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HomeMy WebLinkAbout45576-Z .1Iazz'Ut O�Og11FF01�-G� Town of Southold 7/14/2022 y� P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43257 Date: 7/14/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1125 Oak Dr, Southold SCTM#: 473889 Sec/Block/Lot: 80.-1-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/20/2020 pursuant to which Building Permit No. 45576 dated 12/15/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory _,_garage as applied for. The certificate is issued to Gelderman,Kenneth&Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 wn i d Signature s Ffn�kTOWN OF SOUTHOLD �oo�A c�ay� BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45576 Date: 12/15/2020 Permission is hereby granted to: Gelderman, Kenneth 1125 Oak Dr Southold, NY 11971 To: demolish an existing accessory garage and construct a new accessory garage as applied for. At premises located at: 1125 Oak Dr, Southold SCTM #473889 Sec/Block/Lot# 80.-1-38 Pursuant to application dated 10/20/2020 and approved by the Building Inspector. To expire on 6/16/2022. Fees: DEMOLITION $188.80 ACCESSORY $407.20 CO-ACCESSORY BUILDING $50.00 Total: $646.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and,sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: L. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: Oe,�,/( 1>f, House No. Street Hamlet Owner or Owners of Property: ��erw�e h 1 Cy�i't.(��,, ��P 1 elt yn Suffolk County Tax Map No 1000, Section Block i Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature �!✓� pFSObT ----- — - - - --- - ���� 9plo TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [t4 FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (91'1fs DATE 11 INSPECTOR L_ OE SOUI,to # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] - FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: neff 5-w Q �k/ . DATE I vl INSPECTOR OF SOUIy� - - - - � # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 VVVS yffa !� � t � 1, �. O rV i-mi DATEv' INSPECTOR `t557 '4 j I x i �f5�7c� o , FAMM WitVffCA'M, w;WORK e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval ' FAX: 631 765-9502 + ;� Surve Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate I� Truss Identification Form t Storm-Water Assessment Form 1 Z v Contact: Approved ,20 Mail to: I I. OnA 6 Disapproved a/c f " Phone: 6. g 3G Expiration 120 Buildin Inspe i1 (��, � rK APP4ItC�A,I>gION FOR BUILDING PERMIT ' I o r,T ' 2 p X020 .� . Date , 20 INSTRUCTIONS .��' 1rP� , a. This application MUST�.tD ?�elcoingletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee'-according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for,any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Kernnei h �- I�e���►� ��41 Lee_g2(;20�c ✓rnu�,! (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro osed work will be done: t 1 mlSr ©cc l/ \ Q 1J1, House Number Street Hamlet County Tax Map No. 1000 Sectiones Block al Lot �Ci Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal ✓ Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5,. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing strictures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 3g` Rear 38 Depth '3 0 Height ` 7 Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner - 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NOy ' 14. Narnes of Owner of premises/40-nn,/6e/ger,.zvyAddress//z25-©SIC Phone No. T/6 F/8 3'�3e1 Name of Architect IniQp-f - /-/",3 a to Address tb /- :dj en Ia&�j Phone No 62 VoS-Z- Name of ContractoAddress I ja�— ©^l( Phone No. -S-/(P 3f,05 3`S,�o 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Me"-e—111, Cx oars., being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the �OY1�1`eeCti p� 1-c., Ike- ot,-,ne4- (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant e ,.. FR Scott A. Russell °Su m STOIR IAWAT]EIK SUPERVISOR 5 MANAGEMENT z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold. 1 Y� CHAPTER 236 - STORMVWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY of THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No s E][2"'A' . Clearing, grubbing, .grading or stripping of land which affects more than 5,000 square feet of ground surface. [Y& Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of, horizontal distance. 0[2'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Q[j`�'E. Site preparation within the one-hundred-year f loodplain as depicted ' Map-ofany-watercourse. ------------------- -- - . ---- ❑ErF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management �- Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. '°: 1000 Date: ` District (�(� NAME: � « L h d �P ll�ef�,�w-tJ © t �S� Section Block Lot . f,OR BUIt_U1NG'DLP.�1}'T11-fL - ,; ',: '. 17 C SE ONL t Contact Information: S"�� �I� � I1 J�� Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 1� ,,� ��G��� 7lr Stormwater Management Control Plan Not Required. �-W^t f'xc)LA'k 10, 1 !1 (��I 1 _ E] (Forward Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM R SMCP -TOS MAY 2014 o�slafi:ot,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CM P. O. Box 1179 N = Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: .4envne I, .�-1�r/�r��e�� ��✓.�-�c� Location of Property: J1V_S, __©cJ4 tit __//__gt7/ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: J Name (person submitting this form): CoSeq Capacity (check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 ok 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/211 STROKE The construction type designation shall be 641757 6611!!' 