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HomeMy WebLinkAbout46027-Z TOWN OF SOUTHOLD i� BUILDING DEPARTMENT 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 #: 46027 Date: 4/2/2021 Permission is hereby granted to: Kaul, Sandra .1. µ.�....Shi and Ln. ... ... .�ww__._v_....w ... ....w_,�.�ww . ...__ . .... ... . ast Mari ww...w ...... _.M....on, N Y 11939 To: construct accessory pool house as applied for. At premises located at: 1165 Shipyard.Ln., East Marion SCTM # 473889 Sec/Block/Lot# 38.-1-12 Pursuant to application dated 3/11/2021 and approved by the Building Inspector. To expire on 10/2/2022. Fees: ACCESSORY $228.80 CO-ACCESSORY BUILDING $50.00 Total: $278.80 Buildii'ig Inspector 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 /�LA� y sot,�i:lio1dtowtiny,,.L)v Date Received APPLICATION FOR BUILDING vPERMIT 6For Office Use Only p ) Eoi1� j� lu � PERMIT N0. � �^ � Building Ins ea`tr � u 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. Date:03/09/2021 OWNER(S)OF PROPERTY: Name:Sandra Kaul — SC—TM #1000-038-01-012 Project Address: 1165 Shipyard Lane, East Marion 11939 Phone#: Email:skaul9@gmail.com Mailing Address: 1165 Shipyard Lane, East Marion 11939 CONTACT PERSON: -� Name:Kim Sperling Mailing Address:256 Route 25A, Wading River 11792 Phone#:(631) 929-5500 Email:office@jnsdevelopment.com DESIGN PROFESSIONAL INFORMATION: Name:Robert James Higgins Architect Mailing Address:50 Hidden Acres Path, Wading River 11792 Phone#:(631) 208-3351 Email:Rarchibob@aol.com CONTRACTOR INFORMATION: Name:JNS Contracting, LLC Mailing Address:256 Route 25A, Wading River 11792 Phone#:(631) 929-5500 Email:office@jnsdevelopment.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $107,151.00 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes *No IF YES, PROVIDE A COPY. Check Box After Reading:, The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. Application Submitted By4(phn na e):Steve Zouma$ Authorized Agent ❑Owner Signature of Applicant: Date: 03/09/2021 STATE OF NEW YORK) SS: COUNTY OF .; �y ) Steve Zoumas (Name of individual signing contract) above named, being duly sworn, deposes and says that(s)he is the applicant (S)he is the Contractor (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 fD day of 20�✓1�1���h � `k L RA" icf f)BO I I1_ NOTARY PUBLIC :�I'Af fir'l�E CORK i ll Istra'VOrl No i IT rv067"45 PROPERTY POWNER LIT I m 'MI coil ,h�` �,¢ I L�I I¢ Count I°�I'" tr�a,2022 (Where the applicant is not the owner) Sandy Kaul residing at 1165 Shipyard Lane, East Marion NY 11939 do hereby authorize Steve Zoumas �-to apply on my behalf ti(t,Ie Town of South uildi�g Department for approval as described herein. 03/09/2021 Owner's Signature Date Sandy Kaul Print Owner's Name 2 Suffolk County Dept.of Labor,Licensing S consumer Affairs HOM♦=IMPROVEMENT LICENSE Name IOANNiS ZOUMAS Business Name This certifies that the JNS CONTRACTING LLC bearer is duly licensed by the County of.suifodk License Number:H-45301 Rosalie Drago issued: 0912312008 Commissioner Expires: 09/01/2022 °_,y, YNEWRK Workers' CERTIFICATE OF INSURANCE COVERAGE �._....__w TE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured JNS CONTRACTING LLC 631-929-5500 256 ROUTE 25A WADING,RIVER,NY 11792 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 262849109 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Town Hall Annex Building 3b.Policy Number of Entity Listed in Box"la" 54375 Route 25 DBL402104 P.O. Box 1.179 3c.Policy effective period Southold, NY 11971 02/01/2021 to 01/31/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agenf of the insurance cerrierreferenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/9/2021 B �f y ula _...._ _............._ ............._._._..._.......�....._._._..............._. (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. DateSigned .www__wwww_.wwww._w.................. _ .. By ................ (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title .........._...._.----.... Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111111 1� !°°1°1°°1°1°°11°°�"-°°1°°III IIII NYSIF New York Stake Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A^^A 262849109 ASSUREDPARTNERS NORTHEAST LLC 100 BAYLIS RD STE 300 MELVILLE NY 11747 g,Ti SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JNS CONTRACTING LLC TOWN OF SOUTHOLD,TOWN HALL 256 ROUTE 25A ANNEX BUILDING, 54375 ROUTE 25 WADING RIVER NY 11792 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12047 795-6 203535 09/30/2020 TO 09/30/2021 3/9/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2047 795-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY., THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1056580695 U-26.3 DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 03/09/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT'': If the certificate holder is an ADDITIONAL INSURED,the policy(lies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsementt(s). PRODUCER NAME: Dawn Savlano PHONE 631 465 4000 FAX (631)465-4005 AssuredPartners Northeast,LLC. ( ) Aac No A No Ext�„,,._ 100 Baylis Road DL R ss: dawn savieno assuredpactners,com Suite 300 INt&4ARE:R'(ti AFFORDING COVERAGE NAIC# Melville NY 11747 ............_._--- _. �.....__--w�... I.N-S,..U.,RE,-R. A: Southwest .Marine ...&..General eneral mInsurance ......_.Cw....o............_._.....,....m..m....... ...........__.- 1 2294 INSURED INSURERB: Merchants Mutual Insurance Company 2332 _ ..44393 JNS Contracting,LLC !NSURERC: West_ mencan Insurance Company .a .... _._..� 256 Route 25A INSURER D: _m ..... INtSURER E Wading River NY 11792 INSURER F: COVERAGES CERTIFICATE NUMBER: 10/19/2020 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. f _ww...... tTGt"JtFt ___�.._�.... .. .Y4C1 F C. l. -x. _w.... ...._...LIMITS L1YR TYPE OF INSURANCE www IN µ t"OLICY NUMBER IMPgtlRDDCdYYYt MM(rY21 fYYY _., COMMERCIAL GENERAL LIABILITY EACH OrCURRFN E $ 1,000,000 100,000 . CLAIMS-MADE ❑OCCUR &"rF1E,MY°,uE'e lam'I ca""k�"rvrU,%,e -- X Contaaa trlaN Liability MED R i A e r ran $ 5 000 A w.... GL2019LHB00460 10/20/2020 10/20/2021 PERSONAL,sADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGC,RE.4'TATE',. $ 2,000,000 POLICY PRO- ❑ LOC RRGGJUq?','',�,.r C„MPXPN AGG w$ 2,000,000 JECT Employee Benefits $ 1,000,000 22THER: .... ---�- AUTOMOBILE LIABILITY .....� .... l ss�a�vety INI L�LIMY ....... $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B LUMBRELLA SCHEDULED CAP1061237 08/06/2020 08/06/2021 BODILY INJURY(Per accident) S .._. LY XAUTOS -°°°°°-- R'wtTittt lCa jS SONLYLY LIAB CCUR EACH OCI;URRENUE $ 4,000,000 A A6 LAIM ., r 'IE EX2019LHB00144 10/20/2020 10/20/2021 AuREe.ATI s ,000�000RETENTIO _ $ WORKERS COMPENSATION .I.R. �r�C"AT0.,d"1E ER AND EMPLOYERS LIABILITY Y I N ANY PFtrOPRn TO)lPPAR�TNERIk: 'CUITIVE� NIA EL h96&C _ N':kFFI ERWE'IMBER N".XCLUDb~•:D"F J (Mandatory in NH) E L DISEASE EAEMPLOYEE $ If yei,describe uirKW NJESCITIB'TIOht Cr OPER,MJ i0?4S below E.L....... 4, F. "LkCtiL LIMIT $... C Leased Rented Equipment BMW58936399 10/20/2020 10/20/2021 Limit $25,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) .w_..��..w.....m.,,. Town of Southold,Town Hall Annex Building,54375 Route 25,P.O.Box 1179,Southold,NY 11971 is included as an Additional Insured as required by contract subject to the policy terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold,Town Hall Annex Building ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE P.O.Box 1179 4�# Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD g pt4 `I UI U7s N n In b o a. W ... O U o L o r $ _ is o r r ry � .S 37 04'35 E 100 00 Jry L.ry A IJ1 I;i)Y N �^- ---.W a..W.�--..�..............i _ qty ' 1 bbJ M+N tlIJ HJ 8 iS I � f M by I pl r I 1 la i d ~ 'rc 'Lr WE Iw 1� L f7 I w a d 1 ti- oa C 1 ' L N 3/°03135" W 100,00' sJ+IRreRD.tANC M„ GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE � C� 9. