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HomeMy WebLinkAbout50814-Z aMr � , TOWN OF SOUTHOLD 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 #: 50814 Date: 6/12/2024 Permission is hereby granted to: Gagnon, Sebastien 265 State-St Apt 1202 Brooklyn, NY 11201 To: Demolish an existing deck and construct additions and alterations to an existing single-family dwelling to include a new deck as applied for per SCHD and ZBA approvals. At premises located at: 1115 Arrowhead Ln, Peconic S 9mmmCTM # 47388_........ . ........... .......... -.... Sec/Block/Lot# 98.-3-7.1 Pursuant to application dated 4/26/2024 and approved by the Building Inspector. To expire on 12/12/202.5. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,567.00 CO-ADDITION TO DWELLING $100.00 Total: ......—- -�$1,667.00 J"�__._....... .. ...... _.__. Building Inspector TOWN OF SOUTFIOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY H 971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 htl K//,,vw'w.soLilhol(llownn g'ov' Date Received APP I TI �� 1111' BUILDING E III ,. is U �e L ! u For Office Use Only y Q 4 PERMIT NO. - Building Inspector: Jom .: 02 11 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. a Date: OWNER(S)OF PROPERTY: Name:Sebastien Gagnon & Cheryl Han SCTM#1000-98-3-7.1 Project Address:1115 Arrowhead Lane, Peconic, New York Phone#:917-455--0390 Email:Sebastien.r.gagnon@gmail.com Mailing Address: CONTACT PERSON: Name:Mark Sichling Mailing Address:PO Box 223 Aquebogue, NY 11931 Phone#:631.276.4538 Email:mark@kaconstruction partners.corn DESIGN PROFESSIONAL INFORMATION: Name:Marshall Paetzel Landscape Architects Mailing Address:5175 Middle Road, Mattituck, NY 11952 Ph n #.631. 209.2410 Email. studio@mplastudlo.com CONTRACTOR INFORMATION: Name:King Arthur Construction Partners, LLC Mailing Address:PO Box 223 Aquebogue, NY 11931 Phone#:631.276.4538 Email:m,arkokaconstructionpartners.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: lol Other Addition to existing deck $50K Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes no No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ANo IF YES, PROVIDE A COPY. ❑ C"heck Box After Readi Ulg: 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 210.45 of the New York State Penal Law. Application Submitted By(print name):Mark Sichling ■❑Authorized Agent ❑Owner Signature of Applicant: Date: August 28, 2023 STATE OF NEW YORK) COUNTY OF 'I,L. r S i chijon being duly sworn,deposes and says that(s)he is the applicant (Name of individual signi ntract)above named, (S)he is the (Contract Agent orporate 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 //__th_ I^— (o day of ,20 aou k)waA otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK 2l' Gllll1011 IYER AUTHORIMrIONNO,01 D 63 900 (Where the applicant is not the owner) LIALiFIED IN SUFr—OLD CI UN CO S ION P PJRES UN 30, Sebastien Gagnon residing at 1115 Arrowhead Lane, Peconic, NY I, do hereby authorize Mark Sichling to apply on my behalf to the Town of Southold Building Department for approval as described herein. August 28, 2023 Owner's Signature Date Sebastien Gagnon Print Owner's Name 2 BOARD MEMBERS SO S • Southold Town Hall "� Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora OI`Iice Location: Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Young Nicholas Planamento s Avenue) COUN , Southold,NY 11971 .:. RECEIVED a� http://southoIdtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD . uh! Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2024 ZBA FILE: #7892 NAME OF APPLICANT: Sebastien Gagnon and Cheryl Han PROPERTY LOCATION. 1115 Arrowhead Lane, Peconic,NY SCTM: 1000-98-3-7.1 _SEQRA D1-TI RN1 NA"1ION: The Zoning Board of Appeals has visited the property under consideration in this application and determine% that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK CJUNTY ADM:INIS'I'RATIVE CC ICE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated January 25, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRI' DETERMINATION.- The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under-Chapter 268. PROPERTY FACTa/maCRIPTIQN.• The subject, 46,389.69 square feet, 1.06 acre, rectangular shaped, conforming lot in the R40 Zoning District measures 256.88 feet along Arrowhead Lane, then runs east 148.57 feet along a residentially developed lot to the north,then runs south 290.00 feet along a residentially developed lot to the east, then returns west 169.56 feet back to the roadway along a residentially developed lot to the south. The subject parcel is improved with a one-and-a-half-story wood frame residence with an attached rear deck, masonry patio, and gravel driveway as shown on the survey prepared by Ward Brooks, Licensed Professional Surveyor, and dated July 9, 2020. BASIS OF AP PLICAT•ION,: Request for Variances from Article IV, Section 280-18; Article XXXVI, Section 280- 207; and the Building Inspector's November 15, 2023,Amended December 7,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at; 1) located less than the code required minimum rear yard setback of 50 feet; 2) gross floor area exceeding'permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 1115 Arrowhead Lane, Peconic, NY. SCTM No. 1000-98-3-7.1. RELIEF REQUESTED: The applicant requests the following two variances for alterations and additions to a single- family residence: 1. The proposed Gross Floor Area (GFA) of 5,756 square feet exceeds the permitted allowable GFA of 5,419.58 square feet(as calculated, lots up to 80,000 square feet of lot area: 5,100 square feet.GFA plus 5% of the lot area in excess of 40,000 square feet up to a total of 7,100 square feet GFA maximum) by 336.52 square feet to Page 2, April 18,2024 #7892, Gagnon SCTM No. 1000-98-3-7.1 accommodate additional habitable space and enlarged bedrooms as the result of a roof modification creating areas within an existing footprint. 2. 'rhe proposed rear deck addition measuring 7 feet by 8 feet (41 square feet in area), with a 44.9 feet rear yard setback, requires a minimum rear yard setback ()f50 feet. An additional expansion of the main deck encroaches upon the rear yard setback to a lesser degree and is proposed at 47.7 feet as part of the additions and alterations proposed. AQDfflj,(N,ALJNF0RMA'rl0N: The applicant provided a Site Plan, labeled SP,prepared by Jonathan Karl Paetzel, Registered Landscape Architect, last revised April 2,2024. The applicant provided architectural drawings labeled page 1-10, prepared by Jeffrey T. Butler, Professional Engineer and dated January 2, 2024, These plans include present and proposed conditions, including elevation, fOLIndation, first and second floor plans, roof plan, construction and project detail notes,and 'pyramid' outline. Prior Zoning Board of Appeals relief was granted, January 10, 2002 under file #5042, offering alternative relief, Permitting the original construction ofthe subject residence with a reduced front setback of 45.4 feet where the Code requires a minimum front yard setback of 50 feet. According to the survey provided in this application,the residence is constructed with a front yard setback of 46,32 feet. Improvements on the site are covered by the following Certificates Of Occupancy: family residence. 4Z-29741 dated September 30, 2003 covering the construction of a single-fami #Z-32503 dated August 6, 2007 covering a second-floor addition to an existing residence. #Z-42294 dated August 26, 2021 covering additions and alterations to an existingIl-bedroom single-family residence. Presently the applicant has an open building permit, #49723, dated September 19, 2023 for the installation of an inground swimming pool. The applicant stated they will install a new sanitary system for the expanded house and provided a SUfl'0lk County Department of Health Services (SCDFIS) penvit, 9-R-22-2078, for the installation of an Innovative and Alternative Onsite Wastewater Treatment System ([/A OWTS'), The application for the new sanitary system was submitted to the SCDHS on October 24,2022, based upon architectural plans commenced prior to the adoption of the new Town legislation limiting GFA on October 18, 2022. The applicant provided copy of a deed, dated December 17, 2020, filed with the Suffolk County Clerk, supporting ownership. During the public hearing,the applicant's agent cited four recent Zoning Board of Appeals decisions granting similar relief requested,,relative to GFA, in support of their application. The files include,Nos, 7809, 7813, 7830, and 7877. Letters of support were received by the Zoning Board of Appeals prior to the public hearing. No member of the public or an immediate neighbor spoke in favor of or against this application. FF -REASONS,r �NKQ ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4, 2024 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and SUrrounding, neighborhood,and other evidence, the Zoning Board Finds the following facts to be true and relevant and makes the following findings: 1. Town _L,a-,v_§267-_b(3AbI U1 . Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Arrowhead Cove subdivision, where the subject property Page 3, April 18,2024 47892, Gagnon SCTM No. 1000-98-3-7.1 is located, was developed in the late 20" Century and consists of a variety of housing styles of varying age, style and size predominately on similar size lots, all sharing a bayfront beach. Most homes are two-story and several have been renovated in recent years to reflect current needs and taste. The addition of excessive GFA, 336.52 square feet as proposed and to be contained within a roof expansion on the rear side of the second floor will not be discernable to passersby or those using the private roadway. Moreover, the property is well landscaped and the neighboring homes behind the subject property will not be impacted by the relief sought. Regarding the expansion of the deck by 41 square feet, with a rear yard setback of'44.9 feet where 50 feet is required,, those living in neighboring homes or using the roadway, will not be able to discern the relief sought for tile same reasons. The proposed expansion of the deck is to accommodate as small sitting area integrated into the stair system between the living room sliding doors, a parapet deck walkway, and the rear lawn area. 2. The benefit Sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Almost any expansion of the existing house, in either the front or rear yards, will require some form of variance relief as evidenced by the Zoning Board of Appeals decision, #5042, which allowed the initial construction of the residence with a reduced front yard setback; moreover, tile rear yard setback is just slightly over the minimum requirement of 50 feet and any expansion of the deck will not conform to the current code. 3. "Town 1,aw §267-§jjjCbjU3 . The variances granted herein are mathematically substantial, representing 6.2% relief from the Code relative to excessive GFA arid 10.2%relief from the Code relative to as reduced rear yard setback, However, the excessive GFA of 336.52 square feet is contained within a second-floor roof expansion without additional footprint expansion or ground disturbance and will not be discernable from the roadway or adjacent properties. Likewise, the expansion of the rear deck with reduced rear yard setback of 44.9 feet, where 50 feet is required, is virtually undiscemible due to Mature landscaping and natural screening, and siting at the rear of tile residence out of sight from the roadway. 