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HomeMy WebLinkAbout44540-Z 4�g�FFOI,�Cp� Town of Southold 6/25/2020 P.O.Box 1179 0 o ® 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41210 Date: 6/25/2020 THIS CERTIFIES that the building FIRE REPAIR Location of Property: 225 Horton Ln, Southold SCTM#: 473889 Sec/Block/Lot: 63.-5-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/13/2019 pursuant to which Building Permit No. 44540 dated 12/19/2019 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: fire repairs. including covered front porch, to an existing one family dwelling as applied for. The certificate is issued to Murphy,Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44540 6/10/2020 PLUMBERS CERTIFICATION DATED t o ' Signature �suFFoc TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY �.pl�A,��O�•S 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 #: 44540 Date: 12/19/2019 Permission is hereby granted to: Murphy, Margaret 225 Hortons Ln PO BOX 374 Southold, NY 11971 To: construct fire repairs on existing single-family dwelling as applied for. All work must be constructed in-place of the existing. At premises located at: 225 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot# 63.-5-16 Pursuant to application dated 12/13/2019 and approved by the Building Inspector. To expire on 6/19/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $324.80 CO-ALTERATION TO DWELLING $50.00 Total: $374.80 Buil g nspector �g�FFn TOWN OF SOUTHOLD BUILDING DEPARTMENT C3 s TOWN CLERK'S OFFICE wp • 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#: 44171 Date: 9/16/2019 Permission is hereby granted to: Murphy, Margaret 225 Hortons Ln PO BOX 374 Southold, NY 11971 To: Re-connect Electric after fire I At premises located at: i r� I� aaatk 40 225 Horton Ln, SoutholdylJ SCTM # 473889 H 4 5 4 0 Sec/Block/Lot# 63.-5-16 Pursuant to application dated 9/16/2019 and approved by the Building Inspector. To expire on 3/17/2021. Fees: ELECTRIC $85.00 Total: $85.00 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 I% 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: 1. 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 Dante. 0 wo I wA New Construction: Old or Pre-existing Building: (check one) Location of Property: ���j \Acmm'4S tNNcs. -UUT� l,1� House No. Street Hamlet Owner or Owners of Property: Opg(xy—'r- V%, {AUQ,P V Suffolk County Tax Map No 1000, Section Block Lot \�o Subdivision Filed Map. Lot: Permit No. ["t qNO Date of Permit. Applicant: "D,�1WW_T MUQP�� Health Dept. Approval: Underwriters Approval: Planning Board Approval- Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted. $ Applicant Signature 1 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Rcor 'QRU r tom_residing at r (Print property owner's name) (Mailing Address) do hereby authorize . (-,WW6 (Agent) to apply on my behalf to the Southold Building Department. \(O (O C 1 (O ne Signature) (Date) Mroi os-d F. MUS .r (Print Owners Name) CONSENT TO INSPECTION NIC, 4�& P-k ra a ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is (are) the owner(s) of the premises in the Town of Southold, located at ZZS i -ta►Js L4 , S001VAC,,D tN 1 lor? I which is shown and designated on the Suffolk County Tax Map as District 1000, Section Co3 , Block 9_, Lot I(Q. That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: P—e?A tCL oF ��� `D��►Jl�4Ea� That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: �`� Y'3 (Signature) laroaref 1- 1`JurAh y (Print Name) (Signature) (Print Name) rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(c�town.Southold.n us Southold,NY 11971-0959 y' ®I�COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To' 225 Hortons Ln Address: Margaret Murphy city-Southold st: NY zip: 11971 Building Permit# 44540 Section. 63 Block. 5 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Paul Burns Electrical License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 13 Ceding Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment: Notes. Fire Repair of First and Second Floor Inspector Signature: Date: June 10, 2020 S.Devlin-Cert Electrical Compliance Form As s�o 0�0 lyo #F SO TOWN OF SOUTHOLD BUILDING DEPT: y'.2� • io �yco 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]= 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: l DATE a 3 INSPECTOR - f' � - p �Q� �L►.7 F SOUIy°lo H LAS "r C kt # # TOWN OF SOUTHOLD BUILDING DEPT. rourm��'' 765-1802 INSPECTI-0-N [ ] 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: DATE '?/ `S Z� INSPECTOR i ILDING DEPT. TOWN OF SOUTHOLD BU `�coum 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ Vf 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: DATE 3 1 INSPECTOR UFSO//Tyo� OF qq S22.5 lq LAN # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL)-f�tpj. [ ] CODE VIOLATION irl PRE C/O k iZ REMARKS: ok DATE INSPECTOR OF SOGIyo! # # TOWN. OF SOUTHOLD BUILDING DEPT. cou765-1802 - INSPECTION [ ] FOUNDATION 1ST [XFINAL H PL13G. [ ] FOUNDATION 2ND [ ATION/CAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Y INSPECTOR FIELD INSPECTION REPORT -DATE COMMENTS FOUNDATION (1ST) y -------------------------------------- C FOUNDATION (2ND) CZ 9 @f y z 9 o n ° fill c ` ROUGH FRAMING& PLUMBING y o. r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS rn ro p� y z . d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL BrmTZsfHealth SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check 'Suptia-Form -N-n.D.E.C. T-rastees C.O.Application [1q F-leod-P�-mrt Examined 20 Sw.&-�&c-S-6parate Truss Identification Form at-er Assessment Form 2 Contact: Appi oved d\ ,20 Mail to: J. (JFo1AA*9> A04A. Disapproyed a/c loo it 1. C VOTOY%D SORE 4. S-,VwFe - Phone: (03l 338 (0225 44NC 10 its Expiration 20^ Building Inspector ' a O 1 3 ZO19 APPLICATION FOR BUILDING PERMIT Date TDe.G• tj� , 20 (�1 INSTRUCTIONS a.This application MUST be completely 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 aet uthorized has n _comd w menceithin 12 months after the date of issuance or has-not been completed within 18 months from such date. If no zonirig`amendmerits'or'other regulations affecting the property-have been eeacted in the interim,the'Building'Inspector may authorize,iri writing;the extension of the permit for an addition six months.Thereafter;:anew 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. —Waa Signature of applicant of naive,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OW NI. Name of owner of premises M&gAwex' MQ �4Y (As on the tax roll or tatest 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 whic-h�proposed work will be done: 72AS -Klotz-rocJs l-�4t�1� s c>ay A o t'so House Number Street Hamlet Sr'��~..e 1 Ir I`i�l..l•f`'T.l`'Ll�i 't`? �/ County Tax Map No. 1000 Section 6., ,,z;B•locic ;,i ;!j:a ,' ;f? f�t Lot t�tute:,�Fi!�YoGli? ni t��i'il:;ti� 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 @ES%Ve43Cr b. Intended use and occupancy Ofs kve4z G'f-,- 3. Nature of work(check which applicable): New Building Addition Alteration Repair X' Removal Demolition Other Work (Description) 4. Estimated Cost ` 1601 000 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. i,)LA 7., Dimension's of existing structures, if any: Front Rear 3(,-I!;, Depth S1 -2 Height 2'-E' Number of Stories 2- Dimensions of same structure with alterations or additions: Front tAo c i^4e,,F- Rear t to t N&b)ae Depth i4o 6A-A s Height iso Number of Stories t4. G0Akj 8. Dimensions of entire new construction: Front Rear 1a,- Depth Height Number of Stories V 9. Size of lot: Front Rear -7S Depth 215 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated VC;, - '«S1`�C'Q.YC'1.