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS /� c �� In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 566)7 /4 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 PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM Uninhabitable attics without storage 10 DESCRIPTION NUMBER AND TYP SPACING AND 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. 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. Inches Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (with or without shower head ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 10. 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 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d BCOMOX OR EACH RAFTER,TOE NAIL Additions,Alterations& Renovations: shall conform with Appendix J 11. 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) 1-1/2 3-8d 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 12. 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 an were decks a house ram all d but h framing. en sink one or two traps, with Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL ( p Or RAFTER HEEL JOINT 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 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 13. Install joist hangers at all flush structural load bearing conditions. Laundry tub (one or more Compartments) - 5 Rooms other than sleeping rooms 40 10 OR 1-114"X 20 cla RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 14. All window and door headers to be 2-2xl0 unless noted otherwise. Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, 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. 15, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. and NFPA72 .Shall be provided in each sleeping Room, outside of each separate sleeping showerheads and bodysprays) area in the immediate vicinityof the bedroom and on each story of the dwelling, including Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR rY 9� 9 20 20 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 3-i6d COMMON 5.7 gpm and less 1-1/2 3-16d BOX OR 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. be the respcnsibility of the genera contractor to verify the depth of all existing footings WHENEVER an alteration, addition, or conversion is made to an Existing Residence, More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. the smoke detection system of the ENTIRE residence must be brought up to code, More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE hardwired and interconnected. More than 25.8 gpm Up t0 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b: Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, 16. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Rafters having slopes greater than 3/12 with STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON no finished ceiling attached to rafters L/180 8 ( ) 3.5"x 0.162" 24"O.C. FACE NAIL 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 9 STUD TO STUDAND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL W in the immediate vicinity of the bedrooms. combination carbon monoxide Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 6. Cast-in-places 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. an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 1 BUILT-UP HEADER 6d COMMON garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. L/360 (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES O All CO alarms shall be connected to the lighting circuit with no intervening wall CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL ,- 9 p 9 9 9 All other structural memebers L/240 11 OR 4-8d COMMON All Concrete shall conform to the latest ACI standards. switch with battery backup. Battery-powered alarms are not allowed. Imo- 6" DIAMETER -►I O W Reinforcement: Steel reinforcement shall comply with the requirements 17. WALL BRACING: Buildings shall be braced in accordance with 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 �...w�. z of ASTM A 615,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END = Q W CONSTRUCTION TYPE OR 12-16d BOX 3-1/2" 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 .,D`„=f'"' 13 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN 24"LAP SPLICE LENGTH M reinforcement shall fin accordance with Table R404.1.2 1 thru I", "I I", IV", OR'V" Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) -� Z required ( ) 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 14 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Q 1f REFLECTIVE RED OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL O N Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 18. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be ! PANTONE#187 L.i. 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 / 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL 0 < Vertical reinforcement in basement walls shall be located roof assembly to the foundation. + TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL O i i• to provide a maximum cover of 1-1/4 inches from the inside face. ) f RAFTER/CEILING JOIST HEEL CONNECTION r1ry 19. Wood Shingles: Wood shingles shall be installed in accordance with this chapter 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL LL.. Concrete basement foundations shall have horizontal reinforcement as follows: and the manufacturer's instructions.Wood shin les shall be laid with a side la not REFLECTIVE y RAFTER RAFTER GROUND SNOW:20 PSF 2-16d COMMON - Q 9 P WHITE FIELD Based on R404.1.2(1)- (includes basement entrances and window wells) less than 11/2 inches(38 mm)between joints in courses, and two joints shall not be y t'` SLOPE SPACING 3-10d BOX FACE NAIL Less than 8 Boot Wall Height: One #4 bar within 12 inches of the top of in direct alignment in any three adjacent courses. Spacing between shingles shall ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS '�^/� 2-16d COMMON vJ� wall and Ones#4 bar near mid-height of wall. be not less than 1/4 inch to 3/8 inch (6.4 mm to 9.5 mm). Weather exposure for - Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of wood shingles shall not exceed those set in Table R905.7.5(1). Fasteners for 12 FT 20 FT 28 FT 36 FT 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL wall and One:#4 bar near the third points in the wall story. 2-8d COMMON < C P Y untreated (naturally durable)wood shingles shall be box nails in accordance DESIGNATION FOR STRUCTURAL with Table R905.7.5(2). Nails shall be stainless steel Type 304 or 316 or COMPONENTS THAT ARE OF 1/2" NUMBER OF 16D COMMON NAILS r 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All hot-dipped galvanized with a coating weight of ASTM All 53 Class D (1.0 oz/ft2). TRUSS TYPE CONSTRUCTION STROKE � W Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 Alternatively,two 16-gage stainless steel Type 304 or 316 staples with 3; 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. crown widths 7/16 inch 11.1 mm minimum, 3/4 inch 19.1 mm maximum, "F" FLOOR FRAMING INCLUDING P ( ) ( ) GIRDERS AND BEAMS 4; i2 16"O.C. 4 6 8 10 N Wood exposed to the weather shall he Pressure Treated Yellow Southern Pine#2 or better. shall be used. Fasteners installed within 15 miles (24 km)of saltwater coastal Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. areas shall be stainless steel Type 316. Fasteners for fire-retardant-treated "R" ROOF FRAMING 5: 12 is"O.C. 3 5 6 8 E.0 shingles in accordance with Section R902 or pressure-impregnated-preservative-treated FLOOR FRAMING °•2 o E y 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: shingles of naturally durable wood in accordance with AWPA U1 shall be stainless steel Type 316. "FIR" FLOOR AND ROOF FRAMING 7: 12 16"O.C. 3 4 5 6 0 ' d�°' m= o C-°r a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D Fasteners shall have a minimum penetration into the sheathing of 3/4 inch 19.1 mm . 