4. Town 1,aw §262-b(S b 41. No evidence has been submitted to suggest that a variance in this residential C0111111LInity will have an adverse impact on the physical or environmental conditions in the neighborhood. T1 e applicant must comply with Chapter 236 of the'rown's Storm Water Management Code and install a Suffolk County Department of health Services approved innovative and Alternative Onsite Wastewater Treatment System (I/A OWTS). 5, Town Law §267-b(3)jb)( The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code In effect prior to or at the time of purchase. 6. jLown Law C267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the L applicant to enjoy the benefit of a GFA of5,756 square feet for additions and alteratioris to an existing single-family residence and a rear yard setback of'44.9 feet for the expansion of a deck sitting area of 7 feet by 8 feet, 41 sqUarc, feet, (maintaining a setback of 47.7 feet for remainder of the expanded deck) while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. K­,,$ n 11 balancing test under New gzj,VFIQN OF.,THE BOARD: In considering all of the above factors and applyi g t e balanci York Town Law 26�_-Bmo't­ion was offered by Member Planamento,seconded by Member Dantes,and duly carried, to GRANT the. variances as applied For, and shown on the Site Plan, labeled SP, prepared by Jonathan Karl Paetzel, Registered Landscape Architect, last revised April 2,2024 and Architectural Drawings labeled,sheet�s I-10, prepared by Jeffrey T. Butler, Professional Engineer and dated January 2, 2024. Page 4, April 18,2024 #7892, Gagnon SCTM No. 1000-98-3-7.1 SUBJECT TO THE FOLLOWING CONDITIOI" & 1. The applicant shall install a Suffolk County Department of Health Services approved Innovative and Alternative Onsite Wastewater Treatment System(I/A OWTS). This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS; ON THE ,PPRO 'A ' S GRANTED HF11I XG Please Read Caret"ull Away deviationfrom the survey, site plan andlor architectural drawings cited in this decision, or work exceeding lite scope of the relief,granted herein, will result in delays andlor a possible denial by the Building Department of a building permit andlor the issuance of a Stop, Work Order, and►nary require a new application and public hearing before the Zoning Board of Appeals. APxy deviation from the variance(y)granted herein as shown on the architectural drawings,site plan andr'or surv4 y cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope off'the relief granted herein, are not authorized under this application when involving nonconforrnides under the zontttg code. Thts action does not authorize or condone any current or future use, setback or other feature of the subject.property that may violate the Zoning Code, other than such uses,setbacks and otherf atures as are evpressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE 97.EQUIRE D TIME FRANK,DESCRIBED H.ER.EI.N.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vole.of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, and Lehnert. 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"a< g `_ 2' � STIXAI°RNNAGE 5r5n31 LOT i O �a m o € o K� a� na `omunm wo�wra .� 5 _ LOT OS a ssnr� ems.ax.rwamN�•mo• I � � ms,.a - � ., PACE, .vex t K PROPOSED SITE PLAN - r of 3 LL ..� S SCDHSSET New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 810850219 ROBERT P BRADY AGENCY INC 487 NEW YORK AVE iffin S. , PO BOX 585 HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KING ARTHUR CONSTRUCTION PARTNERS TOWN OF SOUTHOLD-BUILDING DEPT LLC TOWN HALL ANNEX BUILDING 102 BEACH RD 54375 ROUTE 25 RIVERHEAD NY 11901 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12576 064-6 8002 08/12/2023 TO 08/12/2024 11/29/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2576 064-6, 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://WWW.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 AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. MARK T SICHLING KING ARTHUR CONSTRUCTION PARTNERS LLC 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 STAT SUR NCE FUND 4 etil DIRECTOR,INSURJ NCE FUND UNDERWRITING VALIDATION NUMBER: 800341739 U-26.3 KINGA-1 ..0.R4D*,. I CERTIFICATE OF LIABILITY INSURANCE I DATE(MMIDD/YYYY) OR NEGAT ELY U11/28/2023THIS CERTIFICAT N ISSUED AS A OT AFF IRM AT_IVELYMATTER OF ONLY AND CONFERS NO RIGHTS PON THE CERTIFICATE HOLDER THIS CERTIFICATEDOESAMEND, 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 A statement on this certificate dogs not confer subject� frt t t the certificate 631 673 0500ertlrk�liln of uch r Clifford T. may require an endorsement.Brad ^ PRODUCER 'Robert P.Brady Agency,Inc. PHONE 631-673-0500 FAX 631-423-0956 487 New York.Avenue (Asc,No,EM,c LAIC Np): Huntington,NY 11743 Clifford T.Brady tlN�URER($]AFFORDING COVERAGE.,,,,, _ _ _. NAICtI 1 INSURER A:Southwest Marine&General Ins INSURED King Arthur Construction INSURER B_;_ Partners LLC INSURERC: PO Box 223 Aquebogue, NY 11931 INSURER 0: INSURER E: -- INSURER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE COVERAGES ANY REOIUI�REMENT,�T�ERM OR CONDITION OFBANY CONTRALTO OR OTHER DOCUMENTINSUREDPOLICY 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. TYPE OF INSURANCE "INSR ...... -a�YDD Y DR POIL..Icy NIUII!�II�IiIFY �...IIPOUC➢"'N".V".Y"I"�, POI..ICY VEXV�". .. LIMITS G.TR& (MIV�C,VdD9V"YY�"V. A X I COMMERCIAL GENERAL LIABILITY EACH OCCURIFYENCE". CLAIMS-MADE FX occuR GL2023RLH00339 08/09/2023 08/09/2024 ?1�44sr.s c ENTED _ $0,000, MED EXP VAnv,sine„ereani $ 5'000 4 PERSONAL I&At.)V INJURY a 1,000,000 GENT.AGGREGATE LIMITAPP9IESPER: GENERALAGGRCG,ti7E„ ,,, 2,QDOtt"000 P r <� 210001000 X Poll J� LOC PRODUCTS-t OMiif''r&?P ACG S OTHER: A COMBINED SINGLE"LIMIT AUTOMOBILE LIABILITY i'"a elm $ ANY AUTO BODILY INJURY(Per Persam t _, OWNED ' SCHEDULED I AUTOS ONLYA(U�TO�ySW py BODILY INJURY iPer accident), a AUTOS ONLY AJ OS&7INW Y PR-011PCc c4Z�IiAMAG Ik V+ .... _, UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE A'GIR I GA"VI. DED RETENTION$ PER _ _.._ WORKERS COMPENSATION STT()T �FI AND EMPLOYERS'LIABILITY YlN " gAON�Y PROPRIETOR/PARTNERIEXECUTIVE —I NIA A ,.,E=L..EACH ACCIDENT ' .,.. ... (d&1.ridEstloiyn NHj EXCLUDED? �' E.L.DISEASE- EA EMPLOYEE. .. Nd sa,descrlbso under D S RMTION OF OPERATIONS below E.L.DISEASE-POLICY UMIT I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) RE.Cutcho ue 6291,LLC,6213 Oregon Road,Cutchogue NY 11935 EVIDENCE BF INSURANCE _ ANI 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. Building Department ...Town Hall Annex Building AUTHORIZED REPRESENTATIVE 54375 Main Road Clifford T.Brady � i Southold, NY 11971-0959 � ..' ( 6/03) � � � 01988-2015 ACORD C ORATION. All rights reserved. ( e. ACORD 25 201m.....�._ 9 The ACORD name and logo are registered marks of ACORD �ST r workers' CERTIFICATE OF INSURANCE COVERAGE � 'Compensation a�A c Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured KING ARTHUR CONSTRUCTION PARTNERS LLC 631-276-4538 102 BEACH ROAD RIVERHEAD,NY 11901 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) 810850219 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 - Building Department Town Hall Annex Building 3b. Policy Number of Entity Listed in Box"1a" 54375 Route 25 DBL673455 Southold, NY 11971 3c.Policy effective period 08/12/2023 to 08/11/2024 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 agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 11/29/2023 By (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 413,4C 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 emailed to PAU@wcb.ny.gov or it can 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 48,4C or 56 have 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(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed 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 (12-21) 11IIII ).Aa w�—i�iiiiuuuiiuiiiiiiiiiiiiiidii11111 Additional Instructions for Form 1313-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)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 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits 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 Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1 (12-21)Reverse Scott A. Russell �� � ST01KMWATIER. SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL,FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - — - - - - - - - - - - - - - - - - - — - - - - - - - - — - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: 1AAvik " Date: IPuntl b�a�u7mlu�t Contact Information: sW14- 1"0A .r .c:IOM (E-Mail&Telephone Number) Property Address / Location of Construction Site: S.C.T.M. #: 1000 District 9y 3 71 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT — ® — — _ _ ❑- Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required! - Project does Not Discharge to Waters of the State. No ST D.L.S. 1-lerry0t is Required! _ than 1 Acre&Storm-water Runoff Discharges Directly torWaters of the ea of aState of New rYork. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From NX.S. D.E.C. Prior to Issuance of a Buildinv Permit. - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S_ Permit through the Southold Town Enqlneerinq De artment Prior to Issuance of a Building Permit, Reviewed By: Date: P nRM ar CMCP-TOq nrrtnh.-r gn 16 R301.2.2.2WEIGHTS OF MATERIALS. SCOPE OF WORK: DESIGN CRITERIA. INTERIOR ALTERATION AND CONVERSION OF NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT D TATL SHEETS(ADDENDUM TO DRAWING SET). AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT ATTIC SPACE TO LIVING SPACE.NEW ROOF (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A STRUCTURE AS NOTED. WIND SUBJECT TO DAMAGE FROM HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR WINTER AIR ANNUAL ICE BARRIER USE/ FLOOR ASSEMBLIES,ExcEPT AS FURTHER LIMITED BY SECTION R301.2.2. GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT SPEED EXPOSURE TOPOGRAPHIC WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD TYPE OF DEAD LOADS FOR WALLS A13OVE GRADE SHALL NOT EXCEED: SNOW WIND DESIGN LINE MP. INDEX TEMP REQUIRED SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA (MPH) CATAGORY EFFECTS DEBRIS ZONE HAZARDS LOAD LOAD CONSTRUCTION LOAD REGION CATAGORY WEATHERING DEPTH TERMITE DECAY I.