�� CF>rkcjF— 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 NO X' 14. Names of Owner of premises &ac4Ae�@c AIlJ"Address Z2,G 4Jmwva► ,.L+t . Phone No. Name of Architect I(.E,aaw oa ceu,Teocym rc. Address too a.eoom g,qm2Phone No (,St Sla-ii� Co 7-S Name of Contractor Fe-I SF.f-J«s. qJ Address -761 V=, Phone No. (pSk 'M 0"9- 95M a, ate{ t 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_X * 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 X * 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 OFS c� being duly sworn, deposes and says that(s)he is the applicant ( ame of individual sigm g cAtract) above named, (S)He is the (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 p1- - �- day of�e� L 20 F ,L GL RA JEAN L L (/ Notary Public NOTARY PUBLIC, State of New York . Sign re of Applicant No.01 L16195340 Qualified in Suffolk County Commission Exnlrp-.October 20,2020 FFD1lr 1r�S' . r F i 1 o�S11: A'�o BUILDING DEPARTMENT-Electr�ca�Jnsp-dor.a i , ' TOWN OF SOUTHOLP' L. "g o = 'Town Hall Annex - 54375 Main Road - PO 'x 4192019 �d Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631)A765=95ITZT m p,'n roger.richert(&-town.southold:nv us�;�a"roe �U�:a{��:'1, APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Bob Burns Date: /3//11 Company Name: Paul Burns Electrical Contractors Inc Name: Paul R Burns Jr License No.: 3897ME email: pburnsjrga optonline.net Address: PO BOx 1061 Southold, NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION: (All Information Required) Name: Murphy Address: ortons Lane Southold Cross Street: Travelers Street Phone No.:, 631-76b- Bldg.Permit -BIdg.Permit#: email: l Tax Map District:, 1"000 Section: „ Block: S _ Lot:; -- BRIEF DESCRIPTION OF WORK(Please Print Clearly) Fire re-connect Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (Ali information required) Service Size 3 Ph Size: ?� A #Meters _L Old Meter# New Service- econnect Flood Reconnect-Service Reconnected -Underground-Overhead #Underground L 1 2 H Frame Pole Work done-on Service? - Y N Additional Information: PAYMENT DUE WITH APPLICATION - 82-Request for Inspection Form.xis PERMIT# Address: Switches Outlets- G FI's Surface Sconces- . NH's UCl.ts ry ._ - •- •_... ..�. .. .. .. . .... . .._ .` - t . . . R a•\' � dhg 1. ' . ,'•(a_ .f ` �,._ \___. .:� Fans 1 ..,..,.._., ," .. . .... . .., _ ..., .. ,,,,_ .Fridge. ..... . . Exhaust Oven r, =�_ • D Smokes ` DW ,;_' ;<':_ ' r r - Service s, Carbon _., Micro Combo _ „s,. _. -Coo{c'top; '' `.� transfer AC AH _ . J Mini 1- - � t�• r, F�'r Special: Comments .- _.rl _._.. �...... .. . .. ..',_._--. -- _ _-- —_ __ ___. .. _ < < ._, _._ _ - ��,x�., .,�;, >,---_----•, s 6. dt j AC R® CERTIFICATE OF LIABILITY INSURANCE F DATE(MM/DD/YYYY) 1 12/11/2019 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(ies) 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 endorsement(s). PRODUCER CONTACT Nate Perry Quinton Insurance PHONE o Ext). (800)454-1970 FAA/c No): (585)388-9531 2700 Elmwood Ave E-MAIL ADDRESS: service@quintoninsurance.com INSURERS AFFORDING COVERAGE NAIC# Rochester NY 14618 INSURERA: MARKEL INSURANCE COMPANY INSURED INSURER B: NGM INSURANCE 14788 P.C.I.Services Inc. INSURERC: MT HAWLEY INS CO 701 KOEHLER AVE STE 8 INSURER D; NEW YORK STATE INS FUND DBL CERTS&WOF INSURER E: ERIE INSURANCE COMPANY 26263 RONKONKOMA NY 11779-7403 INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO_7CLAIMS-MADE �OCCUR PREM SES Ea occu RENTED $ 50,000 X Primary&Non Contributory MED EXP(Any one person) $ 5,000 A MKLCIENV1000198 09/06/2019 09/06/2Q20 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY JET F LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER CPL CPL $ 2,000,000 Aggr AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ 1,000,000 OWNED FX7 AUTOS SCHEDULED B AUTOS ONLY B1 U957OR 09/06/2019 09/06/2020 BODILY INJURY(Per accident) $ X HIRED VI NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per acadent X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 C EXCESSLLIAB CLAIMS-MADE MXL0430624 09/11/2019 09/11/2020 AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N EL EACH ACCIDENT $ 1,000,000 D OFFICER/MEMBER EXCLUDED? ❑N N/A 847339-9 02/28/2019 02/28/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 BAILEES COVERAGE E Q46-5150518 10/01/2019 10/01/2020 $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) 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 ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 AUTHORIZED REPRESENTATIVE Southold,NY 11971 HS FtGEfJr fOR I.C.O.R,iNC. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb. Business Telephone Number of Insured P.C.I. Services Inc. (631)738-6900 701 KOEHLER AVE STE 8 ic.NYS Unemployment Insurance Employer RONKONKOMA NY 11779-7403 Registration Number of Insured Work Location of Insured(Only requiredifcoverageis'specifically Id..Federal Employer Identification Number of Insured limited to certain locations in New fork State, i.e., a Wrap-Up or Social Security Number Policy) 08-6604915 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed'as the Certificate Holder) Erie Insurance Company Town of Southold 3b.Policy Number of entity listed in box"la" 53095 Route 25 Southold,NY 11971 847339-9 3c. Policy effective period 02/28/2019 to 02/28/2020 3d. The Proprietor,Partners or Executive Officers are [:] included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "T''msures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Canner will also notify the above certificate holder within 10 dayslF a policy is canceled due to nonpayment ofpremiums or ,within 30 days IF there are 'reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. ('These notices may be sent by regular marl) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3e 11,whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy,indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide-that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State'Workers' Compensation Law. Under penalty-of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: MARC CIPRIANI (Print name of authorized representative or licensed agent of insurance carrier) Approved by. Rr9G 12/11/2019 (Signature) (Date) Tide: SVP— COMMERCIAL LINES Telephone Number of authorized representative or licensed agent of insurance carrier: (800),458-0811 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it: C-105.2(9-07) www wcb state.ny.us 4 4 REScheck Software Version 4.6.5 LNjf Compliance Certificate Project Murphy Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 225 Hortons Lane Jeffrey Leonard Southold, NY 11971 J. Leonard Architecture, PC 100 N. Country Rd. Suite 2 Setauket, NY 11733 Envelope Assemblies Gross Area Cavity Cpnt. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss --- --- --- --- --- Exemption: Framing cavity not exposed. Ceiling 2: Flat Ceiling or Scissor Truss 201 49.0 2.0 0.025 5 Wall 1:Wood Frame, 16"o.c. --- --- --- --- --- Exemption: Framing cavity not exposed. Window 1:Wood Frame:Double Pane with Low-E --- --- --- --- --- SHGC:0.31 Exemption: Storm window alteration. Door 1:Solid 80 0.280 22 Wall 2:Wood Frame, 16"o.c. 835 15.0 4.0 0.057 43 Window 2:Wood Frame:Double Pane with Low-E 75 0.300 23 SHGC:0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space --- --- --- --- --- Exemption: Framing cavity not exposed. Compliance Statement., The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been des' ed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requir ! nts list i the RES c ck Inspection Checklist. Name-Title Sig �' u e Date 3 l Project Title: Murphy Residence Report date: 12/12/19 Data filename:\\Mac\Home\Documents\REScheck\Murphy.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'Section Plans-Verified, -Ai ld`,Verified- -_=-' _ # =Pre=Inspection/Plan'Review Value= value _ Corriplies� Comments/A'ssuinptions;- 103.1, ;Construction drawings and =`_=_ —_ ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PR1)1 energy code compliance for the ;building envelope.Thermal -+❑Not Observable ' - m~- --- n ' !envelope represented on '': _ _ ; ❑Not Applicable ;construction documents. F' 103.1, ;Construction drawings and ,, r_ :} °„,,,^Y, , ,%=?'❑Complies ;Requirement will be met. 103.2, documentation demonstrate x,❑Does Nat 403.7 ;energy code compliance for € = z , [PR3)1 ;lighting and mechanical systems. ❑Not Observable ,4P) ;Systems serving multiple r._ _ El Applicable ;dwelling units must demonstrate ;compliance with the IECC =, !Commercial Provisions. -_ ! •302:1;;':_°�-•Heating and cooling equipment is; Heating: Heating: I❑Complies :Requirement will be met. 403:7;',' sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]z i"Ion loads calculated per ACCA Cooling' j Cooling: !