661119x5 661VIlor c6v» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "F» FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS "R" ROOF FRAMING EGFR" FLOOR ANB ROOF FRAMING STANDARDS AND CODES 1455-7(a UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM DATE JULY 2022 DRAWING & JOB NO. 22-415 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Ti (pT is 1 i EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR k II t'(1 EMBOSSED SEAL SHALL NOT BE CONSIDERED FO�nd/l• s II TO BE A VALID TRUE COPY. 0.5v !__ GUARANTEES INDICATED HEREON SHALL RUN / 0.1 36JUL 1 2 2022ID ONLY TO THE PERSON FOR WHOM THE SURVEY l OSF 9°48 IS PREPARED, AND ON HIS 13EHALF TO T 40" BUILDING DEPT. TITLE COMPANY, GOVERNMENTAL AGENCY AND - ` TOWN OF SOUTHOLD LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- deer TUTION. GUARANTEES ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY o~ c 2¢4. ^ �hoio %nk fenC pseud 9e AND/OR EASEMENTS OF RECORD IF e N ANY, NOT SHOWN ARE NOT w0001GUARANTEED. P1000,f COT e, p3, N � g 18 deerfe � , �N �� 6 Premises known as: 9rvkef dn. # 1125 Oak Drive, Southold 112, moa ..\ 03,Oza Veiyol, 24.¢' �••� shower � >>8 00� Area= 10,680 sJ. FOOnd F/{Y eCV \ •. .\ Walk lg¢• �o ` Pe `� GOT u a o / 19 9F o i � � 4 Pfplyprpj 14 p• ,�qe�, o 118 00 Chvin/ink fe Puller drly 1 Sf0 63 J ^� oce esyvl Foptp - Res,crome ?¢1 ,�1 e o, `-- osPho/l ?72. 1223 s f e y ° �l O roof N F� ao' Survey of Lots 18 and 19 ® C) ° 9O�°` cet ° BLOCK "C, MAP OF REYDON SHORE QL S ' o0 o P°`ement ZO 188' •� FILED JULY 1 , 1931 AS FILE NO. 631 SOT 20 Al situate at Certified to: N69°48 40" drnew°, o Bayview KEN GELDERMAN a Town of Southold �F NEW r p°und a Pe Suffolk County, New York Michael W. Minto, L.S.P. C. # ' „.: i District 1000 Section 80 Block 1 Lot 38 LICENSED PROFESSIONAL LAND NEW YORK STATE LICENSEUMBERRVEYOR 50871 Scale 1 "— 20' Surveyed August 27, 2020 a 87 Woodview Lane g Updated July 1 , 2022 Centexeach, N.Y. 11720 ®� GRAPHIC , SCALE PHONE/FAX: (631) 580-1202 20 p 101 40 80 CELLULAR: (631) 766-9714 W EMAIL: mikemintolspc@)gmaii.com ( 49 FEET g 1 inch = 20 ft. I _ UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM REVISED DEC. 2020 DRAWING do JOB NO. 20-760 To THIS SURVEY IS A VIOLATION OF _ SECTION 7209 OF THE NEW YORK STATE r 4 0j is 1 COPIES EDUCATION OF THIS SURVEY MAP .NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED FOund� TO BE A VALID TRUE COPY. PPe k 05N GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY O / 0S69® PREPARED,IS AND ON HIS BEHALF TO THE aS' 48 4 �� TITLE COMPANY, GOVERNMENTAL AGENCY AND O F LENDING INSTITUTION LISTED HEREON, AND TO .THE ASSIGNEES OF THE LENDING INSTI- >>0 deer fence 00 DoT 1' STUTION. GUARANTEES ARE NOT TRANSFERABLE. THE o All24 °hv/n//nk fe end °rOge AND/OR.EASEMENTS OF RECORD IGHTS OF AIF • •0 n� 63v ANY, NOT SHOWN ARE NOT to w° GUARANTEED. R. Tench wo°d O'gR4opOSFO DoT 18 \deer`�`�fe °32' Premises known as: • w0 CF S. fe 0, O RKS Ty 1 N • 00t, OP # 1125 Oak Drive, Southold ,N • n'nt b �. • � • 768 s+eoa dn.VeW 0,35 oy 02"{Y2o, Area- 10 680 sJ.°n/,-2o 1 CVFond CoT o4Rc c RFc B ` lg e �Gf o�' f ICY chimney a Phblo�i 1¢0' ��P� .2, 00' ch0in gnk Fxisb ' 1 Sto \ \ f38N ` Cor09ng - FOpnnf ReS/enceme 241• "N O 905 Ip\ 362 °SPho� i ( `��t 1 _c'; i Opp\ po fo ^� ro0 f \ Weil / coo / ern°gyp �° F O_OSurvey of Lots 18 and 19 DEC 1 4 2020 C o ° POji�ent ed1 BB' 3 oT2p oo ge o .` BLOCK "C" MAP OF REYDON SHORES �� Q FILED . JULY 1 , 1931 AS , FILE NO. 631 a.;T L Y `i;h.J J_` oS /h0 244' Certif ied to Nsg°48 4 /t dn•ewoy o F situate at KEN GELDERMAN `� a O Bayview - ' Town" of Southold OF NC-W Michael , W. Minto, L.-S.P. C. - PSL W. �, Suffolk County, New York, . LICENSED PROFESSIONAL LAND SURVEYOR �. '•' �. o District 1000 Section 80 Block 1 . Lot 38 - Q NEW YORK STATE LICENSE NUMBER 050871 - 87 Woodview Lane r, ;-` ` I Scale 1� "= 20' Surveyed- August 279 2020 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 LAND cJ�� I 20 o to 20 40 so �7TAT CELLULAR: (631) 766-9714 EMAIL: mikemintolspc®gmail.com ( IN FEET ) ' 1 inch = 20 ft. GENERAL CONSTRUCTION DOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space DWELLING - GARAGE SEPARATION BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately SEPARATION MATERIAL USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: NOT LESS THAN 1/2"-INCH GYPSUM OR Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND 2020 Ener Conservation Construction Code of New York State,the FROM THE RESIDENCE AND ATTICS g DESCRIPTION Energy 1. Ceiling is suspended under floor framing. EQUIVALENT TO THE GARAGE SIDE 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. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls BOARD Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES3-8d COMMON 4-8d BOX (2-1/2")OR USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Fire escapes CEILING JOISTS TO TOP PLATE -8 0 (2-112")OR Double around openings in floor and roof framing. NOT LESS THAN 1/2"INCH GYPSUM BOARD 40 20 2 3-8d COMMON EACH JOIST,TOE NAIL 9 GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 2. Written Dimensions take precedence over scaled dimensions DWELLING UNIT ON THE SAME LOT 17. Metal flashing shall be installed were concrete abuts wood, EXTERIOR WALLS THAT ARE WITHIN THIS AREA 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2'+ FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 5 OR 1-114"X 20 ga RIDGE STRAP 3-10d COMMON T- FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All window and door headers to be 2-2x10 unless noted otherwise. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 6 RAFTER TO TOP PLATE All systems are to be designed, installed, &specified by the general contractors; HVAC, SHALL MEET ASTM Ell 9 AND FIRE STOPPING PER ASTM E814 OR UL 1479 Sleeping rooms 30 10 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. 20. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Stairs 40 20 p and NFPA72 .Shall be provided in each sleeping Room, outside of each separate sleeping 4-16d OR area in the immediate vicinity of the bedroom and on each story of the dwelling, including Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity basement and cellars and not less than 3 feet from the bathroom door containing a TABLE R301.2.1.2 Windborne Debris protection of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Fastening Schedule for wood structural panels 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings WHENEVER an alteration,addition, or conversion is made to an Existing Residence, I 2-16d COMMON END NAIL rrW Span p disturbed by construction. the smoke detection system of the ENTIRE residence must be brought up to code, Fastener Panel S an Panel S an Panel Span ALLOWABLE DEFELECTION OF ALLOWABLE V hardwired and interconnected. STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b: Where the building official determines that in-place soils Type Less than or less than or less than or equal to 4 feet equal to 6 feet equal to 8 feet Rafters having slopes greater than 3/12 with STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, 21. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 no finished ceiling attached to rafters L/180 $ ( ) 3.5"x 0.162" 24"O.C.FACE NAIL o the allowable bearing capacity shall be determined by a soils investigation. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area STUD TO STUD AND ABUTTING STUDS AT 16d BOX ti in the immediate vicinity of the bedrooms. combination carbon monoxide No 8 Wood screw Interior walls and partitions H/180 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL (D W M 16 inches 10 inches 8 inches V 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have and smoke alarms shall be permitted in lieu of carbon monoxide alarms. based anchor with 16d COMMON 0p on center on center on center 10 BUILT-UP HEADER (3-1/2"x 0.162" 16"O.C. FACE NAIL ALONG EDGES 0 U � an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 2 Inch embedment LI360 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. All CO alarms shall be connected to the lighting circuit with no intervening wall len ht 11 CONTINUOUS HEADER TO STUD OR BOX(2MM X0.113") TOE NAIL Z M 9 9 9 9 All other structural memebers W CO All Concrete shall conform to the latest ACI standards. switch with battery backup. Battery-powered alarms are not allowed. LI240 OR 4-8d COMMON W r- No 10 Wood screw Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL = Q LO Reinforcement: Steel reinforcement shall comply with the requirements 22. WALL BRACING: Buildings shall be braced in accordance with based anchor with 16 inches 12 inches 9 inches U _ @ of ASTM A 615,A 706 or A 996, section R602.10.4.2 Continuous sheathing method. on center Exterior walls-wind loads/brittle finishes L/240 8 16d COMMON(3-112") FACE NAIL ON EACH SIDE OF END ��1 Z Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), End conditions for braced wall lines for the continuous sheathing shall conform 2 inch embedment on Center on Center 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH v) W required reinforcement shall be in accordance with Table R404.1.2 1 thru lenght 1 11 Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) F"' W Y q ( ) to Figure R602.10.7. Braced wall panel connections R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) L=span length, H=span height BOTTOM PLATE TO JOIST, RIM JOIST,SAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL W rlL '- z a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 4 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAILQ Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 23. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 0 Z Z located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the b.Fasteners shall be installed at opposing ends of the wood structural panel. 15 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL Vertical reinforcement in basement walls shall be located Fasteners shall be located a minimum of 1 inch from the edge of the panel. TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL 0 Q W roof assembly to the foundation. RAFTER/CEILING JOIST HEEL CONNECTION W V ❑ to provide a maximum Cover of 1-1/4 inches from the inside face, c.Anchors shall penetrate through the exterior wall covering with an embedment length of 3-16d BOX �/� � J � 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of not less than 2 inches into the building frame. Fasteners shall be located not less than 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL v J W Concrete basement foundations shall have horizontal reinforcement as follows: asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 2-1/2 inches from the edge of concret block or concrete. RAFTER RAFTER GROUND SNOW:20 PSF v� W Q Based on R404.1.2(l)- includes basement entrances and window wells SLOPE SPACING ( ) ( ) as per Table R905.2.4.1 of the NYS Residential Code. ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL W � Z �01 Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or d.Where screws are attached to masonry ormasonry/stucco,they shall be attached 2-16d COMMON [L Q I.._ W V wall and One#4 bar near mid-height of wall. copper roofing nails, minimum 12 gage shank with a minimum- using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. W a 12 FT 20 FT 28 FT 36 FT 3 8d BOX O J �- J - Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 18 V BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL W r a) wall and One#4 bar near the third points in the wall story, and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Exterior glazing in buildings located in Wood-Borne debris regions shall /� but not less than 4 per strip. be protected from wind bome debris. NUMBER OF 16D COMMON NAILS V Y Y 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All Glazed opening protection shall meet the Large Missle test ASTM E 1996 v 1 Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 25. Flame Spread Index: R302.9 and the ASTM E 1886 as modified in IRC section 301.2.1,2.1 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. wall and ceilingfinishes shall have a flames read index:5 200 Garage door glazed opening protection for wind bome debris shall meet Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. p ANSUDASMA 115. Areas within hurricane prone regions: 4: 12 16"O.C. 4 6 8 10 P Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies y ° Includingbut no limited to: Deck Framing, Posts, Headers, (1). within 1 mile of the coastal high water line were the ultimate design E•- g, Girders&Ledgers. &attics shall have a flame spread index<_25 winds speed is 130 miles per hour or greater. 5: 12 16"O.C. 3 5 6 8 o c E y p g FLOOR FRAMING o M•- (2). In areas where the ultimate wind design speed is 140 MPH or greater. o,u 2 o 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: R302.10 7: 12 16"O.C. 3 4 5 6 �, °i °' c: o a s a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceilingfinishes having a smoke-developed index 5 450 A. EXCEPTION: 4-8d BOX o� rn o = a °° or stainless steel. g p JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL `o� ._t o ° >, Ins tion material,vapor retarders within roof,floor,wall, ceiling assemblies Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span 9: 12 16"O.C. 3 4 4 5 21 3-8d COMMON a c E , `o v m m b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to o a) °i 0 w o r o c.) All Structural connectors i.e. Simpson strong-Tie or USP,etc g openings p RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON ° a c a, cover the lazed o enin s with attachment hardware provided in the table below. 12: 12 16"O.C. 3 3 4 4 22 6"O.C.TOE NAIL � ° � °•u, o `o �' m Z `o Label all panels and store in a clean d area of the house, PLATE(ROOF APPLICATIONS ALSO) 10d BOX `•o,o 0 a U 0 o o. shall be Hot-Dipped Galvanized or Stainless Steel, p dry o 2 °Y m a, a U Y �'� Attachments shall be provided in accordance with the table as follows: c y � >.o ° a, ., o THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX a,.u, 2 c o m N o c 3 23 BLOCKING TO JOIST EACH END w c) ° 3 t c 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON U`�o 0 9=m m s installed in accordance with the manufacturers latest installation details, LOCATED HIGHER IN THE ATTIC THE HEEL JOINT @ C, Framingconnectors,Allowable Hole diagrams, specifications, etc. CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX TOE NAIL m °`� s �, a'°Y o E 9 P 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON L L ` f° N ° 3 "Micro-Lam"Design Stress: E= 1.9, Fb= 2,600 psi, Fv= 285 psi a� o "Parallam PSL"Design Stress: E =2.0, Fb=2,900 psi, Fv= 290 psi s- 6" DIAMETER -• H c/ H r HEEL JOINT AJDUSTMENT FACTOR ° o•� , _a, a c CD s, 3-16d COMMON t •- c L= E 2 o ° n. "Anthonyower Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi - _ 25 2" PLANKS(PLANK&BEAM FLOOR S...00F) AT EACH BEARING,FACE NAIL 2 �, �, m ` o ° a, y Y 9 P P 4-10d BOX �w Z-E� Qui, c m c Um1 / 3 o 5 „ C: CL M a,� � UU 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ✓ CONSTRUCTION TYPE 1 /4 1.33 26 BAND OR RIM JOIST TO JOIST 4-10d BOX H v of m iT H m E n o a PER JOIST each sleeping every sleeping 1 / 5 1.25 3-16d COMMON SII shall haa not least ONE than 44 operable e rgene finished open n as follows:room t; I , "Il", "III", "IV", OR W P emergency P opening height ' 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX ST O.C.FACE MAIL TO TOP&BOTTOM Z A. Minimum net clear opening of 5.7 square feet. REFLECTIVE RED STAGGERED ONI OPPOSITE SIDES O Except grade floor openings shall have a minimum net clear �i PANTONE#187 2$ LEDGER STRIP SUF�PORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL j,J opening of 5 square feet. 7/16° min. structural plywood 3-16d COMMON -0 n B. Minimum net clear opening height shall be 24 inches. - - V ❑ C. Minimum net clear opening width shall be 20". I u / Panel, Attached to TABLE 802.11 2-10d BOX(3") OR W " ; RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2-112P') EACH END, TOENAIL _._I W (� O D. emergency escape and rescue openings shall be operational , Frame in accordance Z Z J from the inside of the room without use of keys or tools. { „ REFLECTIVE ( � ' WHERE Basement contain more than one or more sleeping rooms, / WHITE FIELD with Table R301.2.1.2 WOD STRUCTURAL PANELS SUBFLOOR = J Z N an emergency escape openingshall be provided for EACH sleeping room. of the residential code RAFTER ROOF EXPOSURE C SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q Q � � g y p FEET ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING � W Emergancy escape and rescue opening shall open directly to the outside of New York State (FEET) = V EXCEPTION: Grade floor or BELOW grade floor openings shall have 130 140 DESCRIPTION OF SPACING OF FASTENERS U Z Q g DESIGNATION FOR STRUCTURAL ROOF PITCH ROOF PITCH NUMBER AND TYP U) IL a net clear openingof not less than 5 square feet. " <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W COMPONENTS THAT ARE OF 1/2 TRUSS TYPE CONSTRUCTION PANEL EDGES SUPPORTS GABLE END WALL FRAMING � J 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each STROKE WINDOW UNIT "F" FLOOR FRAMING INCLUDING 16"O.C. 12 214 201 263 247 30 318"- 112" 6d COMMON(SUBFLOOR,WALL) �� continuous run of treads or flight with FOUR OR MORE RISERS. GIRDERS AND BEAMS (ROOF) 6 SEE NOTE A 6 Handrail Height measured above stair tread nosing,shall not be less than 8d COMMON ROOF 16"O.C. 1g 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous "R" ROOF FRAMING 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 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to "FR" FLOOR AND ROOF FRAMING a wall shall have a space of not be less than 1-1/2 inches between the wall UNDER SECTION 602 OF THE BCNYS 16"O.C. 28 348 358 476 446 32 1-1/$" - 1-1/4" 10d COMMON NAILS 6" 12" and the handrail. see code for exceptions. Refer to Code for grip size specifications. PLYWOOD STORM PANEL 16"O.C. 32 427 398 529 496 1/2"STRUCTURAL CELLULOSIC 1 112"GALV. ROOFING NAIL 3" 6" o ❑ 12, GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 SHUTTER DETAIL 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING N H above the floor or grade below shall have a railing not less than 36 inches NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 5/s"STRUCTURAL CELLULOSIC cYi Q in height. Railings shall have Top rails and Balusters and Bottom rails that are Refer to General Notes for Panel 16"O.C. 42 535 499 664 622 34 1-3/4"GALV.ROOFING NAIL 7 7 NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed Applicant shall provide engineered wood placard FIBERBOARD SHEATHING Z gfastener requirements. is"O.C. 48 599 559 745 697 � by the riser, tread and bottom rail of the guard rail at the open side of a stairway on or adjacent to electrical meter box for field inspection. W Cn are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" 03 p Q Open sides of stairs with a total rise of more than 30 inches above the floor or Residential structures with Truss type construction, W CD LU LLl rade below shall have wards not less than 34 inches in height measured Pre-Engineered Wood Construction And/or Timber Construction g g g 0- J 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7'1 vertically from the nosing of the treads. for new dwelling and/or any addition, alteration 36 t1 > Q a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 UJ LU 0 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window shall be affixed on or adiacent to any electric box attached to the exterior TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER of the structure for field inspection OF FOUNDATION MATERIALS TO RESIST WIND PRESSURES TABLE R602.3 (3) than 72 inches above the finished grade or other surface below on the exterior of the building,the window must be provided with a window opening control device CLASS OF MATERIAL LOAD-BEARING PRESSURE that compiles with R312.2.2 Window Opening Control Devices. Crystalline bedrock 12,000 psf MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING Sedimentary and foliated rock 4,000 psf NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 14, FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in Sandy gravel and/or gravel (GW and GP) 3,000 psf THICKNESS SPACING EDGES FIELD accordance with R302.11 thru R302.11.2 and Draftstopping shall be Sand, silty sand,clayey sand, silty gravel and clayey gravel PANEL SPAN RATING installed per R302.12 thru R302.12.1 (SW, SP, SM, SC, GM and GC) 2,000 psf 8d COMMON NAIL Fireblocking materials R302.11.1 shall be as follows: (CLYMLndy, and Cty clay, clayey silt, silt and sandy silt " 1,500 psf (2.5"X 0131") 1.75 INCH 24116 7/16" OR 1/2" 16" O.C. 6" 12H 1. Two-inch nominal lumber 2. 1/2"gypsum board a.When soil tests are required by Section R401.4, INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance the allowable bearing capacities of the soil shall be part of the recommendations. with the 10 foot horizontal fireblocking in walls constructed usin"arallel GYPSUM BOARD FRAMING SPACING OF FASTENERS rows of studs or staggered studs. GYPSUM BOARD 9g ,� � b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS � � t- - THICKNESS cellulose insulation installed and tested in accordance with A"TM E 119 or are like) to be resent at the site, the allowable bearing capacity shall be THICKNESS TO WOOD FRAMING Y P 9 P Y FRAMING SPACING NAILS scREws U UL 263,for the specific applications determined by a soils investigation. v, 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS (-;(;;;`,'�L�! WITH ALLCivtJ�J OF 5/8" EITHER DIRECTION 16"O.C. $" 16" '�"�( Y( ` ( S i r�Tc & TOWN CODES 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 9 �� �'= � - CON TIONS OF WALL EITHER DIRECTION 16"O.C. 7" 12° 6d COOLER NAILS h� � � � M � NG 6d NAILS OR „ GARAPGE CEILING 16"O.C. 6" 6" EQUIVAOLANT DRYWALL DSCREWS. .,,� �./ � ^� C 1- - � „SOU T MOLD JAN ZBA 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH r►/ . SOUTH D TOWN PLANNING BOARD HABITABLE ROOMS IRC SECTION R702.3.5.1 ®/ F•L•I C3 l S I HOLD T0�"�N TRUS T EES T 44 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 o.c. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for O 9 P g P gP 9 pp p .'I',J.DEC minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. WIND DESIGN SUBJECT TO DAMAGE FROM Jnc.: ! :i r . I I• WINTER ICE SHIELD AIR MEAN SPECIAL WIND SEISMIC BORNE FROST SPEED TOPOGRAPHIC WIND DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUALNW (MPH) EFFECTS DEBRIS 6. i:,,; ', a'... w t _: t �•.r. .r LOAD REGION ZONE CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP =' !`r-"^?' ' F20 LBS 140 NO NO NOM B SEVERE 3,-OI MODERATE 11 YES NO 1500 or less 52,1 i TO HEAVY 7 r _ 3 � i -- ijf -..P{,6 ,.. Po ,.-f`; },- r.t�, '. 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. l k: N " f r '' '01 i' r t. i - i i I I` I .P'' `li 4"' 0,[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. Y(;;{i'. STAT E. i I F;I Sf C'113:,,2a,F FORI a r,!':t a " e '.P 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, TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Outside Elevation Extent of header(two braced wall segments) II Extent of header(one braced wall segment) •_ ._ _ _ - _ _ _ _• _ _ _ _ METHOD CS-GB: TABLE R602.3(1)& = = — — n•— — —• = = — —� R602.10,3(3)GYP. BD FASTENING. 4°OC AT THE PANEL EDGES,INCLUDING o ° o Si levation I•I TOP AND BOTTOM PLATES AND ALL a-�_ ° ° fasten king stud to header with •I I°I I' HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) 6-16d sinker nails I I I I I I, SCREWS(1 5/8"TYPE W ORS) ° ° ° Min.3"x 11-1 et header Header ° / I I•I I•I ° ° shall occur a of wall ° ° ° fasten top plate to header with METHOD BLE R6: ° ° ° two rows of 16d sinker nails 3"o.c. •I I'I id Header shall be To I AS PER TABLE R602.3(3) p plate continuity is @ I I I EXTERIOR SHEATHING ATTACHED 3J fastened to the required per R602.3.2 I WITH 8d COMMON NAILS king stud with Braced wall Ii 0.131 X 2.5"LONG 6-16d sinker nails \ I ( ) ,� continuo sheated Minimum 40001b header-to-jack-stud AT 6"O.C.ON EDGE AND 12" O.C. L N I with wood t I IN FIELD m x u. Fasten sheathing to header with 8d common nails i in.grid strap on both side of opening i m i° attern as shown and 3 in.o.c.in all framin studs an Is s ctural panels I I I. BRACED WALL PANEL INTERIOR FINISH: w p g( ) opposite side of sheathing I° SHALL BE MIN, 1/2"GYP. BD FASTENED m rn Minimum 40001b header-to-jack-stud strap I I I•I I' WITH NAILS OR SCREWS IN ACCORDANCE o �' on both side of opening opposite side of Panel splice edges shall occur over WITH IRC TABLE R702.3.5 OR ° sheathing and be nailed to common blockin W I I I' TABLE R602.3(1)FOR EXTERIOR WALL ° o� within the middle 24"of the portal- SHEATHING ,I I,I x T, Min.Double 2x4 framing covered with minimum P _ — _ _°_ _ _ _ .H. — — — J: SHEATHING s ' °i° 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing J J — — — — _ _ •.. . . _ 4' iv m ° i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge. GL -, I I'I ° !° (studs,blocking,and sills)typical if needed ' I'I I' ALL HORIZONTAL PANEL JOINTS ! Q I I I SHALL OCCUR OVER AND BE ° !° 2'to 18'(finished width) I I'I I'I NAILED TO COMMON FRAMING i° Mi ouble 2x4 or I I I I 1 I• OR BLOCKING WITH WITH PANEL �° Min.length 16" 2x6 Ki &Jack stud 1/2"min.thickness wood structural W 1* EDGE-NAILING IN ACCORDANCE ° per Table R602.10.5 panel sheathing l I` iv I•I I; ° ! Min double 2 x post INTERIOR I I I I I WITH THE IRC SECTION R602.10.10 ° No.of jack studs per ,I SPACING I I I I I' ° I° Min.(2)2x4 typ. Table R602.7(1&2) W W 2 x 4 or 2 x 6 STUD WALL ° Min. ( ) II I ° •I I•I I•I 2 1/2"Diameter anchors I. 2 X BOTTOM PLATE installed per section 1. 6 � Q o with 2"x 2"x 3116" late late wwasher r�//�� vJ � I I I I•I I• L M EDGE SPACING 6" �r N ` Cl) °I II I I I° Lu LL r cD •'— — — — LJ — — — J'I— — — —'• M OD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 Z z z C) < Y FASTENING REQUIREMENTS FOR W V BRACED WALL PANEL AS PER TABLE R602.3.(3) O W �— _J � C) W o o Z QWQ W: W J Simpson 1-1/4" gals. x 20 gage (D 2 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 Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Strapping braced wall panels PROVIDE@STRUCTURAL RIDGES at Openings iv (2) 8d x 1-1/2" nails in plate 4 o.c. Zone Panel Field Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side shall have sheathing iBlocking of Ridge to have a all PlywoSolid od Joints Schedule Dwg-1 Simpson LSU skewable hanger SIMPSON H2A Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate in each end. catch jack studs ° along length of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks panel. and window or door Header. Less than ° Comer Holdowns p ° Refer to plans Typical each side and ALL Gable End Wall if required Yp or Equal windows and doors. RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS t0 12" IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 �/� n this page. TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS W (V WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. z 7 r� NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z Cn N.T.S. 2-1/2" LONG OF THE ATTIC SPACE AND ATTACHED TO THE RAFTERS WITH 4-8D NAILS O EACH END Q W 1-1/4"x 20 gage G-1850 Hot Dipped Galvanized Strap O with (5)-8d common nails at each stud Strap may be attached OVER CUT the plywood OR directly to LENGTH TYP EXT.WALL Studs. 