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HomeMy WebLinkAbout47121-Z .fA 7 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE x In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE ..�✓QU� 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 USE LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND R SPACING AND Uninhabitable attics without storage DESCRIPTION OF FASTENER 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. inches LocATtoNOcEpue 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. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With or Without Shower head ITEM ROOF FRAMING r 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 "10 0 5 201rl 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 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOE NAIL t3t1iL �r 3-8d COMMON Ol d.,DEPT Additions,Alterations&Re!novations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOENAIL TOtnJN Or SOUT715Lf7 Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/23-8d COMMON 2 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR FACE NAIL Floor drain 3 RAFTER LAPS OVER PARTITION TABLE R802.5,2 3-16d COMMON 3-1/2" 17. Metal flashing shall be installed were concrete abuts wood, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen sink {One Or two traps, with Or 4 RAFTER HEEL JOINT) SEE TABLE 8802.5.2 FACE NAIL dimensions,existing or new and be responsible for field fit. without dishwasher and food Waste disposer) 1-1/2 passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. _ 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Laundry tub (one or more compartments) Rooms other than sleeping rooms 40 10 OR 1-114"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 - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND O 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 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) Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d O TOE NAIL > 20 20 3-10d COMMON 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 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 3-16d BOX O 2 2-16d COMMOO be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gpm N END NAIL More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE z 7 disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING W 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 16d COMMON L.1_ 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 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C.FACIE NAIL 3.5"x 0.162" 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, including9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX Q basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162") 16"O.C. FACE NAIL 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. 16d COMMON Z 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, L/380 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. TABLE 8302.6 (3-112"x COM 5-8d BOX(2-1/2"X0.113") 7 the smoke detection system of the ENTIRE residence must be brought up to code, All other structural memebers 11 CONTINUOUS HEADER TO STUD TOE NAIL L All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING - GARAGE SEPARATION L1240 OR 4-Sd COMMON W 8404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACIE NAIL 0 Exterior walls-wind loads/brittle finishes 8-16d COMMON 3 1/2" U W the requirements of ASTNI 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 THE INCH GYPSUM OR L/240 ( ) FACE NAIL 2 EACH SIDE OF END Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE Exterior walls-wind loads/flexible finishes 13 DOUBLE TOP PLATE SPLICE OR 12 16d BOX(3 112") JOIST(MIN OF SPLICE LENGTH - 7 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. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM L/140 EACH SIDE OF END JOINT) Q W < z 8404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE Q All CO alarms shall be connected to the lighting circuit with no intervening wall BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 1 S"O.C. FACE NAIL Q O STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL � �^ -J WLocation 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 / IRC-R3SSE NOT LESS THAN 112"-INCH GYPSUM BOARD U) located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"C.C.FACE NAIL W 00, Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"[O.C. FACE NAIL g NOT LESS THAN 1I2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION � rr nn to provide a maximum cover of 1-1/4 inches from the inside face. section 8602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A W V End conditions for braced wall lines for the continuous sheathing shall conform APPLIED TO THE INTERIOR SIDE OF 3-16d BOX DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD END NAIL '^ 8404,1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF 2-11 COMMON 0 W M O SLOPE SPACING LL Based on Table R404.1.21;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 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-16d BOX FACE NAIL Z O.. Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 2-16d COMMON L U SHALL COMPLY WITH TABLE 8702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 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 O O �•- Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 12 FT 20 FT 28 FT 36 FT 3-8d BOX provided to transmit the applicable uplift forces in section 880211.1 from the SHALL MEDT ASTM NE119 AND FIRE STOPPING PER ASTME814OR UL 1479 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL � J N wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. NUMBER OF 16D COMMON NAILS 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 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 3: 12 16"O.C. 5 s 10 13 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 4: 12 16"O.C. 4 6 8 10N 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 E o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 FLOOR FRAMINGo� y 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing o,t 2 o 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 7: 12 1 s"O.C. 3 4 5 s "� F s o s N ti o w -w 0 E a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX = 2 rn`o 2 o o = N o P P• 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL `o- '�.E t o " m T 9:12 16"O.C. 3 4 4 5 3-8d COMMON � m `o u o v, m o or stainless steel, equal to 4 feet equal to 6 feet equal to 8 feet = o � L o „ �, b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 'A �' .�L- 12: 12 ° 16"O.C. Z2 6"O.C.TOE NAIL M.o C O'n, o `o U, m a o 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 PLATE(ROOF APPLICATIONS ALSO) 1od BOX �, o.e o a o a h w x shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches N o ay C o &attics shall have a flame spread index<_25 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 BLOCKING TO JOIST 2-10d BOX EACH END a�� o 3 L c _�3 0 m 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o.3 o o a 0 N 2 r installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT a " a� ` w N Framingconnectors,Allowable Hole diagrams,specifications, etc. wall and ceilin finishes havin a smoke-develo ed index 5 450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX y � c s`C r 0) `o w `- g p g g p 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL L L � m N 0'0 o f "Micro-Lam"Design Stress: E= 1..9, Fb= 2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies No 10 Wood screw 3 16d COMMON o o r o .5 o c 9 inches HEEL JOINT FACTOR Q1 o m ° 6 v�c tea) "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have asmoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12inches H C / H r 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL '0 y m E =m ° "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment on center on center on center 1 / 3 1.5 4-10d BOX 2 2 z:E a V 0 € o a, - - m u or N 28. SWIMMING POOLS. Shall conform to Section R326 lenght = o a f _0 o o� � 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 1 / 4 1.33 26 4-11 BOX H W cn m Cr l m E o..5 o n BAND OR RIM JOIST TO JOIST PER JOIST 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: a.This table is based on 180 ultimate design wind speed and a 4E-foot mean roof height. 3-16d COMMON shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, 1 / 5 1.25 27 BUILT-UP GIRDERS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM 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 b.Fasteners shall be installed at opposing ends of the wood struc�ural panel. 1 / 6 1.20 AND BEAMS STAGGERED ON OPPOSITE SIDES z A. Minimum net clear opening of 5.7 square feet, Fasteners shall be located a minimum of 1 inch from the edge of the panel. Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER FACE NAIL this section shall be posted near the electrical panel or water heater b the builder. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 3-16d COMMON W opening of 5 square feet. P P Y B. Minimum net clear opening height shall be 24 Inches. not less than 2 inches into the building frame. Fasteners shall be located not less than 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX(3") OR Q W J z z C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2-1/2p,) EACH END, TOE NAIL > O D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". d.Where screws are attached to masonry or masonry/stucco,they shall be attached from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. WOD STRUCTURAL PANELS SUBFLOOR J Z N WHERE Basement contaiin more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q O f-'- co an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN 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 (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING 3:= X () W E -o It shall be the responsibility of the General contractor or his subcontractors to submit Glazed protected from wind borne debris. W = N Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 DESCRIPTION OF SPACING OF FASTENERS V z � = Q EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH NUMBER AND TYP U) LL. a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems new,existing or upgraded) Garage BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING W CO p g q g, 9 Y ( 9 P9 } ge door glazed opening protection for wind borne debris shall meet <5:12 z 5:12 <5:12 s 5:12 OF FASTENER PANEL EDGES stamped by a professional engineer if required by the Owner or Building Dept. ANSUDASMA 115. Areas within hurricane prone regions: SUPPORTS GABLE END WALL FRAMING �J 11. STAIR HANDRAIL: R311.7.8 Provide 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. 12 214 201 263 247 6d COMMON(SUBFLOOR,WALL) - 1/2 8d COMMON(ROOF) 6 SEE NOTE A 6 continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 30 3/8 Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight +- 6" DIAMETER -i Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 28 348 358 476 446 a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 32 1-1/S" - 1-1/4" 10d COMMON NAILS 6" 12" r and the handrail. see code for exceptions. Refer to Code for grip sizes specifications. r` Label all panels and store in a clean dry area of the house. P 9 P P ,.