❑Not Observable Manual } ) hhBtu/hr Btu/hr ;❑Not Applicable ' approved by the code official. Additional Comments/Assumptions: 111 High Impact(Tier 1) '=2= Medium Impact(Tier 2) 1 13 1 Low Impact(Tier 3) Project Title: Murphy Residence Report date: 12/12/19 Data filename:\\Mac\Home\Documents\REScheck\Murphy.rck Page 2 of 9 ` ` . 30:2'A',l�,A protective covering is installed to !LlComplies Exception: Requirement is not applicable. ,[F -1)2 protect exposed exterior insulation TIDoes Not and extends a minimum of 6 in below :0Not Observable: gra e. 401.9,"-- Snow-and ice-melting system controls;E]Complies Exception: Requirement is not applicable. InNot Observable; UNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) [-21]Medium Impact(Tier 2) 1-3 Low Impact(Tier 3) ' Project Title: Murphy Residence Report date: 12/12/19 Datafi|ename:\\Mac\Homne\Ducunoents\REScheck\Murphy.rck Page 3of 9 Section_ , [�olens_Verified ,.Field Verified.Framing1Itou6ii-In Inspection ti'`Complies?, Comments/AssumptionsReq.ID 'Value- -Value..: 402.1.1, Door U-factor. U- U- ;❑Complies :See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 A ;❑Not Observable ; {❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- { U- 1❑Complies See the Envelope assemblies 402.3.1, average). ;❑Does Not 'table for values. 402.3.3, 402.5 f❑Not Observable ; [FR2]1 ;❑Not Applicable ; 303.1.3 ;U-factors of fenestration products, -_ =_ =,;❑Complies Requirement will be,met. [FR4]1 !are determined in accordance °•'i ❑Does Not with the NFRC test procedure or " _=i r ;taken from the default table. ` - i❑Not Observable i❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier €=;_,„ _ ""]Complies :Requirement will be met. [FR23]1 linstalled per manufacturer's " _t'❑Does Not instructions. ❑Not Observable '❑Not Applicable 402.4.3 ;Fenestration that is not site built _` ''i ?`' =°,❑Complies ;Requirement will be met. [FR20]1 his listed and labeled as meeting - -- ;i, : El Does Not AAMA/WDMA/CSA 101/i.5.2/A440': .or has infiltration rates per NFRC r- ❑Not Observable 1400 that do not exceed code ,. "=s ❑Not Applicable limits. - 402-.4.5„�.;,jIC-rated recessed lighting fixtures z:;,, ' .u': n❑Complies ;Requirement will be met. [FRl6]? }sealed at housing/interior finish >=❑Does Not ” "land labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. 4 ; - { =❑Not Applicable 403.3.1 ';Supply and return ducts in attics -_ a _ =.i,❑Complies ,Exception: Ducts located [FR12]1 I insulated >= R-8 where duct is '•° ___ ,❑Does Not ;completely inside the >= 3 inches in diameter and>_ :' '' _ _'a`, z ;building envelope. R-6 where< 3 inches.Supply and ❑Not Observable , return ducts in other portions of ',' _ _ ❑Not Applicable a ;the building insulated >= R-6 for j ;diameter>= 3 inches and R-4.2 !for<3 inches in diameter. 403.3.5%-J Building cavities are not used as Y:3❑Complies !Requirement will be met. (FR15]3 lducts or plenums. ' ❑Does Not E_'. ;;..,_-',r .•'_ ❑Not Observable ; ! - -'[]Not Applicable 403:4' HVAC piping conveying fluids R- R- ;❑Complies ;Exception: Requirement is [FR-17]2� i above 105 QF or chilled fbelow 55 QF are insulateluids ;❑Does Not :not applicable. d to zR- ' z ❑ �3 ; Not Observable ; ❑Not Applicable ; 403.4.1 ;Protection of insulation on HVAC - _ >;❑Complies :Exception: Requirement is [FR24]1 1piping. j❑Does Not ;not applicable. _-- ❑Not Observable ❑Not Applicable 403.5.3 `Hot water pipes are insulated to R- i R- ❑Complies ;Requirement will be met. j❑Does Not ;❑Not Observable } ;❑Not Applicable 403.6;'" :;Automatic or gravitydam ers are, "`''`"'''; '` ❑Com lies ;Requirementwill be met. [FR19]? .,installed on all outdoor air _ - ` — ,❑Does Not „ intakes and exhausts. ;❑Not Observable ' '❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Murphy Residence Report date: 12/12/19 Data filename:\\Mac\Home\Documents\REScheck\Murphy.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2=°`Medium impact(Tier 2) 3�� Low Impact(Tier 3) Project Title: Murphy Residence Report date: 12/12/19 Data filename:\\Mac\Home\Documents\REScheck\Murphy.rck Page 5 of 9 ` . . Va s labeled ;Requirement will be met. ailed insulation i the installed R-values Does Not ',T]Not Observable 402.1.1, R- R- ILJComplies ,Floor insulation R-value. See the Envelope Assemblies 402.2.6 table tbr values. [:J Steel o Steel ;E]Not Observable ZINot Applicable ;Requirement will be met. 303.2, ;Floor insulation installed per ElComplies 402.2.7 manufacturer's instructions and E]Does Not [IN2]3- ;in substantial contact with the .,',E]Not Observable underside of the subfloor,or floor *aming cavity insulation is in ble contact with the top side of sheathing,or continuous !insulation is installed on the ;underside of floor framing and extends from the bottom to the !top of all perimeter floor framing 402.1.1, 1 Wall insulation R-value. If this is a;, R- R- ;,E]Complies ;,See the Envelope Assemblies 402.2.5, !mass wall with at least Y2 of the !to Wood o Wood :E]Does Not table for values. 402.2.6 !wall insulation on the wall o mass o mass !E]Not Observable [IN311 ;exterior,the exterior insulation I F1 Steel o Steel ;requirement applies(FRIO). ;,[]Not Applicable 303.2 ;Wall insulation is installed per jr! "Alcompiles :Requirement will be met. ",7`013oes Not [IN411 :manufacturer's instructions. -,-3,11�E]Not Observable Additional Comments/Assumptions: \ 11 High Impact(Tier 1) 1-2�1 Medium Impact(Tier 2) -�3 Low Impact(Tier 3) Project Title: Murphy Residence Report date: 12/I2/19 Data filename:\\Mac\Honne\Oocuments\REGcheck\JMurphy'rck Page 6of 9 Section' "Plans Verified:: '.,.Field Verified " Corim p #_'' -inailns ection`Provisions,_ plies? _ Comments/Assum tions - -, -Value _Value��' 402.1.1, ;Ceiling insulation R-value. R- R- '❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, 1 E] Steel ;❑ Steel :❑Not Observable [FI1]?ti I ` t❑Not Applicable ; , I 303.1.1.1,;Ceiling insulation installed per ` - = =_ = _ ;❑Complies :Requirement will be met. 303.2 :manufacturer's instructions. ;.=v`- _:❑Does Not [FI2]1 !Blown insulation marked every 300 ft2. ❑Not Observable -,❑Not Applicable 402.23'° +,'Vented attics with air permeable =_ . '_T`; 'r ',,❑Complies ,Requirement will be met. [FI22j?: 3 insulation include baffle adjacent E` ❑Does Not _ =to soffit and eave vents that =' _ ;extends over insulation. _ = _- a❑Not Observable ;I❑Not Applicable ; Ytt 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [17I3]1 =insulation zR-value of the : j ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and 1 ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ; ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 ;cfm/100 ft2 across the system or : ft2 ft2 ;❑Does Not j not applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [17:27]1 determine air leakage with ' ftz ft2 ;❑Does Not !not applicable. either: Rough-in test:Total jleakage measured with a j �,❑Not Observable pressure differential of 0.1 inch :❑Not Applicable ;w.g.across the system including ; ;the manufacturer's air handler ; enclosure if installed at time of 1 test. Postconstruction test:Total { ;leakage measured with a ;pressure differential of 0.1 inch `w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 lAir handler leakage designated = ❑Complies ;Exception: Requirement is [F124]1 by manufacturer at<=2%of 'j❑Does Not not applicable. -design airflow. -",❑Not Observable ' ❑Not Applicable ; 403A,1 =,'Programmable thermostats ❑Complies ;Exception: Requirement is [F19]z= 1installed for control of primary E= ,i❑Does Not not applicable. cheating and cooling systems and _ ',❑Not Observable initially set by manufacturer to t = :, code specifications. =- ,,I❑Not Applicable 463:1;,2 �SHeatum thermostat installed ❑Complies ;Exception: Requirement is [17110]? ;on heat pumps. ;.I❑Does Not :not applicable. ,❑Not Observable ❑Not Applicable 403,:5:1' ' wCirculating service hot water t, ❑Complies !Exception: Requirement is [17:11-]z _;systems have automatic or _ - _ ❑Does Not !not applicable. = accessible manual controls. r J• ,. ; [Section 'Plans-Verified. .FieldVerified=Final Inspection Provisions Value -Value Complies? Comments/AssumptionsReq.ID 403.6.1 lAll mechanical ventilation system` ;❑Complies ;Exception: Requirement is [17I25]2.' }fans not part of tested and listed i_ ❑Does Not not applicable. i HVAC equipment meet efficacy r, ;and air flow limits. ;❑Not Observable ; j❑Not Applicable 403.2 !Hot water boilers supplying heat :,❑Complies Requirement will be met. [FI26]2 ;jthrough one-or two-pipe heating ` ; '- '❑Does Not j systems have outdoor setback ,control to lower boiler water _ ❑Not Observable ; ;temperature based on outdoor `: ;❑Not Applicable j ;temperature. i 403.5.1.1 i Heated water circulation systems '❑Complies ;Exception: Requirement is [,FI28]2 4have a circulation pump.The f ❑Does Not :not applicable. ,system return pipe is a dedicated return pipe or a cold water supply: ❑Not Observable !pipe. Gravity and thermos- i_, E❑Not Applicable ; ?syphon circulation systems are + ; I not present.Controls for I circulating hot water system ( - pumps start the pump with signal Jor hot water demand within the 1; ; occupancy.Controls automatically turn off the pump Iwhen water is in circulation loop t`is at set-point temperature and no demand for hot water exists. 