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=3,305 S FT. WOOD WALLS. TABLE R30L7 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE I 1 599 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SET) N.C. N.C. 13 SECOND FLOOR= 1,9611 SQ.FT. TYPE V ALLOWABLE DEFLECTION 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- OF STRUCTUAL MEMBERS(b,c) FRAME COLD-FORMED STEEL WALLS. ALLOWABLE SOIL BEARING CAPACITY FOR THIS SITE TABLE R301.6 2020 NYS UNIFORM CODE: MECHANICAL SYSTEM FEATURES: DEFLECTION STRUCTUAL MEMBER TABLE R301.5 POUNDS-FORCE IS BASED ON TEST HOLES BY OTHERS MINIMUM ROOF LIVE LOADS IN POUN TIIESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING SYSTEM TO REMAIN 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME MINIMUM UNIFORMLY DISTRIBUTED LOADS(PST) AND HAS BEEN DETERMINED TO BF_, WITH 2O20 RESIDENTIAL BUILDING CODE PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING WOOD WALLS. RAFTERS HAVING SLOPES GREATER THAN RAFTERS ui xo 2,000 PST(SW,SP)PER TABLE R401.4.I PUBLISHED BY NEW YORK STATE. PER SQUARE FOOT OF HORIZONTAL PROJECTION WITH NO FINISHED CEILING ATTACHED TO RA USE LIVE LOAD 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME OF THE 2020 RESIDENTIAL BUILDING CODE TRIBUTARY LOADED ENERGY COMPLIANCE: COLD-FORMED STEEL WALLS. INTERIOR WALLS AND PARTICIANS H�180 UNINHABITABLE ATTICS WITHOUT STORAGE 10 PUBLISHED BY NEW YORK STATE. AREA IN SQUARE FEET TO THE BEST OF OUR KNOWLEDGE,THESE PLANS RESCHECK FLOORS U360 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 OPENING PROTECTION BY FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF 50UTHOLD ZONING AND 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 MEMBER CONSTRUCTION CODES. AIR SEALING NOTES: CEILINGS WITH BRITTLE FINISHES ujfio WOOD STRUCTURAL PANELS THE CONTRACTOR I5 RESPONSIBLE FOR AIR SEALING; MASONRY WALLS. (INCLUDING PLASTER AND STUCCO) BALCONIES(EXTERIOR)AND DECKS 40 PERSUANT TO R301 2.1.2,SEE 0 TO 201 TO OVER THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE CEILINGS WITH FLEXIBLE FINISHES FIRE ESCAPES 40 FASTENING SCHEDULE ON ROOF SLOPE 200 600 600 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK (INCLUDING GYPSUM BOARD) u210 SEE DETAIL SHEET FOR WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS `� GUARDS AND HANDRAILS 200 DETAIL SHEET IN THIS SET (152 MM)CONCRETE WALLS. ALL OTHER STRUCTURAL MEMBERS U240 GUARD IN-FILL COMPONENTS 50 FLAT O RISE LESS THAN 4 INCHES PER FOOT 20 16 12 HIGH WIND CONNECTION (CHECKLIST)OF THE 2015 IECC. PASSENGER VEHICLE GARAGES 50 (1:3) REQUIREMENTS F 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. EXTERIOR WALLS-WIND LOADS (a)WITH u360 ROOMS OTHER THAN SLEEPING ROOMS 40 N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL z PLASTER OR STUCCO FINISHES RISE 4 INCHES PER FOOT(1:3)TO LESS THAN BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE i ~ STEEPING ROOMS 30 16 14 12 EXCEPTIONS: EXTERIOR WALLS-WIND LOADS(a)WITH OTHER 12 INCHES PER FOOT(1:1) THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT 0 Ln-a0 STAIRS 40 BRITTLE FINISHES R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) Ow l:ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS u[zOra EXTERIOR WALLS-WIND LOADS(a)WITH RISE 12 INCHES PER FOOT(1:1) 12 12 12 AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC l SQUARE FOOT(I 190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL FLEXIBLE FINISHES AND GRE ATER AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE LINTELS SUPPORTING MASONRY u600 DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, VENEER WALLS(e I W WITH TABLE R602.10.3(4). ALL NO ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND 0 NOTE:L--SPAN LENGTH,H=SPAN HEIGHT 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN. SERVICE WATER HEATING EQUIPMENT. o w THE ENGINN'ER I5 NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS n.7 TIMES THE TO THE EST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, THE MANDATORY OF THE ENERGY CODE OR THE PREMATURE DEGRADATION REQUIREMENTS PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). THESE LANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 Q 4 OF ANY COMPONENTS OR FINISHES. > AND R703. b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH ENERG CONSERVATION CONSTRUCTION CODE w v_ OF THE CANTILEVER. `= 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE NVITH e.FOR ALUMINUNI STRUC UP AL MEMBERS OR PANELS USED CHAPTER 10. CONT, RIDGE VENT _- - - - - - - - - - TYPE V WOOD FRAME z CONSTRUCTION BASED T ON SECTION 602 Lu - - - -- - - - - - -- MATCH EXISTINGa ASPHALT SHINGLES - - - - - - - - OF THE BCNYS a m ui REFLECTIVE RED PANTONE R - - - - - - - - - _ - - -- - - (PMS#187) �1 lE4t o TOP OF PLATE- ' - - - - - REFLECTIVE WHITE 1/2" m _ - STEP - STROKE FLASH, _ TYP, - 12 _ SIGN FOR WOOD FLOOR AND WOOD ROOFING FRAMING TRUSS IDENTIFICATION SIGN: IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUiCTION APRON FLASH, TYP s SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED _ ool - - TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN U TOP OF SUBFLOOR- - - - - _ _ _ _ COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD (� CONSTRUCTION AND/OR TIMBER CONSTRUCTION. TOP OF CEILING- - ~ - - 94 � --- --- - - - - - - � X -- - - - L LPL art T Uj , X O cp EXISTINGS SIDING: ® }- � Z co U-. Ll TOP OF SUSFLOOR- - - - - L Lil �-- O TOP OF FOUNDATION- FRONT ELEVATION U_ SECTION R312:GUARDS AND WINDOW FALL PROTECTION LU R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 R312.1.1 WHERE REQUIRED. ENi1�lER: GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING , SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED Y T. C, MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. 12 R312.1.2 HEIGHT. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, s ' 12 PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES 3,5 (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT 1 Gilt WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. EXCEPTIONS: _- 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT JEFFREY T. BUTLER, P.E. LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. p1 ATCH EXISTING SIDIN!� 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN O '- - - -TOP OF PLATE SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 m INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSTNGS. O O 8 a° R312.1.3 OPENING LIMITATIONS. ~ - O 0 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING z r z O - - SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A 0 SPHERE 4 INCHES(102 MM)IN DIAMETER. Z Q U EXCEPTIONS: ' A 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE 67 m pol RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE OF A SPI IERE 6 INCHES(153 MM)IN DIAMETER. 0 Q O m 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT z = O - ALLOW EXTERIOR O PLASTIC COMPOSITE GUARDS. ) N DIAMETER.- S 1 M I w EXISTIN - - - -TOP OF SUBFLOOR 312 I `14 C� PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE 0 ff O Z V4 Gx SIDINGS - REQUIREMENTS OF SECTION R317.4. W N -TOP OF CEILINn < N - - R312.2 WINDOW FALL PROTECTION. 0 -- - WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH IL SECTIONS R312.2.1 AND R312.2.2. O - U L Q N N FE] - - FD R312.2.1 WINDOW SILLS. >� 0 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW IL OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES 829 MM)ABOVE THE FINISHED GRADE z OR OTHER SURFACE BELOW ON THE EXTTERIOR OF THE BUILDING,THE _ - OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: v N Q - LLL-= I.OPERABLE PH WINDOW OPENINGS THROU WILL NOT ALLOW A 4-INCH REIN TER (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. -TOP OF 5U5FLOOR 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL RAIL NOT SHOUJ IFOR CLARITY PROP, STOOP DEVICES THAT COMPLY WITH SECTION R312.2.2. ---- EXISTING DECK - - - -TOP OF FOUNDATION R312.2.2 WINDOW OPENING CONTROL DEVICES. FAGE • GRADE R312.2.2 OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT Q RIGHTSIDE ELEVATION REDUCE THE NET CLEAR OPENING AREA OF TfIE WINDOW UNIT TO LESS THAN J THE AREA REQUIRED BY SECTION R310.2.I. - COPYRICxHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. EXISTING ASPHALT SHINGLES � z 0 - - - -TOP OF PLATE a —=EXISTING: ASPHALT SHINGLES - - 0 � N w Q O n' 4 IY N -_—_ 60 Ql N �J — - - —TOP OF SUSFLOOR — - - —TOP OF CEILING= z Ll c� w ui FE7:1 -- r FD7 - O 0 o a _- R311.7 STAIRWAYS. - L D R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS TFIAN 36INCHES(914 MM)IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL IIFIGTIT AND BELOW EXISTING DECK -TOP OF SU13FL OOR THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AND STEPS TO GRADE AT AND BELOW THE HANDRAIL HEIGHT,'INCLUDING TREADS AND RAIL OMITTED FOR CLARITY - ' — " LANDINGS,SHALL BE NOT LESS THAN 31-1/2INCHES(787 MM)WHERE A -TOP OF FOUNDATION HANDRAIL IS INSTALLED ON ONE SIDE AND 27INCHES(698 MM)WHERE TTANDRATLS ARE INSTALLED ON BOTH SIDES. EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE ( 1 WITH SECTION R311.7.10.1. v • R31 1.7.2 HEADROOM. THE.HEADROOM IN STAIRWAYS STIALL BE NOT LESS THAN 6 FEET8 INCHES x (2032 MN1)MEASURED VERTICALLY FROM THE SLOPED LINE ADJONING THEX TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR LL PL.ATFORMONTHATPORTIONOFTHESTAIRWAY. REAR ELEVATION EXCEPTIONS: LWHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER O THE EDGE OF A FLOOR OPENING THROUGH WI 1CH THE STAIR PASSES,THE U FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM MORE THAN4-3/4INCHES(121 MM). "_'.THE HEADROOM FOR SPIRAL STAIRWAYS STIALL BE IN ACCORDANCE WITH '1' SECTION R31 1.7.10.1.R311.7.3 VERTICAL RISE. � A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 O vl� f� INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. m R311.7.4 WALKLINE. co Q O @ THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALT,BE to U- CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL Z m- ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED ul 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) Q DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR IO STAIR WIDT'II AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT Lu WITHIN.A FIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL 13E USED. R311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THTS U-a SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR RUNNERS. [NY]R311.7.5.1 RISERS. ENGINEER- THE RISER HEIGI-IT SHALL BE NOT MORE'.THAN 91/4 INCITES(2091\1M).THE R311.7.8 HANDRAILS. e` RISER SHALL_BE MEASURED VERTICALLY BETV4TEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH v It ins OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 318 INCH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. (9.5 MM).RISERS SHALL BE VERTICAL_OR SLOPED FROM THE UNDERSIDE OF - , t� '•.'r TIIE NOSING OF THE TREAT)ABOVE AT AN ANGLE NOT MORE THAN 30 R311.7.8.1 HEIGHT. DEGREES(0.51 R,AD)FROM THE VERTICAL.AT OPEN RISERS,OPENINGS HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE LOCATED MORE THAN 30INCHES(762 MM),AS MEASURED VERTICALLY,TO ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,,SHALL THE FLOOR OR GRADE BELOW STIALL NOT PERMTT TIIE PASSAGE OF A 4-INCH- BE NOT LESS THAN 34 INCHES 864 MM AND NOT MORE THAN 38 INCHES ' '.011- Ile ITIAb1F_.TER(102 MM)SPFIERE. (965 MM). TOP OF PLATE- EXCEPTIONS: EXCEPTIONS: 1.THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED STAIRWAYS. OVER THE LOWEST TREAD. 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 2.WIT ERE HANDRAIL FITTINGS OR BENDTNGS.ARE USED TO PROVIDE WITH SECTION R31 1.7.10.1. ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER RE ADS,THE TRANSITION FROM HANDRATL TO GUARD,OR USED AT THE -�- INYIR311.7.5.2 TREADS. START OF A FLIGHT.THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS _ JEFFREY T. BUTLER, P.E. THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229I\IM).THE TREAD SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). DEPTH SHALL BE MEASURED HORIZONTAALLI'BF-nN7EEN THE VERTICAL ac �- - PLANES OF THT FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RI1 1.7.8 2 HANDRAIL PROJECTION. RIGHT ANGLE TO TIIE TREAD'S LEADING EDGE..THE,GREATEST TREAD DEPTH HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER WITHIN ANY FLIGHT OF STAIRS STIALL NOT EXCEED THE SMALLEST BY MORE SIDE OF THE STAIRWAY. TH AN 31S INCH(9.5 MM). EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS Z R11 1.7.5.2.1 WINDER TREADS. PROJECT INTO THE STAIRWAY REDUCING THE CLEAR ANCE AT PASSING 77� WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 TNCHES HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES (254 AIM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST (165 MM)INTO THE STAIRWAY,PROVIDED THAT TIIE STAIR WIDTH AND PROJECTION OF ADJACENT'TREADS AT THE INTERSECTIONS A U"fH THE HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. TOP OF SUf3FLOOR- ' - — WALKLINE.WINDER TREADS STIALL HAVE A TREAT)DEPTH OF NOT LESS � � r THAN 6 INCHES(152 MM)AT,ANY POINT'WITHIN THE CLEAR WIDTI I OF THE R311.7.8.3 HANDRAIL CLEARANCE. STAIR.WITHIN ANY FLIGHT OF STAIRS.THE LARGEST WINDER TREAD DEPTH HANDRAILS ADJACENT TO A WALL SHALL HAVE.A SPACE OF NOT LESS THAN TOP OF CEILING=- _ - EXISTING SIDING -AT THE WALKLINE SHALL NOT EXCEED THE SM ALLEST WINDER TREAD BY 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAILS. 0 MORE THAN 318 INCH(95 NTM).CONSISTENTLY STIAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS R311.7.8.4 CONTINUITY. Q Z RECTANGULAR TREADS AND SHALL.NOT BE REQUIRED TO BE WITHIN HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, 318 INCH(9.5 NMI)OF THE RECTANGULAR TREAD DEPTH. FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT O Q O fy u o EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL ACCORDANCE WITH SECTION R311.7.10.1. BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. EXCEPTIONS: N R31 1.7.5.3 NOSINGS. I.HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A o 0 O Z O NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR t� A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH OVER THE LOWEST TREAD. (14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO W N PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1/4 TERMINATE OVER THE LOWEST TREAD. CI) aL A) INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GREATEST O it) F- ID PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING R311.7.8.5 GRIP SIZE. — ID PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR 0- U Q L�:j Li EXCEPTION:A NOSING PROJECTION 1S NOT REQUIRED WHERE THE TREAD PROVIDE EQUIVALENT GRASPABILITY. O N _ DEPTH IS NOT LESS THAN 11 INCHES(279 MM). 1.TYPE 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE TOP OF SU15FLOOR - - EXISTING O _ R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MIA)AND NOT GREATER THAN BILCO DOOR � � 1 � PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY'KITH THE 2INCHES(5I MM).IF THE HANDRAIL 1S NOT CIRCULAR,1T SHALL HAVE A TOP OF FOUNDATION - H V] PROVISIONS OF THIS SECTION AND SECTION R507.2.2. PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN z 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES R311.7.6 LANDINGS FOR STAIRWAYS. (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). N a THT'RE SH ALL BE A FLOOR OR LANDING AT THE TOY AND BOTTON OF EACH 2.TYPE 11. STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL SHALL BE NOT LESS THAN THE WIDTH OF'THE,FLIGHT SERVED.FCR HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. LANDINGS OF SHAPES A D OTHER THAN SQUARE OR RECTANGULAR,TI IE DEPTH THE FINGER RECESS SHALL BEGIN WITHIN OFINCH THE R MM)MEASURED LEFT SIDE ELEVATION AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT VERTICALLY FROM THE-,TALLEST PORTION OF THE PROFILE AND HAVE A OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING DEPTH OF NOT LESS THAN 5116 INCH(8 MM)WITHIN 7/8 INCH(22 NIM)BELOW WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL DIRECTION OF TRAVEL SHALT.BE NOT LESS THAN 36 INCHES(914 14M). CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT PAGE & EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP DF AN LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE • INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSEC PROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALT.BE NOT GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. LESS THAN 1-114 INCHES(32 NIM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). R.311 STAIRWAY WALKING SURFACE. ^ O TTHEW WALKING SURFACE OF TREADS AND LANDINGS OFSTATRWA"S STIALL R31 1.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. BE SLOPED NOT STEEPER THAN ONE UNIT'VERTICAL IN 48 INCHES PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE L HORIZONTAL(2-PERCENT SLOPE). REQUIREMENTS OF SECTION R507.2.2. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. 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BUTLER, P.E. w w O O O � IL a O O Z r o O D o u N 4 Ia Q O � zm z Sao p w moo ^ cr 4� 73 z o W Cn 4 O v O 0 13'6" 24'0" 10'6 U u IN 011 low d O °N O 85'2" cc LL CL _II Lit -t O U � N EXISTING FOUNDATION PLAN SMOKE DETECTOR INTERCONNECT PER CODE ,• PAGE : 0 CARBON MONOXIDE DETECTOR co ONE PER FLOOR 3 0 f g COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. 85'2" 12 5" 13'3" 30 6" 17'0" 12'0" 15'2" 15'4" EXISTING STOOP EXISTING WINDOW EXISTING MULTI SLIDE DOOR TO REMAIN TO REM AIN o EXISTIN WINDOW TO MAIN _ w z ¢ H M m o EXISTING DECK EXISTING O d �? EiILCO DOOR o 0 a LL C� z ui Q EXISTING BEDROOM EXISTING DEN w u rtlNG4 o 4 a S'O" C GY. HGsT. 9'0" CLG=. I-4GnT. X U X GK ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v 19 ' N O � ry (NO ORK) (NO WORK) I X w ~ N _ U L o EXISTING SINK z HH KITCHEN --_--, Z 9'0" CLGi. HST. W X , _ m CLO. 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BUTLER, P.E., P.C. 851 2" 12'5" 43'9" 171 0" 12'0" 71 1"" 5"4" c r - - - - - - - - - - - - - - - - - - - - - Z=11NOWINT)MV- - - - - - - , TW3046-2 TO REMAIN (2)2x1O HDR. i I MEETS AGRESS REQUIREMENTS x � cnw r � q w NUw QO � I EXISTING BEDROOM PROPOSED BEDROOM i w � � o 0 Q LL LL 8b" CLG, HGT, I z Q 8 0' CLCz, HCxT, I u u� ID I �7 O fJ z z Q u�i w 1 i ►_ o Q w O I w O TW3046-3 a r A I N' N (2)2x10 HDR. 0 i I � 1 I'S" I MEETS ACzRESS I REQUIREMENTS 0v i610"" I ----------------------------------�--------- � N a v (2)2x1O HDR, 3'6' ---------- I EXISTING HALF WALL � Q w•c• di PRO. 4 , , I 1 PROPOSED MASTER w 0 -�; BEDROOM m " W,I,C• i ; I p Z TRAY CLCs. _ } I I I� -- - ---- ---�-�-- 3"6"1 5"0" 4"0" I _ ID ' ' I TEGO ALL FLUSH CONNECTIONS cv ® Q �� `y . co BATH 6' a 2'61" �. : : I (2J2x10 HDR, .L O O Q Z ®E F l2)2x10 HDR. (2)2xlO HDR. _ m IF - - - - - - - - - - - r - - � - - - - - - - - - - - � --�- - - - - - - - - - - - - - - - - - - - - - �, - - - - - - - - - - - - - NEW 2x12RIDGE - - - - - -� � �- - k IY W ., \\.• I ® ® ; R IL PE O E 7'2 16'4" �i U z Q Z O co _ z0\4 NO ' PROPOSED _ - _ - - EXISTING 2x12 RIDGE - - " I =---------'-------------; ; ; XI TI G O N - � x X . -------------- LA LA , I i •- � U1 _ W,I.G. �: O (2) 2x10 R.R. 2 ' ^L x g 3.5:12 PITCH 3 ' 6 ' 8�C� CLG. HGT, ^ �rj o fy C /� ;\ -(2)2x10 HDR. (2)2x10 HDR. U 07 I - ---- ---------------------------- tK O O Q Q 2" \ a 5"6" \� 6"0"ri 1L l�- x EXISTING W.I.C. I o PROPOSED W.I.C. - N N - o 01 \`� w.c. °� d(NO WORK) I z ti p Ki p / \ / `V O cn v - LL k 12' I" r= z Q SHOWER cv \v I x (K Q �- w I O P OPOSED OFFICE z . N -� , (a) ui O x z PRO. z m 8'O C� HGT, 1314 ---- W.I•G.---- --- cA O p p IY I w _ I ---- ---- --- - X CfJ U z 3 PROPOSED !r 10.01, w p r LLl MASTER BATH y r` r w I 8'0' CLG. HST, ° ♦ N ju 23'2'/" c �`I w �m p I- EXSITI C KNEE WALL AT 30" (+/-) EXSITING KNEE WALL AT 6" l+/-) \T/s� j11 X p ` O T %MEETS AGRESS ° TUB W LL REQUIREMENTS `�'< �— Z (2)2x10 HDR. (2)2x10 HDR, ♦ CXW235 CXW235 CXW235 PROPOSED KNEE WALL 'm 21 d+/-) O.C. EXISTING R.R. EXISTING R.R. \ (; Q (TEMP) (NO WORK) (NO WORK) ♦\ 1X 6'9" N v 6'9" N i ♦ I ♦ o EXISTING R,R. X w EXISTING R.R. , Ex1sTIN!s R.R. JEFFREY T. BUTLER, P.E. Cl (NO WORK) I (NO WORK) O ( � m 0 L m � a O ZO r= o i Lu ,•1 O N I {L7 I > Q zZl V� Z p 1A 0 W Q p A W O0 C4 o s's" s s" O Z N W 19' 1'/2" 29'3"" � aL fl O 0 � �. WALL LEGEND PROPOSED SECOND FLOOR PLAN D w W LIVING AREA: EXISTING 2x4 WALL EXISTING = 706 SQ.FT. PROPOSED = 1,961 SQ.FT. EXISTING WALL BELOW � i -• NEW 2x6 WALL �,: SMOKE DETECTOR INTERCONNECT PER CODE NEW 2x4 WALL O CARBON MONOXIDE DETECTOR PAGE : F co ONE PER FLOOR � of COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P,C, REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT. 35') SHUTTER ASSEMBLY N.T.S. I _. FOR PANEL SPANS: I 0 <4'0 WIDE SPAN a' . 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 • (OVERLAP AROUND OPENINGS 4") I . I I ASSEMBLY: •.I' ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL 1 WOOD SCREW @ 16" O.C. 1 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: z 410 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 12" O.C. • a c� � z ° i I ULTIPLE SECTION ASSEMBLY: � N N 1 I 1/4" THICK BOLTS w 2' Or- - N I IV I v Il II I 1 I I 1 I I SHUTTER ASSEMBLY 11 i t I I l i 11 1 I I I ' N.T.S. �' I �' I^1' Id, aY o z FOR PANEL SPANS: 1 1 I I I I I I I I ' -4 0 4' OR WIDER SPAN I I l I I I I ? o 23/32" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD ( ( I I I x U w m (OVERLAP AROUND OPENINGS 4") I ? I I to (n 2x4 STRONG-BACKS m 24" OG I I I I I (v u I•I' l�' I QJ O I 0 O w ASSEMBLY: » I 1 1). PREASSEMBLE PLYWOOD TO 2x4'S: IOx3 (w/ WASHERS) GALVINIZED OR I cn O N O STAINLESS STEEL WOOD SCREW m 12° O.G. 11 1 x z I x 2), ATTACHING STRUCTURAL PANEL: FASTEN TO 6UILDING w/ I% I ul "lOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW m 16" O.G• ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: •IO TEE NUTS ATTACHED TO BLDGx, w/ 01CA-I/2 l W/ WASHERS) MACHINE BOLT ID12" O.G. I I / ' Q // I ' EXISTING HALF WALL //i/ii O O'// X LLL. LUcq U Q/ O U / NEW 2x12 RIDGE / / / i CIO3 `-4- u tQk Q o' / O co W /' �/ / x �Q X O N tap W / / / w Lp O UJ CZ Lei. co LL W /(i ll ly / Lu wl KNEE WALL KNEE WALL �. 1 PROPOSED 8'0" WALL PROPOSED KNE WALL JEFFREY T. SUTLER, P.E. EXISTING R.R. EXISTING R.R, lLi Q , I (NO WORK) MO WORK) (ki Q w m I pr I— a 0 > z EXISTING R.R. I— lL iL I m z r= o 0 W N F— d O Q N < —� } O Z o O a m z W Q 0 Q o UJI Q Z O EXISTING R.R. EXISTING R.R. W N (NO WORK) (NO WORK) ' CI) Q O -V 9 0 }' o 0 _ - o = PROPOSED ROOF PLAN z W , N o ' AGE : ro O f J COPYRIGHT 2013 JEFFREY T, BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. .I NEW 2X12 RIDGE CONTINUOUS AIR VENT BAFFLES e FRAMING BAY 2x4 C.T. v 16 O,C, OWE S CORNING RAFT-A-MATE - TO BE INSTALLED LOCATED IN UPPER 1/3RD SOT AT AIR FLOW IS NOT RESTRICTED. PROVIDE ICE BARRIER PE OF ATTIC FILL IN 2X10 R.R. TO NEW RIDGE DO NOT COMPRESS INSULATION, R9O5,1.2, TYPICAL ALL 2' �" 5-Od ' " i 12 EXISTING 2X12 RIDGE NAILS TO REMAIN 1X6 AZEK FASCIA ' o°o ON 2X6 SUB FASCIA ' Ib" OVERHANG I unn+Inn.Ilriniinndilririn(uVuh ,i(!dn(tfuifinn:1f"innfl;a "•nn;i TOIREMAIN STING 10 RR ��� 0 ________ i AZEK SOFFIT WITH GONT ;(11)Lh(I` °.'l)l! ) n„Irr r ,ru''='j)'`t'y�! �?,i.' I'1( ' 12 SCREENED VENT „1(w,,r �;,�'• R-4S INSULATION 8 0 1 0 _ I111 TOP OF PLATE — - 1/2" GWB ,? (-' _ — NEW 1/2 GWB CEILING DRYWALL TAPED z, NEW 2x6 STUDS ? �f TO WALL DRYWALL NEW R-21 INSULATION EXISTING ROOF R-30G `''r+'•?. ? 