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Home My WebLink About46862-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46862 Date: 9/23/2021 Permission is hereby granted to: Preston III, Walter 130 Wells Rd Northport, NY 11768 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 1755 Reydon Dr, Southold SCTM # 473889 Sec/Block/Lot# 80.-2-18.1 Pursuant to application dated 8/4/2021 and approved by the Building Inspector. To expire on 3/25/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,116.80 CO-NEW DWELLING $50.00 DEMOLITION $335.20 Total: $2,502.00 pill ` Bui ffigJnspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 + . Date Received APPLICATION FOR BUILDING T For Office Use Only PERMIT NO. � Building inspector: l�_ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. !!TVvr _ Date: 2-i OWNER(S)OF PROPERTY: Name: Sri SCTM#2000- / aJ Project Address: 1753, REypeAl p21u Phone#: 1 • Email: W -_ m Mailing Address: /30 Wg-zt5 RD 4101e =� --} £', c 7 CONTACT PERSON: Name: Ll�o2 S�tn1 Mailing Address: Phone#: ! 01-1, Email. DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: l-Cr..465 ,rt zt! Phone#: 631 -7 0 57g Email: ;P- - 1 , 4,1, � CONTRACTOR INFORMATION: Dame; ?71,7'-,-X 14-96-5 ,0,-V Mailing Address: j 0 lJv 5L> Phone#: yEmail DESCRIPTION OF PROPOSED CONSTRUCTION wNew Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes PNo Will excess fill be removed from premises? ❑Yes I?No 1 PROPERTY INFORMATION Existing use of property: ke5 de n e e- Intended use of property: jce,5 den,f e-, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes IRNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design profeWonal Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): ElAuthorized Agent 00wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYCIF ;SLr:EQ"__ NA L-Trx- pe /V being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the lbbjmg-e (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4—day of &fiqk5-1_ 20LL Notary Public CAROLINE M MACARTHUR NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.01 MA6384635 (Where the applicant is not the owner) Qualified inSuffolk County My Commission Expires 12-17-2022 residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com August 4, 2021 To �of Souffiold P.O.Box 1179 Southold,-NY U971 RE- Walter Preston 1755 Reydon J)jive Southold,NY 11971 As of this date.the decm�c has bebeendisconn-ected at 175551 Re-ydon Dnive, Southold. Resp tMU- sub'itted. 4 KV, 1-4 Robe- -CO --it G&S Electric 09/21/2021 Southold, NY 11971 To whom it may concern, This is confirmation that all Electric power has been dis-connected from residence located at 1755 Reydon Drive, Southold, NY 11971. Robert Guarriello, Lic.# 578ME J)TUNG M]'Drr- Robert a oS1 -ins Architect 50 .Hid-denr es Path WadingRiver, NY 11792 6311-208'--3351 Rarchibob@aol.com May 5. 2-02 1 .. o 'Soutl-iold .0. o 1179 'Southold,INY -1971 RE: Walter Prestan. 1755 Reydon Drive Southold, 11971 There are no natural gas lines corning into the house at 1755 Reydon Drive, Southold. Respec .1 19 olert Higi Architect Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 163 - I- - ,1 '108' 3-3,51 Rarchibob@aol.com y 4Z To of Southold P.O.Box 1179 'SouthaM,NY 11971 RE- Walter Preston 1755 Reydon Drive Soulhold,NY 11971 Nb-asbestcls vun-s fbil ' at 17--5 Rev,don- D -I've,-Scsuthold. N- PARTM ENT - SiLT-,ToLjC COLTNTY DE OP HEALTHSLRVI PERMrT FOR APPROVAL OF CONSTRUCI 101'FOR A SANGLE FA "AI]LY RESIDENCE ONLY )ATE APPROVED 777 FCR MAXINIUM OF BED COI'S EXPIRES THREE YEARS FROM DATE OF APPROVAL A- U7-'N ,Furo BY TNE CAU-85P--57S-4 48 FOLMiz- ArVA!4CE. i To 69. 48, comple"'I 15 40,, ZO p,p o Ta �SZJC T By 1-4 743 ar lt 7 7�O &rv, zop Vcb of v" 16 gep,-, 56'. «rt AF Ily Zo 10M 1 72-2 ij p 0 -3 CY th Zop 00 127 44 Lo Qk -7. e zop I / e I- ry IF N 8�O LLz-- /V 69. 7W A 10.5 Zor -0 A Zop cc, i� -XII J FASTENING SCHEDULE GENERAL CONSTRUCTION NOTES 14a. Draft5toppping material R302.12shall beasfollows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. �g 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 TYP q/ Uninhabitable attics without storage DESCRIPTION SPACING AND 2020 Energy Conservation Construction Code of New York State,the 6(��/.Z 1. Ceiling is suspended under floor framing. inches OF FASTENER LOCATION 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. Fuel gas code; Existing building code; Property maintenance code. Uninhabitable attics with limited storage 20 10 ALL CODES shall su ercede the drawings and shall be incorporated into the Bathtub (with or without shower head p g p 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation 4-8d BOX2-1/2" OR Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE BOX (2-1/2") COMMON EACH RAFTER,TOE NAIL Additions,Alterations& Renovations: 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 Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/23-8d COMMON EACH JOIST,TOENAIL 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 3. The contractor prior to the start of construction shall verify all Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL p y and were decks abut house framing. Kitchen sink (One Or two traps, with Or 4 RAFTER HEEL JOINT) SEE TABLE R802.5.2 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 COLLAR TIES 4-10d BOX (3") OR d 18. Install joist hangers at all flush structural load bearing conditions. Laundry one or more compartments) 5 OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, ry tub t ) -( p Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. - 6 RAFTER TO TOP PLATE pp g 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 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 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. ShOWerheadS and bodysprayS) 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-i6d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20 20 TOE NAIL 5.7 gpm and less 1-1/2 3-10d COMMON 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 OR 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 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING 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 with an allowable bearingcapacity of less than 1,500 psf are like) to be resent at the site, Rafters having slopes greater than 3/12 with 165 COMMON p y p y p and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping $ STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C.FACE NAIL P P 9 P P g no finished ceiling attached to rafters L/180 (3.5"x 0.162" the allowable bearing capacity shall be determined bya soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including9 STUD TO STUDAND ABUTTING STUDS AT 16d BOX 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 3-1/2"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. 10 16d COMMON BUILT-UP HEADER 3-112"x 0.162" 16"O.C. FACE NAIL ALONG EDGES an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, L/iso ( ) slabs and steps shall be:3500 psi. All work shall be in accordance with chapter 4. TABLE R302.6 5-8d BOX(2-1/2"X0.113" garage p P P the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers L124o 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON ) TOE NAIL W �-+- AII Concrete shall conform to the latest ACI standards. hardwired and interconnected. r , 0 SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C. FACE NAIL �•J ` Reinforcement: Steel reinforcement shall comply with the requirements 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 z >_ of ASTM A 615,A 706 or A 996, of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping areaFROM THE RESIDENCE AND ATTICS NOT LESS THAN 112"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END W 13 OR 12-16d BOX 3-1/2" w 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 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN 24"LAP SPLICE LENGTH required reinforcement shall be in accordance with Table R404.1.2 1 thru Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT q ( ) and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ) W R404.1.2(9). BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL U) W 7 0 All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL L Location of Reinforcement:The renter of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES �? p USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"'-INCH GYPSUM BOARD W �/ 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"O.C. FACE NAIL LL z co 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.RACE NAIL Q E g NOT LESS THAN 1/2"INCH GYPSUM BOARD O to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF RAFTER/CEILING JOIST HEEL CONNECTION J � o Concrete basement foundations shall have horizontal reinforcement as follows: onFigu Figtions for ure 10.7. Braceded wall wall panel connectons continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL O Lu 2-16d COMMON z t� W � v Based on R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING 3-10d BOX �- 0 = ow rn Less than 8 foot Wall Height: One#4 bar within 12 inches of the to of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL r^ Q 0 g p SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-16d COMMON v, , 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 LLj o Greater than 8 foot Wall Height: One#4 bar within 12 inches of the to of 12 FT 20 FT 28 FT 36 FT 3-8d BOX 9 P provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1" BRACE TO EACH STUD AND PLATE FACE NAIL W � E•- � � wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2-8d COMMON ry W 0 Q T • NUMBER OF 16D COMMON NAILS ^ n/ !� � CV) CL. 