403.5.1:2 `Electric heat trace systems _ i❑Complies ;Exception: Requirement is IFI29lz comply with IEEE 515.1 or UL i ❑Does Not not applicable. ?515. Controls automatically y _ ❑Not Observable ±adjust the energy input to the , heat tracing to maintain the 4 ❑Not Applicable (desired water temperature in the ,`.,piping. , 403.5.2' ;Water distribution systems that ;- - ,7❑Complies :Exception: Requirement is [FI 30]2' ;have recirculation pumps that I. - _ y❑Does Not ;not applicable. i pump water from a heated water ; I ; ;supply pipe back to the heated ; ,❑Not Observable ;water source through a cold i >❑Not Applicable ; !water supply pipe have a !demand recirculation water ;system. Pumps have controls that manage operation of the f- pump and limit the temperature = ` of the water entering the cold = ;water piping to 104°F. 403.5.4 !Drain water heat recovery units ` i❑Complies ;Exception: Requirement is [FI31]2 'tested in accordance with CSA []Does Not :not applicable. 71355.1. Potable water-side x ❑Not Observable pressure loss of drain water heat ; , recovery units<3 psi for i ❑Not Applicable individual units connected to one jor two showers. Potable water- ;side pressure loss of drain water heat recovery units<2 psi for ;individual units connected to i I .;three or more showers. s I 404.1 1;75%of lamps in permanent f ❑Complies !Requirement will be met. [FI6]1 :fixtures or 75%of permanent 1 ❑Does Not !fixtures have high efficacy lamps. ;Does not apply to low-voltage ! ❑Not Observable I lighting. I❑Not Applicable 404.1.1 'Fuel gas lighting systems have i -;❑Complies ;Exception: Requirement is [F123]3 i no continuous pilot light. ❑Does Not :not applicable. ;❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Murphy Residence Report date: 12/12/19 Data filename: \\Mac\Home\Documents\REScheck\Murphy.rck Page 8 of 9 • Section= - _ -, ,- - - - _- - •°- '�' ,._ ___ , __: ..,:, - `Pians Verified._. ;=Field_`Verified -1"-e ; `-_, - Finai Inspection Provi ions V lue - omplies. Comments/Assume#ions ,a =*: t' Value:. 401:3•- Compliance certificate posted. €^4. _ = ,�;❑Complies ;Requirement will be met. ElDoes Not ; ❑Not Observable []Not Applicable 303.3' ;Manufacturer manuals for T ""` j;❑Complies 'Requirement will be met. [FI18]3- mechanical and water heating Vi=n f - _ _ =F>❑Does Not ;systems have been provided. -s❑Not Observable i = ❑Not Applicable i <.; Additional Comments/Assumptions: 11 High Impact(Tier 1) itMedium Impact(Tier 2) :3 Low Impact(Tier 3) Project Title: Murphy Residence Report date: 12/12/19 Data filename:\\Mac\Home\Documents\REScheck\Murphy.rck Page 9 of 9 2015 C Energy Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/ Roof 51.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments V I I i fm FRAMING DETAILS - 130 MPH, EXPOSURE B MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADSTABLE R402.2- MINIMUM COMPRESSIVE STRENGTH OF CONCRETE WIND COMPLIANCE METHOD-WFCM 2015 a 3 2 2 3 (IN POUNDS PER SQUARE FOOT) �` I � � MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f TYPE OR LOCATIONS OF (f c) BUILDING ASPECT RATIO: 1.48 5 h I i s CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE USE LIVE LOAD 21 1 I 1 12 h 5 I I I BASEMENT WALLS, FOUNDATIONS MIN. NAILING SCHEDULE- 130 MPH WIND ZONE EXTERIOR BALCONIES 40 e 4 Q I I I AND OTHER CONCRETE NOT 2,500 2,500 2,500 ROOF SHEATHING NAILING 5GHEDULE 9 4 B S 100 EXPOSED TO THE WEATHER COMMON NAILS BOX NAILS NAIL SPACING DECKS 40 15 5 a 3I 2 � � 2 I3 BASEMENT SLABS AND INTERIOR ROOF FRAMING ZONE I ZONE 2 ZONE 3 ZONE 4 FIRE ESCAPES 40 GABLE ROOFS FIELD 6" O.G. 6" O.G. 3" O.G. 4" O.G. SLABS ON GRADE, EXCEPT 2,500 2,500 2,500 o Blocking to Rafter(Toe-nailed) 2-8d 2- 10d each end PASSENGER VEHICLE GARAGES 50 6 S 10° GARAGE FLOOR SLABS EDGE 4" O.G. 6" O.G. 3" O.G. 3" O.G. WALLS BASEMENT WALLS, FOUNDATION WALLS, Rim Board to Rafter(End-nailed) 2- 16d 3- 16d each end ATTICS WITHOUT STORAGE 10 WALL FRAMING 20 ALL 1/2" EXT. PLYWOOD 5HEATHIN6 TO EE SEGURED EXTERIOR WALLS AND OTHER 2,500 3,000 3,000d ATTICS WITH LIMITED STORAGE W/ 8d COMMON NAILS - 2-1/2" x 10-1/4" 6A. - PATTERN AS -�VQ.k- �k mak- -11� VERTICAL CONCRETE WORK INDICATED ABOVE. �I �I _I -I EXPOSED TO THE WEATHER Top Plates at Intersections(Face-nailed) 4- 16d 5- 16d at joints ROOMS OTHER THAN SLEEPING ROOMS 40 a 31 2 L3 3 23 a 3 2 3 - 7 PORCHES, CARPORT SLABS AND d,e d,e Stud to Stud (Face-nailed) 2- 16d 2- 16d 24"o.c. SLEEPING ROOMS 30 FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS 2�/2 STEPS EXPOSED TO THE WEATHER, 2,500 3,000 3,500 REFER TO NAILING SCHEDULE FROM TABLE 3.1 OF THE s \ s AND GARAGE FLOOR SLABS Header to Header(Face-nailed) 16d 16d 16"o.c. along edges STAIRS 40 AMERICAN WOOD FOREST 4 PAPER ASSOCIATION WOOD 21 1 1221 1 12 h 21 1 )2 2I 1 12 h FLOOR FRAMING GUARDS AND HANDRAILS 200 FRAME CONSTRUCTION MAUAL I I I I /2 2\ I a. AT 28 DAYS P.S.I. I I T� J � Joist to Sill, Top Plate or Girder(Toe-nailed) 4-8d 4- 10d each end 10° < 6 < 450 2�\2 100 < B S 300 b. SEE TABLE R301.2 (1) FOR WEATHERING POTENTIAL. GUARDS IN-FILL COMPONENTS 50 I Z_ 1 c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Blocking to Joist(Toe-nailed) 2-8d 2- 10d each end a 3 2 3 I 3 2 T-31 a 3 2 51 CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE IS. TABLE 301.5 d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) Blocking to Sill or Top Plate (Toe-nailed) 3- 16d 4- 16d each block GABLE ROOFS SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Ledger Strip to Beam or Girder(Face-nailed) 3- 16d 4- 16d each joist 10° < 6 S 450 a e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. HIP ROOFS Joist on Ledger to Beam (Toe-nailed) 3-8d 3- 10d each end 100 < (9 S 300 Band Joist to Joist(End-nailed) 3- 16d 4- 16d each end TABLE R301 .2 (1 ) Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d 3- 16d per foot CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA !\ / j c - h Oki ROOF SHEATHING-Wood Structural Panels GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD WIND AIR cop J/ SNOW SPEED TOPO. SPECIAL WIND-BORNE DESIGN FROSTLINE DESIGN UNDER- HAZARD EXPOSURE FREEZING MEAN ANNUAL �r� Rafters or Trusses spaced up to 16"o.c. 8d 10d 6"edge/6"field LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITES TEMP. LAYMENT INDEX TEMP �J` (�_ n ((,� ( Rafters or Trusses spaced over 16"o.c. 8d 10d 4"edge!4"field n INSTALL "SIMPSON 5TRON6 TIE" 30 PSF 130 MPH NO NO NO SUFFOLK SEVERE T-0" MODERATE 15 YES NONE B 1500 OR LESS 52.1 DEG. Gable endwall rake or rake truss w/o gable overhang 8d 10d 6"edge/6"field LSTA TIES * EA. END B TO HEAVY (NY-LAGUARDIA) (REQUIRED) (SUFFOLK CO.) Gable endwall rake or rake truss w/structural outlookers 8d 10d 6"edge/6"fieldOF HEADER TO JACK STUDS HEADER AS NOTED ENERGY NOTES- CLIMATE ZONE 4A Gable endwall rake or rake truss w/lookout blocks 8d 10d 4"edge/4"field CONTROLLING CODE: 2017 NYS ENERGY CODE (2015 IECC, CHAPTER 5 'EXISTING BUILDINGS' W/2016 NYS SUPPLEMENT, REVISED 8/2016) CEILING SHEATHING TTP: .Y CONNECTIONS REQUIRED 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N .S. ENERGY DOOR OR Gypsum Wallboard 5d coolers 7"edge/10"field WINDOW AS AT CRIPPLES 4 KING STUDS CONSERVATION CODE, LATEST EDITION AT THE TIME OF PERMITAPPROVAL(2015 INTERNATIONAL ENERGY CONSERVATION CODE). - NOTED 2. EXTERIOR DOORS AND WINDOWS TO BE U=.35 MAX PER TABLE R402.1.2 WALL SHEATHING 3. GLAZING SHGC TO BE.40 MAX. PER TABLE R402.1.2 JAGK STUDS 4. PER R503.1.1, EXISTING WALL, CEILING, &FLOOR CAVITIES WHERE EXPOSED WILL BE FILLED WITH INSULATION ACROSS THEIR EXISTING DEPTHS. Wood Structural Panels-studs spaced up to 24"o.c. 8d 10d 6"edge/ 12"field 5. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR. 150-200 CFM FLUE TO HAVE TIGHT SCATTED DAMPER-MAX.AIR LEAKAGE 20 CFM. FIREPLACES TO HAVE TIGHT-FITTING 1/2" and 25/32" Fiberboard Panels 8d - 3"edge/6"field GLASS DOORS IN CONFORMANCE WITH UL 127(FACTORY-BUILT)OR UL 907(MASONRY). 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, DESIGN,AND TYPE 1/2" Gypsum Wallboard 5d coolers - 7"edge/ 10"field TVP. PROVIDE TIES NOTED ABOVE OF MECHANICAL SYSTEMS THAT WILL BE USED IN SUFFICIENT DETAIL AS IS REQUIRED BY THE BUILDING DEPARTMENT. FLOOR SHEATHING FOR JACK 4 KING STUDS AT 7. ALL THERMOSTATS SHALL BE PROGRAMMABLE AND ADJUSTABLE BETWEEN 55-85 DEG. F. SOLE PLATE 8. RESIDENTIAL AIR-CONDITIONING SYSTEMS SHALL BE MIN. 14 SEER FOR PACKAGED SYSTEMS, 13 SEER FOR SPLIT Wood Structural Panels- 1"or less 8d 10d 6"edge/ 12"field SYSTEMS. HEAT PUMPS TO BE MIN. 14 SEER. Wood Structural Panels-greater than 1" 10d 16d 6"edge/6"field 9. GAS FURNACES TO BE 80%AFUE MIN; OIL-FIRED FURNACES TO BE 83%AFUE MIN. y 10. HOT WATER BOILERS FOR HEATING SHALL HAVE OUTDOOR SETBACK CONTROL. T I P. DETAIL AT EXTERIOR HEADER5 11. INSULATE ALL PIPES AND DUCTS PER CODE; DUCTWORK IN ATTIC TO BE MIN. R-8, HOT WATER PIPING TO HAVE MIN. R-3. NOTE: SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT 12. WATER SERVICES TEMPERATURE CONTROLS SHALL BE SETAT 140 DEG. F MAX. DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED (DNKT.T6 . 13. ALL SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAXIMUM OF 2.2 G.P.M.AT UNLESS OTHERWISE PROHIBITED. 60 P.S.I. PRESSURE. LAVATORY FAUCETS TO BE 1.5 GPM AND SINK FAUCETS TO BE 2.2 GPM AT 60 PSI. 14. THERMAL TRANSMITTANCES VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN DETACHED SIMPLIFII=D WALL SHEATHING TABLE R402.1.4 OF THE ENERGY CODE. FRAME PRESSURE 4 NAILING ZOITES 15. ALL MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER GARAGE LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. 16. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR THE CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. WOOD GENERAL NOTES DECK 1. ALL CONSTRUCTION IS TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE W/2017 NYS SUPPLEMENT 5 (WFCM 2015) AS NOTED IN THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(TITLE 19) 2. ALL PLUMBING IS TO CONFORM TO COUNTYAND LOCAL HEALTH DEPARTMENT REQUIREMENTS. 5 I 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C.AND UNDERWRITERS'REQUIREMENTS. 6 pc 4. CONTRACTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR DISCREPENCIES. 6 I5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER DRAWINGS. IT IS THE INTENT OF 15 5 I THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS. 6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES IN THE DESIGN. THE ARCHITECT IS NOT RESPONSIBLE APP 0 ED AS NOTED � ,.:..�� 2 STY. FRAME FOR CHANGES MADE WITHOUT NOTIFICATION. AT //�� RATA:' U zM WATER RUNOFF RESIDENCE � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK DURING CONSTRUCTIOIP E: B.P.# ''C� PURSWf_%4'T TO CHAPTER 236 AGAINST BREAKING,COLLAPSE, DISTORTION,AND MISALIGNMENT ACCORDING TO ALL CODES, FEE: ) CF THC I OWN CODE. 15.0' STANDARDS AND GOOD PRACTICE. < c BY:_. 8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTION AS PER N.Y.S.CODE SECTION R313. NOTIFY BUILDING DEP.',�ITMENT AT WALL SHEATH[IN& NAILING SCHEDULE 9. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL MANUFACTURER'S 765-1802 8 AM TO 4 PIV FOR THE REQUIREMENTS. FOLLOWING INSPECTIC"S: ZONE 5 ZONE 6 10. SEE TABLE R402.2 FOR MINIMUM COMPRESSIVE STRENGTH OF CONCRETE. ALL CONCRETE ON 2,000 Ib 1. FOUNDATION - TWO =QUIRED PER SQUARE FOOT SOIL BEARING CAPACITY. VERIFY SOIL BEARING CAPACITY IN FIELD. FOR POURED CONCF,_TE FIELD 4" O.G. 6" O.G. 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND UNDER BATH TUBS. 12. 'TECO'CONNECTIONS REQUIRED ATALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. 2. ROUGH - FRAMING & PLUMBING EDGE 3" O.G. 12" O.G. 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR#2. fb=850 psi, E=1.6m psi 3. INSULATION - 14. ALL HEADERS AND GIRDERS TO BE DOUG-FIR#2. fb=850 psi, E=1.6m psi 4. FINAL - CONSTRUCTIC_'J MUST ALL 1/2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED 15. ALL EXTERIOR DECK FRAMING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA BE COMPLETE FOR C '.). MR/0 -AREAOF W/ 6d COMMON NAILS; PATTERN AS INDICATED ABOVE. STANDARDS. ALL CONSTRUCTION SHALL MEET THE FIRE REPAIR 16. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF PLANS,WITH ONE BUILDING PERMIT.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES REQUIREMENTS OF THE LODES OF NEW BUILT USING THESE PLANS. YORK STATE. NOT R-S'-ONSIBLE FOR 17. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L.APPROVED. DESIGN OR CONSTRUCTION ERRORS. T- MINIMUM ROOF LIVE LOADS 18. ALL HEADERS NOT NOTED ARE TO BE(2)-2x10. 19. BRIDGING TO BE EITHER SOLID 1x8 OR 18 GA. CROSS-BRIDGING, NOT TO EXCEED 8'-0"O.C. N(N (IN POUNDS- FORCE PER SQUARE FOOR OF HORIZONTAL PROJECTION) 20. PROVIDE DAMPPROOFING ATALL EXTERIOR FOUNDATION WALLS. NOTE: ROOF DESIGNED FOR LIVE LOAD INCLUDING GROUND SNOW LOAD OF 20#/SF 21. ALL FLITCH PLATES, L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 22. ALL JOISTS AND RAFTERS ARE TO BE BRIDGED AT 8'-0"O.C. TABLE 301.7 23. INTERIOR BEARING WALLS ARE TO BE BLOCKED AT 4'-0"O.C. 24. STEEL ASTM A-36 PAINTED, BOLTS AS NOTED(A307),WELDS E-370xx, REINFORCEMENT ASTM GR.60. COMPLY WITH AL' -ODES OF HORTONS LANE ALLOWABLE 25. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION,OR ADMINISTRATION NEW YORK `NN CODES STRUCTURAL MEMBER DEFLECTION OF THIS PROJECT. I r,� l r AS REOiJ r _ vD •0ITIONS OF RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 WITH NO FINISHED CEILING ATTACHED TO SMOKE DETECTOR/ALARM CO DETECTION/ALARMS a� `rZBA 51TE PLAN RAFTERS * EACH SLEEPING ROOM * ON LOWEST STORY CONTAINING A SLEEPING _' H/180 * OUTSIDE EACH SLEEPING AREA AREA, NO MORE THAN 15'FROM ANY _ ., r I SEES IN IMMEDIATE VICINITY SLEEPING AREA FLOORS AND BRITTLE CEILINGS (PLASTER, STUCCO) L/360 * ON EACH ADDITIONAL STORY (BUILDING CONSTRUCTED PRIOR TO INCLUDING BASEMENTS/CELLARS JAN. 1,2008) FLEXIBLE CEILINGS (GYPSUM BOARD) L/240 SEE IBC 314 SEE IFC 915 ALL OTHER STRUCTURAL MEMBERS U240 EXTERIOR WALLS-WIND LOADS a WITH PLASTER/STUCCO H/360 EGRESS WINDOW OPENINGS OCCUPANCY OR *5.7 SQ. FT MIN. EXTERIOR WALLS-WIND LOADS a WITH BRITTLE FINISHES U240 *5 SQ. FT @ GRADE FLOOR USE IS UNLAWFUL *MIN.CLEAR HEIGHT 24" EXTERIOR WALLS-WIND LOADS' WITH FLEXIBLE FINISHES L/120 *MIN.CLEAR WIDTH 20" WITHOUT CERTI F i vATt *NOT MORE THAN 44"A.F.F. LINTELS SUPPORTING MASONRY VENEERS U600 OF OCCUPANCY SEE SECT. R310 NOTE: L=SPAN LENGTH, H =SPAIN HEIGHT a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE LIST OF DEAD LOADS COMPONENTAND CLADDING LOADS [TABLE 301.2(2)] FOR THE PURPOSE OF MURPHY R�SIDENGE DATE ", �..`...•_ � 1. EXTERIOR WALLASSEMBLY=2x4 FRAMING+ 1/2" PLYWOOD + 1/2"GYPSUM BOARD DETERMINING DEFLECTION LIMIT'S HEREIN '..'�_ .'"�'.;•-:{�:••'�����-•�•.