5-LOCI NEW i/2" CDX SHEATHING = STRUCTURE TO BE INSULATION ;�i?,7 NAILS NEW HOUSEWRAP REMOVED DRYWALL CAULKED, GLUED ��\ /� t'^1���I� OR GASKETED TO TOP PLATE NEW SIDING _ PROPOSED PROPOSED '( �/ MASTER W,I,C. DRYWALL CAULKED, GLUED BEDROOM OR GASKETED TO BOTTOM PLATE _ - NOTE: AT TUB/SHOWER LOCATIONS PROVIDE FULL HEIGHT GWH PRIOR BOTTOM PLATE CAULKED E}� y�� TO INSTALLING TUB ON OR GASKETED TO SUBFLOOR 0. EXISTING: 2x8 G.J, _- = S�I I�SOI�I STRO��—TIE OUTSIDE WALL AIR SEAL m 16" O,G, _ EXISTING 3 4" SUBFLOOR I ' HURRICANE /� TOP OF SUBFLOOR — - J - — HO HURRICAI�lE TIE PER DETAIL, THEN = p EXISTING R,R. EXISTING= 18" TJI 560 INSTALL UNIT, GUT TO FIT NEW WALL SUBFLOOR GLUED, CAULKED OR cl n n ( nnnl C.J. m 12 D.G. (i(1(1'i(lll(ll( 1fl(I''1(11'I )Ili1! ((;(?I{i(1(li'Ir)//1(( ("li;!! ))li(1(!(1( (!I}}II11("I((IIi)(IIIOi1(r!1O(llll'H1(1(1Oflll(1i1('1/ UltlllillO(I(I(I(1(lilllllil(!(Illi if III W -,I)I_IO�I��O�+llll �li)(rl (iln (!+!! il'u,y r(i!u,lrilll!"!i+lil'1I11!i!I)O'!(II!I!I111(I!I 111'J!'(!IIIIII!i!!i)O1)OI!!I11+ ll)(illl!I!III)!)!!(;(IIIIIIIOi)l!!'! , N TOP OF PLATE GASKETED TO RIM JOIST/RIM CLOSURE Q ID J EXISTING BEAM I/2" GWB EXISTING BEAM RIM JOIST/RIM CLOSURE CAULKED Z � EXISTING 1/2" GWB SHINGLE RIDGE CAP--� EXISTING 2x4 STUDS RIDGE VENT OR GASKETED TO TOP PLATE < > A EXISTING INSULATION = (Y A EXISTING SHEATHING J DRYWALL CAULKED, GLUED VEW HOUSEWRAP EXISTINCx - EXHAUST AIR OR GASKETED TO TOP PLATE o NEW SIDING KITCHEN EXISTING: EXISTING D SHINGLES PANTRY LAUNDRY EXISTING= —� ROOF a (NO WORK) - FELT PAPER SHEATHING - (NO WORK) (NO WORK) -- CxARACsE 5/8" F.C. GWB ON WALLS (TYP•) DRYWALL CAULKED, GLUED AND CEILING PER CODE OR GASKETED TO BOTTOM PLATE EXISTING 3 4" SUSFLOOR (NO WORK) RAFTER z BOTTOM PLATE CAULKED TOP OF SUBFLOOR — ' - - )(1O(u1(1�11(1O(IO(;(I(IOtlO(1O(ulil(lr"1n(1O(lilO(I(uxl(till!OI)( 0w( il(!(I(!!)rl(I(!(1(uN{ )(n')(lr)ft(N)i)OO(t('in1(!!iil(ll)(n'iOi)(IO�On(1Ofl(1(tOO(I(I(ul1(1(I(1(1Oi1 nrrtf)r,nnnnn )rtnrl(t I ,nr)onnnrirn")y, OR GASKETED TO SUBFLOOR ILd UO 1 ) O(!1 H) 1 )( !!! OI1(II!O1 !!Ililir)Ol)1!Illll)OOrl!r!IIII)(I11(P)O110OI)(Ilt(II!U111)ll( (I111111(I(III Il!)11!, 11UVVUUVU SVU ) SSISI,)VUV000V1�Sl p TOP OF FDN. — - -- - — - -i. ° EXIST NG R-30 EXISTING SEAS (' w GRADE °,E INSUL TION °.E SUBFLOOR GLUED, CAULKED OR o GASKETED TO RIM JOIST/RIM CLOSURE _ EXISTING 'o RIDGE BEAM VENT DETAIL -� RIM JOIST/RIM CLOSURE CAULKED a COLUMN p RIDGE Y I�l T �./ T I OR GASKETED TO TOP PLATE °7 D, p pt t 4 d ° EXISTING CELLAR SILL PLATE INSTALLED OVER SILL GASKET 6 �.G (NO WORK) I° D D D 4 G Q EXISTING FOUNDATION Q 4 D Q NOTE: SHADED COMPONENTS DESIGNATE AIR BARRIER SYSTEM TOP OF FOOTING - -- - �• D D ,SIR SEALING DETAILS SECTION B-B x LL R905.1.2 ICE BARRIERS: LU m 0 2x12 RIDGE IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMTNG . O 2x10 RAFTERS ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED O F 1/2" CDX SHEATHING IN TABLE R301.2(1),AN ICE B,ARRTER SHALL BE INSTALLED FOR = r N ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED (y 4 15 FELT ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES ASPHALT ROOF SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER � 1� CONT RIDGE VENT THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A i— m Q/ UJ SELF-ADHFRING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED O IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE ROOF VENTILATION 1:300 OF THE INSULATED LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN (f1 x O 24INCHES(61Umm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ]J j CEILING AREA UNIFORMLY DISTRIBUTED ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL 0 LIS @ SAVE PROTECTION TO EXTEND FROM THE IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED co LL TABLE P3201.7 NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE z FROM THE EAVE EDGE OF THE BUILDING. SIZE OF TRAPS FOR PLUMBING FIXTURES EDGE OF THE ROOF, 36' UP THE SLOPE � � BUT NOT LESS THAN 12 BEYOND O EXCEPTION:DETACHED,ACCESSORY STRUCTURES TRAP SIZE MIN. THE INTERIOR FACE OF THE EXTERIOR WALL � O PLUMBING FIXTURE NOT CONTAINING CONDITIONED FLOOR,AREA. cv BAFFLE AS REQUIRED FOR ROOF VENTILATION (INCHES) 2x4 C,T, 'a 16 O,C, BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 LOCATED IN UPPER 1/3RD AND/OR WHIRLPOOL ATTACHMENTS D OF ATTIC ROVIDE ICE BARRIER PER 1 I— I BIDET 1 1/4 12 I `1 gi R'305.1.2, TYPICAL ALL J 4-L CLOTHES WASHER STANDPIPE 2 DISHWASHER(ON SEPARATE TRAP) 1 1/2 SECTTONP3103: VENT TERMINALS FLOOR DRAIN 2 ENGINEER: OF .•, P3103.1 VENT PIPES TERMINATING OUTDOORS. R-43 INSULATION ` / c° 1X6 AZEK FASCIA �C' QEY T. VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE 12 �Di',:inn nnnnnnnnnn nr nn n n�)(�nnnnnnn + nnnnnnnnnnnn` On� o(n`nnr n n n(n nn a nn nn < ., \;•KITCHEN SINK(ONE OR TOWTR.4PS,VV'ITHOP. 1 1/, — - — •_i' uvuZuutlu++Vuutn�lrl�lnf�!u��?+ ! 1 ! Ic- I ���ilvuvu',tu tvuvuu�w !++rlr?+t!+�2�tx�u�x221Z2��1�2�rilucjv uc. nl ON 2X6 SUB FASCIA \ ., WTTHOUT DTSWASHER AND FOOD WASTE DISPOSER) OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN TOP OF PLATE — g �ci ACCORDANCE wiTH ONE OF THE METHODS IDENTIFIED IN SECTIONS i VC) OVERHANG n EXISTING ROOF a(1 o LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 P3103.1.1 THROUGH P3103.1.4, cnR `.i�!� STRUCTURE TO BE AZEK SOFFIT WITH GONT I' T ' t, 1 8 C� 1/2" GWB ON - SCREENED VENT c, ,s REMOVED - Irs � P3103.1.1 ROOF EXTENSION. c v - LAVATORY 1 1/4 ��`:)' WALLS AND GEEING `� OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET Cn THE CONDITIONS OF SECTION P31031.2 OR P3103.1.3 SHALL TERMINATE R� ` SPACKLE AND PAINT NEW 1/2 GWB SHOVER(BASED ON THE TOTAL FLOW RATE cR NEW 2x6 STUDS jam 0 NOT LESS THAN 6 INCITES(150 MM).ABOVE THE ROOF OR 6 INCITES(150 MM) t1iV A 73 ,)� 1`r ,> THROUGH SHOWERHEADS AND BODY SPRAYS) ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. o c� EXISTING PROPOSED �. NEW R-21 INSULATION %� FLOW RATE: n>i>> _ NEW i/2'I CDX SHEATHING p EXISTING R-30G BALCONY 01=1=10E - � 5.7 GPM AND LESS 1 1/2 O0 \RJ - ✓ P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. _ NEW HOUSEWRAP A10P.E THAN 5.7 GPM UP TO 1'.3 GPM 2 WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, �n ;� INSULATION = - NEW SIDING ~MORE TH:1N 1_.3 GPM UP TO_5.8 GPM 3 OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, �`") JEFFREY T. BUTLER, P.E. MORE THAN 25.8 GPM UP TO 55.6 GPM 4 2 c�l" OPEN VENT PIPES ES SHALL TERMINATE NOT LESS THAN 7 FEET( 134 MM) c� EXISTING 2X10 LEDGER WITH TECO FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 nun. ABOVE THE ROOF. hl ' GUARD _ 0 ��I EXISTING 3/4" SUBFLOOR _ EXISTING R.R. P_103.1._ ROOFEXTENSION COVERED. ��..� - _ � WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND TOP OF SUBFLOOR — — - — r; +' GUT TO FIT NEW WALL r „ IS COVER BY ET'fllER,4 ROOF-MOUNTED PANEL(SUCH AS A SOLAR cC`? II I ( /EnXISTING 18" TJI�5r160 G.J. g 12"�O.C. � (1(1 �n��nn n �n n � � m 4 VTR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVERTHEVENT ;c;I` aI I '(i l )i Ali )r)(iii�l ()i)�1i_)i!ii:)ii)i�ii 11ili)i)i)f��(iii �,iinnnQ�illi'll1t li�)lfYi ��lii(,(fi)(liiii1 �icii )i)I� ll )i - . � OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE TOP OF PLATE — — - — J O OR A DECORATIVE SHROUD),THE VENT PIPE STTALL TERMINATE NOT LESS a Kl PROPOSED THAN 2 INCHES(51 MIA)ABOVE THE ROOF SURF-ACE.SUCH ROOF ELEMENTS i " EXISTING STEEL I/2 GWB SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW EXISTING 1/2" GWB z r Z O RECONFIGURED— --_ " BEAM EXISTING R-30 1 ,. if �---,__ 3 ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE EXISTING 2x4 STUDS = O to 9 "- , - --__ - F - INSULATION O O U PLACE EXISTING OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF EXISTING INSULATION z 1 Q ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOP.AN OPEN AREA EXISTING SHEATHING � / u u i ❑ N i n " - \ FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA = r / :2" 2 13 ,2n \ /2u� u1 3 , 211 : NEW HOUSEWRAP � \ / 1 2 2 \ OF THE PIPE.AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. _ EXISTING EXISTING > z / LAV LAv ' ' ' , LAV LAV SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT c NEW SIDING EXISTING Q � W.G. TUB/ W,C. 1 PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT b-lLIVING AREA ENTRY COVERED 0 JU Q a i PIPE OPENING. (NO WORK) (NO WORK) SHOWER TUB SHOWER STOOP Ll.l Q O 1 P3103.1.4 SIDEWALL VENT TERMINAL. (NO WORK) ui cli SECOND FLOOR \'ENT TERMTNALS EXTENDING TT TROUGH THE WALL SHALL TERMINATE \ O �- 0 rr O \ / NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN \ C) " 211 1 211 " 211 „AI 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET T O N 3 211 3 i (3048\11\I)IN ANY DTRECTiON HORIZONTALLY OF THE VENT TERMINAL. EXISTING 3/4" SUBFLOOR Q Y 93 II II \'ENT'Plt'ES SHALL NOT TERMINATE UNDER THE OVERHANG OF A EXISTING \ 3 3 STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TOP OF SUBFLOOR — — _ — 1(11II !rU(1(1O1)li(I(1(1(}(1`1U((1(1(1f1(1(Ili(i(lfl(1(lll(1(1(1 ) lll!1111! (1f1(III (II)!t!1(1(111(1O(I(i(i(i(I(1( ()O(11)IIO(1O 1(11111(Illi ()(ul IO(11)(111U11(1( (I )1!(1( 11( O i S� ! (f� �I u ) )I 1 ( 1(1(111(1O(�(I( IlnllO(1(ll I)II O O TO REMAIN — — — — — — — — — _ _ -� TERMINALSSTIALLBEPROTECTEDBI'AMF_.THODTHA'fPR13VENTSBTRDS �II)t)Oi)O( I I)llO OI111OU( t! ) ), l)III,)(II)Ul!(S( (II11)IIl )(I ) )Illt; I)Illl'.111 11111 I(!I),) ,IiU(I(IU1 H(- '!HHIl ll )O J �O OIIII 1 1)I ) t)IIUI)ll )!IO ) I / IOI)� (1 )(/ )UU III!, .— _ _ — — -----i- _ - TOP OF FDN, - - - - - V _ 3 --- -- ---------�- --------- — � ,_ AND RODENTS FROM REDUCE THI;OPEN A[NC'THE\'ENT PIPE OPENING O U- 3u ' _ _ AND THAT DOES°' AREA OF THE VENT PIPE. �` EXISTING R-30 fu - =R—-- --- n u , i I '"-�---, GRADE 6 GRADE 1!_ a --% 12 ' 2 u , ,2 2 2 211' 2 ' , , P3103. FROST CLOSURE. INSULATION O , ,4 31. 1'" LAV i 3 I Lo4V 1 ' i UV '3 ' 21�; WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS O I I W:C, °' 0"F(-18`C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL / W,C, TUB/ W C SINK 2 SINK EXISTING 7 � BE NOT LESS THAN 3 INCHES(761\1M)IN DIAMETER.ANY INCREASE IN THE _ z SHOLUER SHOWER TUBF—wl \ SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT(304.8 KIM)INSIDE COLUMN EXISTING CELLAR � W W i I THE THERMAL ENVELOPE OF THE BUILDING. r �° (NO WORK)LJ I dpt 6 N �mAINFLOOR P3103.3 FLASHINGS AND SEALING. ♦ n 211 211 311 �1, 211 211 2„ 211 311 211-� THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE o i WATERTTGIIT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS s 1v 311 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. EXISTING FOUNDATION �u _- P3103.4 PROTTTBTTED USE,. w, FA A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN TOP OF FOOTING — - — - — d'p °' C,O , \'ENT TERMINAL. � • ' P3103.5 LOCATION OF VENT TERMINAL. �(11 TO AN APPROVED AN OPEN VENT TERMINAL FROM A DRAINAGE.SYSTEM SHALL NOT BE "f I SANITARY SEPTIC SYSTEM LOCATED LESS THAN 4 FL-ET(1219 MM)DIRECTLY BENEATH ANY DOOR, ^ OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING SECTION A-A OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL rl F'LUM51 NCB RISER DIAGRAM (NTS) BE WITTIIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS NOT LESS THAN 3 FEET(914 TAM)ABOVE THE TOP OF SUCH OPENING. COPYRIGHIT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C. THE DESIGN OF THIS STRUCTURE I'BASED UPON THE,T'RFSCRTPTIVE APPROACH USING THE GENERAL NOTES: 130 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAMF CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH,ALL STATE,MUNI iPAL, AMERICAN FOREST AND PAPER ASSOCIATION. (2019) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTI N AND (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARf BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMER?CAN INSTITUTE F o 0 NEW YORK STATE. ARCI IITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. FOR THE CLIMATIC AND GEOGRAPI IICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND T]11] TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES ° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINE ERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301. .1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORREC IONS NOT ROOF FRAMING DESIGN CRITERIA-SECTION R301.2. .1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE IIE,HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE,(TOF-,-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. CEILING JOIST TO PARALLEL RAFTER(FACE-NATLED) 9-16d EACH LAP FIRE BLOCKING R302.1 1 FIRE BLOCKING MATERIAL R302.1 1.