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 0- 1y v, 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 8 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"Q.C. 4 6 8 10 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 tn o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- E PP 9 9 9 5: 12 16"O.C. 3 5 6 8 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING 0 o E N 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 16"O.C. 3 4 5 6 ° °i �� o 0.__, a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D .5-- E L � 0- 0,6 PP but not less than 4 per strip. Type Less than or less than or less than or 4-sd BOX �� o,` ° ° JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o 2 2 ='t° o 8 o v a or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 2 3-8d COMMON z o 0 N ° b.) Use Copper flashing Only against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 a)- 8 N m w o c. All Structural connectors i.e., Simpson strong-Tie Tie or USP, etc < 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON o ° 2 o-� ° P g- wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"D.C.TOE NAIL M.° � ° E, o o N ` o shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches 8 inches1. c: LU 0 y a T a 2 Y c Y based anchor with ` 2 , = a- � ° &attics shall have a flame spread index:5 25 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2 1 Od BOX = o ° ° o c � 2 inch embedment 23 BLOCKING TO JOIST EACH END 0 w N ° 3 L ='E� 3 ° 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be lenght BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o o c:'5 o 6 0 4- 0) =w installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT = o ° ° w y rn Framing connectors,Allowable Hole diagrams,specifications, etc. wall and ceiling finishes having a smoke-developed index <_450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX u, N C: c q m »r `r 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL � co ��- m "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 a� ° o o 3 o "Parallam PSL" Design Stress: E=2.0,Fb=2,900 psi, Fv=290 psi &attics shall have asmoke-develo ed index s 450 tested with ASTM E 84 or UL 723 based anchor with 12 inches 9 inches HEEL JOINT FACTOR o =o g p p P 16 inches H e / H r 3-16d COMMON o m t_ E P ° o n Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment on center on center 25 2" PLANKS PLANK&BEAM FLOOR&ROOF AT EACH BEARING,FACE NAIL � m � a, ° N 28. SWIMMING POOLS. Shall conform to Section R326 on center ( ) lenght 1 / 3 1,5 4 10d BOX 'z E a o N ._ m U O t N C d 0 = m'p N O U.-. 10. R310.2 EMERGENCY ESCAPE:AND RESCUE: Required in BASEMENTS, s ° W� ° L a, each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 /4 1.33 26 BAND OR RIM JOIST TO JOIST 4-1 od BOX PER JOIST " �' m nz E a a.This table is based on 180 ultimate design wind speed and a 45-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 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 structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL.TO TOP&BOTTOM 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. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-16d BOX � 0 = 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 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL opening of 5 square feet. P W p y not less than 2 inches into the building frame. Fasteners shall be located not less than 3-16d COMMON � I.- B. Minimum net clear opening height shall be 24 inches. 2 112 inches from the edge of c°ncret block or concrete. 9 TABLE 802.11 V � i C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR W 0 W RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON 2-112P' EACH END, TOENAIL J (n 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 ( ) � Z z J_ > O 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 0 J Z Q N � WHERE Basement contain more:than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C > SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q Q I'- co an emergency escape opening shall be provided for EACH sleeping room. Exterior glazing in buildings located in Wood-Borne debris regions shall ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = () W Emergency escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: g g g g (FEET) It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, DESCRIPTION OF U) Z LL and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH NUMBER AND TYP LL a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems ( new, existing or upgraded) Garage door lazed opening protection for wind borne debris shall meet < BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING W 0- stampedby a professional engineer if required by the Owner or Building Dept. ANSUDASMA 115. Areas within hurricane prone regions: 5:12 Z 5:12 <5:12 �5:12 FASTENER 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 PANEL EDGES SUPPORTS GABLE END WALL FRAMING 214 201 263 247 continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 „ „ 6d COMMON( ,WALL) 30 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. 3/8 - 1/2 sd COMMON(ROOF) 6„ SEE NOTE A 6" 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 16"O.C. 24 340 318 422 396 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 Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 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 t e less than 1-1/2 inches between the wall I cover the lazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 1-1/8" - 1-1/4" 10d COMMON NAILS " a wall shall have a space of not 9P 32 6 12 and the handrail. see code for exceptions. Refer to Cade for grip size specifications. -_.. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 ONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: „ "I", "II", "III", "IV", OR"V„ 1/2"STRUCTURAL CELLULOSIC � 12. GUARDS: R312 Porches, balconies or raked floor surfaces located more than 30 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING 1-1/2"GALV,ROOFING NAIL 3" 6" o above the floor or grade below shall have a railing not less than 36 inches ` N 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 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" O NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed PANTONE R FIBERBOARD SHEATHING by the riser, tread and bottom rail of the guard rail at the open side of a stairway 16"O.C. 48 599 559 745 697 z are permitted to be of such a size that a 6 inch sphere cannot pass through. � < Open sides of stairs with a total rise of more than 30 inches above the floor or � 35 1/2" GYPSUM SHEATHING 1-1/2"GALV. ROOFING NAIL 7" 7" � 0 Q grade below shall have guards riot less than 34 inches in height measured r W W m vertically from the nosing of the treads. REFLECTIVE j TABLE 507.9.1.3(1) 36 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 711 > Q WHITE FIELD ,' DECK LEDGER TO BAND JOIST CONNECTION U w U 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window ' -- opening is located LESS than 24 inches above the finished floor and GREATER,: " 7/16° min. structural plywood JOIST SPAN EXTERIOR WALL WOOD STRUCTURAL PANELS O than 72 Inches above the finished grade or other surface below on the exterior . p CONNECTION TO RESIST WIND PRESSURES ( ) -.� �-- Panel, Attached to DETAIL <s' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' TABLE R;602.3 3 of the building,the window must be provided with a window opening control device DESIGNATION FOR STRUCTURAL that compiles with R312.2.2 Window Opening Control Devices. Frame in accordance WOOD WALL NAIL SPACING COMPONENTS THAT ARE OF 1I2 DESIGN CRITERIA 1/2" DIA. LAG SCREW 30" 23" 18" 15" MINIMUM NAIL MIN WOOD TRUSS TYPE CONSTRUCTION STROKEwith Table R301.2.1.2 & 1/2"MAX. SHEATHING STUD bloc 14. FIREBLOCKING AND DRAFTSTOPPING: Firekitng shall be installed in NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL MSI tipping shall be "F" FLOOR FRAMING INCLUDING of the residential code PANEL SPAN RATING THICKNESS SPACING EDGES FIELD accordance with 8302.11 thru 8302.11.2 and bloc GIRDERS AND BEAMS of New York State Wind speed: 140 1/2" DIA.THRU BOLT 36" 36" 34" 29" installed per 8302.12 thru 8302.12.1 No of stories: 2 & 1/2" MAX. SHEATHING 8d COMMON NAIL "R" ROOF FRAMING 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" � Fireblocking materials R302.11 A shall be as follows: Mean Roof Ht: 30 ft (2.5' X 0131") 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' MTI 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMINGRoof pitch: per plan IN M•6w� 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance & 1/2"MAX. SHEATHING 13TERIOR GYPSUM WALL BOARD TABLE 8702.3.5 " with the 10 foot horizontal Fireblocking in walls constructed using parallel Bldg Width Per plan 11" 10" 1/2"DIA. LAG SCREW TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS rows of studs or staggered studs. bldg aspect ratio: 3:1 1/2 DIA.THRU BOLT APPLICATION SIZE OF NAILS t� 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 24" 21" i9" THICKNESS ORIENTATION TO MEMBERS & 1/2"MAX. SHEATHING TO WOOD FRAMING r � UL 263,for the specific applications Nailing Sched: Table 8602.3(1) FRAMING SPACING NAILS SCREWS �.J Applicant shall provide engineered wood placard „ tn CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS p on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED 1/211 WALL EITHER DIRECTION 16"O.C. 8" 16„ l_-, v z TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) C-� OF FOUNDATION MATERIALS Residential structures with Truss type construction, Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 5/$„ CEILING EITHER DIRECTION 16"O.C. 7 12116d COOLER NAILS ~ WALL EITHER DIRECTION 16"O.C. 7" 1211 M CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration .� cn o Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel TYPE"X" AT E7/8"LONG 6d DRYWALL NAILS O. - ry g g GARAGE CEILING � � � ^� Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. 