�- 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 1-1/2"GALV, ROOFING NAIL 3" 6" 0 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" y' '1", "II", "III", "IV", OR"V° i6"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING � W 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 ! REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 FIBERBOARD SHEATHING CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" o Z NO MORE THAN 4 INCHES APART. EXCEPT,the triangular openings formed PANTONE#187 16"O.C. 48 599 559 745 697 N Z by the riser, tread and bol.tom rail of the guard nail at the open side of a stairwayN are permitted to be of such a size that a 6 inch sphere cannot pass through. Lu 35 1/2" GYPSUM SHEATHING 1-1/2"GALV. ROOFING NAIL 7" 7" 0 Q Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured t TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" J vertically from the nosing of the treads. REFLECTIVE WHITE FIELD F1 � DECK LEDGER TO BAND.JOIST CONNECTION � � U 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window ,' -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood JOIST SPAN TO RESIST WIND PRESSURES TABLE 8602.3 (3) p g �,;.-- p yw CONNECTION than 72 inches above the:finished grade or other surface below on the exterior �-� ~' '" Panel, Attached to DETAIL <s' 6'1"To 8' 8'1"To 10' io'1"To 12' of the building,the window must be provided with a window opening control device '- '- � DESIGNATION FOR STRUCTURAL Frame in accordanceMIN.WOOD WALL NAIL SPACING that compiles with R312.2.2 Window Opening Control Devices. COMPONENTS THAT ARE OF 1/2" DESIGN CRITERIA 1/2 DIA. LAG SCREW 30" 23" 18" 15" MINIMUM NAIL MIN WOOD STUD TRUSS TYPE CONSTRUCTION STROKE with Table R301.2.1.2 & 1/2"MAX.SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL SPACING EDGES FIELD 00 00 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in THICKNESS accordance with R302.1'I thru 8302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code Wind speed: 140 1/2"DIA.THRU BOLT PANEL SPAN RATING installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS of New York State & 1/2"MAX. SHEATHING 36" 36" 34" 29" "R" ROOF FRAMING NO O StOrIE'.S: 6d COMMON NAIL Fireblocking materials R302.11.1 shall be as follows: Mean Roof Ht: 30 ft (2.5"X 0113") 1.50 INCH 2410 7116" OR 1/2" 16" O.C. 6" 12" I®I 11 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 8d COMMON NAIL 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" 2. 1/2"gypsum board - WINDOW UNIT BldgLength per Ian 1/2 DIA. LAG SCREW (2.5"X 0131") UNDER SECTION 602 OF THE BCNYS g P P 13" 11" 10" 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance &1/2"MAX.SHEATHING with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bldg aspect ratio: 3:1 1/2" DIA.THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 � � � 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 112"MAX. SHEATHING 24" 21" 19" t� UL 263,for the specific applications Nailing Sehed; Table 8602.3(1) Applicant shall provide engineered wood placard GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Q THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS �, Q on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED FRAMING SPACING NAILS SCREWS TO WOOD FRAMING Z UO TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) .--a OF FOUNDATION MATERIALS Residential structures with Truss type construction, 1/2" CEILING EITHER DIRECTION 1 S"O.C. 7" 12" 5d COOLER NAILS H Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL WALL EITHER DIRECTION 16"O.C. 8" 16" '? M .� CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration Refer to General Notes for Panel CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS MM 72 by .0 Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 5/$ WALL h+� Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. EITHER DIRECTION 16"O.C. 7" 12" ON Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT ® CIZ r, v Sand,silty sand, clayey sand, silty gravel and clayey gravel EQUI LONG 6d COATED NAILS OR �., San silty SM, d, GM and GC) 2,000 psf 5/8„ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. O M BENEATH PERPENDICULAR SCR SHALL COMPLY WITH HABITABLE ROOMS C S CTION R702.3.5.1 O Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall frame- shall rtspppeSi-6 inches o.c. WIND DESIGN SUBJECT TO DAMAGE FROM Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be pa.4, Q a.When soil tests are required by Section 8401.4, the allowable bearing capacities of the soil shall be art of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. G�° ( J 1, g p p GROUND SPECIAL SEISMIC FROST FLOOD SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FREEZING ANNUAL Q' F SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP LOAD REGION ZONE CATAGORY DEPTH are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. M MODERATE 1 20 LBS 140 NO NO NO B SEVERE 3-0 TO HEAVY 11 YES NO 1500 or less 52.1 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.[NY]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. 9 01901 y0� 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. I OF M��� o -- I; rw Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �. o TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS a Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED L a. M: ° a o T] fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° ° ° Min.3"x 11-1/4"net header Header / 6-16d sinker nails • _ _•_• _ _•_ _ _ _ _ _ R SHEATHING OR END JOIST CONTINUOUS A LENGTH OR END JOIST IM VE KING °, ° ° ° shall occur a o wallfasten top plate to header with • ; ; , , , METHOD WSP� EXTERIO SH I G LONG LE G CONT INUOUS R ADDITIONAL FRAMING FULL HEIGHT BLOC ° t top f ° PER TABLE R602,3(3)-FASTENERS 6" MEMBER DIRECTLY ABO @ 16 OC ALONG h II ° ,I II ISI i, ON EDGE, 12"FIELD. INTERIOR SHEATHING OF BRACED WALL PANEL BRACED WALL PANEL ° 4.9__9- BRACED WALL PANEL °i Header shall be Top plate continuity is i two rows of 16d sinker nails @ 3"o.c. •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 I' kin stud with VARIES BY FASTENERS 9 Braced wall line 2-16d NAILS EACH SIDE I I i• I 6-16d sinker nails continuously sheated ,I N with 1/2"wood Minimum 40001b header to jack-stud .I hI LI METHOD CS-WSP: a, x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening m structural panels ° •I I•I AS PER TABLE R602.3(3) Q j° pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing 7 ` EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3-8d NAILS = ° a, �° ° Z •I I I WITH 8d COMMON NAILS BRACED WALL PANEL 8d 6"O.C.ALONG @ c I° Minimum de of headerop jack-stud strap O °� BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER � � ° ° .I (0.131 X 2.5"LONG) BRACED WALL PANEL o on both side of opening opposite side of ° Panel splice edges shall occur over BRACED WALL PANEL m sheathing ° and be nailed to common blockin .l AT 6"O.C.ON EDGE AND 12" O.C. a L ° g g IN FIELD rn _ ° within t:he middle 24"of the ortal- BRACED WALL PANEL ° ° e Min. Double 2x4 framin covered with minimum p �__ le hei ht. One row of 3"o.c.nailing IBRACED WALL PANELLi x u __ __ ° BRACED WALL PANEL BRACED WALL PANEL L 112"thick wood strucral panel sheathing - g g g l: BRACED WALL PANEL g X i° is required in each panel edge. ` 1— I I BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3' o.c. in all framing ° > _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG �° (studs,blocking,and sills)typical ° if needled I•I 3-16d @ 16"OC ALONG I (D I I l' 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 o O @ i 2'to 18'(finished width) W I'I l'I I. WITH TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER Min Double 2x4 or BRACED WALL PANEL !° TABLE R602.3(1)FOR EXTERIOR WALL !, Min. length 16" 2x6 King&Jack stud 112"renin.thickness wood structural _ •Fi. — _ _ J' SHEATHING ! per Table R602.10.5 panel.sheathing W _ •. _ _ - 4. CONTINUOUS RIM OR CONTINUOUS RIM OR I. No.of aMin clk studsoser I'I l' VERTICAL JOINTS IN PANELS SHALL OCCUR (2)2x4 typ, Table R602,7(1&2) 'I . ,,I R END JOIST 1 P ¢ END JOIST Min. }j •I I I OVER AND BE FASTENED TO COMMON STUDS. I. ° a—a ° Min. 2d 1/2"Diameter anchors 2-16d NAILS EACH SIDE insta le per section R403.1.6 7 •I I,I I I I' HORIZONTAL PANEL JOINTS IN BRACED I, with 2"x 2"x 3116"plate washer Z Q WALLS PANELS SHALL OCCUR OVER ,I �-: N I I AND BE FASTENED TO 1-1/2"THICK INTERIOR � I. FULL HEIGHT BLOCKING ,i SPACING �•i �•i COMMON BLOCKING CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING I' MEMBER DIRECTLY BELOW ,I I•I I•! 1• FULL HEIGHT BLOCKING 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG W BRACED WALL PANEL _O 'I I I 1 I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 f— Z W }„ ,I I•I I•I I, I0 W Z z •! I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to Q 0 < •I I I I I I• BRACED WALL PANEL CONNECTION WHEN Band or Rimjoist with nail sole plat Attach Sheathing nail sole plate '^ J ' , i •,_ _ _ _ i, _ _ _ �•,_ _ _ _,• BRACED WALL PANEL CONNECTION WHEN 8D common nials j... ,, to joist perBand or Rim joistwi to joist per \JJ u,JPARALLEL TO FLOOR/CEILING at 3"o.c.Top an ° sub Floor nailing sched. 8D common nials oo a nailing sched.PERPENDICULAR TO FLOOR/CEILING Bottom -- - at and ° FRAMING °e o° p °o Rim Joist (� W D FRAMING Rim Joist Bottom ° ° per Plans U) FAE�TENING REQUIREMENTS FOR ° ° ° ° ° ° ° ° ,,� (W Q Q BRACED WALL PANEL AS PER nchorBoltsand O W Holdowns per plans Z 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 a- Z U O p o F- CEILING OR FLOOR JOIST � J N DIRECTION Simpson 1-1/4" galy. x 20 gage 0- Im �' ENDWALL—� H2A Stud To Rafter ENDWALL Connector Were the distance is SIMPSON H2A coil strap with (5) 8d common N between 9-1/4"to 15-1/4" nails in each end at each rafter. at each Rafter. With FLOOR AND CEILING JOISTS Typical Metal provide blocking @ �� o c E. .y DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR is oo (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter PROVIDE@STRUCTURAL RIDGES ° �'- AFStrapping _ q am'Z O E JOISTS-SEE PLANS braced wall panels „ 0 D, o A at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field Each Rafter on Each side : s -q E ° a 5 r { 11 'n w+ L y N� 5:8 Hvrizontallyattached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing of Ridge to have a Simpson 6 m " o BLOCKING K shall have Solidlywood lBlocking c c•- w o TYPICAL pall Plywood Joints _ Schedule Dw 1 'm m c o•� o `o �' m � `o g- LSSR skewable hanger. t = o AT 48"OC @ �' 2 o 8 2-BAYS IN SIMPSON H2A c c- ; a `o Solid blocking between at each Rafter. With ;, )1E .0 3 L 3 BLOCKING @ 48 INCHES ON CENTER g 1-1/4 x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter ;� o o &,- U) Strap with (5)-8d common nails --- S �, a� plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate �•�® N CU SECTION A-A along length of braced wall (5) 8d x 1-1/2" nails in Stud in each end. catch jack studs Look Out Blocks °° ��' L = = N 0 3 o Comer Holdowns and window or door Header. �;; °? o o Z5-0 panel. END WALL BLOCKING DETAIL for locations 6�1 or Equal ' • N . -" a 5 c m _m o Refer to plans ° t t•9 w. m L= E o C.