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R30 .1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND LIGHT AND VENTILATION-SECTIO R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPON IBLE FOR COLLAR TIE TO RAFTER(FACE-NAILED) 6 8d PER TIE MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS BLOCKING TO RAFTER(TOE-NAILED) 2_Sd EACH END SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL EE MADE IN THE OCUMENTS RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACE S-SECTION R307 t• AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE WALL FRAMING GLAZING-SECTION R308 ENGINEER. °n R309 RESCUE • ° Simpson Strong-Tie GARAGES AND CARPORTS-SECTION' 5,THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS MTS30C OR CS16 11/a" EMERGENCY ESCAPE AND SCU OPENING TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPEN ATION,ETC.) o• COILED STRAP STAIRWAYS-SECTION R31 1.7 AND GFNERAL LTABTLITY TN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE •° AT EACH ROOF RAFTER ~ TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE '• USE 8-16d NAILS AT GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION, THE ENGIN ER SHALL BE 00 EACH END STUD TO STUD(PACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. FOAM PLASTIC-SECTION R316 p HEADER TO HEADER(FACE-NATLED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SEC PION R302 ______,_ _ ___ ... _. 6.PROVIDE,COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. PROTECTION AGAINST DECAY-SECTION R317 w TOP OR BOTTOM PLATE TO STUD(END-NATLED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TC BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER Q SITE ADDRESS-SECTION R312 CREOSOTED. N 3-16d PER 2x6 STUD ACCESSIBILITY-SECTION R320 CONNECTION ELEVATORS AND PLATFORM LIFT R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLS IN EACH do 4-16d PER 2.x8 STUD FLOOD RESISTANT CONSTRUCTIO '-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. > BOTTOM PLATE TO FLOOR JOIST,BANDJOIST' 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANTCALLY'V ,NTILATED ENDJOIST OR BLOCKING(FACE-NATLED) DESIGN BASED UPON PRESUMPTI LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EX AVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WI',H OUTDOOR DESIGNED JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 N1PH WIND. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGUI ATIONS OF EXISTING TI1E N.Y.B.F.U.AND.A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OW ER AT THE BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB. z BLOCKING TO SILL OR TOP F'LATF(TOF NAILED) 3-16d EACH BLOCK FLOORS-WFCM PRESCRIPTIVE N1171 HOD FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 12.PT.UNIRING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE w SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. LEDGER STRIP TO BEAM(FACE-NATLED) 3-16d EACH JOIST FLOOR CONSTRUCTION: sn JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 'ib"OSB PLYWOOD ST TBFLOOR,FASTEN PER TABLE 3.1 WFCM 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. FLOOR JOISTS: SEE FOUNDATION P ND FLOOR PLANS.SPACING AS NOTED BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST FASTEN PER TABLE 3.1 WFCM 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK FINISH FLOORS PFR AGREEMENT ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DCUBLF x BAND JOIST TO SILL OR TOP PLATE(TOE:-NATLED) 2-16d(SLR NOTE 1) PER FOOT GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. ROOF SHEATHING WALL CONSTRUCTTON-WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING Sl IALL BE NAILED.AND OR SCREWED 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS T IE STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET IN ACCORDANCE WITH TABLE 3.1 1 VFCM CODE'S MINIMUM STANDARDS. OVERHANGS AS NOTED DIAGONAL BOARD SHEATHING VENTED SOFFITS 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE A D ALUMINUM GUTTERS AND LEADE S SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FO 1"x6"OR I"x8" 2-8d PER SUPPORT SIDING:SEE ELEVATIONS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED TYVEK HOUSEWRAP ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGD EER. 1"x10"OR WIDER 3-8d PER SUPPORT 1/z"CDX SHEATHING,SEE FASTENING SCIIEDULE.TABLE 3.1 WFCM 2X6 STUDS C, 16"O.C.WITII 2X6 SH E AND DOUBLE 2X6 PLATE 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE CEILING SHEATHING 1/z"GYPSUM WALL BOARD INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE O,�V ER, 518"TYPE X GWB IN GARAGE CONTRACTOR OR LOCAL BUILDING DEPARTMENT. GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD , /z"MR GWB IN WET AREAS WALL SHEATHING AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE UPLIFT-CONTINUOUS PATH CONNECTORS EXIT REQUIREMENTS OF SECTION 310 NOTE DRILLING AND NOTCHING (� STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIMITATIONS IN FIGURE R602.6(1)I OR BEARING WALLS AND FIGURE R602.6(2) USE SIMPSON STRONG-TIE CONNECTORS FOR NON-BEARING WALLS. FOLLOW PRODUCT SELECTION GUIDE AND FIREBOARD PANELS FOLLOW EXTERIOR CORNER FRA [NG DETAIL FIGURE R602.10.5 INSTALLATION MANUAL FOR HIGH WIND RESISTANT f�,�� CONSTRUCTION CATALOG C-HW02 1-1-, � � 7/16" 6d 3"EDGE/6"FIELD ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD O ASPHALT STRIP SHINGLES SHALL AVE A MINIMUM OF SIX(6) ANCHOR BOLTS IN FOUNDATION USE: LU 25/32" 8d 3"EDGE/6"FIELD FASTENERS PER SHINGLE(SFCTTO R905.6) N.A. GYPSUM WALLBOARD Sd COOLERS 7"EDGE/ 10"FIELD FOR APPLICATION(S CTION R905.2.7) (� FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) SILL PLATE TO RIM JOIST USE: t IIARDBOARD 8d SEE TABLE 3.11 THIS SHEET UNTfS HORIZONTAL(17-PERCENT 5 LOPE), N.A. (Q p UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS V -. (X PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET HORIZONTAL(33-PERCENT SLOPE) UNDERLAYMENT GARAGE STUD TO GARAGE SILL PLATE USE: �- m c(1 111 SHALL BE TWO(2)LAYERS APPLIE )IN THE FOLLOWING MANNER. N.A. 13 -I DIAGONAL BOARD SHEATHING APPLY A 19-INCH(483 NIM)STRIP O UNDERLAYMENT FELT PARALLEL {� >- 13 WITH AND STARTING AT THE EAVI,S,FASTENED SUFFICIENTLY RIM JOIST TO STUD CONNECTION USE: ++-+ X O ca I"x6"OR I"x8" 2-8d PER SUPPORT TO ITOLD IN PLACE. N.A. O W m 1@ STARTING AT TIIE EAVE,APPLY 36 INCH-WIDE(914 NEV)SHEETS OF (Q Z 1L i"x 10"OR WIDER 3 8d PER SUPPORT UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), FLOOR TO FLOOR CONNECTION USE: O O lu FLOOR SHEATHING AND FASTENED SUFFICIENTLY TO IOLD IN PLACE. N.A. FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS 1' N STRUCTURAL PANELS RAFTER TO STUD CONNECTION USE: lu ICE PROTECTION(SECTION R 905.2. .1) NITS 12,EACH ROOF RAFTER V OR LESS 8d 6"EDGE/ 12"FIELD UNDERLAYMENT IN HIGH WIND(S CTION R 905.2.7.2) USE 8 16d NAILS AT EACH END FLASHING(SECTION R 905.2.8) GREATER THAN 1" lOd 6"EDGE/6"FIELD CHIMNEY'S AND FIRESPACES-CHA TER 10 RAFTER TO RIDGE TO RAFTER CONNECTION USE: u'1' ENERGY EFFTCIF-,NCY-CHAPTER 11,SEE ATTACHED REPORT CS20 USE 8-8d NAILS IN EACH END Lu DIAGONAL BOARD SHEATHING MECHANICAL-CHAPTER 12 .AT EACH ROOF RAFTER GENERAL MECHANICAL SYSTEMS CHAPTER 13 1"x6"OR I'W" 2-8d PER SUPPORT HEATING AND COOLING EQUIPME 'T-CHAPTER 14 DECK POST TO CONCRETE CONNECTION USE: EXHAUST SYSTEM ENG[N,E>=R: S-CILAPTER 15 N.A. i"x10"OR WIDER 3-8d PER SUPPORT DUCT SYSTEMS-CHAPTER 16 OF N COT\1BUSTION AIR-CILAPTEIZ 17 DECK POST TO GIRDER CONNECTION USE: �..� L �✓ ^ . 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT TI IE PANEL EDGE. CHIMNEYS AND VENTS-CHAPTER 8 N.A. -Y r G(� r'a IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PLUMB ING-PARTVII NAILING REQUIREMENTS FOR STRUCTURAL MEMBFRS SHALL BE DOUBTED,OR ALTERNATE CONNECTORS, GIRDER TO DECK JOIST CONNECTION USE: SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. r' N.A. CC � n of 2.WHEN WALL SHEATHING IS 12ONTINUOUS OVER CONVECTED MEMBERS.THE TABULATED NUMBER OF PORCH POST TO DECK USE: �Z � r • ' � / NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. N.A. PORCH POST TO GIRDER USE:2-AC4 ' o( ,34 N.A.. PORCH ROOF RAFTER TO GIRDER USE: TABLE 3.11 (WFCM HIGH WIND EDITION) N.A. JEFFREY T. BUTLER, P.E. (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MITY WIND SPEED[PER TABLE R3-1.2.1.3) Q CD WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS L, in t- in STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ' ' O 0 SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS fy (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) � Q O O E 6 z r zO u 4'EDGE ZONE 16 Q 111 cO F 12(SEE NOTE 2) Q p INTERIOR ZONE 16 F 6 -1r0-) m r F 12 Q Q O o Q o 0 E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.l O (WFCM HIGH WIND EDITION) RIDGE TENSION STRAP z = - Q F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) CS20 USE 8-8d NAILS w ' 0 - C., ROOF IEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS IN EACH END AT � - Q O I.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE..ZONE ATTACHMENT (140 MPH 3-SECOND UST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) EACH ROOF RAFTER n Z N REQUIREMENTS SHALL BE USED. W (K O SHEATHING LOCATI N STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING q N � v) 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS 0 � + � E MEMBERS WITH Gz0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCURS,O.C.) 0 - p (SEE NOTE 3) (INCHES,O.C.) BE REDUCED TO 6 INCHES O.C. n- U Q E 6 O 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 4'PERIMETER EDGE L NE 16 F 6 U- M 0 O FOR COMMON NAILS. Ii 6 INTERIOR ZONE 16 F 12(SEE NOTE..2) RAFTER i GABLE ENDWALL RAI E AND RAKE TRUSS L 4 z TABLE 3.2B (WFCM HIGH WIND EDITION 201 5) F O W 4 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT T ANEL EDGES(TN.) F=NAIL SPACING AT T TERMEDTATE SUPPORTS IN THE PANEL FIELD(TN.) RIDGE BEAM MAXIMUM ANCHOR MAXIMUM ANCHOR JOIST HANGER REQUIRED BOTTOM PLATE TO FOUI\IDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SITE.ATHI G WITHIN 4 FEET OF THE PERIMETER EDGE OF TIIE ROOF,INCLUDING 4 FEET ON EACH AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (518" ANCHOR BOLTS) SIDE OF THE ROOF PEAK.THE 4 FOOT PERIMETER EDGE ZONE_ATTACHMENT REQUIREMENTS SHALT.BE USED. LSSU OR EQUAL 2.TABULATED 12 TNC O.C.NAIL SPACING ASSUMES HEATHING,ATTACHED TO RAFTERITRUSS FRAMING MEMBERSPAGE : WITH G>0.49.FOR FRA IING MEMBERS WITH 0.42<G<(.49,THE NAIL_SPACINGS SHALL BE REDUCED TO 6INCHES O.C. RIDGE LATERAL AND SHEAR LOADS I STORY 31 48 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATT.ACI117D TO RAFTER/TRUSS FRAMING MEMBERS TENSION-STRAP WITTI G>0.49.FOR FRAMING MEMBERS WITH 0.42QT<Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCITES O.C. /'1 O NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4.TABI TLATED 4 INCH U.C.NAIL SPACING ASSIEMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL WITH G>0.49.FOR FRA IING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. 