5/8 BENEATH PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH ,x Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection Sand, silty sand, clayey sand, silty gravel and clayey gravel HABITABLE ROOMS IRC SECTION R702.3.5.1 (SW, SP, SM, SC, GM and GC) 2,000 psf Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches c.c. TC Clay,sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) p Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall b s ce¢ s O (CL, ML, MH and CH) 1,500 psf minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. -- ,��(�.�- a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. ° SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN 4c� ��t J k,O�i�T1P, GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH t` determined by a soils investigation. 20 LBS 140 NO NO NO B SEVERE 3'-01' MODERATE 11 YES NO 1500 or less 52.1 TO HEAVY 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. " 'jo Org(1SQ Q 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. ,d 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. °fir OF Pty i'' Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS •- ° _ _`._°. o Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED s �= rn fasten king stud to header with ='= = OR END JOIST IM LENGTH IM KING a ° ° ° Min.3shallloccur at top ofwallheader Header Q e 6 16d sinker nails CONTINUOUS R FULL HEIGHT BLOCKING ADDITIONAL FRAMING FULL HEIGHT BLOC ° ° = ='= = ;,'= = METHOD WSP: EXTERIOR SHEATHING OR END JOISTINUOUS MEMBER DIRECTLY ABOVE @ 16 ° ° ° ° ° ° ° ° CONTINUOUS ALONG LEN "OC ALONG ° ° fasten top plate to header with OF BRACED WALL PANEL °°=a,,.a.::b. ,I II I•I I, PER TABLE 8602.3(3)-FASTENERS 6' BRACED WALL PANEL BRACED WALL PANEL Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I I•I ON EDGE, 12"FIELD. INTERIOR SHEATHING fastened to the required per 8602.3.2 I•I I' PER TABLE R602.3(1). FASTENERS VARIES king stud with Braced wall line \ 2-16d NAILS EACH SIDE I I I 6-16d sinker nails I' with continuously IZ'uNlyotlheated ) Minimum 40001b head er-to-'ack-stud I hI I I / METHOD CS-WSP: a, x Fasten sheathing to header with 8d common nails iin 3 in.grid stra on both side of opening �'1� AS PER TABLE R602.3 3 �, m structural panels p p g •I I•I ( ) z o L I° pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing EXTERIOR SHEATHING ATTACHED Sd @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS o Minimum 40001b header to-jack-stud strap WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O,C.ALONG AT EACH BLOKING MEMEBER BRACED WALL PANEL 8d @ 6"O.C.ALONG _ •I (0.131 X 2.5"LONG) BRACED WALL PANEL o j on both side of opening opposite side of a Panels lice ed ies shall occur over •I BRACED WALL PANEL ° sheathing p g • AT 6"O.C.ON EDGE AND 12" O.C. o L ° 9 0 ° and be nailed to common blocking • INFIELD BRACED WALL PANEL "J °1 °°�a-a Min.Double 2x4 framing covered with minimum o ° within the middle 24"of the portal- BRACED WALL PANEL X m ° g BRACED WALL PANEL BRACED WALL PANEL m _ 1/2 thick wood strucral panel sheathing --- - leg height. One row of 3"o.c.nailing I, BRACED WALL PANEL g ° P 9 I I BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"o.c. in all framing is required in each panel edge. _ I' SHALL BE MIN. 1/2"GYP. BD FASTENED 3-16d 16"OC ALONG F io studs,blocking,and sills typical if needed I'I @ 3-16d @ 16"OC ALONG 1 ( g' ) yp (} I I I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3 16d @ 16"OC ALONG 3 16d 16"OC EACH I° I•I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG @ I 2'to 18'(finished width) BRACED WALL PANEL BLOCKING MEMEBER I, Min Double 2x4 or 1/2"min.thickness wood structural W I'I I Min.length 16" 2x6 King&Jack stud per Table 8602.10.5 panel sheathing TABLE 8602.3(1)FOR EXTERIOR WALL _ � H. _ _ _ J'I. SHEATHING J CONTINUOUS RIM OR ! Min double 2 x post _J 'I • I'I .n — 4' CONTINUOUS RIM OR Q ` • END JOIST !° No.of jack studs per •I ISI I' VERTICAL JOINTS IN PANELS SHALL OCCUR FEND JOIST 1, Min. (2)2x4 typ. Table R602.7(1&2) I'I OVER AND BE FASTENED TO COMMON STUDS. ° — - ° installed per section R403.1.6 Min.(2)1/2"Diameter anchors I.I I, WALLS PANELS SHALL OCCUR OVER I 2-16d NAILS EACH SIDE ° -- -- 1° p I I HORIZONTAL PANEL JOINTS IN BRACED I with 2"x 2"x 3116"plate washer FULL HEIGHT BLOCKING n/ ,I INTERIOR`• I,I I, AND BE FASTENED TO 1-1/2 THICK ADDITIONAL FRAMING W LL SPACING COMMON BLOCKING CONTINUOUS ALONG LENGTH FULL HEIGHT BLOCKING I I MEMBER DIRECTLY BELOW .I I'I I•I I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG •I I•I I•I I. BRACED WALL PANEL 7 2 X BOTTOM PLATER602.10.6.4L 'I II II I' METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE W w ,I I•I I•I I, •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE 8602.10.8(2) Attach Sheathing to 0 W W Band or Rim joist with nail sole plat Attach Sheathing t nail sole late BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials to joist per Band or oistwi °° °° to joist plate z o° _ - - •- - - ' PARALLEL TO FLOOR/CEILING at 3"o.c.Top an oo! Wallin p ) °° 1 p W _ . . . . . . . . . . . . . . . . . FRAMING PERPENDICULAR TO FLOOR/CEILING °° °° nailingsched. Sub-Floor g sc a 8D common nials F Bottom -— at 3"o.c.Top and - ° ° Rim Joist Z co FRAMING °' '° ° Bottom °_ ° FASTENING REQUIREMENTS FOR Rim Joist -/per Plans ry O o ° ° ° ° ° ° . . ° . ° ° /Anchor Bolts and Z f j BRACED, WALL PANEL AS PERO Holdowns per plans Z 0 W � I— a � @� 1 TABLE 8602.3.(3 0 ) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 u) Q I._ � c 0 WN v CEILING OR LJ_ W O Q 1-1/4" gals. x 20 gage 0- C0 FLOOR JOIST CO DIRECTION Simpson ENDWALL ENDWALL H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4"to 15-1/4" at each Rafter. With FLOOR AND CEILING JOISTS Typical Metal provide blocking @ �� E DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o `� " A Strapping o E JOISTS-SEE PLANS - braced wall panels „ �� PROVIDE STRUCTURAL (RIDGES � ° E A at Openings cV (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ �, m s d) P I o a°s Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side 6�o U 0, °T BLOCKING shall have Solid Blockingg_ of Ridge to have a o a o o ca plywood sheathing Schedule Dw 1 g � N m ��t o Simpson LSU skewable hanlger ._ .0 = TYPICAL @all Plywood Joints � o � °._ N �" AT 48"OC 0' 'E5 �° 5 2 SIMPSON H2A ° 0 o N u Y 2-BAYS IN c a2 N'� » o"<:� `o BLOCKING @48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil t j' a)L .0 3 L c'� 3 0 3 rafters attached to top (5) 8d x 1-1/2" nails in Raftero 0 cc o 6 a r a w J 11 plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate Strap with (5)-8d common nails --- SECTION A-A along len th of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° _.` _ _ _ 0"` o Corner Holdowns g g ( ) and window or door Header. Look Out Blocks c o o o o 0 Refer to plans panel. Less than ° ' ° o @ "' _ �" n if required r- q m- Z.c Q e m e M o END WALL BLOCKING DETAIL c� or E Equal 2 - L y _" for locations Typical each side and ALL Gable End Wall ,° ��, 0 FOR FLOOR AND CEILING BRACING windows and doors. U C - _ a) a o a RIM JOIST BLOCKING BETWEEN RAFTERS ([7 BRACED WALL PANELS t0 12" L o �-� _ ._� °' ° "" L' NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH See details on BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP R8012.3 • IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS 0 AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48" O.C. 7 PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD � _L CIS 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 n OF THE ATTIC SPACE AND ATTACHED ^ THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. �J TO THE RAFTERS WITH 4-8D NAILS CL -, EACH END O 0 < W J ry SIMPSON BS 3-Corner studs TOP PLATES - connected to po 3-2X Ile POST TO HEADER CONNECTOR transfer shear 6„ ,� o Framing members OUTER THIRD CUT load o of SPAN ONLY LENGTH EXTERIOR ORSIMPSON ABU POST o 12" Min BORED HOLE MAX. STUD BEARING WALL 6"TREATED POST TO CONCRETE BRACKET o DIAMETER 60% SIDE COVER 2"MINIMUM 2-16d Nails TYP. HDU2 HOLDOWN (PERCENT)OF STUD @ 6" o.c. w/ 6-SDS 1/4" x 2-1/2" Screws DEPTH i NOTCH GREATER 2-1/2"GALVINIZED CARRIAGE BOLTSil4 JOIST 0 i o OR SIMPSON SD STRUCTURAL 518"MIN.-----,-" /°5/8"MIN. THAN 50 DEPTH,MAX. CLEAR o TO EDGE TO EDGE (PERCENT)OF r CONNECTOR SCREW , GRADE Simpson 5/8„ threaded rod ' MIN. _1/6 JOIST C:) 0 PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH, MAX. I: S W NOTCH MUST NOT METAL TIE FASTENED ACROSS AND EPDXY ANCHORING ADHESIVE FOR coupler-nut and SSTB anchor 1/3 JOIST N F— EXCEED 40% 0 y' DEPTH,MAX. TO THE PLATE AT EACH OF THE USE WITH THREADED ROD O (PERCENT)OF � � olt thru-box and inbed STUD DEPTH NOTCH WITH 8-10D NAILS EACH SIDE Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4” Metal � WEDGE-ALL WEDGE ANCHOR into concrete foundation. � Coil Strap 20 Gage � Q BORED HOLES SHALL — (� and framing Solid sawn joist and rafter 12" Min (5) 8d common nails LU NOT BE LOCATED IN CAST-IN-PLACE m LLI THE SAME CROSS TOP PLATES CONCRETE WALL, DOWNy. in EACH END at O SECTION OF THE CUT FOOTINGS MUST Preservative-treated n otch i n and boring limits. Q EACH Stud. U OR NOTCH IN STUD PIPE BEAR ON TO VIRGIN SOIL UNDISTURBED barrier required for NTS 8d @ 6" oc Along p Of U) SOIL connectors in contact Braced Wall Panel FIGURE 8602.6.1 P.T. POST TO CONC. PIER & FOOTING with treated wood FIGURE R602.10.8(1) FIGURE 8602.6(2) TOP PLATE FRAMING TO CONNECTION R PORCHES & DECKS NTS WALL TO WALL STRAP NOTCHING AND ACCOMMADATE PIPINGSIMPSON HDU CORNER BORED HOLE LIMITATIONS FOR INTERIOR SIMPSON ABU INSTALLED IN ACCORDANCE NTS 10 NON-BEARING WALLS 11 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 HOLDOWN R BOX FRAMING 14 15 FOOTING SIZE PER TABLE R507.3.1 FOR DECKS NTS 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap 3-Corner studs STAGGERED with (5)-8d common nails with (5)-8d common nails TOP PLATES— SEE TABLE 507.2 g FASTENERS connected to I�at each stud � N 2 Strap may be attached OVER at each stud � C7; h transfer shear IL� the plywood OR directly to Strap may be attached OVER load 0 0 0 T0 Studs. studs. , W 5.5"MIN FOR 2X8` _C the plywood OR directly to Z o STUD 6.5"MIN FOR 2X10 BORED HOLE MAX. 5"MAI- @ 2-16d Nails 6" o 7.5"MIN FOR 2X12 _ . �I Q° O DIAMETER 40% @ �� e ^ cd (PERCENT)OF 0 © N 6 o.c. a �"� I~ > M 5/8"MIN.DEPTHSTUD \ 518"MIN. ° ,P,°. , . . . . 