� �f° '�" + RIGID INSULATION +VINYL SIDING= 13 PSF 2. INTERIOR PARTITION ASSEMBLY=2x4 FRAMING+ 1/2"GYPSUM BOARD EA. SIDE=8 PSF 225 HORTONS LA. 5OUTHOLD, NY INY I���I H INTERIOR FINISH FIRE & SMOKE RATINGS * ALL ROOMS TO HAVE PAINTED GYPSUM BOARD WALLS&CEILINGS: FIRE REPAIR SMOKE DEVELOPED INDEX=0FLAME SPREAD=20 mrM s *' t4' riJ' *BATHROOMS AD J KITCHEN TO HAVE CERAMIC TILE WALLS; NO . LEONARD ARCHITECTURE, P.C. CHANGE TO SMOKE INDEX&FLAME SPREAD LISTED ABOVE P.O. Box 2144 Setauket, NY 11733 ° 631.338.6225 ° WWW.jlarchitectny.com SHEET I OF 6 FILLER BLOCK PORCH/DECK CONNECTIONS CONNECTION DETAILS STRAPPING DETAILS - SILL Ibd STAGGERED PLATE 12" OG 5IMP50N 5TRON6-TIE VERTICAL 5IMP50N STRONG-TIE G520 COIL STRAP G520 COIL STRAP oo OVER EVERY STUD TWO 16d THREE16d (8) 8d NAILS OVER EVERY STUD (1,030 POUNDS) TO FILLER (1,030 POUNDS) BLOCK Ibd 12" OG TO Q 5IMP50N 5TRON6-TIE ° SPACER STUD G520 GOIL STRAP (8) 8d NAILS (8) 8d NAILS 5IMP50N STRONG-TIE 5TA66ERED OVER EVERY STUD ° -ABA46 (4X6" POST) -ABA44 (4X4" POST) (1,030 POUNDS) DOUBLE SILL PLATE -ABA66 (6X6" POST) FILL VOID WITH (8) 8d NAILS SINS RIM J015T R161D INSULATION PRIOR TO SHEATHING - RIM JOIST 5IMP50N H2.5 WALL STUD IOd TOE-NAILED (2) Sd NAILS ° (5) 8dxl-1/2" NAILS TO SOLE WRAP UNDER SILL PLATE (2) 8d NAILS ° TOP PLATE (8) 8dxl-I/2" NAILS WRAP UNDER SILL PLATE SHOE FOUNDATION (8) Sd NAILS 20 P05T BA5E GONNEGTION 8 N.T.S. 6 WALL STUD TO RIM JOIST G>N ALL STUD TO SILL PLATE AT GARAGE WALL 8 CANTILEVERED WALL STUD TO RIM TO TOP PLATE N.T.S T.S N.T.S P. EXT. PARTITION INTERSECTION TYP. EXT. CORNER POST 2"x LEDGER FASTENED TO WALL STRUCTURE ON.T.S N.T.S HOLDDOWN CONNECTIONS SECOND FLOOR WALL FRAMING MIN. (2) JACK STUDS SIMPSON DTT2Z JOIST HANGER FOR ATTACHMENT HOLD-DOWN CONNECTOR, SEE DETAIL 12 FULL HEIGHT BLOCKING PLYWOOD 5UBFLOOR 5IMP50N HOU4-5052.5 CONNECT W/ (8)- 1/4"x2-1/2" CONTINUOUS ALONG HOLDOOWN W/ 5/8" ANCHOR SD5 SGREW5 CONTINUOUS RIM OR BAND J015T LENGTH OF BRAGED BOLT 4 51MP50N 'STS' WALL PANEL FASTENERS PER MANF. REQUIREMENTS (4,565 LB. - - 1/2" THREADED ROD PERPENDICULAR FRAMING CAPACITY INSTALLED PER MANUFAGTURER'5 J015T HANGER 8d AT 6" OG8d AT 16" OG RIM BOARD li INSTRUCTIONS ALONG BRAGED ALONG BRAGED SILL PLATE _ WALL PANEL ANCHOR BOLD EMBEDMENT it 5IMP50N DTT2Z WALL PANEL PER MANUFACTURER'S REQUIREMENTS ° HOLD-DOWN GONNEGTOR, . BRACED WALL PANEL CONNECT W/ (8)- I/4"x2-1/2" OR.GH RAFTER CONNECTION GMU FOUNDATION WALLSDS SGREW5 SjN;T.S. FULL HE16HT BLOCKING FIRST FLOOR 3-16d AT I6 OG CONTINUOUS ALONG WALL FRAMING ALONG BRACED WALL PANEL LENGTH OF BRACED WALL PANEL (DiLTS -DOWN AT FIRST FLOOR FLOOR TO FLOOR CONTINUOUS RIM OR BAND -1015T IO N.T.5 BEAM TO JOIST STRAPPING STRAPPING DETAILS - ROOF 5IMP50N H2.5 BRAGED WALL GONNEOTI ON - PERPEND I GULAR N.TS. �"T (4) 8d NAILS 5IMP50N 5TRON6-TIE 5IMP50N 5TRON6-TIE 'GS20' GOIL STRAP (5) 8dxl-1/2" NAILS 'HGP2' (SINGLE HIP RAFTER) HIP RAFTER PORCH GIRDER (3) 8d NAILS OVER EVERY RAFTER TO RAFTER 'HGP4 (DOUBLE HIP RAFTER) ADDITION FRAMING FULL HE16HT B O (4) 8d NAILS GONTINUOU5 RIM MEMBER DIRECTLY ABOVE AT Ib" Or, ALONG KING (2) 8dxl-I/2" NAILS TO PLATES OR END J015T BRACED WALL PANEL BRACED WALL PANEL 5IMP50N STRONG-TIE POST BASE TOE-NAIL 3-8d RIDGE REQUIRED UPLIFT FORGE AS H2A AT EACH RAFTER 8d AT 6" OG NAILS AT EACH BOARD PER TABLE R802.11 OF THE ALONG BRACED 8d AT b" OG BLOCKING MEMBER 2015 IRG = 237 POUNDS (5) POUNDS) PLATE WALL PANEL ALONG BRACED RAFTER RAFTER (5) 8dxl-I/2" NAILS CONCRETE PIER WALL PANEL 3-16d ATEACH TO RAFTER �NSTALL FFOOTINGOCCURSB OG G MEMBER (2)#4 DOWELS BRACED WALL PANEL - I ( RAFTER TO RAFTER CONNECTION &LN OOF RAFTER TO PLATE TO WALL STUD S�K' P RAFT)=R TO PLATEN.T.S .T.S T.5 S�N DECK 5TRAPPINCS��QOR NTINUOUS RIM ADDITION FRAMING FULL HEIGHT BLOCKING .TS. END J015T MEMBER DIREGTLY ABOVE AT I6" OG ALONG SIMPSON H2.5 A BRACED WALL PANEL BRACED WALL PANEL 5IMP50N STRONG-TIE (5) 8d NAILS 6600 POUNDS) MODEL 'H3G1.81' BRAGED WALL GONNEGTION - PARALLEL SIMPSON L70 '4 N.TS. o 0 ° I P HIP 0 o RAFTER ® RAFTER P5PN516Z o o HIP RAFTER ° ° ° M5TG52 0 RAFTER ° ° 5IMP50N STRONG-TIE INSTALL "SIMPSON STRONG TIE" R106 a °° 'G520' COIL STRAP L5TA TIES ® EA. END OVER EVERY STUD OF HEADER TO JACK STUDS (5) 8d NAILS POS HEADER AS NOTED (8) 8d NAILS DOOR OR TYP: CONNECTIONS REQUIRED S�N.lP RAFTER TO RIDGE ROOF RAFTER TO PLATE/ PLATE TO STUD COMMON RAFTER TO HIP/VALLEY RAFTER WINDOW AS AT CRIPPLES 4 KING STUDS T.S N.T.S NTS NOTED SUPPLY LINES JACK STUDS STRAPPING DETAILS - STUDS TYP. PROVIDE TIES NOTED ABOVE FOR JACK $ KING STUDS AT RP528 SOLE PLATE (8) 8d NAILS SIMPSON STRON-T CUT (4) 8d NAILS 23 TYP. DETAIL AT EXTERIOR HEADERS N I E HEADE N TTS. ° 'G520' GOI L STRAP LENGTH NSI GUT OVER EVERY STUD o END SIMPSON STRONG-TIE WATER OR LENGTH (1,030 POUNDS) ° LENGTH 6518 COIL STRAP N51 VENT PIPE OVER EVERY JAGK HVAG CHASE I N Q a / - EXTERIOR OR WAG CHASE (2) w KIND STUD LOAD BEADING WALL ADJACENTVi H552-5051.5 STUD BAYS CLEAR N51 SIMPSON STRONG-TIE SPAN PROVIDE STRAP FOR EAGH N51 P5PN516Z 6520 COIL STRAP N LOAD BEADING WALLOVER EVERY STUD JACK STUD WHEN MULTIPLE " JAGK STUDS ARE REQUIRED P5PN58Z ° (1,030 POUNDS) Y (8) Sd NAILS END DATE MURPHY RESIDENCE RP_i c Q LENGTH I2 I I 1::, C ,...., _o-`•.;: 28Z ala . � , . ::�< A. RIM JOIS 225HORTON5 LA. 1 f n U SO THOLD• NY I Iall �D EIRE REPAIR .i -. . PLUMBING, ELEGTRIAL HAG PROTECTION GUARDS GABLE STUD WALL TO WALL STUD FIRST FLOOR TO 5EGOND FLOOR WALL STUD S�N AGK STUD AT HEADER OPENING ' N.T.S. N.T.S N.T.S .T.S J . LEONARD ARCHITECTURE, P.C. P.O. Box 2144 Setauket, NY 11733 0 631.338.6225 o www.jlarchitectny.com SHEET 2 pF 6 Table 3.2A Sill Plate to Foundation Connections Resisting Exposure B Table 3.2113 Bottom Plate to Foundation Connections(Anchor Exposures Table MA Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure B Table 3.5A Top and Bottom Plate to Stud Lateral Connections Exposure Shear Loads from Wind* Bolts)Resisting Lateral and Shear Loads from Wind Shear Connection Requirements for Wind Loads (Prescriptive Alternative to Table 3.2) d C (Prescriptive Alternative to Table 3.4) p _ _ _____........_.._.._._._._..___-._________�...____..___.______._____-._-__------_--.-__ (Prescriptive Alternative to Table 3.2} __..... _ . _.__. . . . . _ _ _ . ...._ . (Prescriptive Alternative to Table 3.5) 700-yr.Wind Speed 3-second gust(mohl 110 1 115 1 120 1 130 140 1 150 1 160 1 170 1 180 1 195 700-yr.Wind Speed Building Dimension For Exposures B&C and all Wind Speeds 110 115 120 (130) 140 150 160 170 180 195 700-yr.Wind Speed Anchor Boit Foundation 12z,a 3-second gust h) 110 115 120 130 140 150 160 170 180 195 Perpendicular to Sill Number of Bolts Required in Sill Plate' Maximum Anchor Bolt 3-second gust(mph) Size Supporting plate ft Anchor Boit Diameter(in,) 1,2,3,a Wall Spacing(in.) Rafter/Ceiling Joist Number of 8d Common Nails or lOd Box Nails(Toenailed) Stud 12 2 2 2 3 3 3 4 4 4 5 Spacing in, Height iz34 16 2 3 3 3 4 4 5 5 6 7 31 P g( ) ft Required in Each Rafter and/or Ceiling Joist to Top Plate Connection`' ' Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection 1,2 20 3 3 3 4 55 6 6 7 8 58 24 3 4 4 :; ::'5"`, 5 ":: 6 7 ., ` ,8.. .,......8.-'-, ;�a, 8 2 2 2 2 3 3 3 3 3 3 (in.) 28 4 4 5 5. :. 6 -;" ? 8 9 10 11 12 8 _ 10 2 2 2 2 2 2 2 Z 2 2 2 1 Prescriptive limits are based on assumptions in Table 3.2. 3 3 3 3 3 3 321::;;:=::- 4 '; 5.': ":..6' 7:: s:-: 9 10: . 11.. ,13 : 10 2 2 2 2 2 2 2 2 2 2 Roof&1 Floor O 36 5 5 6 7 8 9 10 11 12 14 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed 16 8 2 2 2 3 3 3 3 3 3 3 2 2 2 40 5 6 6 7 9 10 11 12 14 16 the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.26). For other anchor 10 2 2 2 3 3 3 3 3 3 4 12 2 2 2 2 2 2 2 50 7 7.. 8 9 11 12 14 15 17 20 limitations Section 12 bolt limitati ns see Sect' n 3 2 17 and 3 2 2 3 8 3 3 3 4 5 5 5 5 5 5 14 2 2 2 2 2 2 2 2 2 " 3 9 9;. 11' 13 14 16 18 ZO .. 24: 24 %. 70 ,.;. 9 10 11 .33:: 15 '17 19 21 -. - 24 28 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other 10 3 3 3 4 5 5 5 5 5 6 16 2 2 2 2. 2 2 2 2 2 3 10 11 12 14"-1 17.,: 19 21 z4 27- 32;-., wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment 1 Prescriptive limits are based on assumptions in Table 3.4. 18 2 2 2 2 2 2 2 2 3 3 20 a 5 5 6 7 7 8 9 10 12 factor in Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center. 2 When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed 20 2 2 2 2 2 2 2 3 3 3 24 5 5 6 7 8 9 10 11 12 14 4 h I Lateral connections shall be designed to resist the loads in Table 3.5, 1/2" 2s . . 6- :: .-. 6 7 s 9 10 mm11 13 14 17 g the tabulated number of nails required. ::,:...::; 10 ""12" 13::: ..::15 16 - 3 re a side of a rafter or ceiling J 1st when fastened to a 2x4 To Did splitting,ttin no more than 2 toenails shall be installed in each 36 7 18::: 21 av p i g e 'o' 10 2 2 2 2 2 2 2 2 2 3 Roof&2 Floors top plate or 3 toenails in each side when fastened to a 2x6 top plate. 40 8 9 9 11 13 14 :16 18 20 :.: ", :24 Table 3 2C 4 Where t b d follows: 50 <:;r:;:;;,;;,•,, 10 11 12 13 16 ss z0:-; 23 ,.25; 30 ,. a e Sill or Bottom Plate to Foundation Connections ere op plate-to-ridge heights exceed 10',they shall a adjusted as o ows: 3 3 12 2 2 2 2 2 2 2 2. ,. 