4-8d BOX w-E-t rn E o U2 b °0 P 9 ( ) UNDER SECTION 602 OF THE BCNYS JOIST TO SILL, TOP PLATE OR GIRDER PER JOIST PER JOIST-TOE NAIL `o 2 2.E C o >, or stainless steel. For sheathing less than 3/4 inch in(19.1 mm)thickness, each fastener shall penetrate 9: 12 16"O.C. 3 4 4 5 21 3-8d COMMON ° o b.) Use Copper flashing Only against ACQ Lumber Sill Plates through the sheathing. Wood shingles shall be attached to the roof with two fasteners per shingle, 0. o y m r 0,o 0 c. All Structural connectors i.e.Simpson strong-Tie or USP,etc TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON =0 -0 c - 0 ° P 9 positioned in accordance with the manufacturers installation instructions. NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 22 PLATE(ROOF APPLICATIONS ALSO) 1od BOX 6"O.C.TOE NAIL Z.o o o T, o o M o 0 shall be Hot-Dipped Galvanized or Stainless Steel. Fastener packaging shall bear a label indicating the appropriate grade material or coating weight. 0 o-0 v�, �L Y ,Y 8 » cL o THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2 10d BOX a•E ` o ° m 0 a ° cc): 3 Applicant shalt provide engineered wood placard 23 BLOCKING TO JOIST EACH END a w�•0 3 s � °�'3 20. Flame Spread Index: R302.9 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o 0 0 °2, on or adjacent to electrical meter box for field inspection. o o ° , ` ° a L - TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES wall and ceiling finishes shall have a flame spread index:5 200 LOCATED HIGHER IN THE ATTIC THE HEEL JOINT � a a. _ a1 ` m OF FOUNDATION MATERIALS Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies Residential structures with Truss type construction, CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 BLOCKING TO SILL OR TOP PLATE 4 16d BOX y t C °m N ` n o w 8 _ TOE NAIL 2 m._._ c s Q, v w _ o E YP 3 16d COMMON L -2 3•- &attics shall have a flame spread index<_25 r_° o Q 0 s o 0 ° `o Pre-Engineered Wood Construction And/or Timber Construction � ° o w o E� g HEEL JOINT AJDUSTMENT FACTOR :� o "-o c W ui -f W CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwellingand/or an addition, alteration H C/ H r 3-16d COMMON ° S ° 2" o 0. Smoke-developed Index: R302.10 Y 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL `0 'n: m s M E ` a ° Crystalline bedrock 12,000 psf p a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 4-10d BOX o E z E ?, ¢r- �0 o wall and ceiling finishes having asmoke-developed index 5 450 1 / 3 1.5 N ° - - m 0 o 0 o Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior = = 0-E CD•0 0 0 0 Sand ravel grid/or ravel GW and GP 3,000 Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 4-10d BOX f- $ y off o E 2 o a y g g ( ) psf &attics shall have asmoke-developed index s 450 tested with ASTM E 84 or UL 723 of the structure for field inspection 1 / 4 1.33 26 BAND OR RIM JOIST To JOIST PER JOIST Sand, silty sand, clayey sand, silty gravel and clayey gravel 1 / 5 1.25 3-16d COMMON (SW, SP, SM, SC, GM and GC) 2,000 psf 21. NEW Construction/Additions&Alterations: 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM Z Clay, sandy clay, silty clay, clayey silt, silt and sandy silt STAGGERED ON OPPOSITE SIDES It shall be the responsibility of the General contractor or his subcontractors to submit (CL, ML, MH and CH) 1,500 psf in detail the design, calculations, drawings,written statements of the mechanical, 4-i6d BOX U) O a.When soil tests are required by Section R401.4, air conditioning,ventilation. heating systems ( new, existing or upgraded) 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER, FACE NAIL stamped by a professional engineer if required by the Owner or Building Dept. 3-16d COMMON 0 � C) -C � the allowable bearing capacities of the soil shall be part of the recommendations. e TABLE 802.11 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR 11J � ,C b.Where in-plane soils with an allowable bearing capacity of less than 1,500 psf RAFTER UPLIFT CONNECTION FROM WIND EACH END, TOENAIL W U) O 2-8d COMMON (2 1/2N) Z Z -J are likely to be present at the site, the allowable bearing capacity shall be WOD STRUCTURAL PANELS,SUBFLOOR, RAFTER ROOF EXPOSURE C [) -J z Q ) t determined by a soils investigation. SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W < 0 1"- M (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = W W E .� 130 140 SPACING OF FASTENERS U W 0 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP (n Z ILL.AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) <5:12 Z5:12 <5:12 Z5:12 BUILIDNG ELEMENTS OF FASTENER PANELEDGES INTERMEDIATE ROOF SHEATHING W J 0- SUPPORTS GABLE END WALL FRAMING CL WIND DESIGN SUBJECT TO DAMAGE FROM 16"O.C. 12 214 201 263 247 6d COMMON( ,WALL) 30 3/8„- 1/2 8d COMMON(ROOF) 6 11SEE NOTE A 611 � o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC 16"O.C. 18 277 259 342 322 SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP 31 19/32" - 1" 8d COMMON 6" SEE NOTE A 6" LOAD REGION ZONE CATAGORY DEPTH 16"O.C. 24 340 318 422 396 20 LBS 140 NO NO NO B SEVERE 3�_0�� MODERATE 11 YES NO 1500 or less 52.1 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" TO HEAVY 16"O.C. 32 427 398 529 496 N M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zones .Otherwise,the jurisdiction shall indicate"NO"in this art of the table. 1/2"STRUCTURAL CELLULOSIC ( ) I p 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" CDO.[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. 16"O.C. 36 469 438 538 547 W Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. I- 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV. ROOFING NAIL 7" 7" �N- O FIBERBOARD SHEATHING 16"O.C. 48 599 559 745 697 to 35 1/2" GYPSUM SHEATHING 1-1/2"GALV. ROOFING NAIL 7" 7" m Q Q 2 W t_LI di 36 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL " > > -� 7 7 DESIGN CRITERIA O w Q z �EXTERIOR WALL WOOD STRUCTURAL PANELS u 33 Wind speed: 140 TO RESIST WIND PRESSURES TABLE R602. ( ) No of stories: 2 cr Mean Roof Ht: 30 ft MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Z Roof pitch: per plan NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD Bldg Length per plan PANEL SPAN RATING THICKNESS SPACING EDGES FIELD Bldg Width Per plan bldg aspect ratio: 3:1 6d COMMON NAIL 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" I Nailing Sched: Table R602.3(1) (2.5' x o113") Sd COMMON NAIL 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" (2.5' X 0131") INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 a � GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS .� U C01) THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING W Z o 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS WALL EITHER DIRECTION 16"O.C. 8" 16" [^] >~ > M CEILING EITHER DIRECTION 16"O.C. 7" 12" ^M P M 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS h4 �U r'�r bl) � TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR O YWALL SCREW . 5/8„ GARAGE CEILING PERPENDICULAR 16"O.C, 6" 6" ESC SCREWS SHUIVALANTDARLL COMPLY WI HS r"1 tCfl BENEATH C SECTION R702.3.5.1 HABITABLE ROOMS /O Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framr M 41,11he a J Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall, " s+ +-'.�6 inc �s minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. EOFtl ' Simpson H2A Stud To Rafter TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS �4,, '' TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Connector N �• -I Typical Metal WINDOW HDR PER TABLE R6023(3)RFOASTENERSI6"G 'I— —•— — ;,'— — -, I- —•— —•� Strapping .I I•I ICI I, ON EDGE, 12"FIELD, INTERIOR SHEATHING •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) at Openings cV 'I I I I I I VARIES BY FASTENERS ,I I•I 1•I I• METHOD CS-WSP: Horizontally attached •I 1•I AS PER TABLE R602.3(3) plywood sheathing •I I I WITH EXTERIOR COMMON NAILSTTACHED shall have Solid Blocking :I (0.131 X 2.5"LONG) @ all Plywood Joints •I AT 6"O.C.ON EDGE AND 12" O.C. I• IN FIELD BRACED WALL PANEL INTERIOR FINISH: _ 1• SHALL BE MIN. 1/2"GYP.BD FASTENED (D I I I•I I' WITH NAILS OR SCREWS IN ACCORDANCE W I'I I•I WITH TABLE R702.3.5 OR I I f' TABLE R602.3(1)FOR EXTERIOR WALL J — _ _ _ _ _ _ •H•_ _ _ J' SHEATHING . . . . . . .. . . . . . . . . . .. Holdowns }> I•I 1' VERTICAL JOINTS IN PANELS SHALL OCCUR CornerW •I I•I OVER AND BE FASTENED TO COMMON STUDS. Refer to plans •I I,I I I I• HORIZONTAL PANEL JOINTS IN BRACED V, for locations WALLS PANELS SHALL OCCUR OVER v / IL •I PACING I I I•I 1• COMMONABLOCKINGO 1-1/2"THICK if required N I L I N I IAND BE O I R�I•I RIM JOIST .I I I I.1 f. 2x4or2x6 STUD WALL Q •I I•I I•I I• 2 X BOTTOM PLATE Q W Sill Strapping :I I'I I'I I' See details on J z •I I•I I•I I• EDGE SPACING -6" J this page. •1 _ _ _ I I _ _ I 1 — _ 1' O iry z OP TYPICAL ELEVATION O Q _0 WALL TO HEADER STRAPPING >� E FASTENING REQUIREMENTS FOR _ N.T.S. BRACED WALL PANEL AS PER J = 2 TABLE R602.3.