3-16d @ 16" oc Along TYP. HDU2 w rl TO EDGE TO EDGE 2"MIN ;; E /BracedHOEDOWN V °O _ LAG SCREW OR THRU-BOLTbA O NOTCH MUST NOT LEDGER BOARD 314"MIN _ _ `.:,` Wall Panel EXCEED 25 /o j— ° r-- it o =III=III FIGURE R602.10.8(1) Q x a `I' U (PERCENT)OF o IiI=III ° Preservative-treated N STUD DEPTH � �-1�illl; °,;, 5/8" Simpson barrier required for m SSTB connectors in contact IF HOLE IS BETWEEN /* BORED HOLES SHALL 40%(PERCENT)AND PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD _, Anchor Bolt with treated wood G NOT BE LOCATED IN STRAPPING .J , per manuf. Specs l� r� � 60%(PERCENT)OF 4 � STUD DEPTH THEN PER FIGURE R507.9.1.3 (1) �, THE SAME CROSS STUD MUST BE DOUBLEA lies to Garage Wall and ` SECTION OF THE CUT NO MORE THAN TWO pp g - - SUCCESSIVE STUDS `DISTANCE CAN BE REDUCED TO 4.5" OR NOTCH IN STUD ARE DOUBLED IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I=III= "• (t`+�'�/�'�1 AND so BORED SPACING IS REDUCED TO THAT OF !II , , TYPICAL SIMPSON HDU CORNER LAG SCREWS TO ATTACH 2X8 LEDGERS2 TO 2X8 BAND JOISTS(112"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR HOLDOWN ON CONCRETE FIGURE 8602.6(1) WASHERS NOT PERMITTED) RAFTER FACE TYPICAL �'i�s-" =- NOTCHING AND NTS BORED HOLE LIMITATIONS FOR EXTERIOR STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 18 ^ - 16 WALLS AND BEARING WALLS 1 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firestop up and out of the glued together MANUFACTURED LIGHT ENCLOSURE ceilingline way for access g 9 see plan w/ ATTIC INSULATION thin profile structural and la on I w Od CEIING FRAMING Seal joint with CONTINUOUS BEAD Y p Y Batt Insul support OF SEALANT sheathing as draftstop Insulation dams attic hatch - R-, al Non-combustable sealant behind tub Tub prevent loose-fill blocking equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED TLypical insulation from insulationrequiremen access opening Sealant or 11 OR GASKETED TO RIM exterior Air Se IPPanel falling through 1/4 structural sheathing JOIST/RIM CLOSURE Continuous wall Gasket g 9h adhesive as enclosure liner sealed SEALANT of Sealant or access 1 at perimeter and seams. adhesive ul!� SILL PLATE INSTALLED Weatherstrippingeal stairs Pre-Fab Fireplace OVER GASKER SILL Adhesive--- Sealant ��_ EXPANDING FOAM SEALANTPull-down frame a Casln 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT gap 1x2 Stop Board RECESSED LIGHTING FIXTURE with caulk 1/2" plywood DRYWALL CEILING specs for installation manual Sealant staircase attic hatch or foam (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING AIR BARRIER AT FOUNDATION EXTERIOR WALL OF BATHTUB DETAIL ATTIC HATCH DETAIL AIR SEAL DETAIL (ED PREFAP FIREPLACE r� TO BAND JOISTS This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation R-50 Aftw SPai, r'ova,� ENERGY NOTES Eave baffle installed .. " 1. All design & construction in compliance and built accordingly to the 9a. 8403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall C adjacent to soffit and eave - be sealed b an approved third art HERS Rater using the w. W 2020 Energy Conservation Construction Code of New York State. Y pp party ( ) g ' Manual "J" Manual, "S" & "D"submitted at co. vents. Baffle shall extend over �� ' Table 8402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an C, O energy efficiency program to exceed the energy efficiency required by this code. the top of the attic Insulation ., 9b. 8403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11TYP. ROOF CONST. z TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) w w 11 " 11 11 11 11 AIR BARRIER AND INSULATION INSTALLATION manual J Manual S & D submitted at CO. 2 X CJ W/ INSULATION _ W efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS W E 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. 8403.3.5: Building cavities shall not be used as ducts or plenum. Typ W > Z O General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located and see OR HERS RATER _� requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs r z Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. O 0 E Q continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT 3 Z .11 11. (R403.3.5) Building Cavities (Mandatory) z W rn Breaks or joints in lite air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall 0 O = a rn sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs c� 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) oo U) 0 cl) p Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The W C14 ,- installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. rt jl. w >- J accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. w recommendation and said density shall be maintained for all volume of q Y i O Q Q. or an approved third art using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. nN/ � each cavity. Batt type insulation will show no voids or gaps and pP party g n 0. U) maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 ' through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE N the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE _ `° cavity.Where the batt is cut around obstructions loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Pp o M.y air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system m „ mZ o 2 o shall be placed to fill any surface or concealed voids,and at the is not operating. w E �, N test results shall be signed by the party conducting the test. P g• o manufacturers'specified density. Where faced batt is used,the o= M tp 0 o C M , installation tabs Hurst be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM �_'t z = U = 2 - a) N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy -- �, c 01 a - °' = o `° no compression to the batt at the edges of the cavity due to inset ( ) Y Y INSULATION R VALUE IN r r ---r ' I _ _ C` 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements s ' Z o•�, o o N CD o o stapling installation tabs. p g g p ACCORDANCE WITH "-"� 2 3%.2 o� "� U L)'- 0 Y combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or z r : 1 a - , Y Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT _ 2 2 6 m.2 = a 0 C: p p g g .✓� i i mrtno3 m.2 Cr powered b an electronically commutated motor. as backdam C � _° o=4? shall be installed filling the entire cavity and within the manufacturers p Y Y C `"'�-�• Ir i r' G o 8 a 0 y, N L w density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be TYP. ROOF CONST. ,;- y N 0)In� - �,. s ` m provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (8403.7) Equipment sizing and efficiency rating (Mandatory) '- ,r- i� a "_ o o U E`o Ceiling/attic Ttie air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heating and cooling equipment shall be sized in accordance with Roof underlayment ; = s o. o the system from 55 F to 85 F. preprogrammed thermostats be manufacturer g gsealed to drip ed 2 x CJ W/ INSULATION 1 • ; , w o o.t- = Q) ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on buildin loads calculated in accordance with ACCA p g .. y shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS s insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. = z:_ Q N = a) _ ai o sealed. New or replacement heating and cooling equipment shall have an efficiency OR HERS RATER �✓'� . �, = Q 0 "� �, o 0 o r " 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p g 9y E tn.° "`o of R-8 3" or realer in diameter, and R-6 ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ i Access openings,drop doNvir stair or knee Batt insulation installed in attic roof assemblies may be compressed at @ 9 @ ? i Diagrammatic. Duct locations drawings shall be provided b an approved third geographic location where the equipment is installed. Soffit see �� wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. 9 9 p Y pp SEALANT shall be scaled. party using the Manual "J", Manual "S" &"D" submitted at CO. Const. Dwgs 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall cj c.:: .r . s ,1;1,:...•, �„! plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. 4 '`-iy".- ; ` _z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be Typ. Exterior wall is See Const. Dwgs installed in substantial contact and continuous alignment with the air barrier. Q .._•y W Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION ry shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim jousts shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation, permanent contact with the underside of subfloor decking or floor TABLE M1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL ' RATE FACTORSa, b topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW perimeter floor framing members. AREATO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33% 50% 66% 75% 100% OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be CD shall be covered with a Class I,black permanently attached to the crawlspace walls. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factora 4 3 2 1.5 1.3 1.0 � � W N I_vapor retarder with overlapping joints BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM 0 taped. r cfl z a. For system run time va ues hetween those given,the factors are permuted to be _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Shafts,penetrations Duct shafts,utility penetrations,and flue F Idetermined by interpolation. � to INTERMITTENT OR 20 CFM CONTINUOUS WINDOW 0 Q shafts opening to exterior or W W unconditioned space shall be sealed. b. Extrapolation beyond the table is prohibited. 