3 3 60 iz 13 14 16 19 25 24 27 30 35 Anchor Bolts ResistingUplift Loads from Wind r�r 16 14 2 2 .. 2 2 2 2 2 3 70 13 15 16 19 22 25 28 32 35 41 p 16 2 2 2 2 . :- - 2 2 3 ; 3 -, 3 80 15 17 18 21 25 28 32 36 40 47 (Prescriptive Alternative to Table 3.2) Wali Height 28 7... 8 " 9` 10 12 " 13 15 11 19 22 _ .....__.. ... ...... ....._.--- . .-.__----- -_ ._ ._ _ Top Plate to Ridge 18 2 2 2 2 2 3 3 3 4 4 700-yr.Wind Speed 3-second gust(mph) 110 115 120 130 140 150 160 170 180 195 Height(ft) 32 8 9 .. 10 12 i3 15 17 19 - 2z 25 Ad actor 20 2 2 2 2 2 3 3 3 4 5 36 9 ::. .: 10 - 11: 13 1S : 17 19 22 '% 24 29 10' 1.00 1.00 8 2 2 2 2 2 2 2 3 3 3 „10 11 12 14 17 19 21 2a 27 32 Roof&3 Floors - - •- 40 Sill or Bottom Plate to Foundation Anchor platel,z � 10 2 2 2 2 2 2 3 3 3 4 50 13 14 15 18 21 24 27 30 34 39 Foundation Supporting Maximum Anchor Boit Spacing(in.) 15 1.15 1.25 60 15 17 18 21 25 28 32 36 40 47 Bolt Connection Resisting Size 20' 1 1.40 1.50 12 2,;..., 2 2 2 2 3 3 4 . 4 5 70 18 19 21 25 29 33 37 42 47 55 8'End Zones 24 14 . 2 2 2 2 3 3 4 4 4 5 80 20 22 1 24 28 1 33 1 37 1 42 1 48 54 1 3 5 0 -- 12 2 2 2,-,. 2 2 2 . 3 3 3 4 2x4 3 3 16 2 2 2 3 3 3 4 4 5 6 ,. Interior Zones 2 2 2 2 3 . .'.3 3 4 4 5 NOTE- TYR REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 18 2 2 2 3 3 4 4 5 5 - stories 20 ";:.;:.. ::.:;Z.;:: 2 3,.>....s.::3t,:- 3 .. .: 4 4 5;..... 5 6 Uplift Loads 1-3 stories 72 7Z 66 50 41 35 31 28 26 23 6 24 3 3 3 3 4 4 5 5 6 7 s'End Zones 20 2 2 3 1 3 1 4 1 4 5 5 1 6 7 28 3 3 3 4 4 5 6 6 7 8 1.3 stories 72 72 68 51 42 36 32 29 26 23 Roof&i Floor 32 - --- 3 4 4 4 5 6 6 7 8 9 2x6 ter on 2 limits are based on assumptions in Table 3.5. :,. Interior Zones Prescriptive ' 36 4 4' 4 S r 6 6 7.. s Tabulated framing q P P Y g g, '. :.'10 1-3 stories 7z 7z 7z 60 49 42 37 34 31 27 g loads and connection requirements shall be permitted to be multiplied b 0.92 for framing not located 404 >: 4 5 : ,...s..,: 6 7 s 9 10, 11 within 8 feet of corners. 50 , . 5 5 ......:. ....a 9 10 11 iz 14 " 60 6 6 7 8 9 10 11 13 14 17 70 7 7 8 9 10 12 13 15 17 20 NOTE- TYR REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 80 7 8 9 SO 12 13 15 17 19 22 NOTE- TYR REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 20 3 3 4 4 5 5 6 . 7 7 9 24 4., 4 4 5 6 6 7 8 9 10 28_<,-;>:.. :.; 4 4 5 6 6 ? ``. .:..8: : .:-9,'',.: >;;.,10.. 12:.;: 32 5 5 5 6 7 8 9 10 12 14 Roof&2 Floors 36 5 6 6 7 8 9 10 12 13 15 40 6 6 7 8 9 10 12 13 14 17 50 7 8 8 10 11 13 14 16 18 21 60 8 ... 9 . 10 11,.'. 13 iS 17,. 19 21 25 70- 10,,. 10 . ':.11<;: 13 15 ..-37,; 2022 25 29 80 11 12 13 15 - 171 --20 23 25 28 33 28 5 6 6 7 8 10 11 12 14 16 32 6 7 7 8 10 11 12 14 15 18 36 7 7 8 9 it 12 14 15 17 20 Roof&3 Floors 40 7 8 9 10 12 13 15 17 19 22 '13, 15 ": 17..» 19 :21;,. '"24,;, :.., 28 60 11 12 .13 .1S".- -,'17 ; 20.,.. 23 25 28. ;33' ::70 13_ 14 .;15 17.::. r:..20 23 26.:. ,30.. 33 39 8o 14 16 17 20 23 26 - 36 :34 : ,38 1 44 • Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE Table 3.6 Ridge Connection Requirements for Wind Exposure B Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Table 3.10 Roof Sheathing Attachment Requirements for Wind EXnosure (Dead Load Assumptions: Roof Assembly DL=10 psf) (Prescriptive Alternative to Table 3.9) Loads 700-yr.Wind Speed 110 115 120 130 140 150 160 170180 195 Roof Live Load Ground Snow Load 700-yr.Wind Speed 3-second gust(mph) 110 115 120 130 140 150 160 170 180 195 3-second gust(mph) 20 psf 30 psf 50 psf 70 psf Roof Span 1234 Roof Span(ft) STRUCTURAL SHEATHING Roof Pitch Required Capacity of Ridge Connection(pif)''' (ft) 1 12 1 24 1 36 1 12 1 24 1 36 1 12 1 24 1 36 1 12 1 24 1 36 E F E I F E I F E F I E I F I E I F I E I F E I F E I F E F 4 2 4 327 397 10 136 169 20S 2 3 8 Rafter Truss 12 77 91 5 Rafter/ Truss 16 103 121 141 182 226 ;274 11 1111325 379 436 529 Rafter ire Number o Common or ox Nails r Heel Joint Connection ''' Sheathing ocahon Framing Rafter/Truss Maximum NailSpacing or 8d Common Nails or lOd Box Nail (inches, ) 20 128 152 176 227 : .-:'Z8Z 342 406.,:::. 73 .' 545 „661 12 3 5 8 6 9 5 9 6 17 Specific Spacing(in.), Slope Spacing(in.) Required s pe L t ' f Nails in es o c. 2 3:12 24 154 ". . 182. - 211 272 333 - 410 487 568 654 793Gravity,G 16 4 7 1 3:12 28;;;';: '::;;';180.;.;-.;, 212 246 '318 `' ` `'.'395 479::;. 568 663 763. 9256 12 6 12 6 12 i2 6 12 6 12 6 12 6 12 6 12 6 12 4 12 1 19.2 4 8 12 5 10 14 7 14 21 9 18 27 32 206 243 281 363 452 547 649 758 873 1057 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 36 231 273 316 409 508 616 730 852 982 1190 24 5 10 15 6 12 18 9 17 26 12 23 34 0.49 1 .2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 12 65 77 88 113 139 168 199 231 266 321 12 3 4 6 3 5 7 4 7 10 5 9 13 Interior Zone 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 87 102 118 150 186 224 265 308 354 428 4:12 16 3 5 8 3 6 9 5 9 13 6 12 17 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 16 6 12 6 12 6 12 6 12, 6 12 1 12, 6 12 6 12 6 12 6 12 0 42 20:-- 109; 128 . 147 188 ` '232` 280 - 331`' 385 443 . :<`;'S36 19.2 3 6 9 4 7 11 6 11 16 7 14 21 4:12 24 131 153 176 226 279 336' 397, 463 532' 643,;,-: 124 6 12 6 12 6 12 6 22 6 12 6 12 6 12 6 12 6 6 6 6 24 4 8 11 5 9 13 7 13 19 9 17 26 28 153; 179 206 263 ~";325 392 ; ;; ;464 540 620, 750 12 1 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 5:12 i6 3 4 6 3 5 7 4 7 11 5 9 14 32 174 204 235 301 372 448 530 617 709 857 O O O 0.49 16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 36 196 230 264 338 418 504 596 694 797 964 19.2 3 5 7 3 6 9 5 9 13 6 11 17 1 . 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 24 3 6 9 4 7 11 6 11 16 7 14 21 24 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 12 51 60 64 88 109 132 156 182 209 253 Perimeter Edge Zone 16 68 80 92 118 146 176 208 242 279 337 12 3 3 4 3 3 4 3 4 6 3 5 8 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 :...,.. . . 115 147: 2 ' 220. . "260` 303,'' 348 421 ,;,, 16 3 3 5 3 4 5 3 5 8 4 7 10 6 6 6 4 4 4 4 20 85 100 :: 18 7:12 92 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 3 3 5:12 24 102 ;.' 119 138 177-- 219 264 312:: 364: , 418 506 :,: 19.2 3 4 5 3 4 6 3 6 9 4 8 12 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 :..:.119 ::`' 139 161 ., ., 206.:< :. ..255 ;.308; 364 :. 424 -; 488 590,;:;'; 24 3 5 7 3 5 8 4 8 11 5 10 15 n a 6 6 6 6 4 4 Gable E dwall Rake or 0.49 - 6 6 6 6 32 136 159 184 236 292 352 416 485 557 674 12 3 3 3 3 3 3 3 3 5 3 4 6 Rake Truss with up to 1' 36 153 179 207 265 328 396 468 545 627 758 16 3 3 4 3 3 4 3 4 6 3 5 8 12 48 55 63 81 99 119 141 164 188 227 9'12 Rake Overhang 0.42 - 6 6 6 6 6 4 4 4 3 [:::3 : 19.2 3 3 4 3 4 5 3 5 7 3 6 9 16 63 74 85 108 133 159 188 218 250 302 20 .. 7�. ..,. . 92 106 135 166 «--'199 '.235. 273...,. ." 313 ,378 '.,. BOARD SHEATHING 6:12 24 95` 111 127 1 2 199 239 . 2$2 327 376 453 12 12 Sheathing Size Minimum Number of 8d Common Nails Per Support O 12 16 3 3 3 3 3 3 3 3 5 3 4 6 Rafter/Truss __T 28 `11 129:" 148 1$8 :;`:232 279..; ;"329 382 .. 438 1::;529 Spacing in. 19 2 3 3 3 3 3 4 3 4 6 3 5 7 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 2 2 2 2 2 32 127 148 169 215 265 319 376 436 501 605 24 3 3 4 3 3 5 3 5 7 3 6 9 36 143 166 190 242 298 358 423 491 564 680 1x10 or larger Sheathing 12-19.2 3 3 3 3 3 3 3 3 3 3 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to 12 49 55 62 76 94 112 132 153 175 211 resist the applied loads. 16 65 73 82 102 125 149 176 204 233 281 2 intermediate r vertical s o i e tabulated he int F ails spacing at panel edges('n. „, , ., .... wall,the el joint Nail spacing at intermediate supports in the panel field(in.) When inte diate support of the after is provided by vert'c 1 truts or purlins t a l0adbear'ng 91 351 connection requirements shall be permitted to be reduced proportionally to the reduction in span. .127 156 220 25A 220 7:12-12:22 24 98 110 ".;123 153 187 224,` 263 305 350 421 3 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter edge Equivalent connections are required for ceiling joist to ceilingjoist lap splices. 28 ,. 114 129` ,144 ' 178'', "218 <, :.;.'261 307"'' 3S6 408 491.