1 2x4 CONTINUOUS LATERAL BRACE AT 6'O.C. 0 U. __ ___ - —TRUSS OR CEILING JOIST w 2-1 Od NAILS w Lw ' GABLE END TRUSS O cN N r 0. N I 10-8d NAILS z �7 N w Q 5d COOLER NAILS AT 10"O.Cuj uj 2"x4"BLOCK NAILED TO EACH O BRACE WITH 4-1 Od NAILS = �i GYPSUM BOARD w cn 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP 10-8d NAILS All TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALI_ OISTS GABLE ENDWALL BRACING U n, STUD (WFCM FIGURE 3.7a) X F Lu LL A A % BORED HOLE MAX DIAMETER 60% NO CH GREATER THAN �° ° BLOCKING LU nl 13 (Kcs� 501/�OF THE PLATE WIDTH OU °° � O OF STUD DEPTH BLOCKING n/ F C1J 5/8"MIN.TO EDGE ' GYPSUM BOARD cn N 16 GAGE(0.054")AND 1.5"WIDE 16d NAIL AT 24"O.C. r METAL TIE ACROSS AND TO EACH SECTION A-A (j✓ ci) W 5/8"MIN.TO EDGE SIDE OF THE NOTCH WITH 8-16d ci) Q \D 1�-• - NAILS EACH SIDE }- =s NOTCTI MUST NOT EXCEED 40%OF STUD DEPTH . � W cp 1�L. FLOOR BRACING AT END BAYS WOOD STRUCTURAL PANEL zco w TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. INSTALLED IN WITH NAILING SCHEDULEACCORDANCE 't ' (L NO (.ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) (l-�-t BORED HOLES SHALL NOT "— 8d NAIL AT 12"O.C.ON ALL BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. NOTCII IN STUD L FRAMING MEMBERS NOT AT OF CUT OR PANEL EDGES — "----- _---— ---- (a) OUTSIDE CORNER DETAIL 12"MAX. 8d NAIL AT 6"O.C. -MEEt . NOTCHING AND BORED HOLE LIMITATIONS TOP P ATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON o c� y:. YPSUM BOARD SHEAR WALL REQUIRE-MENT5 (ALL PANEL EDGES) 1 FOR INTERIOR NONBEARING WALLS ' (WFCM 2015 SBC HIGH WIND EDITION) y NO CEILING WOOD STRUCTURAL PANEL ni ll_ I ,,' RAFTERS AND CEILING CENTER 2x BLOCKING DIAPHRAGM JOISTS INSTALLED IN ACCORDANCE JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE NCO ROOF TRUSS 4 A) 93 (TABLE 3.1,WCFM HIGH WIND EDITION) � 15/32 WOOD STRUCTURAL PANELS ON GAI3LE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL TOP PLATE- BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOP PLATE SECOND STORY EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E. OTCHSEE INGPROLLING IS GABLE ENDWALL, BALLOON FRAMING NOTCHING PROVISIONS FRAMING MEMBERS NOT AT JOIST IS PERMITTED TO PANEL EDGES TOP PLATES BE CUT OR NOTCIIED PREFERRED METHOD (b)INSIDE CORNER DETAIL o ' in FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- . . O @ SEE DRILLING.AND SEE DRILLING AND EXTERIOR CORNER FRAMING p �, BOTTOM PLATE NOTCHING PROVISIONS a NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE.TOP PLATE — O a p WFCM SECTION 3.3.1.1.1 113 SPAN 1/1 SPAN WAL z W r z O WALL p O m STUD i F— JOIST ENDS TO BE 15" T BLOCKED AGAINST ROTATION IN ACCORDANCE \ c Q Z o z BORED HOLE MAX FOR BLOCKING WITH WFCM 3.3.1.3-END RESTRAINT CRIPPLE STUDS STUD TO RAFTER CONNECTION O Q 0 oai m DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 30 O O 5/8"MIN.TO EDGE BEARING HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE Q (�/ Z WALL I I IN FRONT OFLLJ r' 5/8"MIN.TO EDGE PENING O Y 93 9 FULL LENGTH s LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER p �— O Q) U BOTTOM PLATE. CLOSET CL — NOTCH MUST NOT EXCEED BAND JOIST WALL OR BIDET 25%OF STUD DEPTH OR BLOCKING UPLIFT IFT CONNECTION IS REQUIRED 15" 15" WALL p � N O NOTCHES SHALL NOT BEu- • --------------------- Al EACH END OFHE.ADERAND _O LOCATED IN MIDDLE ONE-THIRD JOIST , __, -- v O OF STUD LENGTH SILL PLATE z , AT BOTTOM OF HEADER STUDS IN �V(}tJPLTF ; ; ; ADDITION TO CONNECTORS AT z IF HOLE IS BETWEEN 40%AND 60% e , , , , WALL STUDS AND AT TOP AND TUB � j CRAWL SPACE CON'ECTPF O OF STUD DEPTH,THEN STUD MUST OR BASEMENT 5UBFLOOR REQUIRED, , , , BOTTOM OF CRIPPLES U N o BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN . FOUNDATION , BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE CROSS SECTION OF CUT OR DOUBLED AND SO BORED NOTCH IN STUD STUD TO PLATE --a 21"CLEARANCE 21"CLEARANCE /FOUNDATION —`- to TUB HEADER To STUDS:USE LSTA 18 W/14 1 Od NAILS STUD TOP PLATE/FOUNDATION: ) PAGE : PLATFORM FRAMINGINTERMEDIATE (OPENINGS LESS THAN 6 FEETT):USE DSP W/8 lOd NAILS IV STUD AND 4 lOd NAILS IN PLATENOTCHINGAND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET :ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS TYPICAL WALL FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1 0 f J (WFCM 2015 SBC HIGH WIND EDITION) NIMUM FIXTURE CLEARANCES GOPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. GENERAL CONSTRUCTION NOTES: S 05°50'10'E 290.00' 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE NEW YORK STATE. EXISTING „II,IIIII,III,I, I,IIIII,II,,,I„I„I,,,,I,,,II,II,II„I,II I„IIIIIIIII,IIII,III,IIII„I,,,I,,,IIIII 1„ IIII„I,1� GAGNON-HAN AS ADOPTED BY NEW YORK STATE MAY 12. 2C20. U """"""""""""""""""""""""' _ co CD GREEN GIANT ARBORVITAE _ RESIDENCEHEDGE ADDITIONS, ALTERATIONS 8, RENOVATIONS: SHALL CONFORM WITH APPENDIX J EXISTING �nuuuuuuuuuuuumuumnnunnunnunnununnmmnnunnu nnnnnnuununnunnnunnununnunnuununnn nunw nnuuuumnuuuunuuuunnuunnuuuunu nnnnnunnnnunnmmuullllul,uunuuuuunuuunuununnur annulunut STOCKADE _ I 1115 Arrowhead Lane 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS FENCE Peconic, New York (TYP-) 3. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL DIMENSIONS, EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT. - -- ------� = PROPOSED PROJECT LIMITING SILT FENCE 4. ALL NEW FOOTINGS SHALL IBEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY PROPOSED e (SEE DETAIL 4) OF 2000 POUNDS PER SQUARE FOOT.ALL FOOTINGS SHALL BE 36" BELOW GRADE MINIMUM. IT SHALL I I 18'X 40' POOL _ X AREA OF DISTURBANCE=33,465 SF BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE DEPTH OF ALL EXISTING FOOTINGS EXISTING - I EXISTING PATIO I (OR.77 ACRES) DISTURBED BY CONSTRUCTION. wooDED AREA - TO BE REMOVED = TABLE R401.4.1 SUBSCRIPT B:WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS = I I WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE = _ _ I _, _ _ I _ _ ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. - `._ F'""inunumnuunmmnnuuuumumnawunua 50'PRINCIPAL I PROPOSED PROPOSED - I Marshall poetzel 5. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED; 5% <7%TOTAL AIR CONTENT BY VOLUME AND HAVE AN REAR YARD SETBACK ON-GRADE _ _ __ _ _ __ __ __ __ _�_ - - -- -- (_OUTDOOR KITCHEN POOL PATIO ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. EXCEPT EXPOSED SLABS, = =i--------- LANDSCAPE A R C H I T E C T U R E IF GARAGE SLABS AND STEPS SHALL BE 3500 PSI.ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 4.ALL CONCRETE SHALL CONFORM TO THE LATEST ACI STANDARDS. _ -EXISTIN GREEN GIANT ` PROPOSED Ll ARBORVITAE HEDGE ,.� DECK+STEPS PO Box 478 6. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS, STUDS RAFTERS AND ALL FRAMING = PO B Middle Road LUMBER SHALL BE DOUG-FIR LARCH#2 OR BETTER. E= 1,600,000EXISTING Mattituck,NY 11952 MIN. FB FOR DIMENSIONAL LUMBER= 850 PSI. = RESIDENCE DECK STEPSWOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE#2 OR BETTER. INCLUDING TO BE REMOVED phone: (631)209-2410 �,o n fax: (631)315-5000 BUT NO LIMITED TO: DECK FRAMING, POSTS, HEADERS, GIRDERS&LEDGERS. ° O - - _ LIN SET A-DECK PLAN-SEE SHEET DP2 email: studio@mplastudio.com 7. ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: A.)ALL FASTENERS SHALL 13E HOT DIPPED GALVANIZED-ASTM A 153 CLASS DOR STAINLESS STEEL. _ SURVEYOR: B.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES A'c = Ward Brooks Land Surveyor C.)ALL STRUCTURAL CONNECTORS I.E. SIMPSON STRONG-TIE OR LISP, ETC. SHALL BE HOT-DIPPED _ 11 Ocean Avenue GALVANIZED OR STAINLESS STEEL. _ - EXISTING CHAIN LINK Blue Point, NY 11715 FENCE(TYP.) Office: (631) 576-7794 8. ALL ENGINEERED WOOD PRODUCTS SUCH AS"TRUS JOISTS, MICRO-LAM, ETC"SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LATEST INSTALLATION DETAILS, FRAMING CONNECTORS, ALLOWABLE HOLE DIAGRAMS, - SPECIFICATIONS, ETC. "MICRO-LAM" DESIGN STRESS: E= 1.9. FB =2.600 PSI. FV=285 PSI "PARALLAM PSL" DESIGN STRESS: E=2.0, FB=2,900 PSI, FV=290 PSI = -_ "ANTHONY POWER BEAMS DESIGN STRESS; E=2.1, FB =3000 PSI, FV=300 PSI s B F PROPOSED POOL 9. STAIR HANDRAIL: R311.7.8 PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH = EQUIPMENT - LOCATION CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. EXISTING III,I,III,III,I„II,IIIIII,IIIII,IIll,,,,1„III„I,IIIIII,I,IIIIII,IIIII,IIIIIIIII III,IIIIIIIIII,I,II,IIIII,II,IIII IIIIII,IIIII,IIIIIIIIIIIII,I,II„ HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING. SHALL NOT BE LESS THAN WOODED AREA 34 INCHES AND NOT MORE THAN 381NCHES.ALL HANDRAILS SHALL BE CONTINUOUS = MODIFIED THE FULL LENGTH OF THE STAIR FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT _ TOPSOIL GRAVEL DRIVEWAY TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAILS ADJACENT TO = STOCKPILE TO BE USED FOR A WALL SHALL HAVE A SPACE OF NOT BE LESS THAN 1-1/2 INCHES BETWEEN THE WALL _ EXISTING U.G. AREA CONSTRUCTION AND THE HANDRAIL. SEE CODE FOR EXCEPTIONS. REFER TO CODE FOR GRIP SIZE SPECIFICATIONS. ' O L.P. WATER LINE - - - - ACCESS TANK 10. GUARDS: R312 PORCHES. BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR CONCRETE GRADE BELOW SHALL HAVE:A RAILING NOT LESS THAN 36 INCHES W / WASHOUT AREA IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE NO MORE THAN 4 INCHES APART. EXCEPT:THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO Noy°�rao^w .l' -" ., ,c° EXISTING BE OF SUCH ASIZE THAT A6 INCH SPHERE CANNOT PASS THROUGH. _ OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL ^`X1: WOODED AREA HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. GRAVEL CONSTRUCTION ACCESS ' 3 11. METAL FLASHING SHALL BE INSTALLED WERE CONCRETE ABUTS WOOD, a AND WERE DECKS ABUT HOUSE FRAMING. - o �rnnnumllll,11°00p'anmmmumm°°°° 12. ALL FLUSH STRUCTURAL LAD BEARING nnnnmm °INSTALL JOIST HANGERS Al nn 88' N04°4210W 33 � .94' SITE DATA: llllll/IIIIIUIIIIHIIrr11U0110IIIII/IIr1111111111I111111I111111111111111111111111111111I/IIOIIrI/rRrrrrrrrr1111011 /F/ / - - - " PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R80211.1 FROM THE ;� �;"'`v' = SCTM : 1000 98 3 7 1 -Zoning District: R 40 ROOF ASSEMBLY TO THE FOUNDATION. _ urllllllllrrrr,,,""""""',Ir111111L J_LJ Y'r, ',;' Lot Area: 46,389.69 SF (or 1.06 acres) 13. EXTERIOR DECKS: EXTERIOR WOOD DECKS SHALL CONFORM TO SECTION R507 EXISTING "WATER MAIN NOTES:"'��n R507.2.4 FLASHING AT STREET � FLASHING SHALL BE CORROSION-RESISTANT METAL OF NOMINAL THICKNESS NOT LESS THAN 0.019 INCH D LANE " 1. Base map information based on survey OR APPROVED NONMETALLIC MATERIAL THAT IS COMPATIBLE WITH THE SUBSTRATE OF THE STRUCTURE EDGE OF PgVE prepared by Ward Brooks Land Surveyor AND THE DECKING MATERIALS. MENr dated July 9, 2020. R507.9.1.1 LEDGER DETAILS 2. This drawing is for the purpose of DECK LEDGERS SHALL BE A MINIMUM 2-INCH BY 8-INCH NOMINAL, obtaining permits only. NOT FOR PRESSURE-PRESERVATIVIE-TREATED SOUTHERN PINE. INCISED PRESSURE-PRESERVATIVE-TREATED HEM-FIR. OR CONSTRUCTION. APPROVED, NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. DECK LEDGERS SHALL NOT SUPPORT CONCENTRATED LOADS FROM BEAMS OR GIRDERS. DECK LEDGERS SHALL NOT BESUPPORTED ON STONE OR 3. Unauthorized alteration of this plan is a violation of NYS Education Law. MASONRY VENEER. TYPICAL DECK JOIST SPANS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) REVISIONS TABLE R507.6 FASTENING SCHEDULE WIND DESIGN SUBJECT TO DAMAGE FROM DATE DESCRIPTION DECK GIST SPANS FOR COMMON LUMBER SPECIES(ft.