24 APPROVED WINDOW 0 W J (36"IN IBC UNITS 4"SPHERE CANNOT PASS THROUGH FALL PREVENTION 0 >LLI Q TABLE M1505.4.3(1) I DEVICE CONFORM TO 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to CONTINUOUS AIRFLOW RATE + FINISHED FLOOR HEIGHT ASTM F 2090 the correct density without any voids or gaps or HEIGHT ABOVE compression,or narrow cavities shall be filled by REQUIREMENTS 8312.2 WINDOW FALL PROTECTION DIAGRAMS FINISHED FLOOR HEIGHT ABOVE insulation that on installation readily conforms to the TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. N U M B E R OF BEDROOMS BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN Garage separation Air sealing shall be provided between the garage and ~ GRADE OR OTHER SURFACES ABOVE THE FINISHED BELOW ON THE conditioned spaces. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 EXTERIOR SIDE OF THE BUILDING.SHALL COMPLY AS FOLLOWS:IFINISHED GRADE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal (Square feet) envelope shall be sealed to the dryNvall. envelope shall be airtight and IC rated. Airflow in CFM 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW ~ A 4-INCH DIAMETER SPHERE TO PASSTHROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or < 1,500 30 45 60 7S 90 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on installation readily conforms to available space shall PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. r[ c TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO �, extend behind piping and wiring. 1,501 - 3,000 45 60 75 90 105 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE l OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be �T exterior wall showers and tubs shall separate them from the showers and insulated. 3,001 - 4,500 60 75 90 105 120 W ;_4 Q N1101.14 (R401.3) Certificate (Mandato ) [ H otios. . Electrical/phone The air barrier shall be installed behind electrical or 4,501 - 6,000 75 90 105 120 135 Lnrn box on exterior wall cormmunication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall ro L r'1 0 HVAC register HVAC register that penetrate building thermal 6,001 - 7,500 90 105 120 135 150 in the space where the furnace is located, a utility room or an approved location inside the building. pQ br) o -� �' g g boots envelope shall be sealed to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. The certificate shall indicate the �/ .� o � > 7,500 105 120 135 150 165 Concealed When required n be seated,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components � : ��*�D A�� sprinklers only be sealed in a mariner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not For SI: 1 square foot = 0,0929 m2, 1 cubic foot per minute = 0.0004719 m-Vs, such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; �; U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results 1 �G be used to fill voids between fire sprinkler cover plates and from an required ducts stem and building envelope air leakage testing walls or ceilings. Y q Y g p g g performed on the building. ,� �J�� Where there is more than one value for each component, the certificate shall indicate the value IC = insulation contact. covering the largest area. The certificate shall indicate the types and efficiencies of heating, �y z a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall I - ' 11 indicate gas-fired unvented room heater," "electric furnace" "baseboard baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. CODE COMPLIANCE STATEMENTS: PLUMBING NOTE: ALL PLUMBING SYSTEMS SHALL BE 1. The windows selected for this project shall meet INSTALLED IN ACCORDANCE WITH the egress requirements Of R310. PART VII-PLUMBING R302.13 FIRE PROTECTION OF FLOORS. 2. All windows shall meet Section R308 Glazing and ENGINEERED FLOOR JOIST FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO ELECTRICAL NOTE: WITH AMINIMUM FLANGE BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A R3O8.4 Hazardous IOCatIOnS. ALL ELECTRICAL EQUIPMENT 1/2"THICK GYPSUM OF 1-1/8"X 2"WIDE. 1/2-INCH GYPSUM WALLBOARD MEMBRANE, 3. Windows were required shall meet the Window Fall AND WIRING SHALL BE INSTALLED BOARD LAYED ON %-INCH WOOD STRUCTURAL PANEL MEMBRANE, IN ACCORDANCE WITH PART VIII-ELECTIRCAL TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. protection requirement R312.2. OF THE NYS CODE. A MINIMUM OF 75%PF ANY FASTENERS. �IF REQUIRED TO COMPLY WITH ENERGY 4. Bathroom windows shall meet the hazardous PERMANENTLY INSTALLED CYAMPS.S ))(())(l CODE. REFER TO RES-CHECK OR HERS PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, MUST HAVEH GH HIGH-EFFICACY NOTE: REPORT FOR INSULATION REQUIREMENTS. - LIGHTING, DEVICES,LUMINAIRES,WIRES,SPEAKERS, DRAINAGE, glazing requirements as per R308.4 INSULATION OMITTED PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. 5. Stairs, landings, railings & guards shall comply FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION MECHANICAL NOTE: ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH EXCEPTIONS: with 8311 & R312 THE MECHANICAL SYSTEMS SHALL DOCUMENTS INSULATION STAY WIRES 24"APART 6. Outside lighting shall comply with RE 3803.3 BE INSTALLED IN ACCORDANCE WITH MANUFACTURER:"ROXUL" 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN 7. StairwayIllumination shall comply with R303.67 PART V&VI OF THE RC OF NYS. AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, p Y ALL MECHANICAL SIZING PER ACCA FIRE PROTECTIVE OPTIONS NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. and R303.8 MANUAL"S"BASED ON LOADS FOR 8. Fireblockin shall comply with R302.11 thru R302.11.2 CALCULATED PER ACCA MANUAL"J" S 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED g p Y DUCT COMPLIANCE WITH MANUAL"D" COMPLIANCE WITH: R302.13;FIRE PROTECTION FOR STORAGE OR FUEL-FIRED APPLIANCES. 9. Draftstopping shall conform to R302.12 thru R302.12.1 OF FLOORS: EXCEPTION:#3. 10. Flames read and smoke-developed index for walls R303.4 MECHANICAL VENTILATION, 3. PORTIONS OF FLOOR ASSEMBLIES p p DWELLING UNIT SHALL BE PROVIDED SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: and ceilings shall compy with R302.9 thru R302.9.4 WITH WHOLE HOUSE MECHANICAL 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED 11. Flames read and smoke-developed index for VENTILATION IN ACCORDANCE WITH 80 SQUARE FEET PER STORY p p SECTION M1507.3 3.2. FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED ALONG /1/ insulation shall compy with R302.10 thru R302.10.5 THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED ry UJ PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY,11. Recessed lighting fixtures rated for 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE z 7 membrane penetration shall meet ASTM E119 LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH NOMINAL DIMENSION, and Fire Stopping as per ASTM E814 or UL 1479 47-0 OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. UJ .. 12. Exterior Decks shall comply with R507. Q 4'-0" 43'-0" r-�^/ W W � vJ > z O 16'-9" 9'-6" 16'9" U N _ LL .� _J o 0 Z 0 UWJ�1 CHEEK WALLS 0 @ J ______________'______� ; FOR CONCRETE nO0- c� r ) ' STOOP �•/ M ry I C ti O 1 • I 1 • I AND STEPS ABOVE W LLJ N +, --_-- w O Q � ;v 1; EXTERIOR PATIO SLAB 4000 PSI CAST-IN-PLACE SLAB TIV. TYPICAL COV.PORCH FOOTING W/6X6 w1.4/w1.4 WELDED WIRE MESH ON GRANULAR COMPACTED FILL. 12"X 12"SQAURE CAST IN PLACE CONCRETE PITCH SLAB AWAY TO DRAIN PIER ON 24"X 24"X 12"CAST IN PLACE U) 1 ' a---------------------0 ' , CONCRETE FOOTING TO VIRGIN SOIL N o 6 6"X6"TREATED POST, - o E.0 , e 1 POST ANCHOR-SEE DETAILS ON m; E y ' DRAWING-2 FOR STRAPPING AND rn m 0 c m ° aot Cl) o ; UPLIFT CONNECTIONS. w `Eo o c a5� o 0 iY) 8'-2" 1 �' , °u � c� a � c �� c • --------- -- -- - ------------- - ----- ----' ' ' ' '° `-------- o c c a m c m m -___ __�____ U U� C -„tom_, �� O N C O' O '� N a O F t 1 `,° •---------------------- ----- -----------1 ---_ �_J ■ ' , ____________________________ ____----------_ . 1 e' `7 O •n U O N U O U y T_ •� Lt Y N Q7 Ny N MAINTAIN REQUIRED SEPARATION ' ' 1'� ' ' 1 1 DISTANCE FROM ALL HEAT ; v ; ;I' l 1 ; '° ; •-- -• coo w N o L .� _ 't= 3 PRODUCING EQUIPMENT TO ' 1 ' I i ; b !--------- a o 0 o o L °�' m oto. COMBUSTIBLE MATERIAL AS PER i �a i ,'; ;1; u1 ��°------------------°_E----9°O____===E2-=?= �..�� , c �o �."o �w y m -- -- -- - -- - - --- MANUFACTURER'S SPECIFICATIONS ; °d ; ; ; �; ; o ; ; , _ -_ 1 L r.`._-5 N o 3 0 AND LATEST MECHANICAL CODE. 1 , 1 Il, �,1, z w , , 111 a� c ° `o c o 1 1 LL 'I1 1 ' SLI 1 O O Lu='6 1 1 1 11 Q c.�-O C N U.g @ I 1 _J 1 : , ' J,1, O U F- I 1 1 11 p(0 N CCL Mechanical Systems , ' > I >, , z Q�, 1 1 _= E U 0 cu U J II ---- Nom-BASEMENT �,I, �o�- , , 111 - D sr �a =L) V) 1 , 1 0 1 � U_in -O a , 111 c Z'c� Qcncmcmo 1 1 00 1 �1 1 Q 7 1 SA 1 C Q E.(0 m a (p U a'G.i BARS.GRILLES,COVERS R310,4 The Mechanical S stem shall be 11 AS f1'ER SECTION R506. 1 1 w 0 F w , 15'-5/" r u, o Y 1 , 1 e '� I , o "1 I I Z Q Z S I I 11 1- u=i m Ft- m E a.E o n BARS,GRILLES, GRATES OR SIMILAR installed in accordance with I e,> I .- II, 4" gA,ST-IN-PLACE CONCRETE o O O w F- 1 1 gill DEVICES ARE PERMITTED TO BE PLACED Chaptersl2-24 of the Residential ; ' ; w x ; SL I W/6 MIL VAPOR BARRIER °r x1(l -� °�g LL 1 a 1 gill OVER EMERGENCY ESCAPE AND RESCUE Code of New York ' ' m ;1 `*; °o W �0 OPENINGS PROVIDED AS FOLLOWS:NET o i + i T ' °?"' LL �U)Q w � nn CLEAR OPENING SIZE COMPLYING ; i ; UO bo `o N C%4 �}W� WITH R310.1.1 TO R310.2.3 AND SHALL 1 a , i- Tal+ >w BE RELEASABLE OR REMOVABLE ; v' ; 19'IOYz' to 3'-7" ' 'T a' m Z 19'-01W, FROM THE INSIDE WITHOUT THE USE 1 r - Z 1111 OF A KEY,TOOL,SPECIAL KNOWLEDGE WINDOW WELL R310.2.3 1 N Q O w OR FORCE GREATER THAN THAT REQUIRED HORIZONTAL AREA SHALL BE o ; Q T z= MIN 9'-0"SQ FT.WITH A , I , 1 F- 0 0 H FOR THE NORMAL OPERATION OF THE HORIZONTAL DIMENSION I '> I N Cl)CL w 0 EXTERIOR PATIO SLAB gill ESCAPE AND RESCUE OPENING, 1 1 1111 OF MIN 3'-0"TO ALLOW FOR , , "- '-"- POST 6"4000 PSI CAST-IN-PLACE SLAB gill LADDER&STEPS R310.2.3.1 EMERGENCY ESCAPE AND ' ' "■■■'■+ A gill ' , 11 1 ABOVE ' W/6X6 wl.4/w1.4 WELDED WIRE MESH 1111 RESCUE. LADDER SHALL BE , �' 1 ■ ■C■_■51 ° ON GRANULAR COMPACTED FILL. gill WINDOW WELLS WITH A VERTICAL PREMITTED TO ENCROACH ; , 1 _.,_ _-____a I ' PITCH SLAB AWAY TO DRAIN loll DEPTH GREATER THAN 44 INCHES NOT MORE THAN 6"INTO , p' , n ' n n n 11■■■■■P. , -- • I I 11„ 1 ' SHALL BE EQUIPPED WITH PERMANENTLY REQUIRED WINDOW WELL ' v ' ,I 1 x „ n 11.