- .- Typical each side and ALL Less than Gable End Wall ° \ N 2 N if required windows and doors. a m c a E FOR FLOOR AND CEILING BRACING to 12" U U)cu Er co E a.=_a RIM JOIST BLOCKING BETWEEN RAFTERS as BRACED WALL PANELS NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sul strapping See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP R802.3 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD vJ 4 5 N.T.S. 6 7 2-1/2" LONG Q OF THE ATTIC SPACE AND ATTACHED J WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE H 9 TO THE RAFTERS WITH 4-8D NAILS O — THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. EACH END Q r) � W 2X P.T.LEDGER; MUST BE ONE SIZE J CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD O 0 NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC = W EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR i I SYSTEM.VINYL RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 410 X 3"WOOD SCREWS OUTER THIRD CUT THRESHOLD CAREFUL L see Schedule on DWG-1 i I TOP AND BOTTOM RAIL FLASHED&CAULKED TO AT 6"OCC. AND COLUMN COVER AND POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I I OF SPAN ONLY LENGTH PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS 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 �gl SIDE COVER 2"MINIMUM SIMPSON LUS26 @ 2X6 SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS I•°•• NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 114 JOIST 0 THAN 50% AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH,MAX. (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE SPECIFICATIONS. GRADE CONNECTOR SCREW "MIN. 1/6 JOIST CLEAR o O 112"DIA.GALV BOLTS WI ADHESIVE ANCHORS:HIGH-STRENGTH 1/3 JOIST DEPTH, MAX. I S PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 2 x JOISTS I 1-- METAL TIE FASTENED ACROSS AND "'= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR DEPTH, MAX. NO Q TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-112"SCREWS O USE WITH THREADED ROD Use 1-1/4" Metal N Z NOTCH WITH 8-10D NAILS EACH SIDE2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON �, ALLOWABLE LOAD PER TIE:840 LBS o: Coil Strap 20 Gage N NOT LESS THAN 4 LOCATIONS SPACED EQUALLY {3)10D THREADED NAILS OR WEDGE ALL WEDGE ANCHOR 811 ~--SAND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS Solid sawn joist and rafter " 12" Min _ � � p g r- o ¢ �,., �,. (5) 8d common nails TOP PLATES R507.6.2 SIMPSON H2.5 AT 12"DIA.CAST-IN-PLACE = W W in EACH END at W > OR FOOTINGS MUST CONCRETE FOOTING, DOWN notching and boring I rl'1 Its. EACH Stud. Q W v PIPE d: �•, BLOCKING EACH JOIST TO VIRGIN SOIL ¢ SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM BEAR ON SIMPSON BC UNDISTURBED (MIN 36"BELOW GRADE) NTS 8d @ 6" oc Along 0 ALLOWABLE LOAD PER TIE: 1,825 LBS BETWEEN EACH ° MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" POST GIRDER SOIL PENTRATION OF EACH END OF DECK: JOIST CONNECTOR Braced Wall Panel FIGURE R602.10.8(1) FIGURE R602.6.1 MAXIMUM OVERHANG:4" P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO To CDEINTER OF A.LAG To PLATED,SITUDLLED CONNECTION R PORCHES & DECKS NTS WALL TO WALL STRAP ACC OMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE NTS TFC 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 �vh WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized StrapHot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails w TOP PLATES TOP PLATES SEE TABLE 507.2 FASTENERS at each stud Strap may be attached OVER at each Stud with (5)-8d common nails a (.I� IN 2 ROWS at each stud the plywood OR directly to the may be attached OVER Strap may be attached OVER 'Q+ t the plywood OR directly to 11M w , © UO @ O 5.5"MIN FOR 2X8 '= Studs. the plywood OR directly to 5"MAX 6.5"MIN FOR 2X10 Studs. Studs. STUD BORED HOLE MAX. STUD O O O 7.5"MIN FOR 2X12 - BORED HOLE MAX. DIAMETER 60% O O O O cV rap strap under sill DIAMETER 40% (PERCENT)OF STUD M (PERCENT)OF o DEPTH �0 4- and attach to sill plates „ c BLOCK SOLID Ir 3-16d @ 16 oc Along o STUD DEPTH I I it , c BETWEEN JOISTS '� bA oo •0 5/8"MIN. 5/8"MIN. 5/8"MIN 5/8"MIN. 2 MIN LAG SCREW OR THRU-BOLT ,a Braced Wall Panel - o TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD T314"MIN —rnp ° , °" " • " (V r� •*- N V NOTCH MUST NOT j�lllI; °`;` N FIGURE R602,10.8(1)NOTCH MUST NOTo EXCEED 40% • '. '• O M EXCEED 25 /o (PERCENT)OF (PERCENT)OF o STUD DEPTH o STUD DEPTH O PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD p U IF HOLE IS BETWEEN BORED HOLES SHALL C > ��� A,7 NOT BE LOCATED IN STRAPPING 1 •, '� 'Si BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) 60%(PERCENT) N SECTION OF THE CUT Applies to Garage Wall and Wrap strap under sill NOT BE LOCATED IN STUD DEPTH THEN THE SAME CROSS OR NOTCH IN STUD I=III= and attach to sill plates s-ruD MUST BE DOUBLE -*DISTANCE CAN BE REDUCED TO 4.5" N .A SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction OR NOTCH IN STUD SUCCESSIVE STUDS =III • ' 1-1/4" METAL , ARE DOUBLED SPACING IS REDUCED TO THAT OF III STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS AT EACH JOIST , � TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR s WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6 1) �., Q 0 Q.t ( FIGURE R602.6(Z) FOUNDATION-SILL-STUD < � rgp1 O NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING T y BORED HOLE LIMITATIONS FOR EXTERIOR 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 OF NE`N ` 16 WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR 1 7 OR MANUFACTURED FROM 6185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST NON-BEARING WALLS r Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation way for access thin profile structural glued together see plan W/ ATTIC INSULATION ceiling line Exterior Fill entire Cavity to CONTINUOUS BEAD y sheathing as draftsto and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing eala Insulation dams g p support OF SEALANT subfloor behind tub Tub attic hatch - R-vat Non-combustible sealant Base plate prevent loose-fill blocking insulation from Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to' � Air Se I exterior insulationre uiremen access opening Sealant or „ OR GASKETED TO RIM Continuous B� wall 1/4 structural sheathing JOIST/RIM CLOSURE floor , Gasket falling through of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access adhesive �' at perimeter and seams. ::E solid blocking SILL PLATE INSTALLED „ V Sealant EXPANDING FOAM SEALANT •,� 1 min Ri Id or rigid insulation Weatherstripping Adhesi Casing------ „ A Pre-Fab Fireplace OVER g sealed around pp g Panel Seal stairs 1/2 G Wall CONTINUOUS BEAD OF SEALANT7t—SEALANTInsulation. Air frame a Gyp. Refer to manufacturers four edges `Pull-down gap z 1 x2,Stop Board oRYwa,��cEiurHv�NG FIXTURE specs for installation manual Sealed at perimeter staircase with caulk Sealant 1/2 plywood finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing ~ (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (ED DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS PULL-DOWN STAIRCASE INSULA - EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION DETAIL TION AND WEATHERSTRIPPING """�"'"•" O AIR SEAL DETAIL t� PREFAP FIREPLACE TO BAND JOISTS z ATTIC HATCH DETAIL �ti This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products - W 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 r:-sa Attic S+nir Covor Section N1109(R503)Alterations Eave baffle installed �'" Z N1109.1 (8503.1)General r , �-• . . � Q t to soffit and eavedjacen GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for adjacent �- * • .. - new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend over '` Z LLI Table R402.4.1.1—Air barrier and insulation installation. conforming with the provisions of this chapter than the existing building or structure was the t0 of the attic insulation �"' All design &construction in compliance and built accordingly to the prior to the alteration. p O U 2020 Energy Conservation Construction Code of New York State. as per chapter 11 TYP. ROOF CONSTWTABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Alterations to an existing building, building system or portion thereof shall conform to the (8402.2.3) �-- Z z AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. provisions of this chapter as they relate to new construction without requiring the 2 X CJ W/ INSULATION 0 ED COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAIunaltered portions of the existing building or building system to comply with this chapter. d Q All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy efficiency, Typ Fascial AS PER DRAWINGS _ J p g NYS mechanical code,2020 energy conservation consevation code of NYS. N OR HERS RATER Q W W General y�continuous air barrier shall be installed Air- ermeable insulation shall not be used as a sealing material. [ Y] N1109.1.1 (8503.1.1)Building envelope Soffit see � re uirements in the buildin envelo e. Building envelope assemblies that are part of the alteration shall comply with 0'" q g p` Section N1108 (8502)Additions Section N1102,1.2 or N1102.1.4, Sections N1102.2.1 through N1102.2.13Const. Dwgs , Q LU Exterior thermal envelope contains a N1102.3.1, N1102.3.2, N1102.4.3 and N1102.4.5. SEALANT W V N1108.1 (R502.1)General Exception:The followingalterations shall not be required to comply with the requirements air barrier. Additions to an existing building,building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: U) W Breaks orjoints in the air barrier shall be provisions of this chapter as they relate to new construction without requiring the Typ. Exterior Wall O Q sealed. unaltered portion of the existing building or building system to comply with this chapter. Storm windows installled over existing fenestration. Existing ceiling, wall or floor cavities See Const. DwgSn z An addition shall be deemed to comply with this chapter where the addition alone complies, exposed during construction provided that these cavities are filled with insulation. O Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The where the existing building and addition comply with this chapter as a single building, Construction where tlhe existing roof,wall or floor cavity is not exposed. installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than ry O C recommendation and said density shall be maintained for all volume of the existing building.Additions shall be in accordance with Section N1108.1.1 or N1108.1.2. Roof recover. each cavity. Batt type insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed F � 10— m � U N1108.1.1 (R502.1.1)Prescriptive compliance during reroofing shall be insulated either above or below the sheathing. Surface-applied maintain an even density for the entire cavity. Batt insulation shall be 9 9 