(3) :D U) Lo Q c0 Q T- 1-1/4" galy. x 20 gage r— W Were the distance is SIMPSON H2A coil strap with (5) 8d commonnails in each end at each rafter. between 9-1/4 to 15-1/4 at each Rafter. With provide blocking @ N (5) 8d x 1-112II nails in Rafter 4 Ft Perimeter o o 6•0 braced wall panels .I I� PROVIDE@STRUCTURAL RIDGES �, s to` o a o r (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field (5) 8d x 1-112" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side �, o ° >, cs Schedule Dwg-1 of Ridge to have a .� L - 8 N a — ooa ohs.=sow Simpson LSU skewable hanger o m N y SIMPSON H2A =•a= N Y aoi o m a m = a y O Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil °t 0 3 - 'E o = 3 � a rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails -- ° - a a m 11 II plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate - I, in each end. catch jack studs ° r r �, -_ 3 € along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks a� o 6 A r o = o panel. and window or door Header. °° C o = .0 IV g a) o T ical each side and ALL Less than ° r'� ro 2 U= o yp Gable End Wall U 2 — � Q r— a) U, C or Equal z = windows and doors. a M L) BLOCKING BETWEEN RAFTERS (@ BRACED WALL PANELS to 12" ° (nm :T M Ea 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS NTS NTS RAFTER TO RIDGE STRAP R802.3 IN LIEU OF RIDGE STRAPS U) PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD CI) 2-1/2" LONG OF THE ATTIC SPACE AND ATTACHED J TO THE RAFTERS WITH 4-81)NAILS O EACH END W 1-1/4" x 20 gage G-185 O E- o SIMPSON BSC Hot Dipped Galvanized Strap = (n with (5)-8d common nails TYP EXT.WALL at each stud POST TO HEADER CONNECTOR Strap may be attached OVER CUT the plywood OR directly to LENGTH SIMPSON ABU POST Studs. 12" Min SILL PLATE 6"TREATED POST TO CONCRETE BRACKET SIDE COVER 2"MINIMUM Wrap strap under sill 0 2-1/2"GALVINIZED CARRIAGE BOLTS and attach to sill plates Z OR SIMPSON SD STRUCTURAL CLEAR No TYPICAL ANCHOR BOLT -R403.1.6 g - CONNECTOR SCREW P `,' N (� MAXIMUM SPACING: 1/2"@ 72"O.C. - GRADE ADHESIVE ANCHORS:HIGH-STRENGTH _ • SLLI EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. I` 2 BOLTS PER PLATE AND HOLD AT LEAST EPDXY ANCHORING ADHESIVE FOR =III=III = ; = ` CV •`•• USE WITH THREADED ROD �=III—III ° •° II ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. Z MECHANICAL ANCHORS;SIMPSON Illill. ° . Use 1-1/4 Metal z Coil Strap 20 Gage W WEDGE ALL WEDGE ANCHOR ° ° Q TYP.CONC. FOUNDATION j" 12" Min (5) 8d common nails 00 0W 18"SQ.CAST-IN-PLACE FOUNDATION-SILL-STUD W lii in EACH END at W � FOOTINGS MUST CONCRETE FOOTING, DOWN STRAPPING EACH Stud. > >Lli Q TO VIRGIN SOIL 'J ANCHOR BOLT DETAIL BEA UNDISTURBED (MIN 36"BELOW GRADE) Applies to Garage Wall and 8d @ 6" oc Along ZZ of cvn solL Slab on Grade Construction Braced Wall Panel SCALE: 1/2"= 1'-0° FIGURE R602.10.8(1) P.T. POST TO CONC. PIER & FOOTING NOTE;ALL STRAPPING SHALL BEAR MIN,12"ON STUD OR CONNECTION (a) PORCH NTS RAFTER FACE TYPICAL WALL TO WALL STRAP SIMPSON ABU INSTALLED IN ACCORDANCE STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NTS ~M'} WITH SIMPSON SPECIFICATIONS AND DRAWINGS. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. r I� r" ° p4 _ Oct x cV U ED ARC, 1 o � 6X6 POST FRAME OUT TO 14"X 14"ON 18"X 18"X 36"BEEOW GRADE CONCRETE FOOTING — — — — — — — — — — — — — — — — — — — — — — T to 0 O 1_ -i W i ---- ------------------------------------------------------ „ 22'-1" U) ,s,/„ I O z 2 1 I WQ Uw f- ` INJ_ I I COVERED PATIO I I J UJ/0 ® zg 6 RENF.CONCRETE ;X Io 7 aO SLAB WITH STONE FINISH PER 0000 X I I OWNERS SELECTION I I N I NN I I I 4'-5'/2" 3'-0" 7'-2" 3'-0" 4'-5Y2„ I G 2x10 RAFTERS na 16"oc 2x12 RIDGE 2x10 RAFTERS 16"oc o I *_51/2" _ _ _ - 51/Z, ,�- -� I Q z U U Zv J CS WSP - - — - — - --CS WSP o D 3'-0" 7FAN - Ott. 5'-8'/211 ?+70 �rnE) W o F- zo I OUTDR IROPOWD _ _ STORAGE I t 0� i9 in i in SHWR W '�of zg ENCL l 7' cD 7'-2" 7'-011 I L Lu a = I 0 5'/211 C� CNTR N 5'/z" U N N N N - , T— � X X 8'CS-WSP 8'CS-WSP — — — — — — — — — — — — -- — — — — — — — — — y C� E N C V m O O E ROOF PLAN ROOF FRAMING PLAN U �� o ,Do Cm 6'-0" 23-0 O 8 C't D C O U C SCALE: 1/4" = 1'-0" � ccz � o2 � c � � N - U N 01 O`� �•�� O U — C C N C.� O O _..0 O y N N U Y 1 ST FLOOR PLAN 2 0 3 q �L� D3 L �-Ea a= 3D SCALE: 1/4" = 1'-0" 8 °° = a 1-`22 3 a� /n0) W � m /6c a� cCO �< t a o `0 3° E`o O C C N UI._ Q, O � C — >_ Ql O D 0 l0 Z C Q to C N C G7 0 c: N'-- co OL .0.. TYPICAL ROOF CONSTRUCTION c e co 6U L o C-O .7 .0 C w- N F- Urnm � I- mEn.S; oo_ Wood Roof Shingles per R905.7 18" ACQ treated tappersawn shingles @ 6" exp. (or match existing house) fastened per manufacturers specification and the NYS code R905.7.5 Cedar breather or approved ventilation board. Ice & Water barrier as per section R905.1.2 6X6 POST FRAME OUT R802.4.6 COLLAR TIES Framing As per plans with 5/8" exterior grade 18"X 18 14"ON "X 36"BELOW SHALL BE NAILED with 4-10d span rated structural plywood Sheathing, GRADE CONCRETE FOOTING W/ BOX NAILS IN ACCORDANCE SIMPSON ABU POST CONNECTOR RAFTER/CEILING JOIST HEEL WITH FASTENING SCHEDULE Nail to framing in accordance Fastener JOINT CONNECTION Schedules & Strapping per detail sheet(s). 23'-011 SHALL BE NAILED Flashing per R905.2.8 lo TOGETHER IN ACCORDANCE 12 12 WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) 7 �7 TYPICAL SOFFIT CONSTRUCTION. -- WITH SIMPSON H2AAT EACH 2x4 CT @ 48"oc RAFTER TO STUD. Match Existing House. ATTIC UNINHABITABLE 12" overhangs-typical I WITHOUT STORAGE TOP OF_PLAT_E 6" Wood fascia & 6" Wood rake boards. 6"4000 PSI EXTERIOR PATIO SLAB Trim "azek" or equal W/6X6 wl..4 wA5 _4 WELDED WIRE MESH I O IMPSON POST Metal drip edge per R905.2.8.5 o ON GRANULAR COMPACTED FILL. I o I eo I PITCH SLAB AWAY TO DRAIN bo C) C] Y K BEADED/ I HDR CONNECTOR Fully Vented Vinyl Soffits I w SOFFIT ON I I— il I FU §ING STRIPS I WRAP HEADER IN I z I I TYPICAL EXTERIOR WALL AZEK BOARDS = I 4'-11" 3'-011 7'-2" 3'-0" 4'-1111 z a R-21 BATT I I 2x6 Doug-Fir Wood Studs @ 16" oc. o INSULATION I Double top Plate and Single Sole Plate. .!_______________ __-_____-_____1, o . . Q 1/2" exterior Grade - Span Rated " w I P. 4-a-- -��' a D---a a---- a� 1 > > a Continuous Structural plywood Sheathing. p w o v SIMPSON POST i `° i °, Z I I Fastened per Fastener schedule. � o � ' a �. - ,' cn I BASE CONNECTOR Air infiltration barrier - tyvec or equal. o TOP O_ F FOUNDATION _ I Cedar Shingle Siding - match existing house. o • •T • ,T - installed per manuf specs and NYS code. Cont. load path strapping installed in accordance19 a ;_____Z. , ____ _ N -____--__- N --; _ 6 i Bottom of deck i > v v`a e v ` >a v a > p with drawings. Provide Fire Blocking in accordance4 ` ` � a . 1'-6" I pier Footing TOP OF FOOTING � � PI below with R302.11 & R302.11.1 and --- -------------------------------------------------------- --- - - - — - - — _ = il= _ = I� L _ J Grade Minimum Draftstopping per R302.12 & R302.12.1 SLAB ON GRADE SLAB ON GRADE 4"CAST-IN-PLACE CONCRETE 23'-011 TYPICAL FOUNDATION CONSTRUCTION SLAB W/6X6 W1.4 X W1.4 WWM 4"CAST-IN-PLACE CONCRETE ON COMPACTED BASE. SLAB W/6X6 W1.4 X W1.4 WWM in accordance with chapter 4 ON COMPACTED BASE. /� 3000 psi Air Entrained cast-in-place concrete SECTION wall on cast-in-place Concrete Wall Footing per FOUNDATION PLAN [—+ a R403. SCALE: 1/4" = 1'-0" ,� _ , �� Damproofing per R406. 