■MMOINNIM ' W12X26 AFFIXED LADDER OR STEPS USABLE o DEPTH. 1 1 (yp) 1 _ _ °i Beam Pocket t ' ' " " " "_■■■■f■+ , WITH THE WINDOW IN THE FULL OPEN i.l ; 1 ' POSITION. RUNGS SHALL HAVE AN `' ,__________kL '' ' "--R r-' "' eam Pocket (typ) , _, ; shim as req'd :l ` i ■F■■t_ d 1 INSIDE WIDTH OF AT LEAST 12 INCHES -,--- _- -- _ �W12 X 4O _ _ --_- shim as req'd 4 "' N M SHALL PROJECT AT LEAST 3INCHES - v ------ --"_--- -� __--" _ 1 "'- ' I �> _.�__a._ -' - - - - - _--�"""- _-r_-r,k.-__ -+�" _ ., a■ -, POST -- --- ' q ' 1 I 111 ' ' ABOVE THE WALL AND SHALL BE SPACED 4 ; d ;------------- FROM NOT MORE THAN 18 INCHES ON-CENTER -_-_______-• °' , 1 ' 1 ' '-- _ ' ' VERTICALLY FOR THE FULL HEIGHT OF o� ' III ; ' ■■■ -t TYPICAL INT. FOOTING/COL ; I 2'-4 O1 1111 ' _ _ ' 30"x 30"x 12"THICK ' gill THE WINDOW WELL. ; ,_ a ,, ; 0 ;'; o! ;1; ' _ _ CAST-IN-PLACE CONCRETE 1 d 1 U) 1 1 U)f o : N 1 1(V W I 1 ;I; „ z ui ;I; I _ I W/3 ROWS#4 REBARS EACH WAY ; r '..... ' till ;C 0 ; 0= I 1 ° 00 w v rn ", 1 = 1 FOOTING&4"DIA STEEL ''''1''4 1 gill in 1 1 cD 0 1 0 c7 ;'; `r LL o ------: 1 _ COLUMN y�- -; ; N p 07 ; a ; ; LL= ;I; LL 0 Q G' ---Uj il' I ( ' vv ' i�i� Q W O Q I-ua ' Cl)-~ I I 2X4 FRAME AROUND J ~'�' o O m w H (D _ __ _ STAIRCASE FROM FLOOR ao , , til; CO Z 1 Q 1 3'-4" 1 1 „ 0 1 1 o O a 1 0:I' 1- W Do I I _ _ TO CEILING. TREATED SHOE �- ' .° O �� a w Q U4 1 00 1 = 1 U , = PLATE AND GYP.WALL BD T . ° CO ----------. a 1 „ T LL F-p-mg , _J v� uJ INSIDE FACE OF WALL MIN. ;, '-=-- 1 ;;;; L p Q o ; 4 ;___________, OJ II' ro }w� I " , � I I � ATTACH RAILINGS. HANDRAILS 1 .--� _-� ; 1111 m W iti I ' I " : ' o C7> ---N 'I' LL 1 1 LL 34"-38"ABOVE NOSING. •---,- a nn O U) W a--P o z�"� ; --- �'•-- - m®------ ' j SMOKE j ; 9 -------' 1111 Q • ------4----• 'D I I - - -1 11 O LL Q Z , J S ALARM J 1 1 1111 I_ L1J l O ( R302.7 UNDER STAIR PROTECTION ,,,, U W V c-)o z Lu °�„° ti ENCLOSED SPACE UNDER STAIRS THAT ° ; „;; O Iz (q o O-'�- CO IS ACCESSED BY DOOR OR ACCESS ZD a w Q I I ALARM I X PANEL SHALL HAVE WALLS,UNDER-STAIR 4 ;ill 1 d SURFACE AND ANY SOFFITS PROTECTED ,., __ 4'0" ' " ON THE ENCLOSED SIDE WITH I n� Cee______g __e== _ _--------- 1/2-INCH -e ---1/2-INCH GYPSUM BOARD. , 0 1 n 1 II II' ....I I N ' � ' • , I 1 II 1 1 1 1 1 d 1 1 1 - , p , -" 0 '-^-v Q-- ., •`O 7 •D• ••v- --��' ' N A a a o /, •a l l `n /1 a n 1.,1 n o n a /� d a ------------------------------- ------------....... I -- ------------------------ 1 1 ,----- 12'X12"CONC. PIER ON 1CONIC. � J MIN. 36""BELOW GRADE FOOTING '�' EXTERIOR PATIO SLAB ' -'----------------------r 6"4000 PSI CAST-IN-PLACE SLAB , � --------------------- :i d1 W/6X6 w1.4/w1.4 WELDED WIRE MESH �.{ TYPICAL FOUNDATION - ( 9'-0" WALLS ) PITCH SLAB AWAYON GRANULAROTIO DRAID FILL, p, IN ACCORDANCE WITH CHAPTER 4 A __. .__ �' �' E 8" CAST-IN-PLACE WALL WITH HECK WALLS FOR CONCRETE � (� HORIZONTAL REBAR: PER TABLE R404.1.2(1) STOOP Lam' ,_., C� AND STEPS ABOVE O to Greater than 8 foot Wall Height: One # 4 bar within ►'-I-� rn 12 inches of the top of wall and One #4 bar near is' 9° T-6° is'9° F-+-,I .� M o the third points in the wall story. VERTICAL REBAR: PER TABLE R404.1.2(8) Cq #5 @ 41 inches on center. ** 47'-0" / o M ON 16"x 8" CAST-IN-PLACE CONT. WALL FOOTING, 110 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE TYPICAL ANCHOR BOLT -R403.1.6 AR O MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND 9'-0" FDN WALL HEIGHT ONE BOLT 2 WASHER. 2 BOLTSPER OFF ENDS OF PLD AT LEAST TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FOUNDATION PLAN FOOTINGS 1V TO 2H. 1. Walls 24 inches total length or shorter connecting offset braced wall n 11 / 11 located in the center third of he plate secctionit and shall beattachedto adjacent t rn SCALE: 1I4 - 1 -0 braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 2. Connection of walls 12 Inches total length or shorter connecting `:�•.. ;�i;_JJ',u �-� ` offset braced wall panels to the foundation without anchor bolts shall be permitted. "•--.. The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 47'-0" 4'-0" 43'-0" 5-8d Nails 4'-0" 16'-9" 9'-6" 16'-9" 0 each end 4'-8" T-10%" 4'-2/2" T-10'/i' 4'-8" 70, W Of U O z W w � SIMPSON 2.5A HURRICANE TIE W W E 7 RAFTER TO HEADER NTS ��6X6 W z o I , 2-2x8Cr, 1 Cr � 9. Q Z , 6.. IO O ' ' x6 RR @ 1 "oc z ,J H O 1 2X4 CJ @ 1 "oc z O W 2X8 RIDGE D COVERED MASONRY STOOP ; ; 15' 8" W d' VLFLUSH' �/4 - Y: W N O Ilk fy w 0 < 'r-" MTW3052 EGRESS TW3052 (2)1-3/4" TW3042 TW3042 ^ 0 r^ � 3 8'-7" - - 1..- v J ® 2 2x10 2-2x10 2 2x10 , 2-2x10 _ — — — — — — — ' 2%1'/� 16'-31/2" — — — — — — — CO 'l iV ® ® 3YZ" 0 5'/z" 5Yz" ---- -- - (3)1-3/4_x 14"LVL E o 0 c 8' C L to-0 O L N utt V V G y C y O KITCHEN 11" ° ' �, FOYER FRAMER TO VERIFY CENTERLINE& ;;;; I c 0 m w o 0 LIN. li HEIGHT OF WINDOW OVER KITCHEN sell :°.d' r- 0'm o `o to o 0 0 o - uu � 22 n 0- 0 . " o CIL --- -, SINK WITH KITCHEN LAYOUT PLAN loll I r a v °,� 02 N S " M'� O N In �- » = a.- «- O SIMPSON STRONG-TIE `� PROVIDED BY BUILDER. 0 sell T.t = o C0'- _o- 0 ECCLL \` o� TJI 360-11 7/8" oor Joists 16"oc 0 sell I w o 0 0 a 0 L 0 m o >_ 3 pill ~O"D U N SC.. C? ~ S oM s_ .9 �� Itlo c 0 �a� (ECCLR STIRRUP ON OTHER SIDE to BEDROOM #1 O N --- - Iiit gill 2 N10 NTS `` ' - w `V 12 Cl) 00 co p,%1+6 I (3)1-3/4'x11-7/8"LVL FL SH p,%l+� ;i„ I u a� o a. o `o o o N O .`� }.. _ _ _ _ _ _ _ _ _ ir w 1111 O 'D C E N'—E d7 CLG JOIST J� ir O� ni I �'�n v_ t° �L vi-0 CU c 5 BRG WALL ABV / O O I lou as.- c= 0wc0cC- o ai o I— U to [D c- F- o E n._o 0 S 2'6" O J J Till I L O O'a O Z (6 (� C L X 4'8" I M loft DN C� d U v un VENT CLOTHES DRYER M co o COVERED x N X SIMPSON ABU POST IN ACCORDANCE WITH �' x`" 8"TREATED POST TO CONCRETE BRACKET CHAPTER 15 CLOTHES W -------- 2.8 = PORCH N SIDE COVER 2"MINIMUM DRYERS EXHAUST. '�_, 1, , I gill CONCRETE SLAB ON GRADE ;;;; o, 1, o WTIH STONE FINISH PER OWNER fill " 2x12 RIDGE 1111 2-1/2"GALVINIZED CARRIAGE BOLTS BEARING �- sell OR SIMPSON SD STRUCTURAL WALL in CONNECTOR SCREW -�"� ; ;; ; �� I N Cl) 1111 U O U nn GRADE ADHESIVE ANCHORS:HIGH-STRENGTH 2'6" 2'-6" : o loll loll EPDXY ANCHORING ADHESIVE FOR , F® oI ; ........ ; I �� o v �CO � 11;; J I USE WITH THREADED ROD ------_- _ Z MECHANICAL ANCHORS;SIMPSON I I z' x a loll WEDGE-ALL WEDGE ANCHOR CP ° WALK-IN 1 ,TJI 360-11-7/8"-Floor Joists(a�.16"o' N filo 2 CLOSET ,I I, N Cf Ln U)12"DIAMETER M STEM W/#4 REBORCRETE J a 0 II II L Lu O loll I 1111 O 11'-0" 0 8'4" 3'4" =n ¢ C7 gill FOOTINGS MUST o v m = o 1 UL LISTED it z g sell co 0 5 1 3Yz" C° I ----- ----- BEARI JJ ON COVERED FRONT PORCH FOOTING: o) W M Oa; WOOD BURNING UL LISTED c w O ,tl, UNDISTURBED 24"x 24"x 12" FOOTING TO VIRGIN SOIL I N II II = PRE FAB FIREPLACE 0 0 WOOD BURNING X N SOIL (MIN 36"BELOW GRADE) I , GLASS DOORS& PRE-FAB FIREPLACE x fill _o �o � O II HEARTH EXTENSIONZD 0 GLASS DOORS& N N o = AS PER RESIDENTAILLn loll 0 0 0 HEARTH EXTENSION _00 ,I ---- I, j CODE-CHAPTER 10 AS PER RESIDENTAIL ;;;; P.T. POST TO CONC. PIER & FOOTING � � N J --- J VENT TO EXTERIOR CODE-CHAPTER 10 sell CONNECTION tc'� PORCH NTS s'- 'r�" 2'-0" I II VENT TO EXTERIOR r fill SIMPSON ABU INSTALLED IN ACCORDANCE 'I 3'-io" I' X I o WITH SIMPSON SPECIFICATIONS AND DRAWINGS. I M I a N 8x8 WOOD ;;;; o 0 FOYER I' LIVING N N POST-see v N M connection details ' O N ROOM _ M II o II CO this page Ilit I cfl Z in FAN 'I 3 Cl) (3)1-3/4"x 14"LVL LLJ p Q ID D5'-6" ® I zozo(n II +6 - - - — - - - - — - - — - j m �► 2-2x'10 SEAT 2-2x10 2-2x10 ' t 1" 2-2x10 2-2x10 Z,�„— iv O Cn J U W Q TW3052TEMP GL TW3052 ' I TW3052 TW3052 Q 01f Cl) . .°x° COVERED ll 2x6 RR @ 16"oc MASONRY N o 2X4 CJ @ 16"oc , , STOOP N WINDOWS, EXTERIOR FRENCH & SLIDING DRS 2X8 RIDGE BD ; ; --------- 2-2x8 Plans indicates ANDERSEN series 400 Tilit Wash 0* Model Numbers and shall be In accordance with R609 6x6 To be designed & installed as per manufacturers A POST ----------------------------- specification for 140 ultimate design wind speed and Table 301.2(2), 301.2(3) Ian Provide HP LOW-E4 glass; U = .30, SHGC = .30 M� EGRESS: shall meet R 310 3' s" 4'-9" 4'-9" 3'-8" WINDOW FALL PROTECTION: shall meet R312.2 rn Substitutions made upon meeting Code. 4'-8" 8'-5" 8'-5" 8'-5" 8'-5" See page one, general notes for additional C, code requirements. 21'-6" 21'-6" R312.2 WINDOW FALL PROTECTION NOTE: 43'-0" FookQ Z 0 TOP OF THE WINDOW SILL SHALL M BE A MINIMUM OF 24"ABOVE THE FINISHED 10 r� o FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE 9'-1" PLATE HEIGHT BUILDING. SHALL COMPLY AS FOLLOWS: 1ST FLOOR PLAN R312.2.2 WINDOW OPENING CONTROL DEVICES: SCALE: 1/4" = 1'-0" � D,q�G, O WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000. THE OPENING DEVICE AFTER OPERATION TO RELEASE THE AREA SCHEDULE O Smoke Detector • DEVICE SHALL ALLOW THE WINDOW TO NAME AREA Carbon Monoxide Detector A FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 FIRST FLOOR AREA 1442.5 sq ft. CO Refer to DWG-1 General Notes In accordance with Section 915 of the 2020 IFC, R314, R315 of the Residential code of NYS .