9• . l Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. window film installed on existing g P sin le- ane fenestration assemblies to reduce solar heat gain installed in the recommended cavity depth. Where an obstruction in provided that the code does not require the glazing or fenestration assembly to be replaced. RAFTER SEALING AT ATTIC EAVE Y "' • '"" �, ;n the cavity due to services,blocking,bracing or other obstruction N N1108.1.1.1 8502.1.1.1 Building envelope E.s [ ( ) 9 P Alterations which replace less than fifty percent of the luminaires within a space, provided 0 exists,the batt product will be cut to fit the remaining depth of the New buildingenvelope assemblies that are art of the addition shall comply EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o rw. P P P Y that such alterations do not increase the installed interior lighting power. cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. rn �, 8 o o shall be placed to fill any surface or concealed voids,and at the N1109.1.2 (R503.1.2) Heating and cooling systems �-� E `°' ° a 8 L manufacturers'specified density.Where faced batt is used,the Exception:Where unconditioned space is changed to conditioned space, the building L C o o-- '� U cn O U C D = 4 ° P 9 P 9 New heating, coolinc and duct systems that are part of the alteration ���"�� o ° = y� >, installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Seetion N1103. LOW DENSITY SPRAY FOAM C = o a o s ff_o no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION, R VALUE IN are part of the project, is less than or equal to the Total UA generated for the existing building. Exception: Where dLCtS from an existing heating and cooling system c c -� ' 1 = D 0� m °- �, °. o � F � ' �a,mco•� oo moo m 22 to uw � � stapling installation tabs. Rigid Foam or ACCORDANCE WITH ''� t` ! = a U ° are extended, ducts stems with less than 40 linear feet in unconditioned spaces shall not g c _ o a - ° N1108.1.1.2 R502.1.1.2 Heating and cooling systems y p Wood Blocking HERS REPORT - c. i I i °•-- E o ° 3 Insulation that upon installation readil conforms to available space ( ) g g y be re uired to be tested in accordance with Section N1103.3.3. 9 C ---� --''`� + ; w �'° 3 L ° _ 3 ° p y P New heating,cooling and ducts stems that are art of the q as backdam f I ' t o o o"o ° ° n °' shall be installed filling the entire cavity and within the manufacturers' g° g Y P TYP. ROOF CONST. � ° i f = m " a� ° �, °' ,n,L 5 density reconunendation. addition shall comply with Section N 1103. N1109.1.3 (R503.1.2)Service hot water systems New service hot water systems that are part of the alteration y 0 C ° o ° ° o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceilin /soffit shall be aligned with the Exception:Where ducts from an existing heating and cooling system are extended to an addition, shall comply with Section N1103.5. Roof underlayment 2 X CJ W/ INSULATION �`~— 5 .+"'� ' - _o Pp y pp g gme P Y ;;, •. D 6 U" = C ceilin /soffit shall be aligned with the air barrier. duct systems with less than 40 linear feet in unconditioned spaces shall not be required sealed to drip edg D COc w ° ° y ° g g AS PER DRAWINGS '~W 2 2 m 2 L ui c V to be tested in accordance with Section N1103.3.3 N1109.1.4 R503.1.4 Lighting New lighting systems that are art of the �' m�, z < ti ° ° = a� o insularion and any gaps in the air barrier ( ) g g g g Y P OR HERS RATER r" `�"--.�,_'' �, = a E �, ° m ° S w alteration shall comply with Section N1104.1. °' ° sealed. N1108.1.1.3 (R502.1.1.3)Service hot water systems l i' i+ g o m E a.=o a New service hot waters stems that are art of the addition shall comply with Section N1103.5. Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at y P P Y Exception:Alterations that replace less than 50 percent of the Soffit see wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. luminaires in a space, provided that SEALANT { I Const. Dwgs N1108.1.1.4 (R502.1.1.4)Lighting such alterations do rot increase the installed interior lighting power. shall be sealed. New lighting systems that are part of the addition shall comply with Section N1104.1. non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated N1109.2 (R503.2)Change in space conditioning �;;, j•,,, ,,,,,,;,,;,•, plate shall be sealed.The junction of tic by completely filling the cavity with a material having a thermal Any nonconditioned or low energy space that is altered to become conditioned z p p p p space shall be required to be brought into full compliance with this chapter. Typ. Exterior wall 1J ', to late and to of exterior walls shall.be resistance of R-3 per inch minimum. J J sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2}' Q _ installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) 0 and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS Q ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Itim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE 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 41 DEG N 15 DEG 86 DEG 1.00 70 DEF F 75 DEG F 55 DEG F cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUMIDITY HEATING COOLING OPENING WINDOW NG LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 11 DEG F 15 MPH 7.5 MPH 72 DEG F MEDIUM 40% 32 GR @ 50%RH Shall be covered with a Class I,black permanent) attached to the crawls ace walls. LU vapor retarder with overlappingjoints y p FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDENTIAL BUILDING CODE TABLE R301.2(1) N F_ taped. Winter Design Temp: - _ _ _ _ _ _ _ _ _ _ _ _ _ - N Z Shafts,perrctrariorts Duct shafts utility penetrations,and flute 1.Interior spaces intended for human occupancy shall be provided with an indoor temperature TABLE M1505.4.3(2) C of not less than 68°F at a point 3feet above the floor on the design heating day WINDOW r Q shafts opening to exterior or 2.System design shall be based on max 72°Fheating,minimum 75°Fcooling INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa b = W unconditioned space shall be sealed. 3.Degree days(NY LaGuardia)4811,Winter Design Temp 15°F, Dry Bulb 89°F, 24" U4SPHERE CANNOT LLJ" APPROVED WINDOW M —� Wet Bulb 75°F(20201PC Appendix D) RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) j 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION Q 4.As per NYSBC 2020 Chapter 16 section 1609 and ASCE 7 2016, SEGMENT DEVICE CONFORM TO Q W U wind exposure category and surface roughness isB fA Narrow cavities Batts in narrow cavities shall be cut to fit and installed to 5.Use C for both South Shore and Fire Island FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or Factora 4 3 2 1.5 1.3 1.0 FINISHED FLOOR 8312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space. a. For system FINISHED GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR run time va'ues between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Asir sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. LOCAL EXHAUST RATES TABLE M1505.4. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal AREATO BE EXHAUSTED EXHAUST RATES envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. TABLE M 1505.4,3(1) ].OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 8312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS CONTINUOUS " • .. ... ' ' AIRFLOW RATE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or REQUIREMENTS 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION N gaps or compression where cut to fit.Insulation that on BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO t, installation readily conforms to available space shall NUMBER O F BEDROOMS , p , ,. „ • , „_- FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. 3, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW INTERMITTENT OR 20 CFM CONTINUOUS OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 '� V, Slio«•er/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be FLO CR AREA 0 — 1 2- 3 4- 5 6 -7 > 7 exterior wall showers and tubs shall separate them from the showers and insulated. (square feet) tubs. Airflow in CFM N1101.14 (R401.3) (Mandatory) Certificate 00 Electrical/phone The air barrier shall be installed behind electrical or box on exterior wall communication boxes or air sealed boxes shall be installed. < 1,500 30 45 60 75 90 A permanent certificate shall be completed by the builder or other approved party and posted on a wall -o o in the space where the furnace is located, a utility room or an approved location inside the building. o HVAC register HVAC register boots that penetrate building thermal 1,501 — 3,000 45 60 75 90 105 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® � boots envelope shall be scaled to the subfloor or drywall. C:1 � directory label, service disconnect label or other required labels. The certificate shall indicate the �/ o �: cnct Concealed When required to be sealed.concealed fire sprinklers shall 3,001 — 4,500 60 75 90 105 120 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers ordy 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; — O manufacturer. oils ietweenfi other aprinile sealants shall not 4,501 — 6,000 75 90 105 120 135 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results `F��, T D C,S� be used to fill voids between fire sprinkler cover plates and walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. 6,001 — 7,500 90 105 120 135 150 Where there is more than one value for each component, the certificate shall indicate the value a covering the 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. > 7,500 105 120 135 150 16s cooling and service water heating equipment. Where a gas-fired unvented room heater, z electric furnace, or baseboard electric heater is installed in he residence, the certificate shall For S1: 1 square foot=0.0929 it , 1 cubic foot per minute = 0.0004719 1113/s. ectrfubdlihaetr �� �� �� �� �� �� indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, ,6 0 9010 y04 as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, NE electric furnaces and electric baseboard heaters. 1 ®sa"ses�,a�ss�ln� TYPICAL BASEMENT FOUNDATION IN ACCORDANCE WITH CHAPTER 4 15'-0" TABLE R404.1.2(8): 8" CAST-IN-PLACE WALL : HORIZONTAL REBAR PER TABLE ---- ----- R404.1.2(1) - SEE DWG-1 NOTE #6. --- VERTICAL REBAR: #4 @ 41" OC TYPICAL FOUNDATION -8'-0"HIGH ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING Crawl Space Ventilation: IN ACCORDANCE WITH CHAPTER ; W/ 2 - #4 REBARS CONTINUOUS IN FOOTING. the total area of ventilation openings ' TABLE R404.1.2(8): 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE 8' CAST-IN-PLACE WALL WITH I I o may be reduced to 1/1500 of the 0 HORIZONTAL REBAR PER TABLE ire SHIELD, EXTERIOR DAMP-PROOFING, ALL under - floor area where the ground R404.1.2(1)-SEE DWG-1 NOTE#6. ' ' ' ' FOUNDATION FOOTINGS TO EXTEND TO ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING, surface is treated with an approved �-- ; ; 24X16 SLIDER 2-2 x 6 ACQ SILL PLATES,COPPER TERMITE - __ ____ --------------------- __________ VIRGIN SOIL & BE FULL HEIGHT OR STEP vapor retarder material and openings j SHIELD,EXTERIOR DAMP-PROOFING, ALLFOOTINGS 1V TO 2H FOUNDATION FOOTINGS TO EXTEND TO ; ,; ; o a o are placed so as to provide cross ----------------- VIRGIN SOIL & BE FULL HEIGHT OR STEP I ' 1` ' ° ° r-------------------------------- -----� °° ventilation of the space. �� ��, Q FOOTINGS 1V TO 2H ' ' ' ° ' ' ' 1 One such vent opening shall be ,-"------ ------ z --------- ' within 3 feet of each corner of said building. W 2 x 6 DECK JOISTS @ 16"oc I , C ; D ' ' b 2-2 x 6 P.T.GIRDER I 131-8t' 1 91 1 1 1 r 011' 12"DECK FOOTINGJI Oo i i SEE DETAIL 13 ON DWG-2 I I I XTERIR UNFIN. BASEMENT , p , I I LIG T 3-0 ' ° a ' ABOVE AS PER SECTION R506. o ; ' 19-11 1 11 UP 13R 1 4" CAST-IN-PLACE CONCRETE I ' I I SLAB W/6 MIL VAPOR BARRIER ; ; 2'-6" 2'-6" W Ur) ' ' ' I I 4 I OUTSIDE BASEMENT ENTRANCE ' " CONCRETE WALL W/ #4 REBARS 24" OC 1 a 2x10 FLOOR JOISTS_ 10 CONCR @ ; F.D.