2- 2x6 approved 3 � w Z SCALE: 1 /4 — V -0 treated Sill Plates, Sill Seal And Termite shield per PROVIDE FIRE BLOCKING IN Section R318. Anchor bolts per Foundation Plan ACCORDANCE WITH R302.11 and R403.1.6 •� M OF THE IRC RESIDENTAIL CODE. TYPICAL FOUNDATION - 8'-0" HIGH w ro o INTERIOR WALL FINISH 011 IN ACCORDANCE WITH CHAPTER 4 U o Provide 1/2" Gypsum Wall Board on ceilings TABLE R404.1.2(8): and walls except basement walls & cl s - unless 8" CAST-IN-PLACE WALL WITH TYPICAL ANCHOR BOLT -R403.1.6 o r � p g HORIZONTAL REBAR PER TABLE MAXIMUM SPACING: 1/2"@ 72"O.C. EMBEDMENT OF 7"WITH noted. Min 1/2" Moisture Resistant Wall Board on NUT&3"SO WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST Ceilingand all walls in Bathrooms humid areas R404.1.2(1) - SEE DWG-1 NOTE #6. ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. O ( ) QED Arc and 5/8" cement board on walls and ceilings in wet areas. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, 1. Walls 24 inches total length or shorter connecting offset braced wall .� h 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE panels shall be anchored to the foundation with not fewer than one anchor bolt Provide 5/8 Fire Rated gypsum wall Board on walls located in the center third of the plate section and shall be attached to adjacent and ceiling located as per code, manufacturers SHIELD, EXTERIOR DAMP-PROOFING, ALL braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) requirements and drawings. FOUNDATION FOOTINGS TO EXTEND TO 2. Connection of walls 12 inches total length or shorter connecting q g VIRGIN SOIL & BE FULL HEIGHT OR STEP offset braced wall panels to the foundation without anchor bolts shall be permitted. �a t• �l i` FOOTINGS 1 V TO 2H The wall shall be attached to adjacent braced wall panels at corners as shown in s Item 9 of Table R602.3(1). (Fastening Schedule) ` �OF NE�� W 12 _ 12 1z 12 W 7� �, 7� - a7 � o O z3t — QW TOP OF PLATE— — — _ TOP OF PLATE —� z i O � z QO OUTDOOR SHOWER 0 1 1 1 1 1 1 1 1 111111111111 1 1 1 11 � 11 < (D TOP OF FOUNDATION TOP OF FOUNDATION CONCRETE SLAB r W _ _ ... I FINISHED GRADE I I I FINISHED GRADE I w c M Bottom of I — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — Bottom of a,'2 o 0 2 I I Footing O1 .� °7 m� a�.;v Footing — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 36' below p m a o c 931 cm: o .L-..— ... L N N'0 O..-. 36"below u — J Grade Minimum n `p u a c m m Grade Minimum U o rn o $ REAR ELEVATION ° C poNm 2 O� p Uj U RIGHT ELEVATION ° N » aY ° SCALE: 1 /4" = 1 '-011 p=� ° SCALE: 1 /4" = 1 '-0" a Q`p g y p 5 O_U (6 O II cp C, ��,`o, o•E a i� a � 0 mcEai'�aa cU c Q.5 c m c m CO: L c aE m my o L) E m p U p O L C N H U fq co a' I'-' lL3 E d.G O O_ VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR WOOD SHINGLE OR SHAKE ROOF OUT-SIDE DESIGN TEMP IS 0 DEG F TO MATCH EXISTING HOUSE OR LESS.VENT EXTENSION THROUGH TOP OF ROOF A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE 12 12 — _ _ _ _ _ TOP OF ROOF 12 12 THERMAL ENVELOPE OF THE BUILDING. 7 7 7 - - - 7 ROOF JL 4"VTR - o N O N W TOP OF PLATE— — TOP OF PLATE O 2" clicy) W � -- m Q Q m L L1 3" CEDAR SHINGLE SIDING— UJ J TO MATCH EXISTING O W U 1 1/2" 1 1/2" q q �1 Z 0Y U) 2" 1 ST FL. 1 H 3„ TOP OF FOUNDATION CONCRETE SLAB TOP OF FOUNDATION FAI - - - - - - - - - - - — - - FINISHED GRADE i i FINISHED GRADE 3„ I I I I I I I 1 Bottom of CO I I Footing I I Bottom of ri f 411 E — — — — — — � 36"below L — J Footing L 1 J Grade Minimum 36"below N Grade Minimum CONNECT TO APPROVED U �' SCIHD APPROVED SANITARY SYSTEM PLUMBING RISER LEFT ELEVATION FRONT ELEVATION H NTs SCALE: 1 /4" = 1 '-0" SCALE: 1 4" = 1 '-0" r, ' M 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 / �4 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS Pip 7� bA 'c MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 rq 4. w T3 I U rn C7l O ✓ `d e ARCys O s L J �kp 01g01 U . OF NO'. 2ENE_RAL CONSTRUCTION MOTES 9. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE A59, In combustible construction where there is usable space both above and below the concealed space p p 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 PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP SPACING AND �4,60 2020 EnergyConservation Construction Code of New York State, the Uninhabitable attics without storage DESCRIPTION 1. Ceiling is suspended under floor framing. of FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; inches 3 g 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 ccde; Property maintenance code. Bathtub (with Or without shower head ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 10. 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 drawings WHETHER they are indicated on the Plans or NOT, until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH RAFTER,TOE NAIL !! Additions,Alterations & Renovations: shall conform with Appendix J 11. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. P 40 20 2 EACH JOIST,TOENAIL 2. Written Dimensions take precedence over scaled dimensions Dishwasher on separate trap) 1- 2 3-Sd COMMON Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 12. 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 and were decks abut house framing. Kitchen sink one or two traps, with or Guard in fill components 50 4 CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. ( p RAFTER HEEL JOINT without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 5 13. Install joist hangers at all flush structural load bearing conditions. COLLAR TIES 4-10d BOX (W) OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Laundry tub (one or more compartments) - Rooms other than sleeping rooms 40 10 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 14. All window and door headers to be 2-2xl0 unless noted otherwise. Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. 15. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Shower (based on the total flow rate through OF EACH RAFTER OR TRUSS Electrical certificates are to be prcvided the electrical contractor. and NFPA 72 . Shall be provided in each sleeping Room, outside of each separate sleeping showerheads and bodysprays) Stairs 40 20 area in the immediate vicinity of the bedroom and on each story of the dwelling, including Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL 5. All New Footings shall bear on Vi in, undisturbed soil with an assumed bearing capacity 3-16d COMMON g 9 9 P Y basement and cellars and not less than 3 feet from the bathroom door containing a 5.7 gpm and less 1-1/2 3-16d BOX OR 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. More than 5.7 m U t0 12.3 m 2 2 isd COMMON END NAIL 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, gpm p gP disturbed by construction. the smoke detection system of the ENTIRE residence must be brought up to code, More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE TABLE R401.4.1 subscript b: Where the building official determines that in-place soils hardwired and interconnected. More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING Rafters having slopes greater than 3112 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, 16. 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 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 9 16"STUD TO STUD AND ABUTTING STUDS AT 16d BOX O.C. FACE NAIL W in the immediate vicinity of the bedrooms. combination carbon monoxide Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162")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. 