- W O z �- Pre-Fab/ Factory Built Fireplaces W G~'j In accordance with chapter 0 W W E 10, factory-built fireplace inserts shall U) > Z o be UL listed and labeled and shall be W — = installed in accordance with the r 0 z E conditions of the listing. Factory-Built z 0 _I 0 o fireplaces shall be tested in accordalnceU) s 43'-0" with UL 127. Hearths shall be installed in 0 _ a 4-8 7-10'/2" V-11 v2' 8'-111/2' 7'-10'/2' 4'-8" accordance with the listing of the co C) a- o Fireplace & 1n accordance with NYS code W UJ � for Hearths & Hearth extension. Q � Q All Fireplace shall be equipped with ;an W, W O� W 0 < CO exterior air supply. Exterior air ducts shall be UL listed. Factory Built Chimneys shall be in accordance with chapter 10 Section R1005 Factory Built Chimneys. o o E.N 0 = �� oaa �, _w i= Co: N-0 as � O U � C't O C U C D C 5 �. Q O U C (0 f0 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —. — — — — — — — -- - - — 1 au oY °� o ��e 0] O Vi U TW3046 TW3046 TW3046 TW3046 TEMP GL TW3046 . L N o 3 L .� 3 0 3 .b w U Ota.- N UL-. 2-2x10 2-2x10 I w o ' ai ` 2 2-2x10 2-2x10 2-2x10 L L.�.� N - �j o.3 a / I O.: C '_) 0 U O C O U O -- Ccoo 't 17'-3'/z' 14'-6'/Z" g'4" I \ t'� y`�� c c E °2 0- <° 5Y�" Q o 5Y a 5'/z" � y.0� ¢co C:0 0 L) ZD 'v I Lo »= rcamioU- a) m o �� o � H U m m a- H S E o.� o n ROOF PLAN I �° @) (� X o SCALE: 3/16" = 1'-0" I M �� `Q'°/ CLOS N W o z 4,_0.. 4._3„ 0 7'-4„ 1'-8" L `O r vi BEDROOM #2 o w OU 5Yz" °' 3'V2'-6! 3+/z" N T-0" W X U O CLOS Cr N ct W N N 2'-8" 2'-6" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ tD r I SEAL& INSULATE CLOS o c ATTIC STAIR PER O O �' r - -J 436 - -1 r - 436 - r 436 - I N SEEECT 1102.2.4 D TON DWG-3 HALL N 4'-0" : I I I IEu . CO , I I 14,2„ I II2'6" GUARDRAIL BEDROOM #4" 1 1 I CLOSET CLOSETa , o o- - - - - - _ - (1)1 3/4"x11-7/8"LVL RIDGEBOARD N 1 I � � --- DN ki M _ I77 ♦ / \ / / C I N ♦\ I / / \ / ♦ / I I WALKzo -INI - ------- oo a °CC a ♦ , / \ , / ♦ / I I CLOSET I BEDROOM #3 - --- -- ° ;� N y I O c` J I C) J ¢ � � LtJ I I U o° o -- - Cnw 0 `nw N O 1 0 ° CD oo of ¢ F- ¢ C O F- _� z fD Ua`t Da w O w C7 a N O UL LISTED GAS @� L z g Z g o) PRE-FAB FIREPLACEU) or Q 3'4„ C7 z ¢ -'-J 3'-4" ¢ �J --- -= X w O w O 0 U GLASS DOORS& LU LU r - - - -�-• ----- -------- ------------.—.—. —.�..-------•-- --I OW - o UU o UU HEARTH EXTENSION 00 (n UI 1 ~ ______ x x X N AS PER RESIDENTAIL Q N X N N 0 Z g - N \ N CODE-CHAPTER 10 U U_1 U TYPICAL DORMER FRAMING: I I o ='p C', VENT TO EXTERIOR 2X6 RR@16"OC I I �, �U 1 I 2X4 CJ @ 16"OC I N�` o Open to 0 I ' I � I T T T\ �° below �° a N • I I I 16'-4" 8' 10" 16'-4" cli 19 I I I I I I I I I I I I 1 14'-2" I I '4'2" I 14'-2" I ' I 2 2x10 2 2x10 2-2x10 2 2x10 2 2x10 L - - - I I I I 1 I I L - - - TW3052 - - - - - TW3052 EGRESS - - - TW3052 TW3052 EGRESS TW3052 I I I - - - - - - - - - - - - - - - -, TVy?4,16 - j L - -T 24& - _ \W4s`1.6 I I A v ~ EQUAL EQUAL ��ll 4'-8" 8'-5" 8'-5" g'-5" 8'_5" 4'-8" M �J R312.2 WINDOW FALL PROTECTION NOTE: -"o oo DORMER PLAN o ROOF 0 21'-6" 21'-6" U – r o TOP OF THE WINDOW SILL SHALL SCALE:3/16" - 1'-0" BE A MINIMUM OF 24"ABOVE THE FINISHED 43'-0" o M FLOOR AND GREATER THAN 72"ABOVE THE 44 FINISHED GRADE OR OTHER SURFACES O BELOW ON THE EXTERIOR SIDE OF THEU ROOF PLAN BUILDING. SHALL COMPLY AS FOLLOWS: 9'-1" PLATE HEIGHT O Smoke Detector –D FIRE BLOCKING SHALL BE INSTALLED Carbon Monoxide Detector �Et ACh' SCALE: 3/16" = 1'-0" R312.2.2 WINDOW OPENING CONTROL DEVICES: IN ACCORDANCE WITH R302,11 2ND FLOOR PLAN co Refer to DWG-1 General Notes THRu R302.11.2 AND DRAFTSTOPPING WINDOW OPENING CONTROL DEVICE SHALL PER R30221.2A RDRAF.1 SCALE: 1/4" = 1'-0" In accordance with Section 915 of the COMPLY WITH ASTM F 2000. THE OPENING 2020 IFC, R314, R315 of the Residential ? DEVICE AFTER OPERATION TO RELEASE THE AREA SCHEDULE code of NYS DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENING NAME AREA AS REQUIRE TO MEET EGRESS R310.2.1 SECOND FLOORAREA 1425.7 sq ft. 0 N CONT.RIDGE VENT ASPHALT SHINGLES 12 12 12 12 12 12 12 -- 12 12 _ 12 12 12 i 12 12 - — — - a 10 10 D TOP OF PLATE - - — _ — _ TOP F PLATE W O U � a, 12 12 LLLiJ --- - —5 — 5- W -- 12 12W -- -- _ ��/�j 7W 7 7 - w / L 0U TOP OF SUBFLOOR - - _ — _ — TOP OF LOI LJJ c� - - - - - - - - - BF--OR r zz0 TOP OF PLATE_ — - - _ — _ — _ TOP F PLATE - 7 0J J �1 - - - - - - - - - O Z O co � V Lu ® I— O = a �, U Cn 0 1 � " _ W WN ° LLE d �FM Li W 0 Q �CO Q cn N E N TOP OFSUBFLOOR TOP OF BFLOOR o N - - - - - - - - - - - - - - - - - - -- a� - ,g rn m 1 20 `. a TOP OF FOUNDATION o y y9—A0 ..- E _-_- - _ — _ TOP OF FO NDATION = p a _ c N o I I I I I FINISHED GRADE I I I I I •�a o o o N o 0 � Y 81 doU Y a7 a) � IEJ I I I ( 1 I 1 I � o� p o rn � v` c I I I I I I I aci•ME� c o m�� p 3 L c w REAR ELEVATION Bottom of RIGHT ELEVATION Ell Footing Footing co p0 36"below 2SCALE: 1 /4" = V-0" Grade Minimum SCALE: 1 /41 -011 mp0 Cr U).- 2 LE`o c:-.D � c m N�. a� L=.y N M U f6 E _ O N I I I I I I I I I I I I I I I I I _ co y N.0 Q tLA C Q7 C W co ( I I I I I I I I I I I a) C d E(0 a7 O N p0 0-'- DF p- TOPOFFOOTING I— .L - - - - - - - - - - - - - - - 11 - - - - - - -L L - - - - - - - - - - - - - - - J - - —I - - —1 -- - - - - - - 1— - - 1— I I I I I - — - - - r -I r r —1 1 r r � TOP OF DOTING � T - - - - � -� - - - - -L• I- - - - - - - - - - - - - - - - - - - - � n m � � a E a.c_o n L — —1 — — — — — — — — — — — — — — — — L — L — — — — — — —I — —I — — — — — — — — — — — — — — — — J- — — — J- — — — J L — — ._ 1 — — — — — J — — — — — — I— — — 0 TOP OF ROOF TOP F ROOF CONT.RIDGE VENT- `y 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 ASPHALT SHINGLES through the roof(Chapter 10-Table R1001.1) ~ 12 12 12 ® 12 12 12 12 O 12 1 1 =_ No W 10 _ a 10 N I— D z TOP OF PLATE TOP OF PLATE CONT. RIDGE VENT Q J C.) W U U) L� BO12- N 7 7 TOP OF SUBFLOOR TOP OF SUBFLOOR TOP OF PLATE TOP OF PLATE TOP OFS— - - R _ _ TOP OF SUBFLOOR - _ T l .� b.0 TOP OF FOUNDATION_ _ TOP OF FOUNDATION le FINISHED GRADE I rr� - - - �,, I I I I I 1 I FINISHED GRADE I I I I I V1 J \C Pr.' 111 III ' ED AO I I I I I III 111 I I I ( I I I I I I I I I I I IC V o I I I I I Ili _ — it I I I I I I o I I I I I I I I e ` `�f;• J Avi�� ' ' ' ' ' ' ' ' ' ' FRONT ELEVATION LEFT ELEVATION LLLQ _ _ � I I - - _ —Ji, � I I I SCALE: 1 /4" - 1 -011 I I EMERGENCY ESCAFIE I I I ( I I I SCALE: 1 /4" - 1 -011AND RESCUE I I I I -- I I I I WINDOW WITH WELLI I I I I I I I I 1 1 I I �':r G ' TOP OF FOOTING 1— - - - I - I— - - - - - - - - - - - - - - - I— I— - - - - _-1 -1 - - - - I— - - - I— —1 - I— - - L- - - - - - - - - - - - - - - - - I 1- - - - - I—I rcL�y r - - - -- - - ' -- - -" r T T T —1 1— T 1 1 TOP OF FOOTING —_— T T 1— 1— T T — — — — — — — — — — — — — — — — ' - - - - - - - - - - - - - - - - -L -- J - - - - - - 1— — - - - - - -I — — — —I — J L — — — J- — — — - - - - - - - - - - - - - - - - - I— — 1- - - - - -L — J' . . . . . . . . . . . . . . . . . R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated,shall be provided with a %-inch gypsum wallboard membrane, %-inch wood structural panel membrane, VENTS: or equivalent on the underside of the floor framing member. P3103.1 ROOF EXTENSION Penetrations or openings for ducts,vents,electrical outlets, OPEN VENT PIPES SHALL lighting,devices,luminaires,wires,speakers,drainage, EXTEND MINIMUM 6"ABOVE piping and similar openings or penetrations shall be permitted. ENGINEERED FLOOR JOIST THE ROOF OR 6"ABOVE THE WITH A MINIMUM FLANGE Exceptions: 1/2"THICK GYPSUM ANTICIPATED SNOW ACCUMULATION. BOARD LAYED ON OF 1-1/8"X 2"WIDE. P3103.2 FROST CLOSURE: 1. Floor assemblies located directly over a space protected by an TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION WHERE THE 97.5%VALUE FOR automatic sprinkler system in accordance with Section P2904, ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY OUT-SIDE DESIGN TEMP IS 0 DEG F NFPA 13D,or other approved equivalent sprinkler system. CODE.REFER TO RES-CHECK OR HERS NOTE: REPORT FOR INSULATION REQUIREMENTS. 4" VTR 4" VTR ROOF OR LESS.VENT EXTENSION THROUGH 2. Floor assemblies located directly over a crawl space not intended INSULATION OMITTED JL JL A ROOF OR WALL SHALL NOT BE LESS for storage or fuel-fired appliances.THAN 3"IN DIAMETER. ANY INCREASE g pp FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION ENERGY COMPLIANCE IN SIZE OF THE VENT SHALL BE MADE LAYED ON TOP FLANGE WITH 3. Portions of floor assemblies DOCUMENTS NOT LESS THAN 1 FOOT INSIDE THE INSULATION STAY WIRES 24"APART ' THERMAL ENVELOPE OF THE BUILDING. shall be permitted to be unprotected where complying with the following: MANUFACTURER:"ROXUL" - „ 3.1.The aggregate area of the unprotected portions does not exceed 211_ ; _2 ; 80 square feet per story FIRE PROTECTIVE OPTIONS 3.2. Fireblocking in accordance with Section R302.11.1 is installed along FOR I-JOISTS FLOOR SYTEMS TIONS _ the perimeter of the unprotected portion to separate the unprotected - portion from the remainder of the floor assembly. COMPLIANCE WITH:R302.13;FIRE PROTECTION 4.Wood floor assemblies usingdimension lumber or structural composite OF FLOORS: EXCEPTION:#3. 