®. zo ; @ 12"oc c0 �3 �' B A Q � z VERTICAL & HORIZONTAL REINF ON 1 • c°Z Z MIN 36" X 8" FOOTING W/ 3-#4 REBARS `-_-----' ; �� 9 9 � Q z 4" CONCRETE LANDING & _ _ _ _ _ _ _ _ E3~ o o � TYP Crawl Space Vent v^ J W 4" DRAIN TO DRYWELL, CONCRETE STAIR — +I ; a a� I 8"x 16"aluminum Q MEETING R311.7 - STAIRWAYS. _ ° ' ° _ foundation vent. W o "DUTCH"SHELF CO ' ' �; min 45 sq in of net � i ' ' HANDRAIL PER R311.7.8, 34"-38"ABOVE 3'-3"x 2'-0" `'' ° ' V-6"x 8" V-6"x 8" free air per piece. 1 1 W N , Q ------ ----- ` ' 1 NOSING. 36" HIGH GUARD RAIL ON r -------------r +------------------------- + +------------ ----------------------------------------------------------- 1 I N _ � W 1 � TOP OF CONCRETE WALL. - ' ' ' 1i•` b I 1 1 1 I I TYP. 1 DOWEL ; ; ; ; ; ; 1 I 4 (1 N ----- ' i i CRAWL SPACE -------------------- � CRAWLACCESS. THROUGH FOUNDATION ; ;� 2"CONCRETE SLAB ON •--- ---- ---- ----' MINIMUM 18"X 24" ' 'X 4"BASE COURSE OF CLEAN `° o TYPICALANCHOR BOLT -R403.1.6 THROUGH FLOOR:MINIMUM 18"X 24" i ii•� GRADED GRAVEL OR SAND. ; ; O MAXIMUM SPACING: 1/2"@ 72"O.C. CO 6 MIL VAPOR BARRIER. ' SEE SECTION M1305.1.4 ,M , , EMBEDMENT OF 7"WITH NUT&WASHER. , , aXISTING IL 0 FOR ACCESS REQUIREMENTS I I I a 1 2 BOLTS PER PLATE AND HOLD AT LEAST 1 I »- c m y 1 C AW S AC A CE S - WHERE MECHANICAL EQUIPMENT ; ; ; % ; ONE BOLT- 12"MAX AND 3-1/2"MIN OFF ; ; ; ; D ` o o ` O +I z n o IS LOCATED UNDER FLOORS. a ' ENDS OF PLATES. c L m.� o = 1 , e — 10 `------------------------ i E 2 O 1 --- ---- ---- ----, O H 0 (O 1 1 1 1 I 1 , I "L'-U C O L0X J 1 `------------------------------------------------------' --------------------------------------------------- ------------------- ------------------------------ a o O dl C N m ----------------- ' o1.5 w 1 I I I G U V CI .-' •' O � tl o m II (V I r-------- ---------------------------------------------- ' TYPICAL FOUNDATION TYP. 0- u °Y I I c ° y am » ° ate..- o aoicmo Lc �i3oi I ' DOWEL PIN DOWEL I I �,._ 23'-11'/2'± I #5 STEEL DOWEL BETWEEN NEW i i o o 5 o m w a w M AND EXISTING FOUNDATIONS. PINS I ; ; c m I ti ARE TO BE SPACED MAXIMUM 12"OC I "1 t L m h n o ` 3 o E EXISTING � EXISTING BLOCK EXISTING 1 I N.`.G E to w •- VERTICAL AND TWO IN FOOTING �; PIERS(TYPICAL) CRAWL SPACE R408.4 ACCESS ' ' CRAWL SPACE ' ' M WITH A MINIMUM 8"EMBEDMENT I` co ; ; o o.m o 0 c m m•�E m O GROUT SOLID WITH NON-SHRINK 1 I 1 '�y m E M m ° Cni -------, HIGH STRENGTH 6ROUbT - --- m» z c z ¢ c m c m o ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ' EX 2-2X10 GIRDER ' ' I I I -----------------+ ' � °' -` f° " ° r- E ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM I i , I ' ' , , EX 2-2X10 GIRDER I _ I I L c n E m a� ° o o- ----------------1--------�---- -----_-----:_ - __------- ---------------------- - --- -x=====__-=====0 ==- °====-a= --_ =3=c======ccc====-_=_=====cccccx 3 I ' 1 H 5uim a H m E n.E o a OF 18 INCHES BY 24 INCHES,OPENINGS THROUGHAPERIMETER t==- -O`--'_________________"______- "-+______- ---___---- -` _ ------- =='O"`-""____=_____�_ °__ - -r0 - -'--- - - I- ' WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. ' I ' ' ' ' �-? ;- WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW ; ; I F- GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES ' L 1 qG ',", ' NEW 3"STEEL COLUMN ON o 1 ; SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE 0 EXISTI , c0 -� ° POINT LOAD ABOVE I I , I I 0 -' U I EXISTING FDN WALL.VERIFY ' ' ' BELOW THE THRESHOLD OF THE ACCESS OPENING. , , z X ° CRAW ? ° +I COLUMNS TYPICAL THROUGH WALLACCESS OPENINGS SHALL NOT BE LOCATED UNDER I I H 0 6 OPENI ; AND LOCATE UNDER POST I H O `li _ (TYPICAL) A DOOR TO THE RESIDENCE.SEE SECTION M1305.1.4 FOR ACCESS ; ; - OJ ABOVE(TYPICAL) w 0 Z I �'? SEE FLOOR PLANS II11 ____________________ ___ ____REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED , wJ �uVERIFY AND LOCATE ABOVE ' r POINT LOAD ABOVE ' o z I POST ABOVE UNDER FLOORS. i i x i i COLUMNS(TYPICAL) x N __ NEW 30X30X12" � � SEE FLOOR PLANS --- 1 `__________________ I CAST-IN-PLACE COLUMN -----------------• VERIFY AND LOCATE ABOVE I 1 I POST ABOVE � FOOTING W/3-#4 REBARS EA.W. •-----, 1 1 AND 3"DIA STTEL COLUMN----------------------------- ' ' C I EXISTING BLOCK ` -� -- EXISTING BLOCK I I I I PIERS(TYPICAL) Ln PIERS(TYPICAL) ; 1 2"SLAB 3'-6"± , 1V-2%" 1 I I p POST ABOVE ' ` I I I 1 I 1 1 I 1 1 1 I ' 2-2X10 GIRDER _ i i0 _ _ _i __ i i - ----_- -------- EX ; y = �_�__ _�====�F� =F�- -=---------=�=Fa) _ ��--� --------_- -- ---------- .. =1=====_=====x====='1 I I 1 I I ?- �- _ - - NEW TYP. ' ' i i i i ; N I i i -- - -f- -i-----------------+ FOUNDATIJRRIER 2x10 FLOOR JOISTS • EXISTING I I � I I �-------' ----• i-------- 3 o CONST. -N 1 I I 1 O +I I CRAWL SPACE , , @ 16"oc , c ' 1 I NEW30X30X12"MCAST-IN-PLACE COLUMN OFOOTING W/344 REBARS EA.W. w _ NCRAWL ACCESS: TYP CRAWL SPACE VENTEXISTING EXTERIOR ' ' i i i of ° z THROUGH FOUNDATION WALL:+ MINIMUM 18"X 24" FOUNDATION VENT.2X4 TREATED PLATE 1 I I �- 0 in 1 11 �" 8"X 16"ALUMINUMFOUNDATION CONST. I I cn p 13-4 _4' BASEMENT MIN.8"PC WALL ON I I ON CONCRETE =ON 6 MIL VAPOWITH 2X4 KNEE WALL I I , THROUGH FLOOR:MINIMUM 18"X 24"-_, w �- - + � MIN 45 SQ IN OF NET8' X 16"PC FTG- I , SEE SECTION M1305.1.4' ------------------------------ 1 FREE AIR PER PIECE. -----' W MIN 36"BELOW GRADE I I 5/8"MOISTURE GYP BD x �� z I FOR ACCESS REQUIREMENTS , F- ° WHERE MECHANICAL EQUIPMENT 04 O ' ------------------- __________ i �I POINT IS LOCATED UNDER FLOORS. N Z `- -�- LOAD ABOVE ---------------------------------------------' � U) COMPACTED , , ---' , o ' ii ------------------------'--------------+ COLUMN 1 N I ; T-3"x 2'-0" I 1 I --------------------- ------------------------------------------ - •---- -----------------------------------------' ' W — J I I I 1 TYPICAL FOUNDATION TYP. ° + ° I Q W Q ------------------- °------------------------------------------ DOWEL PIN DOWEL ; ° , io CRAWL SPACE ' +I U ------------------------ DETAIL - 0 I I� TYPICAL CRAWL SPACE FOUNDATION � � � #5 STEEL DOWEL BETWEEN NEW , , - 0 r 2"CONCRETE SLAB ON , I x SCALE; 1/4" - 1'-O" ; ; ; AND EXISTING FOUNDATIONS. PINS x 1 I I M o 4"BASE COURSE OF CLEAN ; I I I N IN ACCORDANCE WITH CHAPTER 4 ARE TO BE SPACED MAXIMUM 12"OC �f- GRADED GRAVEL OR SAND. I �� TABLE R404.1.2(8): `--_ -v--- ---v--° - 4 ---------------' ; ; VERTICAL ANDTWOINFOOTING � ; ------ ----"ILVAPOR-BARREER-------------------------' ; 8„ CAST-IN-PLACE WITH A MINIMUM 8"EMBEDMENT , + ' GROUT SOLID WITH NON-SHRIN4 ' v o _ , o' v o° WALL . - °4 ° ' - ' - P HORIZONTAL REBAR PER TABLE �..� I HIGH STRENGTH GROUT. N ----- ° R404.1.2(l) - SEE DWG-1 NOTE #6. EXISTING GARAGE SLAB 2' SLAB LEDGE ON 16"-x(8) CAST-IN-PLACE CONT. WALL FOOTING UNEXCAVATED ; ; u° _ EXTERIOR PATIO SLAB o TYPICAL GARAGE SLAB r i ; ; , 6' 4000 PSI CAST-IN-PLACE SLAB i W/ 2 - #4 REBARS CONTINUOUS IN FOOTING. -1 1 W/6X6 w1.4/w1.4 WELDED WIRE MESH 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE 4" CAST-IN-PLACE SLAB N i� 1 4 ; ON GRANULAR COMPACTED FILL. ; ; SHIELD, EXTERIOR DAMP-PROOFING, ALL I I W/6X6 W4.0 X W4.0 WWM PITCH SLAB AWAY TO DRAIN I PITCH SLAB-1/4"FT TO ; ; '� ' ° 1 GARAGE DOORS 1 1 1 ---; D FOUNDATION FOOTINGS TO EXTEND TO I I , , 1 ,. I--- -------------------------------------------------------------- LL HEIGHT R E N o I O STEP o ° - ° . spa FOOTINGS C & BE FU 1 1 ' TYPICAL ANCHOR BOLT -R403.1.6 v ^+ MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITHr-- ' 1 NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ~ ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. M � ' 1. Walls 24 inches total length or shorter connecting offset braced wall 00 panels shall be anchored to the foundation with not fewer than one anchor bolt j,�y O located in the center third of the plate section and shall be attached to adjacent ® ^" , U ' braced wall panels at corners as shown in Item 9 of Table R602,3(1). (Fastening Schedule) � ��/ I 1 -------------------------------------- -' 1 r'-'1 O F� IC2 25',,.4'/2'± 2. Connection of walls 12 inches total length or shorter connecting :__________________________________________________________________________________________ offset braced wall panels to the foundation without anchor bolts shall be permitted. MATCH EXISTING The wall shall be attached to adjacent braced wall panels at corners as show. Item 9 of Table R602.3(1). (Fastening Schedule) llJ FOUNDATION WALL KEY J 0 FOUNDATION PLAN SCALE: 1/4" - V-0" EXISTING FDN WALLS 17 77 77 NEW FDN WALLS �- r q 0; �1© pQ' C = _ _ _ _ 3 FDN WALLS TO BE REMOVED �p t�E`�ly t 93'-11'/2"± 5'-4'/z'± 44'-4" 18'-6" 25'-91 lo ol 4'-10" 15'-0" 4'-4" 6-4" V 4'-4" C25 I sx6POST C25 L0 TO RIDGE B A 2-2x12 2-2x12 i 9 9 _0 2x1 RAFTERS 16"oc 2x10 RAFTERS 16"oc I N I X cN�N Ncli N INN 19'-7" /� 00 J V O1 _r cli It J _ N I 3'_73/" 4'_011 4'_011 4'-011 f715'-2"± Z co - 3'-0" 3'/2"± 3'/"± W 10'-0"PLATE 4 � 10'-0"PLATE ���,// o C I HEIGHT ,, (` HEIGHT W z d O +1 r In 0 I - 1 I ! NEW `� Z N N N CD I N SUNROOM I N (�U 4 X Q W N I I +1 N ADDITION N � I I EXISTINGTRELLIN I I N M I ABOVE S BEDRM # 1 00 O V Z W / / 5 z' (72!X80 )1 304FREN CH DR � ooQz I 5/z I CXW15 CXW15 CXW15 CXW15 it it it it it it II it a it it a it � Q - - - - -- t77-1II II II II II II II II II II II II � J II II II II II II II II II II II II II v/ W __IL_ _IL___IL_._IL___IL___IL___IL___IL___IL___IL___Il___Il___Il__ -2X12 � 2-2X10 2-2X10 2-2x'12 ---I+- -��---I+-._Ir•---�+---��---�+---�*---I*---I+---I+---I+---+-- 4X4 POST I II II II II II II II II II II II II II 24'-5'/2 TO RIDGE 1 9'-1'/2" Q W L D II II II II 11 II II II II II 11 II II W ' II II II II II II II II II B'_3" II II II V I II II II II II II W O 5'/Z' II II II II II III II II II II II II +I W NEW KITCHEN _ J II II II II II II it II II II II II II 13 ME a Ln a l F~- N d II N II II II II II II II II II II II II O 7 ° ADDITION „� ..n I Y V cli (0 II II II II II II II II II II II II II CV O it n Z �+ D I U W = II II II II II II II II II II II II W II O O O •,O I 0 =O II II II II II II II II 11 II II II LU II O ' I W (3)1-3/4"x 16"LVL FLUSH W/ " J U' V X O II II II II II II II 11 II II II z II 2'-6" ` z o w I N o I- (2) 5/8"X 15.5"STEEL PLATE 71I, II „ „ a „ /1 m H O - ;I W n u n ,I X 16'I ILVL LUSH I n n U n LJ_ rL w LL �� n_ FWH31611S FWH60611APLR FWH31611S - EXISTING N EXISTING r J I "' LINE OF WALL ABOVE y�+ --;�I r - 2'-0" MASTER y DINING ROOM >� I I 70 2- 2W/1/ "x11" EL PL E.y 00 l I I =° _ ' �° BATHRM "- �•� X X J N 38'-1,1, � N 0 E y o L ± = rn m m = > 3 U_ r � mc o o?i�n I ifl� o J \ +I 18'-0'/z'± +I oc � �t � oc �� c 0 +1 CD r d cO � a 1-:1, o- •- , c0 O O N ' -, c n "-0 m m w `o N C X r ~ r O,r O 2 U '� U O I M O U NI co l CO 8'-0'/2'± 0 N 2 c 0 N� ?n 0 G 3 O Y +I I +I .