-in.) SEISMIC BASED ON TABLE R602.3 (1) NAILING SCHEDULE o WIND WINTER ICE SHIELD AIR MEAN 12.04.23 UPDATE DECK LAYOUT SNOW WIND DESIGN WEATHERING TERMITE J GROUND SPEED TOPOGRAPHIC SPECIAL BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL 04.29.24 REVISE DECK BASED ON ALLOWABLE JOIST SPANIJ MAXIMUM CANTILEVER•f LOAD (MPH) EFFECTS REGION DEBRIS LINE CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP APPROVED VARIANCE NUMBER AND TYP SPACING AND ZONE SPACING DESCRIPTION OF FASTENER LOCATION 20 LBS 140 NO NO NO B SEVERE 3_00r TO HEAVY MODERATE 11 YES NO 1500 or less 52.1 SIZE SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERS SPEC(ESa M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (inches) 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. (inches) 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. 12 16 24 12 16 24 FLOOR FRAMING s e a I _ ` D Cqp� 2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 4-8d BOX REGULATORY REQUIREMENTS: '" 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL TABLE 507.9.1.3(1) � �-^ �--,.--- a� ar/Ado �O 2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 DECK LEDGER TO BAND JOIST CONNECTION -ALL CONSTRUCTION, MATERIALS,AND EQUIPMENT SHALL BE IN w i w y l{, i�T .;` a ,., ', Southern pine RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON STRICT ACCORDANCE WITH ALL FEDERAL, NEW YORK STATE, ; ; ' � . "`�;_ . N m 2 x '10 16-2 14-0 11-5 3 4 3-6 2-10 22 6"O.C.TOE NAIL 0 1 ° - ' ,PLATE (ROOF APPLICATIONS ALSO) 10d BOX CONNECTION JOIST SPAN SUFFOLK COUNTY,AND SOUTHOLD TOWN ZONING AND BUILDING ! uJ y CODES, ORDINANCES, REGULATIONS, ETC. INCLUDING ANY 2 x '12 18-0 16-6 13-6 4-6 4-2 3-4 23 BLOCKING TO JOIST EACH END 2-10d BOX DETAIL <s' 6'1"T08' 811"TO 10' 1o'1"To 12' RELEVANT ENVIRONMENTAL REGULATIONS. APF �-4 �- 2-8d COMMON 1/2"DIA.LAG SCREW �N 00271 O� 2 x 6 9-6 8-8 7-2 1-2 1-3 1-5 4-16d BOX TOE NAIL & 1/2"MAX.SHEATHING 30" 23" 18" 15^ -THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO �TF OF NE�� Douglas fir-larchd, 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON 1/2"DIA.THRU BOLT BE CONSTRUCTED ONLY AFTER RECEIVING ALL REQUIRED g 2 x 8 12-6 11-1 9 1 1-11 2-1 2-3 & 1/2"MAX.SHEATHING 3s" 3s^ 3a" 2s^ PERMITS/APPROVALS,AND SOLELY FOR THE SPECIFIED OWNER hem-fird 3-16d COMMON AT EACH BEARING, FACE NAIL AND AT THE PROJECT SITE LOCATION NOTED ON THE DRAWING. TITLE: spruce-pine-fird, 2 x '10 15-8 13-7 11-1 3 1 3-5 2-9 25 2" PLANKS( PLANK&BEAM FLOOR&ROOF) 4-10d BOX 12'1"TO 1a' 1a'1"TO 1s' 16'1"TO 18' 2 x 12 18-0 15-9 12-10 4-6 3-11 3-3 1/2"DIA.LAG SCREW -THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN L E G E N D 26 BAND OR RIM JOIST TO JOIST 4-1d BOX PER JOIST & 1/2"MAX.SHEATHING 13" 11" 10" ACCORDANCE TO THE 2020 RESIDENTIAL CODE OF NYS. 2 x 6 8-10 8-0 7-0 1-0 1-1 1-2 3-166d COMMON Redwood, 10d BOX 24"O.C. FACE NAIL TO TOP& BOTTOM 1/2"DIA.THRU BOLT 24" 21" 19" -THE SWIMMING POOL SHALL BE COMPLETELY AND __ DECK PERMIT 27 BUILT-UP GIRDERS AND BEAMS & 1/2"MAX.SHEATHING CONTINUOUSLY SURROUNDED BY A BARRIER AS REQUIRED AND IN PROPERTY LINE western cedars, 2 x 8 11-8 10-7 8-8 1 8 1 10 2-0 STAGGERED ON OPPOSITE SIDES ACCORDANCE TO SECTION R326.4. PLAN + DETAILS ponderosa pinee, 2- 10 14-11 13-0 10-7 2-8 2-10 2-8 4-16d BOX LEDGERS SHALL BE FLASHED red pinee 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) -THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN 50'PRINCIPAL REAR YARD SETBACK [2 - 12 17-5 15-1 12-4 3-10 3-9 3-1 2-10d BOX(3" ) OR COMPLIANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2-1/2P') EACH END, TOENAIL OF ALL RELEVANT REGULATORY AGENCIES AND CONSTRUCTION Illlltlllllltlltllltlllll PROJECT LIMITING SILT FENCE SHALL MEET ALL FEDERAL, STATE AND LOCAL ZONING, a. No.2 s,rade with wet service factor. ORDINANCES, REGULATIONS, CODES, LAWS, ETC. b.Ground snow load,live load=40 psf,dead load= 10 psf, L/0=360. -THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE EXISTING STOCKADE FENCE 0 8 16 Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS c.Ground snow load,live load=40 psf,dead load= 10 psf, UA=360 at main span, VA= 180 at CONSTRUCTION PROJECT. IT SHALL BE THE RESPONSIBILITY OF N cantilever with a 220-pound point load applied to end. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for THE CONTRACTOR TO ARRANGE FOR ALL INSPECTIONS REQUIRED. X EXISTING CHAIN LINK FENCE SCALE 1/16" = 1'-0" minimum 48-inch distance from ridges, eaves and gable end walls;and 4 inches on center to gable end wall framing. d. Includes incising factor. DRAWN BY: PROPOSED WIRE MESH FENCE A.FOX D P 1 e.Northern species with no incising factor. HE KED BY: J.PAETZEL DATE:2023.08.31 f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. EXISTING U.G.WATERLINE REVISED:2023.12.04 SHEET 1 OF 2 2024.04.29 GAGNON-HAN RESIDENCE 1115 Arrowhead Lane Peconic, New York (16)2x12 ACQ STAIR `--- OF�OOR STRINGERS @ 16"O.C.(TYP.) m arshall TO LAND ON 12"x 1V-6" poetel CONCRETE PAD POURED TO i FROST DEPTH LANDSCAPE ARCHITECTURE INSTALL ACQ NAILERS SECURED 8'-0" 9'-9" 9'-9" TO DECK FRAMING FOR SECURING DN 4 RISERS @ JOIST(TYP.)(2)2x8 ACQ BASE 2x10 ACQ RIM 7-3/4" 1X6 HORIZONTAL DECK SKIRTING HT.X 11"W. HEADER PO Box 478 BETWEEN DECK+GRADE — — — — — — 5175 Middle Road INSTALL HANDRAILS AS INSTALL BARRIER RAILING m (2)2x10 ACQ Mattituck,NY 1 1952 INSTALL BARRIER RAILING — — — — - — — — REQUIRED FOR STEPS AT OUTSIDE PERIMETER OF GIRDERS 2x10 ACQ DOUBLE AT OUTSIDE PERIMETERDECK J L J DECK OUTSIDE JOIST phone: (631)209-2410 fax: (631)315-5000 5'-7" INSTALL HANDRAILS AS email: studio@mplastudio.com o 7REQUIRED FOR STEPS 50'PRINCIPAL n u� I I SURVEYOR: REAR YARD SETBACK L — 9-5" 9-5" — 7-8" — 7-8" —7-8" - 7-8" — T-2" — Ward Brooks Land Surveyor --•--•--•--•-- — -- — -- -- -- -- -- -- -- —+-- -- -- Q --•--•--•--•--•--•--•--•--•--•--•-- — -- — -- -- -- -- -- -- — -- — -- -- -- -- - 11 Ocean Avenue ih I I Blue Point, NY 11715 OUTDOOR KITCHEN I Office: (631) 576-7794 BUILT ON TOP OF DECK I I (2)6x6 ACQ POST - 10"DIAM.CONCRETE PIER SET IN r' 5/4 X 4 IPE DECKING 'SQUARE FOOT' I I INSTALLED CONCEA CONCEALED WITH 36"MIN.BELOW GRADE(TYP.) DN FASTENERS co (SEE DETAIL 1) 4 RISERS @ 2x10 ACQ LEDGER BOARD TO BE Z 74"HT.X 11"W. OF DOOR FASTENED TO BUILDING WITH(2)Z"LAG o T_2" 7'-2" Imo----(18)2x12 ACQ STAIR SCREWS WITH COMPOSITE SPACERS a ALIGN I STRINGERS @ 16"O.C.(TYP.) BETWEEN LEDGER+HOUSE w F I CONCRETE PAD POURED TO — J � — � � — I FROST DEPTH (2)2x8 ACQ BASE Q I I HEADER I (2)2x10 ACQ 2x10 ACQ DECK JOISTS GIRDERS @ 16"O.C.FASTENED TO LEDGER BOARD+ RIM JOIST W/JOIST HANGERS o N I RESIDENCE I I I I T-6" I I I 2x10 ACQ LEDGER BOARD TO BE FASTENED TO BUILDING WITH(2)' LAG L I SCREWS WITH COMPOSITE SPACERS BETWEEN LEDGER+HOUSE I— — J L — INSTALL ACQ NAILERS SECURED SITE DATA: SCTM#: 1000-98-3-7.1 Q 5,_214., TO DECK FRAMING FOR SECURING Zoning District: R-40 1X6 HORIZONTAL DECK SKIRTING BETWEEN DECK+GRADE Lot Area:46,389.69 SF (or 1.06 acres) 2x10 ACQ RIM INSTALL BARRIER RAILING NOTES: INSET A: DECK PLAN JOIST(TYP.) AT OUTSIDE PERIMETER OF Plan Scale: 114" = V-0" DECK 1. Base map information based on survey prepared by Ward Brooks Land Surveyor dated July 9, 2020. 2. This drawing is for the purpose of obtaining permits only. NOT FOR CONSTRUCTION. 3. Unauthorized alteration of this plan is a violation of NYS Education Law. REVISIONS DATE DESCRIPTION 12.04.23 UPDATE PLAN+REMOVE OUTDOOR KITCHEN 04.29.24 REVISE DECK BASED ON APPROVED VARIANCE EXISTING RESIDENCE R507.9.2 LATERAL CONNECTION S e a I SIMPSON DTT2Z WITH(8)4"X*SDS SCREWS q tJ SCAPF ALLOWABLE LOAD PER TIE:1825 LBS Cl) ar/ �9,Q NOT LESS THAN(2)LOCATIONS WITHIN 24"OF 4X4 IPE DECKING WITH NEW CABLE pr, EACH END OF DECK CONCEALED FASTENERS RAILING Or' 3,'"O.C. 8"DIA.LAG SCREW PREDRILLED TO CENTER OF PLATE SIMPSON H2.5AZ 2X10 ACQ RIM JOIST HANGER BETWEEN LEDGER 2X10 ACQ DECK JOISTS @ 16"O.C. HURRICANE TIE JOIST - N AND JOIST AT EACH DECK JOIST AT EACH JOIST SJ e02 71 �0 1X6 MAHOGANY DECK SKIRTING (2)2x10 ACQ GIRDERS 2X10 ACQ LEDGER BOARD TO BE FASTENED ' WITH 4"AIR GAPS SECURED WITH DECK CONSTRUCTION NOTES: E OF NE TO BUILDING WITH(2)2"X 5"LAG SCREWS @ HEIGHT (TYP.) STAINLESS STEEL TRIM SCREWS 16'"O.C.WITH COMPOSITE SPACERS VARIES- (2)SIMPSON LPC ZMAX -DECK FRAMING LUMBER(POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC.)SHALL BE BETWEEN LEDGER+BUILDING SEE PLAN CONNECTORS AT EACH POST 2X4 PRESSURE TREATED FRAMING SOUTHERN PINE, GRADE#2 OR BETTER AND SHALL BE PRESSURE TREATED ACQ. DECK SUPPORT+ 6 X 6 ACQ POST(TYP.) FOR DECK SKIRTING NAILERS -ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS,AND EACH JOIST SHALL ALSO TITLE: ATTACHMENT WRAP OUTSIDE FRAMING WITH BE ANCHORED TO GIRDER(S). (SEE DETAIL 1) ° SIMPSON PBS66 POST o BLACK FILTER FABRIC -GIRDERS FOR DECK JOISTS TO BE ANCHORED TO EACH POST WITH SIMPSON CONNECTORS. BEFORE INSTALLING SKIRTING -POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 10" DIAMETER CONCRETE PIER WITH F.G. BASE STANDOFF SIMPSON PBS66 POST BASE SCREWED TO POST+ EMBEDDED IN CONCRETE. DECK PERMIT 10"DIA.CONCRETE PIER l -CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW GRADE,AND CONCRETE PIERS ON FOOTING SHALL BE A MINIMUM OF 6"ABOVE GRADE. (3)#5 DOWELS @ -ALL HARDWARE AND FASTENERS (JOIST HANGERS, POST ANCHORS, MECHANICAL FASTENERS, PLAN + DETAILS o a 8"O.C.W/HOOK NAILS, SCREWS, BOLTS, ETC.)SHALL BE GALVANIZED WITH G-185 COATING OR BE STAINLESS STEEL. 28"X 28"'SQUARE Fool' -ALL DECKING MATERIAL SHALL BE 5/4 BOARDS ATTACHED TO EACH JOIST WITH CONCEALED POST FOOTING FORM FASTENERS. -INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, AND ADDITIONALLY AT 4'-0"OC ALONG THE LENGTH OF THE RIM JOIST. -INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DIAGONALLY ACROSS THE TOP OF DECK FRAMING BEFORE INSTALLING THE DECK BOARDS. -INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD DOWN STRAPPING AND H1 N HURRICANE CLIPS TO MEET CURRENT BUILDING CODES. SCALE AS NOTED - INSTALL GUARD RAILS AND HANDRAILS TO MEET CODE AND ADD ADDITIONAL BRACING FOR SECTION AB - TYPICAL DECK SECTION DECK SUPPORT + ATTACHMENT DETAIL STIFFNESS. DRAWN BY: AB Section Scale: 1/2" = V-0" Detail Scale: 1/2" = V-0" A.FOX D P2 CHECKED BY: J.PAETZEL DATE:2023.08.31 REVISED:2023.12.04 2024.04.29 SHEET OF 2