUIRED BRACED WALL LENGTH (FT) 14 15.6 12.5 13.8 8.3 8.3 12.6 12.6 0 32" for braced wa" Imes s'ieaVled w!t'1 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH 01-00 END OF A BRACED WALL LINE TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL FT 2.6 v 0 % structu,a'f berbcard 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL p g ( ) PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE Q .� Distance D: 24" fc, braced via'I lines sheathed wt'i R602.10.2.2 PER PLAN BRACING LENGTH PROVIDED (FT) 16.16 18.9 16 16 16.7 15 16 16 Q U L 'Yvecd structural pane's 32" for traced tiva" fines sheat`ied W'.t°i COMPLIANCE YES/NO Y Y Y Y Y Y Y Y W W •� 0 •r:-:. . - _F_. struclu-a'fberboard U) z T - -F- a.Linear interpolation shall be permitted O 0 ,1 END CONDITION 5 Hold-down 300 lbs caDacN fastened to he edge of the b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, ^ 0 device: braced �+ra" t:aneg c'csest to the caner and g the average dimension shall be permitted to be used for braced wall linespacing. u.. T LO to the foundation C' facer frarn'ng be!cw ABBREVIATIONS; BWL=BRACED WALL LINE, O .J- N For Sh 1 inch=25.4 mm, 1 foot=305 mm,11b=4.45N BW=BRACED WALL, �/ I- CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL ry 0 FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION 0- N F- END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING N y C E.O C N_ O c, E O L•C _-. E fII L� N� O 2 "t U O C@ U C L Cr•- C V OL O � Cl .-• O >ml " Uo0 N' 1 > "L I N C C O f0 c 3 0 N J' C Y m O N .Y N Y ml N I O O O dV N-L Q ( m � 1 N� to O 3 O o 4'-0" ' 32'-011 m I , „ CU'C c C C N , w 8•� y a1 to-= d..-� -C C - CZ 4'-0" 32-0 4'-0" 4-0 L a Cc -2 a C ` a o a 4? O Q'�'a C G7 "i• C N N Q) C O ..- Q tq C N C 0 I 4'-25/s" I a�c Q) S.- m m o o °w ` 50 ( c � ' I I i I 1 CS-WSP I CS-WSP CS-WSP ' I CS-WSP CS-WSP CS-WSP CS-WSP En I a �? 1o o ' E co `v U) , -1 U BWL 2-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - } - - - - - BWL 1-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 Cn ' a � V O, co I U O 4 I I 1 U I 1 ' N F- ------ o z •- r � -------- I ti W • • Q co1 1 --- --- ------- I W W < I - - -- a rn I o ------- co o -- - 1 --- - o -- - - I •------I-----------------• ------- ' 1 , -' 1 Ch1 I I C U - - - - - - - - - - - - - --- - - - - - - - B- - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - ' - - f - - - - - ' ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i BWL 1-2 - - - oI ' CONT o o ; I ; ' - ' PORT�NUOUSLY SHEATHED L FRAME.SEE DET 3 ' a_ U , CLOS I �j LL) ; ,ON DWG-2 AND i 2-2x10 , FI URE R602.10.6.4 I CS-WSP CS- - -- -- PF CS-WSP r� L� � CS-WSP CS-WSP I I CS-WSP CS-WSP CS-WSP CS-WSP I CS-WSP `„) '-' I I 1 w > " .� M �J T-5%" T-2Yz" 3'-2'/z' I 2'-6' " II Q ^ x 4'-111/2" 2-5 3-2/Z 3-2/z .'� 2 6'/" oCZ 1 4' O -0" 32'-0" � 4'-0" 4'-0" 1 „ 4'-0 ' " ,•_ ._._....��. 32-0 r 41 SID AR +tk Py 2ND FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" 1ST FLOOR WALL BRACING PLAN 01 SCALE: 1/4" = 1'-0" 3