- I O , n+ mr n a 3 t E �� o m _ _ _ 2,6„ } rl 6'-10"± 9-81/ _ oo ��� � aC�w� 2-2x10 r v N NEW TJI 360-16"-Floor Joists bar 16"oc a0 R N r Cl) � mcc� ' " h+ r W r (2)1-3/4"x 16"LVL FLUSH a 20Uzi-: a E t M 8-8 ± 4-4 ± 3-4 '� EXISTING � a = _ KITCHEN - - - - - - - - - - - — - - - - - � sa� me (D �• om +I I I > ' Z c Q N ca M c ami m o e n J +I +I N N -L- EXIST. I c0 i- �n LcoEm ma (0L) WET BAR NEW II X EXISTING N ~ � �� � ~ mEn�on EXISTINGNEW BATHRM IST HALL I PANTRY LIVING RM CLOS 6'-11%'� 1 Ill-1011 21-011 2'-6" 2-2x10 — 3+/z N �� J EXISTING FIREPLACE — — — ----- ----- > EP EP NEW r1+R ' 0 —--- ---- - -f Z � MUDROOM NEW O ;1-1 � �_ — �' 2X6 FRAME WALL �I X HALL 0D N - is I TO PICKUP 7"LVL �r EXISTING Z J� co M \ N o -- - --—-a REBUILD REMOVEAND N I z I CV n at1^ I 04 FAMILY RM zo 'n =z -2 - — — CLOSETS ~ +I o o J N EXISTING _-------- I L- _ — _ — _ (2)1 3/4"x 16"LVL FLUSH - - _ — - _ 0 1'2" vAs I U a C +I BEDRM # 2 � --- ------ C7 —-I ` _ u �� -0 3 g o / STUDY o -_-- �_ , „ 1 p l I I I I I I I T �, X d� r ---- - ---- I 1 I �-•' y N " NCVV I rAN' �n `�' 3 ------ ----- NEW STAIRCASE +I I I ITT I I .1 j D m , e n1 'I" I 1 I I I I I I M�C Q I O � __ , BATHRO ®I N w A �,+ ------ ____ J TO NEW SECOND FLOOR r c" 5-1/2"x 16"LVL FLUSH z Os Q -------- - _ _ I J I u -- - r 4'fi" N "" L+� 13'-2"± I I I i X o -NEW TJI 360-16"-Floor Joists Ccs 16"oc I ti `o 18'-6"± 15'-2"± EXISTING (2)1-3/4"x 9-1/4"LVL I UP 1 R I ' ;i. STAIR _ O7 I Q R302.5.1 OPENING PROTECTION. tilt -_ - GUARDRAILLLJ INSULATED SOLID CORE STEEL IIII TW2852-2 _ N F— IIII NEW EGRESS Q DOOR,20-MINUTE FIRE RATED. ,I„ WEATHER STRIPPED 1 1 NEW FOYER -1 N Z 1111 W/SELF CLOSING DEVICE. --��r- 2x10 FLOOR JOIST +1 ADDITION " Q EXISTING I ilii I 131-011r,. I I 15'-5'/Z'± 2'-0"± 8'-0"± T_ IIII @ 16"oc ' 0 co ro +I = W EXISTING ,'� 2 2x10 I Ihy+ 3-2x10 °_ 2-2x10 U J 2x10 FLOOR JOIST "" EXISTING 4 --JUI-- Q W (� @ 16"oc 2 CAR , , TW2852 - U TW2852 I I Ln nn GARAGEzo III, 5'-1"± I,II =1 I ' , 12'-0" 12'-011 THE EXISTING GARAGE CEILING AND �„` �EXISTING GIRDER \ _ Q I °° C? I 3/2 ' �� \ CONCRET PORCH WALLS SHALL HAVE A MINIMUM ilii &STEEL w rn 3/4 HOUR FIRE SEPARATION. "" COLUMNS b +I zo -}`� I- n BLUESTONE FIN. 'S, I I III[ N ' , �'� `7 LL \ " NEW WINDOWS: DISTURBANCE OF THE EXISTING GARAGE '--inr-' zo I I a J -3-2x10 FIRE SEPARATION DUE TO THE NEW ;;;; oo _ _ _ ir V Plans Indicate ANDERSEN series 400 Tilit Wash CONSTRUCTlC1NSkI�LLEiE--------------- r I , "--________ ___ :__:__®__ N=°=_=____ _______________®__________ ______ °__= I Model Numbers and shall belnaccordancewithR609rh I•--------------------------- - - -- - - I =1 ' ' RECONSTRUCTED TO A MINIMUM OF "l To be designed &installed as per manufacturers r- �, 3/4 HOUR FIRE SEPARATION. " -t 1U -- 5'-0" 5'-0" specification for 140 ultimate design wind speed Structural Note; r r OR PROVIDE NEW SEPARATION IN i "" 6X6 WQOD POST and Table 301.2(2), 301.2(3) ACCdRDANCE WITH CODE SECTION R309. ;;;; TRIM OUT TO Provide HP LOW-E4 glass; U = .28, SHGC = .28 ALL STRUCTURAL WORK SHALL ilii COMPLY WITH APPENDIX J 12"X12"W/AZEK EGRESS: shall meet R 310 SECTION AJ601.9 ; ; PROVIDE:HEAT ; till WINDOW FALL PROTECTION: shall meet R312.2 W 11 ' ' Substitutions made upon meeting Code. � DETECTOR PER R314.2.1 I "" I I 4'-0" 81-81/411 81-81/4" 4-0 a � See page one, general notes for additional U Mechanical sy:�tems � � � � I11� THE MECHANICAL SYSTEMS SHALL ; ; n1, 1 Q 25-4/2 code requirements. BE INSTALLED IN ACCORDANCE WITH �^+ APPENDIX J AJ601.10 O PlumbingNote: ; ; ; till I---t ALL PLUMBING SYSTEMS SHALL BE M INSTALLED IN ACCORDANCE WITH APPENDIX J SECTION AJ601.11 M ^�S 00 h�+y O •.. Electrical Note: 30'-11/2"± ALL ELECTRICAL EQUIPMENT,SERVICES 93-11/2 ± O M � AND WIRING SHALL BE INSTALLED � T � IN ACCORDANCE WITH APPENDIX J AREA SCHEDULE 1 ST FLOOR PLAN O SECTION AJ601.12 GENERAL EXISTING CONDITIONS NOTE: NAME AREA SCALE: 1/4" - 1'-0" v Fire & Life Safety Note: ALL EXISTING DIMENSIONS AND CONSTRUCTION EXISTING FIRST FLOOR AREA 2590.9 sq ft. Dj �RC�Yj WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, [NY]915.3.3 Residential Buildings and Commercial Buildings ALL SMOKE ALARMS,CARBON AND FIELD MEASUREMENTS. EXISTING GARAGE AREA 713.8 s ft. MONOXIDE ALARMS OR q With an Attached Motor Vehicle Related Occupancy AUTOMATIC SPRINKLERS SYTEMS ALL MEASUREMENTS SHALL BE VERIFIED BY Y N CONTRACTOR PRIOR TO RENOVATION,ORDERING O Smoke Detector PROPOSED SUNROOM ADDITION 225.0 sq ft. £ SHALL BE IN ACCORDANCE APPENDIX J Carbon monoxide detection shall be installed in a central or otherwise approved MATERIALS AND START OF CONSTRUCTION.CONTRACTORS tt Carbon Monoxide Detector PROPOSED KITCHEN ADDITION 174.3 sq ft. EXISTING WALLS location in each occupiable space in a commercial building and within 10 feet of IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. CO the entrance to sleeping areas and sleeping units in residential buildings ,, ARCHITECT DID NOT MEASURE INACCESSIBLE AND O Refer to DWG-1 General Notes PROPOSED MUDROOM ADDITION 78.7 sq ft. and commercial buildings that: i CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN NEW WALLS In accordance with Section 915 of the PROPOSED FOYER ADDITION 103.0 s ft. >' INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY q 1. Have a communicating opening with an attached motor vehicle related occupancy, "�4 i 01 S0A y� ARCHITECT OF CONDITIONS. 2020 1 FC, R314, R315 of the Residential EXISTING GARAGE AREA(MINUS MUDRM ADDITION) 645.1 sq ft. [ _ _ _ _ 3 WALLS TO BE REMOVED 2. Share one or more common walls with an attached motor vehicle related occupancy,or r C✓ n��� OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF code of NYS 3. Are located one story above or below a motor vehicle related occupancy. EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. TOTAL FIRST FLOOR AREA 3707.8 sq ft. v B A 9 9 • w Z O 38'-7" 7'-0'/" 9'-13/" 13'-10'/2" 8'-6'/" Q z C W 9 TYPICAL RAILING � 2x4 TOP RAIL ( Z 2x2 BALUSTERS @ 4"oc oQ 2x4 BOTTOM RAIL 4x4 POSTS @ 5'0"oc. Z TRELLIS O W W U GUARDRAIL �_ Z Z - o � z < U) � W 72"+/ HIGH PARTITION VM EHHHOUF UJ FLASH ROOF AGAINST - - n ry � (�^ PARTITION �n/Wrv PARTITIONv I ) W O F- O Q D / CL I J00 �— LO / EGRESS TW3046-3 f1/ J N U EXISTING / / (3)1-3/4" 9-1/4"LVL 2 2x10 0- W v (3)1-3/4"x 9-1/4"LVL BEDRM # 4 / 12'-10"± s'-o° 16'-2" �, / - E _ _ _ _ O I O = m O / - - - - - CLG - - - - - - - - - - - BATHROOM U I o.2 ` 6-Q EXISTING 2X10 RR @ 16"OC i EXISTI 2X10 RR 16"OC / °SPLAY _ d = L ° s --_ - - U f0 o O O �� I »- UE F� O OU = N C Co `_' 'O C C d N I I o O O fn U)fn 1 C U U >T .L-. w O O A U) W _w - wN, N C 0Z 02 N-UM-0 -2 O 1 U)W RECREATION tZ 0 W N I Z = a" 'n Y = a�@ ° W °~ ROOM `o BEDROOM #5 Z g E ° = 3 w C U O L U LO I LL G� " 8'-0"CLG HT WO =mac � Q Zg 10'-0: = FAN X L)L) ❑ _ �n� �w rn Q o w� CLG HT J 0 1t`" XN 1 L = ya o-8'3 to0 CV) U- I (2Z-6 0 U .0 o' U - C' E't o 2'-6" N 00 X NN N x --------__ 13'-1�'/" L'CVIZ7771111, -1 0)V,s cc C L c E U Q d N S '''- 2 Z <`owZ.=.�' Q� c� � aio (1)1-3/4"x11-7/8"LVL RIDGE BOARD v I I --__-, N m c a E-m m o m �' °w _ - - c S SEAL&INSULATE L O �-o s c °' ° m - — - — - — - — - — - — - — - — - — - — - — - — " I co - 3 --'i ►- o W m a h M E CL.-o a R-13 BATT N � °�° -' °'' _ ATTIC ACCESS PER w INSULATION o ° I I -- a6- '________, - SECT. 1102.2.4 Z CO HALL M SEE DET ON DWG-3 i a U� I DN 15R 4'-0" GUARD RAIL NOTE: O — 8' 0"CLG HT _ _ III +i 1 c l C0 Co W I _ -_ t 1_314"x11 18" -RIDGE BOA �7 Porches,balconies or raised floor - - — - — - — - - - surfaces located more than 30 inches CO as ' NEW HALL WA o 1 RISER W �� i z -__________- LIN N I M above the floor or grade below shall TO REC RM `�BDRMS � EXISTING I DN TO � �o I � I -_-�-2x10=-=- - 3-0. CL have a railing not less than 36 inches W I FLUSH 4'-0" I in height. Railings shall have Top rails and I FLOOR v Balusters and Bottom rails that are `2 L — rl C14 d 1 a S I NO MORE THAN 4 INCHES APART +1 X CO N s I ------------- EXCEPT:the traingular openings formed L) I I C° R-13 BATT 6'_23/4" I = _ ____ I by the riser,tread and bottom rail of the EXISTING I INSULATION I o ° I Guard rail at the open side of a stairway L� — — — — — — — �I _ — 00 CLG SPLAY ---------- BEDROOM co ° are premitted to be of such a size that a v o BE 6 BATHRM q -\— — — — — — — ` - — - - - - - - - - - - - - - - - - 1 -I o 8'-0"CLG HT @co 6 inch sphere cannot pass through. I N \ I ____________ / \ U Open sides of stairs with a total rise of 11 \ 13-0 ± ; U) rn U) more than 30 inches above the floor or \ 3 2x10 I ; 4 / \ w - I grade below shall have guards not less __- _ �1./ .c, 2 U- than 34 inches in height measured -- - 9L/, w �h < Z g N (vertically from the nosing of the treads. CLOSE UP EXISTING TW2852-2 1 4'-6" / e \ U° 1 FLOOR W/2X10 FJ I N C)X STAIR HANDRAIL NOTE: N / \ X x 2'-6" I AND 3/4"PLYWD ALIGN OVER I I < N I SUBFLR I WINDOW BELOW M I / \ Provide Handrail on at least one side HANDRAIL 2x6 AF RS 6" N O 1 � c / \ with FOUR of each continuous OR MORE RISERS. or flight FRAME OYER GABLE \ o co I W cv x OPEN TO 2x4 COLLAR "IES @ 48"oc �`� Handrail Height measured above T- F-- I ¢ 1 1 N BELOW / I \ c� 1 stair tread nosing,shall not be less than No 5 " / \ N _ 34 inches and not more than 38 inches. CV Z '-6Y2 1$_71/Z' ifl Ail Handrails shall be continuous the full -J I `� 2 2 1° length of the stair from a point directly Q r — — — EXISTING ( 272x10 2-2x10 above the top riser of a flight to a point = W BEDRM # 3 I directly above the lowest riser of the flight. U U W Handrails adjacent to a wall shall have a -� TW2852 TW2852 EGRESS_ _ _ _ TW2852 space of not be less than 1-1/2 inches Q W V ' 1 between land IRC code for seeRefer to IRC Code for grip size specifications. 1 I I LO I I I MSI I I I i � 1 1 4'-0' 81-81/411 81-81/411 4'-0" lie 7V )e 25'-4'/2" NEW 2ND STORY ADDITIONrn 1 38'-4'/211 v o - - - - - - - - - - - - - - - - - - ct 2ND FLOOR PLAN I CJ SCALE: 1/4" V-0" ® C'5 —4 � SMOKE AND CARBON MONOXIDE ALARMS FOR [NY]915.3.3 Residential Buildings and Commercial Buildings KEY REPAIRS,ALTERATIONS AND ADDITIONS: With an Attached Motor Vehicle Related Occupancy AREA SCHEDULE EXISTING WALLS In accordance with Appendix J Carbon monoxide detection shall be installed in a central or otherwise approvedO Smoke Detector NAME AREA When repair work,alterations,interior alterations location in each occupiable space in a commercial building and within 10 feet of Carbon Monoxide Detector NEW WALLS and additions requiring a permit occur, the entrance to sleeping areas and sleeping units in residential buildings PROPOSED 2ND FLOOR AREA 1140.4 sq ft. Q N the dwelling shall be provided with smoke alarms and commercial buildings that: CO Refer to DWG-1 General Notes and Carbon Monoxide Alarms located as required EXISTING 2ND FLOOR AREA 922.0 sq ft. [ _ _ _ _ WALLS TO BE REMOVED for NEW DWELLINGS and shall be interconnected 1. Have a communicating opening with an attached motor vehicle related occupancy, In accordance with Section 915 of the , [1 and hard wired. 