16d COMMON co an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, L/360 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES O 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 11 All other structural memebers L/240 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0.113") TOE NAIL OR 4-Sd COMMON �-- All Concrete shall conform to the latest ACI standards. switch with battery backup. Battery-powered alarms are not allowed. Imo- 6" DIAMETER -►I W Reinforcement: Steel reinforcement shall comply with the requirements 17. WALL BRACING: Buildings shall be braced in accordance with 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 O of ASTM A(315,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END CONSTRUCTION TYPE 1 1 1 Minimum field strength of reinforcing steel shall be: 40,0000 psi grade 40 , �' ,. ;. 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24" LAP SPLICE LENGTH � w ( -J Z v g 9 P (9 ) End conditions for braced wall lines for the continuous sheathing shall conform "I", "II", "I11", "IV", OR"V" Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) required reinforcement shall be in accordance with Table R404.1.2(1)thru 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) /°1 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 O ! 1 REFLECTIVE RED OR BLOCKING(NOT AT BRACED WALL) Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 16 BOX(3 1/2") 12"O.C. FACE NAIL N 18. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 1 PANTONE#187 Q 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 15 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL O O Vertical reinforcement in basement walls shall be located roof assembly to the foundation. TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL to provide a maximum cover of 1 1/4 inches from the inside face. t RAFTER/CEILING JOIST HEEL CONNECTION 19. Wood Shingles: Wood shingles shall be installed in accordance with this chapter 16 3-16d BOX END NAIL TOP OR BOTTOM PLATE TO STUD REFLECTIVE 216d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: and the manufacturer's instructions.Wood shin les shall be laid with a side la not RAFTER RAFTER GROUND SNOW:20 PSF 9 P WHITE FIELD Based on R404.1.2(1)- (includes basement entrances and window wells) less than 11/2 inches(38 mm)between joints in courses, and two joints shall not be SLOPE SPACING ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of in direct alignment in any three adjacent courses. Spacing between shingles shall 2-16d COMMON U) wall and One#4 bar near mid-height of wall. be not less than 1/4 inch to 3/8 inch (6.4 mm to 9.5 mm). Weather exposure for f�'/� Greater than 8 foot Wall Height: One#4 bar within 12 inches of the to of g O 12 FT 20 FT 28 FT 36 FT 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL LO (n 9 P wood shingles shall not exceed those set in Table R905.7.5 1 . Fasteners for _.. �- 18 2-8d COMMON wall and One#4 bar near the third points in the wall story. untreated (naturally durable)wood shingles shall be box nails in accordance DESIGNATION FOR STRUCTURAL CO with Table R905.7.5(2). Nails shall be stainless steel Type 304 or 316 or COMPONENTS THAT ARE OF 1/2 NUMBER OF 16D COMMON NAILS r 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All hot-dipped galvanized with a coating weight of ASTM A153 Class D (1.0 oz/ft2). TRUSS TYPE CONSTRUCTION r W Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 Alternatively,two 16-gage stainless steel Type 304 or 316 staples with STROKE 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. crown widths 7/16 inch 11.1 mm minimum,3/4 inch 19.1 mm maximum, "F" FLOOR FRAMING INCLUDING Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. ( ) ( ) GIRDERS AND BEAMS 4 ; 12 16"O.C. 4 6 8 10 N o P shall be used. Fasteners installed within 15 miles (24 km)of saltwater coastal Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. areas shall be stainless steel Type 316. Fasteners for fire-retardant-treated "R" ROOF FRAMING 5: 12 16"D.C. 3 5 6 8 0 = T shingles in accordance with Section R902 or pressure-impregnated-preservative-treated FLOOR FRAMING 0�, o•0 N 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: shingles of naturally durable wood in accordance with AWPA U1 shall be stainless steel Type 316. "FR" FLOOR AND ROOF FRAMING 7: 12 16"O.C. 3 4 5 s 0 °i ° o 2 o s a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D Fasteners shall have a minimum penetration into the sheathing of 3/4 inch 19.1 mrn . 4-8d BOX w U rn o P 9 ( ) UNDER SECTION 602 OF THE BCNYS 21 For sheathing less than 3/4 inch in (19.1 mm)thickness, each fastener shall penetrate JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST TOE NAIL `o c c.2.t o or stainless steel. 9: 12 16"O.C. 3 4 4 5 3 8d COMMON ° - b.) Use Copper flashing Only against ACQ Lumber Sill Plates through the sheathing.Wood shingles shall be attached to the roof with two fasteners per shingle, ° 0 m -6 o r o TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON - c.) All Structural connectors i.e.Simpson strong-Tie or USP, etc positioned in accordance with the manufacturer's installation instructions. 12: 12 16"O.C. 22 PLATE ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL o ° �, °o N o 0 shall be Hot-Dipped Galvanized or Stainless Steel. Fastener packaging shall bear a label indicating the appropriate grade material or coating weight. NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD ( ) E Q.� o-0 L, Y M Y THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX °'`� ` o ° a'o 0 r 3 BLOCKING TO JOIST N L,6.0 3 c E �' 3 O Applicant shall provide engineered wood placard EACH END a:. °t ° 20. Flame Spread Index: R302.9 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2 8d COMMON o ° o 'a, J- on or adjacent to electrical meter box for field inspection. o o a w o a� TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES wall and ceiling finishes shall have a flame spread index:5 200 ) p LOCATED HIGHER IN THE ATTIC THE HEEL JOINT v 0 a.� _ w Insulation material,vapor retarders within roof,floor,wall, ceilingassemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX ( ` c C ";o w OF FOUNDATION MATERIALS p Residential structures with Truss type construction, 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL L a= m En - o` o E &attics shall have a flame spread index<_25 o o Q 0 o c U o Pre-Engineered Wood Construction And/or Timber Construction HEEL JOINTAJDUSTMENT FACTOR o "'c »? :- �' o`t CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwellin and /or an addition, alteration H C / H r 3-16d COMMON ° E _ E- E E o a Smoke-developed Index: R302.10 g Y 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL s U I � m a) ° Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 4-10d BOX . E B t N o c O rY P wall and ceiling finishes having a smoke-developed index 5 450 g Y g 1 / 3 1.5 '� o -_ ¢ `� ° 0 c 0 ° (0 O O L N Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior o = a_E � o� � o �-� Sandy gravel and/or gravel (GW and GP) 3,000 psf Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies of the structure for field inspection 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 4-1od BOX PER JOIST o cn m Cr cu E L 0 a Sand, silty sand, clayey sand, silty gravel and clayey gravel &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 1 / 5 1.25 3-16d COMMON (SW, SP, SM, SC, GM and GC) 2,000 psf 21. NEW Construction/Additions&Alterations: 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM Clay, sandy clay, silty clay, clayey silt, silt and sandy silt STAGGERED ON OPPOSITE SIDES z (CL, ML, MH and CH) 1,500 psf It shall be the responsibility of the General contractor or his subcontractors to submit O in detail the design, calculations, drawings,written statements of the mechanical, 4-16d BOX � _ air conditioning,ventilation. heating systems new, existing or upgraded) 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL W a.When soil tests are required by Section R401.4, g y ( g Pg ) 3-16d COMMON � the allowable bearingcapacities of the soil shall be part of the recommendations. stamped by a professional engineer