1 1/2" ;1 1/2": 1 1/2" 1 1/2'; 1 1/2 ; lumber equal to or greater tha2-inch by 10-inch nominal dimension, 2" ; or other approved floor assemblies demonstrating equivalent fire performance. TI W L.L_ ' 3 :31' 2ND FL. 0O 2" ' 3„ 3„ 2„ z UJ 2" CONTINUOUS RIDGE VENT 8905.1.2 ICE BARRIERS; 2„ "___, - _ SELF-ADHERED POLYMER MODIFIED TYPICAL ROOF CONSTRUCTION ''�/—� W W E ---�' �� RIDGE BOARD BITUMEN SHEET USED IN PLACE OF vJ Z O ,3 ; ; _ NORMALUNDERLAYMENTAND Class AAsphalt Roof Shingles w/ W �_ v EXTEND FROM THE LOWEST EDGES OF fasteners per manufacturers specification .. ry 2" ;-- --- 1 1/2" ; 1 1/2" ;1 1/2":1 1/2": 1 1/2" 1 1/2" 1 1/2's , ALL ROOF SURFACES TO A POINT NOT and the NYS CODE. z E ,1 1/2 3 LESS THAN 24 INCHES INSIDE THE Q J WASHER DW EXTERIOR WALL LINE OF THE BUILDING. Underlayment as per section R905.1.1 & Z �� 8802.4.6 COLLAR TIES `�• ON ROOFS WITH SLOPE EQUAL OR GREATER W 2" 2 SHALL BE NAILED with,4-10d installed per Table 8905.1,1 1 Z THAN 8112,THE ICE BARRIER SHALLALSO BE p ( ) O ' BOX NAILS IN ACCORDANCE � d APPLIED NOT LESS THAN 36"MEASURED ALONG Ice & Water barrier as per section 8905.1.2 —• 01 rn U �� WITH FASTENING SCHEDULE 2x4 CT @ 48"o THE ROOF SLOPE FROM THE EAVE EDGE OF THE M 1 ST FL. BUILDING (Note: Double underlayment is required (n � f— of co for Roof slopes between 2 on 12 and 4 on 12) �j }- o 2„ 2„ 2„ J N , 3„ 3" Framing As per plans with 1/2" exterior grade De- W 0 Q � Q 4" 12 12 span rated structural plywood Sheathing, CO o.. � � Nail to framing in accordance Fastener 10 Schedules & Strapping per detail sheet(s). , 2x4 CT @ 48"oc 10 Flashing per R905.2.8 �.s —0 C En In RAFTER/CEILING JOIST HEEL '0 o E N JOINT CONNECTION TYPICAL SOFFIT CONSTRUCTION. m 0 °'= a a° SHALL BE NAILED " .r �,o ° c a) c m T TOGETHER IN ACCORDANCE 12 overhangs-typical o_ ° .,- U Cc C ' 6" Wood fascia & 6" Wood rake boards. 0 N m t .�s o WITH TABLE R802.5.2 (SEE TABLE)WG-1 FOR NSULAT ON Trim in aluminum or use azek or equal ° N ° 2 Y ' WITH MPSON H AAT EACH „ " a'o a a a v w '� v w° Metal edge erR905.2.8.5 � y � Go �aocc c3 ' RAFTER TO STUD. p g p �-� Y m- � �Y °sing 3 L o 4 FAI � � Fully Vented Vinyl Soffits a.� �� 3 3„ ' TOP OF PLATE _ 00c°ia° °cN =� TYPICAL EXTERIOR WALL N L N Co d C 7 ° p CO 2x6 Doug-Fir Wood Studs @ 16" oc. a g E E Double top Plate and Single Sole Plate. :N.L M _ ° N a 880 2.1 LAPPED JOIST „ co: � ��' Q c a°i o 4 LAP NOT LESS THAN 3 . 1/2 exterior Grade - Span Rated -' � ° °L y co0EoM L'a ° o ° . TO A NEW SUFFOLK COUNTY BE NAILED 16d Continuous Structural plywood Sheathing. U cn M P � E a.=_ COM N NAILS IN ACCORDANCE APPROVED SANITARY SYSTEM PLUMBING RISER DIAGRAM `' WIT ABLE 8802.5.2 ON DWG-1 Fastened per Fastener schedule. °' BEDROOM #3 CLOS tyvec House Wrap or equal. NOT TO SCALE DROOM #2 Vinyl or Wood Siding as per clients selection _- 8.21 BATT installed per manuf specs and NYS code. 1. PIPING SHALL IA SUPPORTED IN ACCORDANCE WITH SECTION AND V ENGINEERED INSULATION Cont. load path strapping installed in accordance 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS - FLOOR P pp g MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 o JOISTS with drawings. Provide Fire Blocking in accordance TOP OF SUBFLOOF2 _ _ __ _ with R302.11 & R302.11.1 and TOP OF PLATE Draftstopping per R302.12 & R302.12.1 TYPICAL FLOOR CONSTRUCTION 3/4" Plywood Span Rated Subfloor, Glued and Nailed in BATHROOM WALK-IN BEDROOM 41 accordance with the fastener schedule. CLOSET Floor joists and Bridging as per Code. o� INSULATION SCHEDULE R-21 BATT R-21 BATT TYPICAL FOUNDATION CONSTRUCTION INSULATION INSULATION shall comply with 2018 IECC in accordance with chapter 4 ENGINEERED 3000 psi Air Entrained cast-in-place concrete FLOOR Location R-value Thickness JolsTs wall on cast-in-place Concrete Wall Footing per Flat Clg * R-38c 10-1/4" _TO_P OFSU_BFLOOR _ R403. refer to Foundation Plan for footing size & N o Vaulted Clg R-30c 8-1/4" M )U U UU UU U U UUUUUUUUU UUUUUUUUUUUUUUUUUUUUUUUUUUU thickness. Concrete Horizontal and Vertical p Floor(unheated space) R-30c 8-1/4" TOP OF FOUNDATION _ _ Reinforcement per Chapter 4. & gen note #6. z Floor(outside air) R-30c 8-1/411 _ Damproofing per R406. 2- 2x6 approved Exterior 2x6 walls R-21 5-1/2" a', -30 BATT e` treated Sill Plates, Sill Seal And Termite shield per m w Exterior 2x4 walls R-15 3-1/2" + - - INSULATION Section R318. Anchor bolts per Foundation Plan o > 6i R-3 Exterior Foam Insulation ;; and R403.1.6 ¢ R302.13 FIRE PROTECTION OF FLOORS: U W air seal walls to pass 3 air changes per hour PROVIDE 1/2"GYPSUM BOARD ON ENTIRE 0 W U) Above grade attic walls R-15 3-1/2" UNFINISHED CEILING ABOVE BASEMENT ATTACHED INTERIOR WALL FINISH TO THE UNDERSIDE OF THE JOISTS, Foundation Walls R-11 Draped over walls d c BASEMENT e` Provide 1/2" Gypsum Wall Board on ceilings ( in lieu of insulating basement ceiling) and walls except basement walls & clgs - unless Foundation Rim Joist: R-13 - 2" closed cell spray foam MAX. FLOOR TO noted. Min 1/2" Moisture Resistant Wall Board on �• SILL HEIGHT:44" '. _ L All Glazing U = .30 SCGH: .30 Ceiling and all walls in Bathrooms (humid areas) T\sr/1 Doors-less than 50% glazing U = .40 TOP OF FOOTING _ . • • , , ,TY P.BASEMENT SLAB• and 5/8" cement board on walls and ceilings in wet areas. Door-more than 50% glazing U = .30 SCGH: .30 — " — - — - — - Provide 5/8' Fire Rated gypsum wall Board on walls and ceiling located as per code, manufacturers *If part or the entire attic will be decked over with plywood, requirements and drawings. the ceiling joists must be deep enough in order to fit the batt insulation so that it is not compressed. If not then Clg Jsts will have to be built up or upgraded to the next size. - A p� Other Specifications: SECTION • Windows: U<_ 0.30, SHGCs 0.30 SCALE' 1 /4" - 1 '-0" z • 100% high efficiency lighting (CFL's or LED's) tn � • <_ 3 air changes per hour PROVIDE FIRE BLOCKING IN M • >_All Energy Star appliances ACCORDANCE WITH 8302.11 10 o OF THE IRC RESIDENTAIL CODE. 8403.6 Mechanical ventilation shall be provided that ® � meets the requirements of section M1507 Q, o BRED�q R403.7 Heating and cooling equipment shall be se �A O sized in accordance with ACCA manual J by aA 4t certified third party rater. 1A _ A 0190 d C?tI7RJ!?!� Ll' HE JEHL BRACED WALL PANELa ER-CED'.:-LL of 1E - BRACING METHOD _=-=r-e' /� �/ PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-13 2-1 2-2 2-A 2-6 CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP ' DETAIL #1 ON DWG-2 j / / / BRACE WALL LINE SPACING(FT)b 27 27 39 39 24 24 39 39 IC77777777711 CS-P F CONTINUOUS SHEATHING r / PORTAL FRAME TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 24" 24" 24" 24" // HOLD- DETAIL#3,DWG-2 TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 12 12 17 17 6 6 9 9 GE.'ICE ER.-CED%-LL P41EL-J EI1D OF ER=.CED U11E GB GYPSUM BOARD END CONDITION 1 END CONDITION 2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c -`-L'`_Ecr_E2 BRACED WALL NOTES: 1. EXPOSURE CATEGORY 1 1 1 1 1REF1 1 1 FOR EHOLDOWNSR TO I,STRAPPING BRACED 2. ROOF EAVETO RIDGE HEIGHT 1 1 1 1 1 1 1 1 WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED 3. WALL HEIGHT .95 .95 .95 .95 .95 .95 .95 .95 WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 OR HORIZONTAL OFFSETS. - BWL 5. ADDITIONAL 8001b HOEDOWN DEVICE BRACE WALL LINE 6. GYPSUM BOARD OMITTED END CONDITION 3 END CONDITION 4 C.',r1.-_',=�1`____---�-r-e_1. F•` REQUIREMENTS 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) 7. GYPSUM BOARD FASTENING W 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10. Return panel: 24"for b aced v;a'! lines s`�eathed v..,P1 5 8. HORIZONTAL BLOCKING IS OMITTED 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 7 Woo strld iraDanes L :2"fc-braced'wa" !nes s!�eat`ied v.,t`i 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE W SHALL BE OFFSET NOT MORE THAN 4 FEET. RESULT REQUIRED BRACED WALL LENGTH(FT) 11.4 11.4 16.2 16.2 6 6 8.5 8.5 ., strunira'fberbca,d 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL j THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) ❑ Distance D: 24"for b,aced v;a'' Lnes slieathed yr fli 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH - W W vYcad strictura' Dane`s END CED WALL LINE PER PLAN BRACING LENGTH PROVIDED FT 12.66 14.8 ,v i > z 0 32"fo,braced waQ! I nes s!�eathed with 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ( ) 17 20 17.8 16.66 14,4 15 rrrW v str actjra`fberl: d PANELS SHALL BE NOT GREATER'THAN 20 FEET AS PER FIGURE , R602.10.2.2 COMPLIANCE YES/NO Y Y Y Y Y Y Y Y LL Q END CONDITION 5 Hold-down COO lbs caGaoN, fastened to t'ie edge of t'ie ❑ 1__I 0 o device: b-aced &a`l pane!c,osest to the caner and a. Linear interpolation shall be permitted Z -C to t'ie foundation e,f'cc,fram ng be'c��, b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, O Z O W M @ For SI:i inch=25.4 mm, hoot=305 mm,11116=4.45N the average dimension shall be permitted to be used for braced wall line spacing. O 0� `71- �1 ABBREVIATIONS; BWL=BRACED WALL LINE, `l FIGURE RB02.10.7 BW=BRACED WALL, U) ❑ p - :DEND CONDITIONS FOR BRACED WALL LINES CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL W > oo U) WITH CONTINUOUS SHEATHING CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION r1/ W O Q Q LnrYU) (o3 En y C 1 1 y G y 41-0 11 39'-0" 4'0" o' m D o' a o ay` 1 .L.+ C .L... E t ry O.._.. 4'0" I 39'-0" I 4'-0" I I a c c Z Q o a 3 C m m �� U O C U C 1K 1K J( s Q I 0 ' Q ' ai aUo c' N t=w z O C? 3-13/16" coc c °3_3 3_33 " T-1 3/16"' 5'-10" 3'-1/' J 31 3/16" J 00 2 m CL o M CS WSP CS WSP ' o 0 42 1 1 I \ I COLTa� I I c L CL c c� y n o 0 3 o U c a o a o Y o f 1 1 I CS-WSP o :? ooE� ,wca' 2•U� Q QILi' ca�icm o f0 U O 0 y CS-WSP CS-WSP CS-WSP CS-WSP = � gy1/L 1 1 1 CS-WSP v m o =� j aL'a � o U w- � Il I - - - - - - - - - - - - - - - - - - - - - - IN F- y m a H m E n.5 o a U 1 U - - - - - - - - _ �_ . - _ yAr-y� - - - i - - - -� - - T Cl) h: U M I I BWL 2-1 00 U) I o En CL U) U ' _.. L � r [q o0 1 U a I1 V) IU 1 0 1 �I� 1 1 I 1 I I 1 11•_O n -------- - , eO 1 1 1 1 1 I N ■ ■ 11 1 ti 1 1 1 1 1 e ■ n N I 1 1 1 I 1 1 b ■ ■ a 1 CD N ' 1 i 1 1 ' I = N ■ ■ n ' 1 1 1 � O Q 1 1 U 03 W U) Il_l III I a D D I I v) 1 D D 0 D I II I o U � 0 0 0 0 0 D I I I 1 1 19 II I 1 BWL 2-2 ( I BWL 1-2 - - - - - -- - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - 1 rn I _ I I o U) I -1 o to W "(� N U I I I Ch tea, 1 U r co 1 ' ` a ''••1 11� Q, rA V CS WSP CS-WSP CS-WSP CS-WSP CS WSP ' CS-WSP CS WSP CS WSP O I w _O I T-1 3/16" 4'-4 3/16" 4'-4 3/16" I �../ '>C) -O I 1 3'-1 3/16" 3'-13/16"' 5'-31%" 5'-3%" T-13116" Yc- 1 �U 394" 4'-0" 39'-0" 4'-0" 1 1 1 Z � 1 ST FLOOR WALL BRACING PLAN 2ND FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" � ©