2. Share one or more common walls with an attached motor vehicle related occupancy,or 2020 1 FC, R314, R315 of the Residential TOTAL SECOND FLOOR AREA 2062.4 sq ft. ' �. 3. Are located one story above or below a motor vehicle related occupancy. Code of NYS �^ 0F Ajr�At� CONT.RIDGE VENT cV TOP OF ROOF_ — _ — _ - CONT.RIDGE VENT Z O Q CONT.RIDGE VENT . O Z NW L.i FLFLFz TOP OF PLATE— — _ - 12 z W _ ,2 O v 9 9 7 W E:1 L Z oo < 12 12 WATERPROOF ROOF DECK co 9 9 Q W D D 'W � Q� CD J W < O TRELLIS OP OF SUBFLOOR _ - v0 0 TOP OFPLATE 0 z 12 O a ® a9 Ll� _1N � a- co � U N 0 E.LJLLF 1LJL ° y O L.F -.S E O w L fA N O � .7 U O -: . . r- OP -4 C OP OFSUBFLOOR TOP OF FOUNDATION - - - - — - - _ -6- u `o n�m �w i i i i i i i EXISTING GRADE I I. i i i i y 0 rn a� _ a: `L �' q c � N� ° � 3 ° t'G'� m m m „ E WINDOW WELL -- oc � o WOOD STEPS AND LANDING I I I TYPICAL i i I I I I I '� ° ° m = L c E a' o a I I Lu:ui� S 2C w TO GRADE. HANDRAIL& _ I I I I I ( GUARDRAIL IF REQUIRED I I I I I I m w z._ ¢ c m 0 m o TOP F FOOTING _ _ _ _ _ BY IRC CODE I I ' �' = E.E w"a ami o ° F- Uuimo' FD M 'ME0-.- oo. REAR ELEVATION � _ _ _ _ _ _ CONT.RIDGE VENT - - - - - - - - - - - - - SCALE: 1 /4" — 011 C-.4F TOP OF ROOF - -- - - — - — — Chimneys shall extend at least 2 feet higher CONT.RIDGE VENT I than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof(Chapter 10-Table R1001.1) CONT.RIDGE VENT 12 12 10 � 10 AS r S— TOP OF PLAT o 0 - - - - - — - N Z 12 `— ❑ Q CV 6i 6i M 9 U -� Q W U N rY c) co F O 12 — - ------------ — -- -- 12 12 - TOP OF SUBFI-OqC a 9 P A HI G - TOP OF PLAT �ee/ El El M M� co 4�ME] [--]= FIE] L iidll L o I F-1 IL J, - — TOP OF SUBFLOO M-+-I a'"i M .0 TOP OF FOUNDATION U m ,_u . .._ .:.,..... ... ..y_ _ W _.. .� T _ rn C1 i" y EXISTING GRADE I I I I I I i /,/ O�r) "C GD QAC o I I j � <L\- TOP OF FOOTING _ _ - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - �- - - - - � - - - - - - - - - - - J - - - - - - -I- - - - — - - TOP OF FOOTING L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - I - - - - - - - � FRONT ELEVATION z , t lA SCALE: 1 /4" - 11.011 i z 12 12 Q 9 D 12 9 9 O 12 12 z 9 9 W noo 12 12 12 12 12 12 Z CONT.RIDGE VENT Q 9 D 9 9 9 9 a 9 OW FF_T71 (- ZZ C) W z Z < U) W TOP OF PLATE ❑ W 00,I— U) Z) O ❑ r � oa a C 00 0CH 0 � J N D Ll0 N N C O _TOP 015 SUBFLOOR TOP O FOUNDATIONm 1.=E "F:; EXISTING o = Z o ° aci _ @ o m o o m 0 R303.8 Exterior Stairway Illumination I Exterior stairways shall be provided with artificial light source I �ON located at the top landing of a stairway.Exterior stairways I I L L N a� `.3 0 E o ( providing access to a basement from the outdoor grade ( I I Q o U r o c ° 'bo level shall be provided with an artificial light source located I o w .s w at the bottom of the stairway. r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o E = E o c cU ' I _ caNu.c� Qrncmcm0 w uo t 0 �'O O .G C � N (O f- u to @ � F- m E n� ° CO TOP O FOOTING Chimneys shall extend at least 2 feet higher — — than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof(Chapter 10-Table R1001.1) LEFT ELEVATION SCALE: 1 /4" = V-0" RAISE ,z EXISTING BRICK/BLOCK 12 D CHIMNEY 9 a 9 TOP OF PLATE p 12 T W N ~ 9 N Z 12 ® N r Q 9 LU LLI U bo z ) J 12 12 UU 9 9 12 12 12 D 4 9 9 — — —TOP OF SUBFLOOR _ TOP OF PLATE ~ Z Z r� W ' � � W � o � � U TOP OF SUBFLOOR Z TOP OF FOUNDATION ' O i I I I I I I I I I I q 1®^ w x 01 i U I I I Ii I I I I I I 10 I I I I I I I I I I I — O I — — — — — L — I L — .L — I i — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ , TOP OF FOOTING — — — — - — - — - — - — C - - - - - - - � - - - - - - - - Yc - - - - - - - - - - - - � Z - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - I � ED A �6 RIGHT ELEVATION SCALE: 1 /4" — V-0" iitnjA (``C ` CONTINUOUS RIDGE VENT RIDGE BOARD TYPICAL ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ fasteners per manufacturers specification and the NYS CODE. ■ w Underlayment as per section R905.1.1 & Z 12 12 installed per Table R905.1.1(1) O RAFTER/CEILING JOIST HEEL 2x4 CT @ 48"cc Ice & Water barrier as per section R905.1.2 JOINT CONNECTION 9 D a 9 (Note: Double underlayment is required SHALL BE NAILED UNINHABITABLE ATTIC for Roof slopes between 2 on 12 and 4 on 12 TOGETHER IN ACCORDANCE WITH LIMITED STORAGE p ) > WITH TABLE R802.5.2 Framing As per plans with 1/2" exterior grade N1102.2.3(R402.2.3)EAVE BAFFLE CONTINUOUS RIDGE VENT O (SEE DWG-1 FOR TABLE) �, span rated structural plywood Sheathing, FOR AIR-PERMEABLE INSULATIONS STRUCTURAL RIDGE BEAM WITH SIMPSON H2AAT EACH IN VENTED ATTICS,A BAFFLE SHALL BE Z RAFTER TO STUD. Nail to framing In accordance Fastener INSTALLED ADJACENT TO SOFFIT AND TYP.STRAPPING PER DETAIL 9 ON DWG 2 Schedules & Strapping per detail Sheet(s). EAVE VENTS. BAFFLES SHALL MAINTAIN ADD SIMPSON LSSU HANGER W AN OPENING EQUAL OR GREATER THAN @ STRUCTURAL RIDGE BEAM /y TOP OF PLATE R-30 BATT R-30C BATT Flashing per R905.2.8 THE SIZE OF THE VENT. THE BAFFLE TYPICAL EACH SIDE OF THE RIDGE 117110 — _ — _ — _ — _ _ — INSULATION INSULATION SHALL EXTEND OVER THE TOP BEAM AT EACH JOIST. N R1 CEILING D COMPOSITE DECKING ON TYPICAL SOFFIT CONSTRUCTION. OF THE ATTIC INSULATION. TYPICAL TOP OF SLEEPERS RIPPED AND ADHERED TO „ ROOF Z SIMPSON H2A ROOF MEMEBRANE PER MANUR DETAILS 12 overhangs-typical RAFTER/CEILING JOIST HEEL CONST. TYP.SEE PARTITION AND SPECS. 6" Wood fascia & 6" Wood rake boards. JOINT CONNECTION 7 ° o DET 7 ON DWG 2 " " SHALL BE NAILED 12 12 Z W o -':%, X10 JOISTS PITCHED 1/4"MIN TO EDGE Trim in aluminum or use azek or equal TOGETHER IN ACCORDANCE W o Existing Roof/Ceiling RECREATION 314"MARINE PLYWOOD D O Cons'ruction \ 6 Metal drip edge per R905.2.8.5 WITH TABLE R802.5.2 g g 6o o c°y FULLYADHERED EPDM ROOF MEMBRANE R806.3 0 ROOM \ Oil, INSTALLED PER MANUF.SPECS AND DETAILS. Fully Vented Vinyl Soffits (SEE DWG-1 FOR TABLE) MIN. 1"AIR GAP 7 W n R-21 BATT WITHRTOSSIMPSON D. EACH BETWN INSULATION - Z >_ INSULATION 16 inch ENGINEERED FLASHING AND COUNTERFLASHING AT EDGE RAFTER TO STUD. AND SHEATHING Q W Z Z FLOOR GUTTER TO LEADER TYPICAL EXTERIOR WALL Q JOISTS 2 x 4 and or 2x6 Doug-Fir Fir Wood Studs 16" oc. R-30C BATT in 0 iz TOP OF PLATE 9' 9 INSULATION _ TOP-OF OF PLATE _ — Q TOP OF_SUBF_LOOR _ _ 7 - - - Double top Plate and Single Sole Plate. - ' 1/2" exterior Grade - Span Rated SIMPSON H2A TOP of PLATEContinuous Structural plywood Sheathing. TYP.SEE R38 SPRAY FOAM Fastened per Fastener schedule. DET 7 ON DWG 2 W O � ■ � ❑ R3 "ItEIE]. ION- M DBLE FLITtyvec House Wrap or equal. NSULAT ON O � _ 1 BATT INS11 BM FLUS _ Vinyl or Wood Siding as per clients selection _ zXISTING EXTERIOR ! ! o installed per manuf specs and NYS code. NEW o Z O I� S ROO 0 O p r WALL CONST. Cont. load path strapping Installed In accordance a box 2X4 STUDS @ 16"OC R21 RAY FOAM �� with drawings. Provide Fire Blocking in accordance A ITIO a m CV U W 1/2 PLYWD SHEATHING TING EXISTING r INSU ION IN bi VAPOR BARRIER, �' ALL N ,.; with R302.11 & R302.11.1 and VINYL SIDING RM # 2 KITCHEN 2X4 E .WALLS �I I' Draftstopping per R302.12 & R302.12.1 _ pp EXISTING FLOOR-, "a _TOP OF SUBFLOOR CONSTRUCTIO _ _ TOP OF SUBFLOOR_ TYPICAL FLOOR CONSTRUCTION F _ _ _ _ _ 1 �- _ _ _ ' TOP OF SUBFLOOR a a �,N TOP OF FOUNDATION 3/4" Plywood Span Rated Subfloor, - - - - — �, �, 0:3 o a o �u� �� � h OP OF FOUNDATION � TOP OF FOUNDATION � = Y - - - - - - - - - - - Glued and Nailed in - - - - - 4h �4 4h 4h 70 - mo U r_ �� No accordance with the fastener schedule. ❑ __ _ 0 2 EXISTING R-30C BATT N b. Floor joists and Bridging as per Code. b: d, R 30C BATT 6 m Y o o CRAWL SPACE INSULATION SED ; ; INSULATION ; .o o a 0 o u o a EXISTING FOUNDATION TYP.CRAWL SLAB CRAWL SPACE NEW FOUNDATION A; a v9 t-Y m ani �'Y Y CONSTRUCTION ;; _ ._ TYPICAL FOUNDATION CONSTRUCTION z n = 3 o in accordance with chapter 4 t. UNFINISHED _ q 0 0 0 � o aZ. 't TOP OF FOOTING 0o 3000 psi Air Entrained cast-in-place concrete �� BASEMENT q o N in a 2 u'o w — - — - — - — - — - — EXISTING FOUNDATION CONST. :i r r g m N 3 ° E MINIMUM 8"CONCRETE WALL wall on cast-in-place Concrete Wall Footing per b„ b, b. a 0 o rr U o-4-: o o 2,2 ON 8"X 16"CONCRETE FOOTING =' 2 o m = °' ai'� = a R403. refer to Foundation Plan for footing size & r .N.. = L= E AND SHALL BE MINIMUM 36" ° B - N E '0 BELOW EXISTING GRADE NEW EXTENSION NEW SUNK OM ADDITION thickness. Concrete Horizontal and Vertical - " '' (0 w z a in a) �0 o TOP OF FOOTING TYP.BASEMENT SLAB TOP OF FOOTING °' 0 E m 1 °�' o o w Reinforcement per Chapter 4. & gen note #6. _ _ _ — _ — _ _ 0 �M Br m F LE o Damproofing per R406. 2- 2x6 approved Sill Seal And Termite shield per B - SECTION - treated Sill Plates, CONTINUOUS RIDGE VENT Section R318. Anchor bolts per Foundation Plan SCALE: 1 /4" — V-0" RIDGE BOARD and R403.1.6 R802.4.6 COLLAR TIES R905.1.2 ICE BARRIERS; INTERIOR WALL FINISH SHALL BE NAILED with 4-10d B TUMENHERED SHEETP USED N OLYMER PLACE OFD Provide 1/2" Gypsum Wall Board on ceilings BOX NAILS IN ACCORDANCE NORMAL UNDERLAYMENT AND and walls except basement walls & clgs - unless SECTION " C WITH FASTENING SCHEDULE EXTEND FROM THE LOWEST EDGES OF noted. Min 1/2" Moisture Resistant Wall Board on ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE Ceiling and all walls in Bathrooms (humid areas) SCALE: 1 /411 — 11'011 EXTERIOR WALL LINE OF THE BUILDING. and 5/8" cement board on walls and ceilings in wet areas. 