12" Min cV r SILL PLATEn n A A CLEAR I tt,�� LU _ n c n a S LU Z ~O > —III==I II n n o TYPICAL ANCHOR BOLT -IRC R403.1.6 g "=III-; Use 1-1/4" Metal o z MAXIMUM SPACING: 1/2"@ 72"O.C. -ill ° "n♦ \ Coil Strap 20 Gage co04 Cl) EMBEDMENT OF 7"WITH NUT&3x3 WASHER. Via. 2 BOLTS PER PLATE AND HOLD AT LEAST12" Min 5 8d common nails m ui ONE BOLT-12"MAX AND 3-1/2"MIN OFF •` FOUNDATION-SILL-STUD iEACH END at � 6i w n ENDS OF PLATES. STRAPPING o w 'J EACH Stud. w TYP.CONC.FOUNDATION Applies to Garage Wall and 8d @ 6" oc Along W u Slab on Grade Construction Braced Wall Panel NOTE;ALL STRAPPING FIGURE R602.10.8(1) ANCHOR BOLT DETAIL RAFTER FACE TYPICAL WALL BEAR MIN.12"ON STUD OR WALL TO WALL STRAP SCALE: 1/2"= V-0" STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NTS ~ SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. e. n W V U .C) ' O .r "C3 CZ F� 2 O TYPICAL ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ R905.1.2 ICE BARRIERS; fasteners per manufacturer's specification SELF-ADHERED POLYMER MODIFIED and the NYS CODE. BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENTAND as Ice & Water barrierper section R905.1.2 EXTEND FROM THE LOWEST EDGES OF (Note: Double underlayment is required ALL ROOF SURFACES TO A POINT NOT 12d 4 2 t for Roof slopes between on 12 anon LESS THAN 24 INCHES INSIDE THE p ) CONTINUOUS RIDGE VENT EXTERIOR WALL LINE OF THE BUILDING. Framing As per plans with 1/2" exterior grade ON ROOFS WITH SLOPE EQUAL OR GREATER span rated structural plywood Sheathing, RIDGE BOARD THAN 8112,THE ICE BARRIER SHALL ALSO BE p p Yw g, ^n RAFTER/CEILING JOIST HEEL APPLIED NOT LESS THAN 36"MEASURED ALONG Nail to framing in accordance Fastener Vy Il JOINT CONNECTION THE ROOF SLOPE FROM THE EAVE EDGE OF THE Schedules & Strapping per detail sheet(s).I SHALL BE NAILED BUILDING pp g P (s)• L TOGETHER IN ACCORDANCE 12 Flashing per R905.2.8 WITH TABLE R802.5.2 12 (SEE DWG-1 FOR TABLE) 5 �i'' 5 WITH SIMPSON H2AAT EACH TYPICAL SOFFIT CONSTRUCTION. RAFTER TO STUD. 6" Wood fascia & 6" Wood rake boards. Q o 2x4 CT @ 48"oc 3'-0" Trim in aluminum or use "azek" or equal Ur W c; Metal dripe ge perR905.2.8.5 V co 112"PLYWOOD 1,-0„ Fully Vented Vinyl Soffits ❑ Z M TOP OF WALL _ _ _ TYPICAL EXTERIOR WALL = W o 2x6 Doug-Fir Wood Studs @ 16" oc. (� - Z ENGINEERED Z EILING Double top Plate and Single Sole Plate. <( cn Lu R-38C BATT JOISTS Y OVERHANG 1/2" exterior Grade - Span Rated (— VENTED VINYL INSULATION UJ Continuous Structural plywood Sheathing. W fl� }- Q SOFFITS Fastened per Fastener schedule. ❑ Z Z o GARAGE tyvec House Wrap or equal. ❑ ,Q w ai o� 1/2"GYP BD ON WALLS Vinyl or Wood Siding as per clients selection o .c R-21 BATT AND CEILING installed per manuf specs and NYS code. W' U INSULATION p p v, Lu O Cont. load path strapping installed in accordance 0 � c� a with drawings. Provide Fire Blocking in accordance W -- w Ua with R302.11 & R302.11.1 and ❑ Lu T PIT GARAGE SLAB , Draftstopping per R302.12 & R302.12.1 ry W N TOP OF FOUNDATION — CH-TO©eeR I"— • • • TYPICAL FOUNDATION CONSTRUCTION n- Y C? in accordance with chapter 4 3000 psi Air Entrained cast-in-place concrete TOP OF FOOTING _ _ wall on cast-in-place Concrete Wall Footing per R403. refer to Foundation Plan for footing size & ° ° E �,'6 2E � thickness. Concrete Horizontal per gen note #6. s€ C n ° a°r t" ° U C N C O O Damproofing per R406. 2x6 approved o- ._- ° ° T U... "'D O O 'a) C C0 C SECT101L _ A treated Sill Plate, Sill Seal And Termite shield per � 0, N o, °2 �.s LROOF PLAN Section R318. Anchor bolts per Foundation Plan o o_. 0 D y 2 o°Y an 03.1.6 � v) �o x' = 18 SCALE: 1/4" = 1'-0" SCALE: 1 /4" = 1 '-0" 2.E 3'` 3 c c 3 o� in.43 r o INTERIOR WALL FINISH °22 N°' a -- f1 N C-E-9 C Provide 1/2" Gypsum Wall Board on ceilings =a= e 1.0 N o o 3 and walls ° _ N L U,� L— E 2 0 d O to c6 ` Z E . Q tLil C N C N O 32'-011 a, c aE m mom m a °w y H 5 &n ca Er P m E EL cS. 32'-0" r — — — — — — — — — — — — — — — — — — — — —T —W3046— — — — — — — — — -� I I ' ° p• d D d - Q' oa D Q-;------Q'QQ----D-------.-Q' oa-e--D 4----- -=--a-Q-+--D 4----v--- 2-2X10 ; I , I I I •----- ---------------------------------------------------------------------------------- I I I I I I Q 1 I I I ✓ � I 1 ,,, i i TYPICAL ANCHOR BOLT -R403.1.6 i o ° O I ' ' MAXIMUM SPACING: 1/2"@ 72"O.C. !�1 � I I D V " I I EMBEDMENT OF 7"WITH NUT&WASHER. I 1 CAR GARAGE GARAGE I i p', i ONE BOLT2 BOLTS ER2"MAX AND 3-1/2"PLATE AND 0MIN OFF AT i asC W m w WORKSHOP I ENDS OF PLATES. q o O D I I I CV Lu ~ cl O NI Z 0 2x12 RIDGE ; ', N o a I I Lu (q 1 °- ' - — - — - - — - - — - — - — - — -� '� , - - - - - - - —I �. - p N T N T o I I , a a , o � L1J 1 f I I 'Do ; / / \ \ I d / �'� N D I TYPICAL GARAGE SLAB N 11 Q St it I ° rdr I 4" CAST-IN-PLACE SLAB J LLI \ ' PITCH SLAB xi 44 FT TO -------- --------}--------`--------- c /-------- ---------1 , I / w GARAGE DOORS � I I co /1 \ i / EE \ I O I I I OD 1 I I I Cn I -°� to W rn I I I I 2x6 RAF E S 16"OC I i I i I i Q V of 2x4CLG JSTi @ 16"Oc I � •` i i D I I r l I I I I I I o I I I O I I `" M X I I I I DROP TOP OF CONCRETE I I AS REQUIRED FOR I a l - I I (3)1-3/4"x11 118"LVL I ~ I (2)1-314"x 1-718"LVL GARAGE DOOR,SEE PLAN i I I i FOR GARAGE DOOR SIZE I I FSI ' ---------------------------- - - ' ° [—� � [� L — — — — I — — — — J L — — — — I — — — — J L — — — — — — — — — `vd o - -- --------- a---.