if required by the Owner or Building Dept. [_ (� E TABLE 802.11 2-10d BOX(3") OR W G RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST 2-Sd COMMON(2 1I2P') EACH END, TOENAIL W 0 W U) --> b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf _J Z z J_ > O are likely to be present at the site, the allowable bearing capacity shall be WOD STRUCTURAL PANELS SUBFLOOR _1 Z a)RAFTER ROOF EXPOSURE C Q determined by a soils investigation. SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q Q I- (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = []� U W EL -� 130 140 SPACING OF FASTENERS U W --�- W ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP In z LL N CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) <5:12 >_5:12 <5:12 a5:12 BUILIDNG ELEMENTS OF FASTENER PANELEDGES INTERMEDIATE ROOF SHEATHING W J 0- SUPPORTS GABLE END WALL FRAMING WIND DESIGN SUBJECT TO DAMAGE FROM 16"O.C. 12 214 201 263 247 3/8"- 1/2" 6d COMMON(SUBFLOOR,WALL) �� 30 8d COMMON(ROOF) 6 SEE NOTE A 6 11 WINTER ICE SHIELD AIR MEAN GROUND SPECIAL I SEISMIC 16"O.C. 18 277 259 342 322 SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE 31 19132"- 1" 8d COMMON 6" SEE NOTE A 6" ZONE LOAD REGION CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP 16"O.C. 24 340 318 422 396 20 LBS 140 NO NO NOM B SEVERE 3�_0�� MODERATE 11 YES NO 1500 or less 52.1 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1l4" 10d COMMON NAILS 6" 12" TO HEAVY O 16"O.C. 32 427 398 529 496 N M, In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone( ) p 33 FIBERBOARD SHEATHING Ns .Otherwise,the jurisdiction shall indicate"NO"in this art of the table. 1/2"STRUCTURAL CELLULOSIC 1 1/2"GALV.ROOFING NAIL 3 6„ O 0 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. 16"O.C. 36 469 438 538 547 W Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. I- 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1 3/4"GALV. ROOFING NAIL 7" 7„ N 0 FIBERBOARD SHEATHING z 16"O.C. 48 599 559 745 697 to 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" m p Q g W w LLJ Cl)36 518" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" > > _1 DESIGN CRITERIA O � W 0 EXTERIOR WALL WOOD STRUCTURAL PANELS TABLE R602.3 3 Wind speed: 140 TO RESIST WIND PRESSURES ( ) No of stories: 2 Mean Roof Ht: 30 ft MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Roof pitch: per plan NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD Bldg Length per plan PANEL SPAN RATING THICKNESS SPACING EDGES FIELD Bldg Width Per plan bldg aspect ratio: 3:1 6d COMMON NAIL 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" H Nailing Sched: Table R602.3(1) (2.5' x o113") a 8d COMMON NAIL 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 12" (2.5' X 0131") INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 w GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING r J ^ 7, 1/2" CEILING EITHER DIRECTION 16"O.C. Q 7" 12" 5d COOLER NAILS WALL EITHER DIRECTION 16"O.C. g" 16" CEILING EITHER DIRECTION 16"O.C. 7" 12" M 41 5/8 WALL EITHER DIRECTION 16"O.C. 7" 1211 6d COOLER NAILS "r�r !cq °G � TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR GARAGE CEILING �� �� EQUIVALANT DRYWALL SCREWS. I�/ Q M CZ 5/8" PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH I1•�( �p BENEATH IRC SECTION R702.3.5.1 HABITABLE ROOMS O U Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall raming sl 1 15S -ge hes o.c. Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports s all be c minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. F P4 r L Simpson V H2A Stud To Rafter A, TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS ' Vil Connector TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED �` Typical Metal , , , , , , , : - ,- - - . METHOD WSP: EXTERIOR SHEATHING Yp • . • . PER TABLE R602.3(3)-FASTENERS 6" WINDOW HDR 'i- -'- - n'- - -'I i- - -', Strapping .I ICI ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING pp g PER TABLE R602.3(1)OR R602.3(2) at Openings _ •I I•I I'I I' VARIES BY FASTENERS .I •I I•I 1.1 Horizontally attached METHOD CS-WSP:, •I I•I AS PER TABLE R602.3(3) plywood sheathing 1 I I WITH EXTERIOR COMMON NAILSTTACHED shall have Solid Blocking ;I (0.131 X 2.5"LONG) @ all Plywood Joints •1 AT 6"O.C.ON EDGE AND 12" O.C. I• INFIELD BRACED WALL PANEL INTERIOR FINISH: _ 1' SHALL BE MIN. 1/2"GYP. BD FASTENED U I I I•I I' WITH NAILS OR SCREWS IN ACCORDANCE W I'I I'I WITH TABLE R702.3.5 OR TABLE R602.3(1)FOR EXTERIOR WALL J - - _ _ _ _ _ _ .Fi. _ _ _ J' SHEATHING . . . . . .. . . . . . . . . . .. I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR Corner Holdowns •I I•I I OVER AND BE FASTENED TO COMMON STUDS. UJ Refer to plans 'I I,I I I I' HORIZONTAL PANEL JOINTS IN BRACED for locations WALLS PANELS SHALL OCCUR OVER O if requiredSPACING 1.1 I• COMMONABLOECKING01-1/2"THICK UJ RIM JOIST .I II I•I I. 2 x 4 or 2 x 6 STUD WALL •I I•I I•I I• Z Sill Strapping 'I I I I I I• 2 X BOTTOM PLATE = a W See details on :I I'I I•I •I I•I I•I I• EDGE SPACING -6" this page. � •I - - - I I - - 1 1 - - I O � z - -�'�- - TYPICAL ELEVATION O Q _0 WALL TO HEADER STRAPPING FASTENING REQUIREMENTS FOR �— 0- ry N.T.S. BRACED WALL PANEL AS PER _ TABLE R602.3.(3) U) LO Q c0 Q 1-1/4" galv. x 20 gage LU Were the distance is SIMPSON H2A coil strap with (5) 8d common between 9-1/4" to 15-1/4" at each Rafter. With nails in each end at each rafter. provide blocking @ °°`i (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter 0 0 o E N braced wall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES m „D - 0 a° Each Rafter on Each side �,o °o (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing = � ° Schedule Dwg-1 of Ridge to have a 2.z r- � N Simpson LSU skewable hanger a SIMPSON H2A 2 2.2 8 N O.� •- �.° °Y N N Y f0 Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil s N o 3 s = 3 o 3 rafters attached to top (5) 8d x 1-1/2" nails in Rafter a o 2 y „ Strap with (5)-8d common nails 0 �, ° a� ° L 5 plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° L ' alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs �-" o E 9 ( ) Look Out Blocks ° 0 3 Cc 0 panel. and window or door Header. Less than ° U c ° � � ° 0� � 2 =a Typical each side and ALL Gable End Wall °° ` `:LNG �� E `== � ° � or Equal z C•?- � y-0 C" windows and doors. a F a M o o BLOCKING BETWEEN RAFTERS aa_ BRACED WALL PANELS t0 12 � g N cc 6 � cu E nL o 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS NTS NTS RAFTER TO RIDGE STRAP R802.3 )� IN LIEU OF RIDGE STRAPS U PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. ZZ 7 rn NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD (n 2-1/2" LONG OF THE ATTIC SPACE AND ATTACHED _J TO THE RAFTERS WITH 4-8D NAILS O EACH END J W 1-1/4" x 20 gage G-185 0 f-- SIMPSON BSC Hot Dipped Galvanized Strap = co with (5)-8d common nails TYP EXT.WALL at each stud POST TO HEADER CONNECTOR Strap may be attached OVER CUT the plywood OR directly to LENGTH SIMPSON ABU POST C SILL PLATE 6"TREATED POST TO CONCRETE BRACKET Studs. 12" Min SIDE COVER 2"MINIMUM - rap Strap under sill 0 2-1/2"GALVINIZED CARRIAGE BOLTS _ and attach to sill plates CD TYPICAL ANCHOR BOLT -R403.1.6 z OR SIMPSON SD STRUCTURAL " ,P,"` w w • JEA N CONNECTOR SCREW „ , C LLI MAXIMUM SPACING: 1/2"@ 72"O.C. - GRADE �� = CV EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ti ADHESIVE ANCHORS:HIGH-STRENGTH - "v't". 