>:F zone attachment requirements shall be used. t 32 130 147 164 204 250 299 351 407 466 562 4 Tabulated heel joint connection requirements do no include the additional weight of the ceiling assembly. 2 For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional joists(3 joists total). 36 147 165 185 229 281 336 395 458 525 632 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf). connection requirements shall be increased by the following factors: NOTE- TYR REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE; Ceiling Height/Top SEE NAILING SCHEDULE ON COVER SHEET 1 FOR MORE SPECIFIC 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply ?r,., Plate-to-Roof Ridge Heel Joint Connection INFORMATION FOR 130 MPH WIND ZONE the tabulated values by the appropriate multiplier below: Adjustment Factors -' Height(Hc/Ha) Ridge Connection Spacing(in.) 1 12 1 16 1 19.2 1 24 48 iHn Multiplier 1.00 1.33 1.60 2.00 4.00 H -m ;% =ry=µ` -- ►-T T 1/2 2.00 c 1/3 1.50 4 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang length and the jack span. 1/4 1.33 1/5 1.25 1/6 1.20 NOTE- TYR REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 1/10 1.11 Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of DA TE the top plate-to-roof ridge height,HR,or when He is greater than 2 feet and may require additional consideration. MURPHY RESIDENCE 12/11AC1 �•.� 4�Ivy . 225 NORTON ° � '' t n A SOUTHOLD, NY 11a�I 3. FIRE REPAIR W, fid. J . LEONARD ARCHITECTURE P.C. P.O. Box 2144 Setauket, NY 11733 0 631.338.6225 o www.jlarchitectny.com SHEET 5 OF 6 AREA OF STRUCTURAL FIRE REPAIR:—\ -REPLACE ROOFED OVER PORCH, SEE PORCH PLAN, SHEET 5 cm ME ON ON ME ME ME ME ME ME ME mm NO MW ME Mw AM ME ME ME MlI ME AM ME ME ME ME MW ME On ME ME AM AM AM ME ME NM ME ON ME ON ME ME ME ME mill 36'-8" 1 A 1 1 1 1 ROOF EXTERIOR WD. PORGH BELOW � 1 6'-8" 15'-I" 14'-11MW ME um Ml " rA O - � BEDROOM #2� 1 1 N N 0 ® FAMILY ROOM 4'-l0 1/2" 51-5 1/211 - . ..... .... � � sD N 1 N01 ON 4'-51/2" N N q —71-211d) N ' j ® C1 1111M Mir mmMEON "mmm Off off ME off MEm z 10'-4 I/2" © (Be Ljv p 14'-3" 18'-0" DEN _ 10 � SD - N LIVING ROOM SD Q BEDROOM #4 m 0 N O p m N N BATH N - - #3 14'-6" - o BEDROOM #3 O10'-6 1/2" REQUIRED FIREBLOGKIN6 LOCATIONS BATHROOM #1 I. CONGEALED STUD WALL SPAGES A5 FOLLOWS: -VERTICALLY AT CEILING AND FLOOR LEVELS ® -HORIZONTALLY AT INTERVALS NOT MORE THAN 10 FEET i 2. JUNCTIONS OF ALL CONCEALED HORIZONTAL $ VERTICAL SPACES O = (SOFFITS, DROP GEILINGS, $ GOVE GEILINGS) N APT. APT. 3. CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP 8 BOTTOM OF STAIR RUN. O 3,-0„ - BEDROOM BEDROOM N m #1 _ #2 _ 4. OPEN I N65 AROUND VENTS, PIPES, DUCTS, GABLES 4 W I RES AT GE I L I N6 _ DINING ROOM (Z AND FLOOR LEVEL. MATERIAL USED TO FILL SPACE MUST BE APPROVED UP O ly FOR FIREBLOGKIN6 INSTALLATIONS. 0 *NOTE: FIREBLO6KIN6 TO BE 2-INCH NOMINAL LUMBER APT. T "DRAFTSTOPPIN6 NOT REQUIRED FOR SOLID FLOOR FRAMING PER R302.12 17'-I I" �y SD SD BATH O N P ROOF BELOW � SD GO BEDROOM #I ( BATH m N KITCHEN #2 I SCOPE OF WORK IN ACCORDANCE WITH APPENDIX 'JNYS RESIDENTIAL CODE 18'-31/2 - I. WORK INVOLVES CORRECTION OF FIRE DAMAGE INCLUDING REPLACEMENT OF FRAMING " .4 1 cV AT ROOFED OVER PORCH AND IS THEREBY CLASSIFIED AS A "RENOVATION" AS DEFINED IN SECTION AJ401. INTERIOR FINISHES IN FIRST FLOOR 'FAMILY ROOM' AND 'DEN' AND 0 �' APT. APT. SECOND FLOOR 'BEDROOM #2' TO BE REMOVED AND REPLACED. 0 0 m LIVING ROOM - KITGHEN m ,- 2. STRUCTURAL WORK COMPLIES WITH THE REQUIREMENTS OF SECTION AJ501.4 FOR O 100 BUILDING LOADS AND NEW STRUCTURAL MEMBERS. STRUCTURAL DE516N AND LOAD T-7 2" SUPPORT COMPLIES WITH NYS RESIDENTIAL CODE REQUIREMENTS FOR NEW WORK. /L ON ON F7 F = 3. PER SECTION R314 INTERCONNECTED, HARD-WIRED SMOKE DETECTORS SHALL BE O� PROVIDED IN LOCATIONS NOTED ON COVER SHEET. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON FIRST AND SECOND FLOORS, AND SHALL BE INTERCONNECTED AND HARD-WIRED PER SECTION R315. -- --- -- - - -- - - - - - - -- -- - --- -- -- ----- 4. EXISTING WINDOWS ARE TO BE REPLACED WHERE INDICATED ON PLAN; NEW WINDOWS SHOWN COMPLY WITH THE E6RE55 REQUIREMENTS OF SECTION R310. 34'-0 I/2" 5. 100-AMP ELECTRICAL SERVICE SHALL BE MAINTAINED IN ACCORDANCE WITH SECTION 26-2 I/2" 10'-5 I/2"10 AJ501.5.2. ALL OTHER ELEGTRICAL WORK SHALL COMPLY WITH SECTION AJ501.5. LOCATIONS OF NEW ELECTRICAL DEVICES SHALL BE PER AJ501.3. AN UNDERWRITERS' CERTIFIGATE SHALL BE OBTAINED FOR THE ENTIRE STRUCTURE AS PART OF THE WORK. "THE PROPOSED WORK IS BELOW THE LEVEL OF SUBSTANTIAL REPAIR. P I RSA" FLOOR PLAN SECOND FLOOR FLAN MI @I (D DATE MURPHY RESIDENCE 12/II/Ig " ;. 225 HORTONS LA. �` SOUTHOLD. NY I I g71 47 n � ® if Pvl � ` •k ... FIRE REPAIR r J . LEONARD ARCHITECTURE, P.C. P.O. Box 2144 Setauket, NY 11733 0 631.338.6225 o www.jlarchitectny.com � � 6 ADDITION ANCHOR BOLT SIZE 4 5PAGIN6 PER WFGM 2015: I. 2X6 PLATE AROUND PORCH PERIMETER - 5/8" DIA. ANCHOR BOLTS MIN. 33" O.G. 2. BOLTS TO HAVE 3x3 PLATE WASHERS 3. BOLTS TO EXTEND 7" MIN. INTO POURED CONCRETE 4. CORNER BOLTS TO BE (b"-12" FROM END OF PLATES 26'-0" PORCH POST ABOVE, TYP. (7) (2)-2x8 HEADER (2)-2x8 HEADER (2)-2x8 HEADER GUARDRAIL EXISTING WALL FRAMING © 36 A.F.F. Q- i EXISTING 8" GH U � +� IL BLOCK FOUNDATION w 0 wI ` ti,� INSTALL 1/2" COX PLYWOOD, 2x6 LEDGER BD. - D \'�, U- ,z �Q w ICE WATER SHIELD OVER FASTENED TO RIM -� Q �.� x (� ENTIRE PORCH W/ ASPHALT JOIST WLAG Lu �/ 1/2" LAN `o = I N ® - +-1ROOF SHINGLES 5GREW5 ® 16" O.G., O (Z ( x6 (2)-2x �i O 2x6 RAFTERS - 1RD - - - - - - - 6 - RAFTER TIE EA. ® 16 O.G. GIRDER STAGGERED GIRDER N �� RAFTER PER 2x6 LEDGER BD. � 2x6 ROOF 2x6 ROOF -: DETAIL I5, SHEET 2 2x6 DECK i FASTENED TO RIM RAFTERS RAFTERS i JOISTS r- JOIST W/ 1/2" LAG I ® 16" O.G. @ I6" O.G. O 16" O.G. SGREW5 ® 16" O.G., O / STAGGERED -, I 2x8 LEDGER i HEADER, SEE PLAN 2x6 DECK 7 I I- N J015T5 I I I I w ® 16 o.G. I I I I , Q EXISTING EX,STING 2x6 LEDGWD. DEG 11 ER BD. HOUSE 4'-9 I/2" Q,I I I I I HOUSE w FASTENED TO RIM I I I G JOIST W/ 1/2" LAG I I I I - w i `p Q cv 5TA66ERED4'-9 1/2" I I O Lu z: ( `I c i SOLID WD. PORGH POST EXISTING WALL TO MATCH EXISTING FRAMING UP 2x8 LEDGER, 5-5 1/2" / SEE PLAN 2x6 JOISTS ® 16' 0.6. 6" O.G. PORCH FOUNDATION PLAN PORCH FLOOR PLAN EXI5TIN6 GMU WALL cl GONG. FOOTING TO REMAIN P/�ORCH SEGTION MURPHY RE51 DENGE DATE 12/1 I/Icl 225 HORTON5 LA, 5OUTHOLD. NY 11 a-11 FIRE REPAIR , ., �, r� Sit;'� , _• �, J . LEONARD ARCHITECTURE, P.C. P.O. Box 2144 Setauket, NY 11733 0 631.338.6225 a www.jlarchitectny.com SHS 5F 6 NOTES: I. WINDOWS NOTED 'A'/'B'/'G' TO BE REPLACED DUE TO FIRE DAMAGENOTES: I. WINDOWS NOTED 'A'/'B'/'C' TO BE REPLACED DUE TO FIRE DAMAGE 2. INSTALL 1/2" R-3 FOAM BOARD BENEATH ALL NEW VINYL SIDING 2. INSTALL 1/2" R-3 FOAM BOARD BENEATH ALL NEW VINYL SIDING rm - in AREA OF STRUCTURAL FIRE REPAIR: ® AREA OF STRUCTURAL FIRE REPAIR: -REPLACE ROOFED OVER PORCH, -REPLACE ROOFED OVER PORCH, SEE PORCH PLAN, SHEET 5 SEE PORCH PLAN, SHEET 5 Lu I IN 1 1 1 1 1 � 1 /A\ 1 1 � 1 0 1 1 1 1 (D 0hOfi�THEfi�ST ELEVATION SOUTHEAtST ELEYA�TION /4 l 1NOTES: I. WINDOWS NOTED 'A'/'B'/'G' TO BE REPLACED DUE TO FIRE DAMAGE 2. INSTALL 1/2" R-3 FOAM BOARD BENEATH ALL NEW VINYL SIDING AREA OF STRUCTURAL FIRE REPAIR: -REPLACE ROOFED OVER PORCH, SEE PORCH PLAN, SHEET 5 1 Li li Ll 1 -- 1 1 1 - - 1 1 1 1 1 1 1 SOUTHWE5T ELEVATION NORTHWEST ELE\/ATION NOTE: SEE ENERGY CALCULATIONS ON COVER SHEET FOR COMPLETE U-VALUE REQUIREMENTS DOOR SGHEDULE NOTES WINDOW SGHEDULE MURPHY RESIDENCE DANE12/1 I/lcl I TEM MANUFACTURER TYPE SIZE ITEM TYPE R.O. SIZE MANUFACTURER UNIT E6RE55 I - U STEEL INSULATED '- '- 51YLE PER OWNER _ _ _ 225 I-IORTONS LA, THERMA TR 3 O x 6 8 L A DOUBLE HUNG 2' 6 I/8" WIDE x 5' O 7/8" TALL ANDERSEN WDH24410 NO 50THOLD, NY 11cf-11 B DOUBLE-HUNG 3'-0 1/8" WIDE x 6-0 7/8" TALL ANDERSEN NDH210510 YES G DOUBLE-HUNG 3'-6 1/8" WIDE x 6'-O 7/8" TALL ANDERSEN WDH34510 YES FIRE REPAIR '= ' NOTES: I. EGRESSREQUIREMENTS: PER AJ102.4.3, REPLACEMENT WINDOWS SHOWN ARE LARGEST MANUFACTURER'S SIZE THAT WILL FIT WITHIN yc,`•. � � �` ''r "'.='"��-� 2. REPLACEMENT IW NDOWS ARE NOT PART OF A CHANGE IN OCCUPANCY. J . LEONARD ARCHITECTURE, P.C. ; 3. REPLACEMENT WINDOWS ARE OF THE SAME OPERATING STYLE AS THE EXISTING, AND PROVIDE AN EQUAL OR GREATER WINDOW OPENING. P.O. Box 2144 Setauket,NY 11733 a 631.338.6225 ° www.jlarchitectny.com SHEET 6 OF 6