- �----------------------------v� < a ; F� p 12'-OX 8'-0"GARAGE DOOR T-0" X 8'-0"GARAGE DOOR n I I C22 ----------------------------------------------------------------------------------------------- - � t o O M I I IN DORMER W V Z U L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — JDORMER PLAN H �Com:l rn �J 3'-6" 12'-0" 51-011 8'-011 3'-611 72 CIC r-I TYPICAL FOUNDATION - 32'-0" o � 3'-611 5'-6" 7'-911 IN ACCORDANCE WITH CHAPTER 4 TABLE R404.1.2(8); O 8" CAST-IN-PLACE WALL WITH TYPICAL ANCHOR BOLT -R403.1.6 HORIZONTAL REBAR PER TABLE MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH 32'-0" R404.1.2(1)- SEE DWG-1 NOTE#6. NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ON 16"x 8" CAST-IN-PLACE CONT. WALL FOOTING, FOUNDATION PLAN A ONE BOLT-12"MAX AND 3-112"MIN OFF ENDS OF PLATES. 2 x 6 ACQ SILL PLATE, COPPER TERMITE SCALE: 1/4" = 1'-0" 1. Walls 24 inches total length or shorter connecting offset braced wall SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND TO panels shall be anchored to the foundation with not fewer than one anchor bolt 1 ST FLOOR PLAN A VIRGIN SOIL located in the center third of the plate section and shall be attached to adjacent f SCALE: 1/4 if 11 braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) — 1 -0- 2. Connection of walls 12 inches total length or shorter connecting 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) w C� aC Q CD � w ETIU00 CONT.RIDGE VENT Ec L cM W T- 124_ LO 5 12 U _0 V ASPHALT SHINGLES 5 Q vJ W W Y GUTTERS&LEADERS AS REQUIRED Q TYPICAL Z z 2a) --- --- -- --- ------ --- --- - D QQ W (D TOP OF PLATE— TOP OF PLATE J W G U � — — _ � � � � Wo O W I— z o z Lj j Lu W Q a. C� 2 � Y zn W 'Fa C 0C,C y m O TOP OF FOUNDATION € _ p — _ — _ — _ — _ — _ — -- — TOP OF FOUNDATION o� �.=� ps `° 0 FINISHED GRADEW_, FINISHED GRADE I , c C o y CL O o a o o p 32'-0" ' ' � o 0 'in N -- O 241-0" C ' CJ ,� o•OQ Wc=� m� wap o3yBottom of _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' — — — — — — — — — — — — — NFooting C— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 36"below — — — — — — — — — — — — — — — — — - - - - - - - Grade Minimum D- O C O cO `t�O C p 'U C a L V'N N N `t0 E 0 0 0 N N c aE m m o o c�- R ELEVATIONLEFT ELEVATION F- ucnco3- PmEa=oa SCALE: 1 /4" = V-0" SCALE: 1/4" = V-0" ol EQUAL EQUAL (18.0' MAXIMUM) OP OF ROOF CONT.RIDGE VENT 12 12 12 12 _ 12 12 �5 5� �5 5� 5 O � O D N W H cl O g_4" - olf z - W U) TOP OF PLATE— _ — — _ TOP OF PLATE — — --y_as= � � W LU LLI i� U) r W W U 0 0 � M TOP OF FOUNDATION OP OF FOUNDATION Ir FINISHED GRADE FINISHED GRADE t` 24'-0" Bottom of 32'-0" Footing v, — — — — — — — — — — — — — — — — — — — — — — — — 36 below C — — — — — — — — — — — — — — — — — — — — — — — — Grade Minimum BOT OF FOOTING — ' O Bottom of H Footing 36"below F.Lj M RIGHT ELEVATION Grade Minimum FRONT ELEVATION 7° rx SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" x z N � �iccn � 0 BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B TABLE R602.10.4 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP W BRACE WALL LINE SPACING(FT) 16 16 24 24 V TABLE R602.10.5 MINIMUM PANEL LENGTH(inches) 27" 32" 27" 27" < �.[_ TABLE R602.10.3(1) REQUIRED BRACING LENGTH(FT) 5 5 6 6 (^ I„�,J M � TABLE R602.10.3(2) WIND ADJUSMENT FACTORS a,b,c `�/ ' ` � v 1. EXPOSURE CATEGORY 1 1 1 1 0 z UJ 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 LOLO U0 aU 3. WALL HEIGHT 1 1 1 1 '^ W 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 W Y 5. ADDITIONAL HOLDOWNS W Z Q 6. GYPSUM BOARD OMITTED Z 3. W 7. GYPSUM BOARD FASTENING W G U ry W O RESULT REQUIRED BRACED WALL LENGTH (FT) 5 5 6 6 O W (D O TABLE R602.10.5 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 0— 0 W 0 W PER PLAN BRACING LENGTH PROVIDED (FT) 12 12.5 8 8 = N '^ U COMPLIANCE YES I NO Y Y Y Y InU Y Y m a.Linear interpolation shall be permitted b.The total adjustment factor is the product of all applicable adjustment factors. 0 —� c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines •o - provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. _ M 3 P 9 1 P 9 9 `o E N m rn E 4'-0" 24'-0" 4'-0" w E � L 2 ABBREVIATIONS; BWL=BRACED WALL LINE, o m c t ° o M t i. BW=BRACED WALL, c c.Z o ° " CD: cm m CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL j N rn ° =5 . `o 4'-0" CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION .0.M C o m 0 0 M a o O_U t- 0 ? 0 2y- N� c•E-�'3 0 3 CS-WSP CS-WSP TW3046 CS-WSP N Q C m m 'T?o, 'ND •3 O E BRACING METHOD _ a CD �; I o � CS-WSP CONTINUOUS SHEATHING 2: CL 2 p C V C d d a� c aE my E u o rn UCn WOOD STRUCTURAL PANEL L a 0 G f0 U O t ` 0 BWL 1-1 DETAILS ON DWG -2 ~ u N @ ff ~ ° E a.=_° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CS-PF CONTINUOUS SHEATHING PORTAL FRAME I I DETAILS ON DWG -2 I BRACED WALL NOTES: REFER TO DETAILS ON DWG-2 FOR HOLDOWNS, STRAPPING, BRACED WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED q 9 I WALL PANELS SHALL BE FULL-HEIGHT N N SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS. I A---------------------------------- ---------------------1 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) FOR 140 MPH 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 0 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE o p SHALL BE OFFSET NOT MORE THAN 4 FEET. N w I 1 I I BWL 1-2 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL cl O - - - — I I I - - - - I SETS.OF THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL Fz - - -1 - - - - - - - - - - - - - - � - - - 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH m < C) o END OF A BRACED WALL LINE �` wo CS-WSP I I W Cn W 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL E- PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE w w U R602.10.2.2 CS-WSP 12'-0" CS-WSP 8'0" CS-WSP 3'-6" 11'-9" 5'-6" 7'-9" 3'-6" 32'-0" a o �'°� ►� ¢ O bb 1 O 1ST FLOOR WALL BRACING PLAN x Cz O M SCALE: 1/4" = V-0" O a'