2 BOLTS PER PLATE AND HOLD AT LEAST EPDXY ANCHORING ADHESIVE FOR _ ONE BOLT-12"MAX AND 3-1/2"MIN OFF `'` USE WITH THREADED ROD Illlll III I • N ENDS OF PLATES. Z MECHANICAL ANCHORS;SIMPSON '=lllill Use 1-1/4" Metal ZZ Ln �•' WEDGE ALL WEDGE ANCHOR °�4 Q � Coil Strap 20 Gage w TYP.CONC. FOUNDATION 12" Min (5) 8d common nails Lu 18"SQ.CAST-IN-PLACE FOUNDATION-SILL-STUD in EACH END at W W FOOTINGS MUST CONCRETE FOOTING, DOWN STRAPPING J > > J TO VIRGIN SOIL O W Q BEAR ON (MIN 36"BELOW GRADE) �� EACH Stud. ANCHOR BOLT DETAIL UNDISTURBED Applies to Garage Wall and 8d @ 6 ocAlong Z rY u SOIL Slab on Grade Construction Braced Wall Panel SCALE: 1/2"= 1'-0° FIGURE R602.10.8(1) P.T. POST TO CONC. PIER & FOOTING NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR CONNECTION a- PORCH NTS RAFTER FACE TYPICAL WALL TO WALL STRAP SIMPSON ABU INSTALLED IN ACCORDANCE STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. V1 ct ' O C o "t7 f'V U ct �R��u �A •�� - "Q 019()io Q� •�I\4fc'iN��� 6X6 POST FRAME OUT TO 14"X 14"ON 18"X18"X36"BLEOW jADE CONCRETE FOOTING — — — — t — — — — — — — — — — — — — — — — — — Lp ------------------------------------------------------o � �v I ---- 22'-1" I O ,5,/Z„ (� Cn (n w J 1 1 \ / ' 'J w 01- �Q __ I J COVERED PATIO I iv I O O'S p Q O �p� � 6"REINF. CONCRETE / i i l p �'•I/ z 5 i zg o I I I N o �_J `Li oo ; ; ca SLAB WITH STONE FINISH PER ; ; x60 w U x t OWNERS SELECTION N < ( UJ V (� I N 1 1 I I{ I J z 1 t ' I I i N N I L6 4'-5%" 3'-0" 7'-211 T-0" 4'-5'/ll 1 ' 2x10 RAFTERS Ca!16"oc 2x12 RIDGE 2x10 RAFTERS 5. 16 oc � CD 11 I I�4 5'/Z 5/I o+Z - ; CS-WSP ® z X, C14 `0 0 Q O 1 1 o - 3' 0" — 10 CO O00 Ri 5'-8/" ®Cn H-anCn� w I T O io En STORAGE O - N- - - - - - - - - \ III STORAGE C? \I Jofzg 011 7-0 7-2 7- _o W z. CNTR 5�/z" v 5/ CO/ Cam'/ N Ib X N ` �- N -- ----------------- -- --- --- --- -- - - --- -- -- - - -.--- ---- - - ---- -- `„ LJJ 8'CS-WSP 8'CS-WSP �' — — — — — — — — — — — — — — — — — — — — — — y E•N C y O O1 O E E � w � O � p n 0._-• ROOF PLAN / ROOF FRAMING PLAN 6'-0" 23'-0" 2._t- ° o SCALE: 1/4" = 1'-0" ac1 , n OoaC@ � .� O O O ) U O N O O LE O Q, N N U Y Y 1ST FLOOR PLAN a 2 m� ��o= � A � N•o � f 2-E �'3 SCALE: 1/4" = 1'-0" °" ° ° Cn E- is ��m Nm )o3orn o� 0 a �L O C � `o L7 C O Q U Q p 'S= 47 O CO•2-O ram. C E N•'U O n. ` U N N co U = C U to C - O U7 N•-= N O O- ' TYPICAL ROOF CONSTRUCTION c n E a U r 0 F-- U to N iT 1"- lD E a.= O O_ Wood Roof Shingles per R905.7 18" ACQ treated tappersawn shingles @ 6" exp. (or match existing house) fastened per manufacturers specification and the NYS code R905.7.5 Cedar breather or approved ventilation board. Ice & Water barrier as per section R905.1.2 6X6 POST FRAME OUT R802.4.6 COLLAR TIES Framing As per plans with 5/8" exterior grade 18"X 1s X3s BELOW SHALL BE NAILED with 4-10d span rated structural plywood Sheathing, GRADE CONCRETE FOOTING W/ BOX NAILS IN ACCORDANCE Nail to framingin accordance Fastener SIMPSON ABU POST CONNECTOR RAFTER/CEILING JOIST HEEL WITH FASTENING SCHEDULE " JOINT CONNECTION Schedules & Strapping per detail sheet(s). 23'-0 SHALL BE NAILED Flashing per R905.2.8 TOGETHER IN ACCORDANCE 12 12 WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) 7 7 TYPICAL SOFFIT CONSTRUCTION. WITH SIMPSON H2AAT EACH 2x4 CT @ 48"oc Match ExistingHouse. RAFTER TO STUD. ATTIC UNINHABITABLE 12" overhangs-typical I I WITHOUT STORAGE TO_ P OF PLATE 6" Wood fascia & 6" Wood rake boards. I EXTERIOR PATIO SLAB equal I 6"4000 PSI CAST-IN-PLACE SLAB Trim "azek" Ore q W/6X6 w1.441.4 WELDED WIRE MESH I O I I SIMPSON POST Metal drip edge per R905.2.8.5 I PITCH SLAB AWAY TODRAIN FILL. i o NO K BEADE I I HDR CONNECTOR Fully Vented Vinyl Soffits bo I I bo N 00 SOFFIT ON H- FU NG STRIPS I WRAP HEADER IN I 1 O I I AZEK BOARDS TYPICAL EXTERIOR WALL _ I 4'-1111 3'-011 7'-2" 3'-01' 4'-11" I z o R-21 BATT I I 2x6 Doug-Fir Wood Studs @ 16" oc. 0 1 wCO INSULATION Q I I Double top Plate and Single Sole Plate. ,!_______________ �________-_____l, 00 � 1 1/2" exterior Grade - Span Rated o. a s o - P o - w w D----------- ,D > > U 11 Continuous Structural plywood Sheathing. o O W 1 SIMPSON POST Fastened per Fastener schedule. o atio ; z � cn I BASE CONNECTOR Air infiltration barrier - tyvec or equal. o a D ; o TOP OF FOUNDATION — I Cedar Shingle Siding - match existing house. - installed per manuf specs and NYS code. I , b` I I I I Cont. load path strapping installed in accordance a �______ __________; N ---------- Bottom of deck with drawings. Provide Fire Blocking in accordance • • 7 a • °� - 7.a - - - •°4 11'-6" I pier Footing ________ TOP OF FOOTING — — 1 — — I 36' below with R302.11 & R302.11.1 and --- -------'------------------------------------------------ - - — - — - — - — — — I_ — _ Grade Minimum Draftsto In per R302.12 & R302.12.1 SLAB ON GRADE LAB- � pp g p S ON GRADE 4"CAST-IN-PLACE CONCRETE 23'-011 TYPICAL FOUNDATION CONSTRUCTION SLAB W/6X6 WIA X WIA WWM ol4"CAST-IN-PLACE CONCRETE ON COMPACTED BASE. SLAB W/6X6 W1.4 X W1.4 WWM in accordance with chapter 4 ON COMPACTED BASE. 3000 psi Air Entrained cast-in-place concrete W .� SECTIO '" A wall on cast-in-place Concrete Wall Footing per FOUNDATION PLAN R403. SCALE: 1/4" = 1'-0" A !� U �, , Damproofing per R406. 2- 2x6 approved 3 w � o SCALE: 1 /4„ _— V -O„ treated Sill Plates, Sill Seal And Termite shield per �,.� z o crl Section R318. Anchor bolts per Foundation Plan �--� a V �l )� PROVIDE FIRE BLOCKING IN � M �J ACCORDANCE WITH R302.11 and R403.1.6 OF THE IRC RESIDENTAIL CODE. TYPICAL FOUNDATION - 8'-0" HIGH ^c� INTERIOR WALL FINISH IN ACCORDANCE WITH CHAPTER 4 U o Provide 1/2" Gypsum Wall Board on ceilings TABLE R404.1.2(8): x cz and walls except basement walls & cl s - unless 8 CAST-IN-PLACE WALL WITH TYPICAL ANCHOR BOLT -R403.1.6 �/ o rn p g HORIZONTAL REBAR PER TABLE MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH noted. Min 1/2" Moisture Resistant Wall Board on NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST Ceiling and all walls in Bathrooms (humid areas) R404.1.2(1) - SEE DWG-1 NOTE #6. ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. Qt D C O and 5/8" cement board on walls and ceilings in wet areas. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, 1. Walls 24 inches total length or shorter connecting offset braced wall panels shall be anchored to the foundation with not fewer than one anchor bolt Provide 5/8' Fire Rated 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE o n. gypsum wall Board on walls located in the center third of the plate section and shall be attached to adjacent and ceiling as per er code, manufacturers SHIELD, EXTERIOR DAMP-PROOFING, ALL braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) FOUNDATION FOOTINGS TO EXTEND TO requirements and drawings. 2. Connection of walls 12 inches total length or shorter connecting ����"`•+' VIRGIN SOIL & BE FULL HEIGHT OR STEP offset braced wall panels to the foundation without anchor bolts shall be permitted. FOOTINGS 1 V TO 2H i. The wall shall be attached to adjacent braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) a'S°T 019010 OFN I I W 12 12 12 12 U 7� �7 7� �7 � O 0 W � < W TOP OF PLATE_ _ _ TOP OF PLATE J z - O � z 1 p Qo OUTDOOR SHOWER N L.J._ 0 0 — Q r TOP OF FOUNDATION TOP OF FOUNDATION CONCRETE SLAB W I FINISHED GRADE I i FINISHED GRADE I U)� c I I I I N N o C N_ Bottom of 'O ,,U O` EO E Bottom of I — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — I Footing w oc} y EL g ° D a Footle — — — — — — — — — — — — — — — — — 36' below u o,o o c ° c y o 36"below L — J — — — — — — Grade Minimum .° o c `�,° c Grade Minimum M.c c Z a o ' c REAR ELEVATION U c � 2 N C O'@ O O N f6 O RIGHT ELEVATION �_� ° �' y ou�.o3 LCE � 3o SCALE: 114" = 1 '-0" SCALE: 1 /4" = 1 '-0" U� °_� N O1 N•�-~ — L _ C Esc m a a c c UyLI6-UlNl CDC•C�d ON O QU Ln LNNC oto] OCC LCL01 o O o c C- = E m d V In C 2� O.E NU 0 � L) U MnUU)IC : aCON WOOD SHINGLE OR SHAKE ROOF TO MATCH EXISTING HOUSE TOP OF ROOF_ _ _ — 12 12 — _ _ _ - _ - TOPOFROOF 12 12 7� - �7 7� 7 O N O N W TOP OF PLATE_ _ _ TOP OF PLATE N O `— Z CA r- I - m p Q � � W W CEDAR SHINGLE SIDING - - I I O W U TO MATCH EXISTING 0 o z U) b) Z _ _TOP OF F FOUNDATION CONCRETE SLAB T_OP OF_ FOUNDATION__ _ i FINISHED GRADE i i FINISHED GRADE I I - Bottom of i I Footing Bottom of — — — — — — � 36"below L _ J 36�be ow N ting Grade Minimum Grade Minimum c .� v Z LEFT ELEVATION FRONT ELEVATION �.�, SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-011 .� M U � �o � C) ~ N � � �,c � J\/y,�� . Av `;0FN� �I