12 2x4 CT @ 48"cc 12 TAN 8/12,ROOFS THE ICE BARRITH SLOPE IER S A GALSO BE REATER Provide 5/8" Fire Rated gypsum wall Board on walls g a g APPLIED NOT LESS THAN 36"MEASURED ALONG and ceiling located as per code, manufacturers THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING requirements and drawings. RAFTER/CEILING JOIST HEEL INSULATION SCHEDULE JOINT CONNECTION UNINHABITABLE ATTIC shall comply with 2018 IECC SHALL BE NAILED WITH LIMITED STORAGE R806MIN. 1.' AIR GAP 3 N1102.2.3(R402.2.3)EAVE BAFFLE TOGETHER IN ACCORDANCE FOR AIR-PERMEABLE INSULATIONS WITH TABLE R802.5.2 IN VENTED ATTICS,A BAFFLE SHALL BE Location R-value Thickness (SEE DWG-1 FOR TABLE) R-30 BATT BETWN INSULATION INSTALLED ADJACENT TO SOFFIT AND WITH SIMPSON H2AAT EAC INSULATION AND SHEATHING EAVE VENTS. BAFFLES SHALL MAINTAIN Flat Clg R-38c 10-1/4"„ RAFTER TO STUD. AN OPENING EQUAL OR GREATER THAN Vaulted Clg R-30c 8-1/4" o THE SIZE OF THE VENT. THE BAFFLE Floor/unheated space) R-30c 8-1/4" �- W TOP OF PLATE SHALL EXTEND OVER THE TOP ( p ) — - — - - — - - — OF THE ATTIC INSULATION. FIOor(outslde air) R-30c 8-1/4" o SIMPSON H2A C zi;p ' Exterior 2x6 walls R-21 5-1/2" N R802.5.2.1 LAPPED JOIST N W TYP.SEE LAPPED NOT LESS THAN 3". Exterior 2x4 walls R-21 Spray foam Insulation �- o DET 7 ON DWG 2 w SHALL BE NAILED 16d = Wdi COMMON NAILS .5.2 ON DWG 1 p g per ACCORDANCE air seal walls to ass 3 air changes hour > Q a WITH TABLE R802. R-21 BATT o INSULATION Above grade attic walls R-15 3-1/2" 00 0- Basement Ceiling R-30c BEDROOM #6 BEDROOM #5 Foundation Rim Joist: R-21 12 ENGINEERED All Glazing U = .30 SCGH: .30 UD FLOOR Doors-less than 50% glazing U = .40 JOISTS TOP OF PLATE g g 0 D - � TOP OF SUBFLOOR IIS _ _ Door-more than 50 /o glazing U - .30 SCGH: .30 TOP OF PLATE— _ _ TRELLIS *If part or the entire attic will be decked over with plywood, DID the ceiling joists must be deep enough in order to fit the FLUSH LVL FLY FIT batt insulation so that it is not compressed. If not then WRAP HEADER IN ® Clg Jsts will have to be built up or upgraded to the next size. AZEK BOARDS 4"AZEK BEADEDON1 Other Specifications: a ct t- z PORCH SOFFIT ON �-Cl R21 -SPRAY FOAM • CO z 100% high efficiency lighting (CFL's or LED's) � NEW INSULATION IN FURRING STRIPS COVERED EXISTING • <LL NEW _ 3 air changes per hour �+ r o W PORCHLIVING RM 2X4 EXIT.WALLS • Z All Energy Star appliances �T� W Z EXISTING FLOOR ___ _ ~ CONSTRUCTION R403.6 Mechanical ventilation shall b provided that TOP OF SUBFLOOR _ _ �. , - , _ _ TOP of SUBFLOOR meets the requirements of section M1507 ded F-,•.I M TOP OF FOUNDATION ' + 5� r � 00 o - - - - - - - - - d; - - TOP OF FOUNDATION `./ r EXISTING •e PROPOSED 30C BATT CRAWL SPACE R403.7 Heating and cooling equipment shall be CRAWL SPACE! INSULATION TYP.CRAWL SLAB sized in accordance with ACCA manual J by a �/ o z �10 P4 C? , : certified third party rater. NEW FOUNDATION 4•er�j ���y 0 ° —EXISTING FOUNDATION o y TOP OF FOOTING J b CONSTRUCTIONbo FTI �5 EXISTING FOUNDATION CONST. s C MINIMUM 8"CONCRETE WALL ON 8"X 16"CONCRETE FOOTING "'1 ol SECTION Q AND SHALL BE MINIMUM 36" TOP OF FOOTING /� NEW ADDITON & PORCH EXTENSION BELOW EXISTING GRADE — - — - '110 SCALE: 1 /4" - V-011 �m . s VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL z EXTEND MINIMUM 6"ABOVE _O THE ROOF OR 6"ABOVE THE �.— ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: Q ROOF JL 4" VTR WHERE THE 97.5% VALUE FOR z OUT-SIDE DESIGN TEMP IS 0 DEG F w OR LESS. VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS 0 2" THAN 3" IN DIAMETER. ANY INCREASE Z IN SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT INSIDE THE <3„ THERMAL ENVELOPE OF THE BUILDING. z 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" _0 W I- z W 2" 2" — Z �- ooQz 2ND FL. 3" Q U) W W D 2„ 2„ 3„ �W ~ 3„ U) WwO Opn = 2-1 2" 0- z U 311 0 0 CD EXIST.KITCHEN _j CV �! 2" 1 1/2" 3" 1 1/2" 1 1/2" CL 120 U WA HER DW 12 2" s E° 1ST FL. a C.O. 3" 2„ -- w � wE LNyo`0 4" FAI ii a=� �0 ° o � �� �, cza 3„ 3„ C U S. 01 ° 3 w 6�w U „ _ � � . ° oN � oa G U O Y m � � �Y N Y a CO irNo3 r0 �CL c 3 „ — — — — -_ - — •- TOP OF SUBFLOOR 4 co L'C ro N a) u, CONNECT TO A NEW I — - - TOP OF PLATE - — o a s o w? =o @-o m c m �; c ° ° SUFFOLK COUNTY DEPT. PLUMBING RISER DIAGRAM I I InY L.z E� Q N . 0 _ w CID cvi'° cUc un a)'-= OF HEALTH APPROVED DBLE FLITCH ROOF DECK L o ='a = s c a'i M - 8- m SANITARY SYSTEM NOT TO SCALE BM FLUSH I I t- F- ° E ° a it 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS REMOVE I I MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 EXISTING PERPENDICULAR I I WALL T II co EXISTING I I DINING ROOM II II II _TOP OF S_UBFLOO_R 1/2" DIA. BOLTS W/ NUTS & WASHERS. STAGGERED OF BEAM TOP OF FOUNDATION - - _ TOP OF FOUNDATION TOP & BOTTOM. (TYP.) 12" 12" - 0.C. 0.C. - 1-1/2" . --- 0 CV ' -------2x (SEE FRAMING PLAN EXISTING b.� NEW FOR ADDITI ONAL CRAWL SPACE CRAWL SPACE INFORMATION) a N 0 N —R I I _V+1 `w'-.._,.. STEEL PLATE. (SEE Z �/ �I - a FRAMING PLAN FOR 2 ADDITIONAL BOLTS_/ bo •,a = o Q ADDITIONAL FOR 10" & 12" BEAMSw INFORMATION) n Q w U BEAM ELEVATION U) BEAM SECTION EXISTING PROPOSED TYPICAL FLITCH PLATE - OF FOOTING - - - — ��. BOLTING PATTERNS SCALE: N.T.S. fie/ Ila* z OF BEAM SECTION — D � ctr-- ---o s s s s s s a 4d n _ Q o SCALE: 1 /2" 1 '-011 on z y F-0 � ¢ � � o �I P�'1 fir' > M 00 2 ADDITIONAL BOLTS d pq U -� FOR 10"& 12"BEAMS ® x 'z Zrn V3 O v BEAM ELEVATION BOLT SPACING SIZE(d) (s) 1/2" 12" F-D Oh FLITCH PLATE DETAIL0 �� J ` NOT TO SCALE c J-q �1301fl O 3+�•"'�' � O'F NE`�� Z O Q O Z w Z Q Z W _Ov !ZZz �- Q � ,Q Z <C C1 w p w ::) U) � � � Op �Q a- Z C) 0 0C � aoo � U N N C E,o w C fQ N oE �' L C .L.+ E L N•p D• 7 R A C p C 0 D O U t O C U C Q C U N Ol O` Q•� O C C ,N C D•� O O N N 0 0 a°is N o 3 r�Win° c 3 YO O V N D C Cl U N� O L U Q O C@ rpoON F.22cEE0 - P z•C Z Q N a'00 C N CO Lc aE-m 0-0 o 0y D C'O O L C .�- O F- ° Nma• F- mEin.ca o- ui0 r F- N 0 N z Q < U_ LU W J 4 il� U) �I W c a � ROOF PLAN SCALE: 1/4" = 1'-0" x ;, 'JF ;NE BRACING METHOD BRACED WALL PANEL.a ® CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 1-D 1-E 1-F 2-1 2-2 2-A 2-B WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) TABLE R602.10.4 page 185 BRACING METHOD CS-PF CS-PF CS-WSP CS-WSP CS-PF CS-PF CS-PF CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 ® CS-P F CONTINUOUS SHEATHING 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 BRACE WALL LINE SPACING(FT).b 7 7 4 4 8 7 16.5 16.5 17.33 17.33 24 24 30.66 30.66 PORTAL FRAME 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE DETAIL#3,DWG-2 SHALL BE OFFSET NOT MORE THAN 4 FEET. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 20" 20" 26" 26" 20" 20" 16" 26" 26" 26"/48" 24" 24" 24" 24" THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. Z 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 2.5 5 2.5 2.5 4.2 4.2 8 8 6 6 7.2 7.2 O GB GYPSUM BOARD END OF A BRACED WALL LINE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE BRACED WALL NOTES: R602.10.2.2 REFER TO DETAILS ON DWG-2 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Q\ FOR HOLDOWNS,STRAPPING, BRACED 2. ROOF EAVE TO RIDGE HEIGHT .78 .78 ,7 1 .78 .78 1 1 1 1 1 1 1 1 / WALL DIAGRAMS AND DWG-1 O FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 3. WALL HEIGHT 1 1 .9 .9 1 1 .9 .9 .9 .9 .9 .9 9 .9 Z SECTIONS OF WALL WITH NO VERTICAL W OR HORIZONTAL OFFSETS. 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0/ BRACE WALL LINE BWL 5. ADDITIONAL 8001b HOLDOWN DEVICE L.L.. 6. GYPSUM BOARD OMITTED z m ¢ o cv 7. GYPSUM BOARD FASTENING m l m 1 1 m m l 8. HORIZONTAL BLOCKING IS OMITTED w _OU 4'-0" 7'-0" 1, 8'-0" 16-6" 4'-0" RESULT REQUIRED BRACED WALL LENGTH (FT) 2 2 2 4.5 2 2 3.8 3.8 7.2 7.2 5.4 5.4 6.5 6.5 7 W , „ L i 2'-4" 41-0-1'_4'� 4.0 I TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 7 7 7 7 4.6 4.6 W z z I I PIER PLAN BRACING LENGTH PROVIDED (FT) 7 7 5.5 5.16 7 7 4.6 4.6 7.55 7,66 14 18.7 12 8 0 Q CS-PF CS-PF ( I COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y Y Y 'tel v J W N I I ISN OI I C) UJ c� a. Linear interpolation shall be permitted W t_i_ Q V � I I W w O BWL 1-1 - - - - - - - - - - - � b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, the average dimension shall be permitted to be used for braced wall line spacing. O Q 0 T ABBREVIATIONS; BWL=BRACED WALL LINE, BW=BRACED WALL, O O V CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL I- o o CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION 0 O O BWL 1-2 ------- -- 2'-6" m o a I I a o J O O .0 ..- L't- 04 y o N rr cV CS-WSP CS WSP m I N rn m'a' rn S `o tic,L � V f2 41-0" 30'-8" 4'-0" z a ° m � M m �g•a' c o � o `o - `o O c� c'� a' o5- `o o m o Q2 ? BWL 1-3 I cc ` O.� 2' Uw y U U I I - ----------- --- - 1 ' 6" I 3'-9 15/1 m y 2 2 8 m� �n o c 3 - , 7'-3 23/32" a,w o r w. 3 c'c�'3 0 -- I � �ac L N CS-WS. : a E .cs � m w � 3 CS WSP CS-WSP � .-a C' v a L o o m t - -- - !E oi4c r- E2 o a -v- a uai - �• Z = � Q c�a' O Lcn.Em 010 ° V8wy d N V ';t F- coiu�imu NmEn�`o a BWL 2-1 I OP Q ---------- -- a U) O O _ - - N N ------------ ------------- - ------------ -- a - -- - - - - --------- - I o _ I " w U r .N ---------- - _ Q C? N c7 I i c7 N p CS-WSP CS-WSP I N Z =7A Uhl 1 I I _17 LL1 - - - ------- --- --- I---- - -- - -- --- -- --- ----- --- - -- - ----------------- -- BWL 2-2 C:) a n \ BWL 1-4 - - - Q N - (- a > CD U U I U CS WSP I I CS-WSP - CS-WSP CS-WSP I CS WSP 3'-10" 6-5 5/16" 5'-10%" 1Mwl I ' •--------- -- -- --- -- •------------------------- '-7 3/1 "�I '-7 3/1 4'-0" I 30'-8" I „ 4-0 1 4'-0" m 17'-4'/" m' 4'-0" 1 - - - ` CONTINUOUSLY SHEATHED O PORTALDET 3 ON DWG-2 AND FIGURE R602.10.6.4 W T3 Ix M O 2ND FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" o 1 ST FLOOR WALL BRACING PLAN SCALE: 0�4 - - J: I f ry -4 381-111± z t 24-9 ± 15'-9"± 10'-0"± z ,m ,. v z.. k 9 v 15'-2"± o c� w M QW � Q _ , w � QC� k w � O O +I L.L z c:) U p I— zo co 1 , ry OQ CV n BEDROOM #1 N I I E.o _ 0 rn rn` o y N \ _ � E L� N.oa.c I c7 O U = U C T 24'-2"± °' �=o � °' o 0 0 17'-7'/4'± - 8 !A 'm `u w a N U fl C C N =1 Ll a� rn c o m'- Ol o c 3 62 N C d7 'n'L > = d U EXISTING \ I o 2 U "' N� � DINING � �� 3 s �'��3a �, BEDRM # 4 ROOM MASTER +� M I CI c � L, = v m 22 BATH s' CU En tr I _+I 18'-01/" +1 +1 � ��off moNo� ct 2 ± .- c0 oo �-0 cavi. KITCHEN - UUNF � E � � � � ESSINGR OM � z:= aNCC �( o aE E a)a o L'w � © o I 62'-61/2'± 0D 6'-10"± 8'-01/2"± 9'-81/2'± 8 �ca a E a=o c. I 1 N I 8'-8"± 4'-4"± 6'-31/"± 410"± 19'-31/2'± N +i ti N PANTRY 2'-6" I r oo BATHROOM +, -- -- -- 1 I ti ti I I � M = N , r I LIVING N o © TO EXISTING I ROOM IC� ATTIC AREA I 11'-9"± LAUNDRY WALK-IN M �' I N� N ROOM BEDROOM #2 CLOSET FAMILY i;• +1 ROOM o CV N 7'-8"± +1 EXISTING BATHRM I `� o I CV +I i-- N I I WALK-IN CLOSET 1 1 1 I l i i I M 1 1 1 1 I uu u" 1 n 13-0 ± 6'-0"± 18'-6"± 15'-2"± 111, I 21.6u I 1111 L l uj TW3042 uj 1111 1111 L J 1111 e © I TW2032 ; ; TW2652 TW2652 -- tV O Ju:---" I CV Z N Q Q -- nl---' 2 W I 1 n, 1 �! '�� (' '�1 W +� 1 nn �-----------------•--., v v, J I 1111 j Q 5' 11I± ; ;;;; +� U I o 2 CAR GARAGE ;;;; bo N c/) I Lo EXISTING I 11 0 +' 1 1 1111 = io -, I BEDRM # 3 ;; 111100 Lo 1 ; 1,11 CV � � 1 i 1 ull n r- ;; I 17'-8"± I 11 11111 , I I I 1 1 1 1,11 1 II 1 I I 1111 I T R 11 I I 1 I I 1 1 I I 1111 I II H I I I 1 1 I 1111 11 I yl_AII.F V VO 1 � � O 30'-11/2"± 13'-0"± 25'-41/"± 15'-51/2°± 2'-0" 8'-0"± b--I ¢ �- '-� � rn rn M .O 00 93'-11'/2'± 1 ® � � � O M GENERAL EXISTING CONDITIONS NOTE: ALL EXISTING DIMENSIONS AND CONSTRUCTION O WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, U AND FIELD MEASUREMENTS. ALL MEASUREMENTS SHALL BE VERIFIED BY A�� CONTRACTOR PRIOR TO RENOVATION,ORDERING �;� , y� MATERIALS AND START OF CONSTRUCTION.CONTRACTOR AS - BUILT AS - BUILT IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. ARCHITECT DID NOT MEASURE INACCESSIBLE AND �- J� �'� J► 2ND FLOOR PLAN 1 ST FLOOR PLAN CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN SCALE: 3/16" — 1'-011 SCALE:3/1611 = 1'-011 INACCESSIBLE ARCHITECT OF CONDITIONS.NDVERIFY CONSTRUCTION AND NOTIFY OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OFgo"> EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 4.r OF