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Home My WebLink About50126-Z � t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY m � 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 #: 50126 Date: 12/13/2023 Permission is hereby granted to: Ferrara, Daniel ...___.. ..___ ._.............................. .. ........................................................__.. �. 3103 Fox Hill Dr Baiting Hollow, NY 11933 ITITITmmmmmmmmmmmm To: Construct a new single-family dwelling with a HVAC system as applied for as per Trustees, DEC and SCHD approvals. At premises located at: 1805 Laurel Way,mmMattituck SCTM # 473889mmmm Sec/Block/Lot# 121.4-24 Pursuant to application dated 9/25/2023mm m and approved by the Building Inspector. To expire on 6/13/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,270.00 CO-NEW DWELLING $100.00 Total: _..... $2,370.00 Building Inspector s' FBI .� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Y° Telephone (631) 765-1802 Fax (631) 765-9502 htti, :.//v,�w%v soLit1i 1dto____ . Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only OV PERMIT NO. 5DI a Building Inspector. � S�;�: 2 k.Z Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an "� iii? ,fit"° ' fmw PF7T. Owner's Authorization form(Page 2)shall be completed. 'T"Cr' Date: OWNER(S)OF PROPERTY: Name: i i -� SCTM# 1000- Project Address: Phone#: /cf - Email: Mailing Address: l �(� /j CONTACT PERSON: Name: Mailing Address; 0,4,,f7 Phone#: /t/ p� 2— Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: JCMc7A.) Mailing Address: &k bet 'ppJS I Vk 4�A-N Phone#: - \_ -3t 6 mail: DESCRIPTION OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑YesXNo Will excess fill be removed from premises? ❑Yes >No 1 PROPERTY INFORMATION Existing use of property: C�hrr � Intended use of property: t ... Zone or use district in which premises is situated„ Are there any covenants and restri tions with respect to this property. ❑Yes JWNo IF YES, PROVIDE A COPY. _.. _._... .. .m_. ® .�e�....�.,.....___._..._..-------- heck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): /�gNs� Q•b'-A ❑Authorized/Agent 96wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) ,V k "tL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 0 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ?,0 Ilk 'i;;day of ".' d _ _ , 20 0,, � - , I /"11j Notary Public ARL 0 MOVCRJE!rM= N d Public Statef New York °" tOCiP8 Qelifed in PROPERTY OWNER AUTHORIZATION ufi A ou Commission i M Y 26, �" (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. _.........._.. ............. .. . - .........� Owner's Signature Date Print Owner's Name 2 a Generated by REScheck-Web Software Compliance Cer ifica e Project 1805 Laurel Way Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,520 ft2 Glazing Area 11% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1805 Laurel Way Dan Ferrara Laurel, NY 11948 914-659-0362 danfer@verizon.net Compliance: 11.8%Better Than Code Maximum UA: 340 Your UA: 300 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Gross Area Cavity Cont. Prop. Req. Prop, Req. Perimeter Ceiling-Hot Roof: Cathedral Ceiling 1,431 30.0 0.0 0.034 0.026 49 37 Wall:Wood Frame, 16" o.c. 2,383 21.0 3.0 0.048 0.060 99 124 Door 1:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Door: Glass Door(over 50%glazing) 126 0.300 0.320 38 40 SHGC: 0.30 Window:Vinyl Frame 166 0.300 0.320 50 53 SHGC: 0.30 Wall-Partition: Wood Frame, 16"o.c. 219 13.0 0.0 0.082 0.060 16 12 Door 2:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor:All-Wood joist/Truss 1,280 30.0 0.0 0.033 0.047 42 60 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the,permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Well and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. , �� ,• 9/7/2023 Name-Title 'signature 77' Date Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Pagel of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. [F011]Z protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ............ 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. [F012]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 'Hi Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) pp Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .1D 403.3.7 Ducts declared to be within the ❑Complies Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building []Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the _ _..... ,403.4 HVAC piping Y 9 .�............._� R- ❑Com lies __ _....... [R17]2 above 105°F or chilled fluids R ❑Does Not Requirement will be met. below 55°F are insulated to?R- ,,, 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement 5 will be met. [FR2411 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable I403.6 Automatic or gravity dampers are _ ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)............137 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 5 of 9 Section Plans Verified [Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .I D 402.1.1, Ceiling insulation R-value. R R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]' Blown insulation marked every [:]Not ftz. Not Observable ❑Not App#icabVe 402.2.3 Vented attics with air permeable ❑Complies Exception: Requirement is [F122]2 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]' insulation all-value of the ❑Does Not adjacent assembly. ❑Not Observable _.... .w...... .....� ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI171' ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable .............__ .....�.. �_.. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air [F127]' determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total conditioned space. leakage measured with a []Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI4]' cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air ❑Not Observable conditioned space. handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. ....w. __....__... _....... ........ 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]' by manufacturer at<=2%of ❑Does Not design air flow. []Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 4 1].1 Circulating ms have automatic or DComplies Requirement will be met. z Does Not accessible manual controls. []Not Observable ❑Not Applicable 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Re .ID Value Value 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ..... 1 Hi � Low gh Impact(Tier 1) 2 Medium Impact(Tier 2) Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 9 of 9 ATE(MmDDNYYY) C CERTIFICATE OF LIABILITY INSURANCE 000921 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT.- N the cortificato(holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. ff SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rihts to the certificate holder In lieu of such endorsements. PRODUCERNens I Felicikla NA. E..._. .. _. Acrisure, LLC d/b/a:Atlantic Agency PHONE (631)244-77e4 � ,m ok 1469 Deer Park Avenue I CstN'anticagenc NORTH BABYLON, NY 11703 IN s1 FORDING COVERAGE NAIC 0 _.. ...._ ._. INsuRERA._ ...8.timers Castlal�irJlls __ 3 Z._ INSURED RIGOBERTO GALDAMEZ INSURER B . � DBA: R-GS CONSTRUCTION [NSURERc 86 MILL ROAD !!SURERD RIVERHEAD,NY 11901 INSURERE: ............ INSURER F: COVERAGES CERTIFICATE NUMBER: 00025728-235885 REVISION NUMBER: 12 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADOLi _ .................. INSYt POLICY EFF Y EXP LIMITS L TYPE OF INSURANCE In&WVD POLICY NLMMRMBER IM WMIDDIYYYYI A X COMMERCIAL GENERAL LIABILITY Y SKP 1000953 14 07/0912023 0710912024 EACH OCCURRENCE $ 1.000, 00 [� r $.......... 100,000 CLAIMS MADE OCCUR MED EXPO( An ons a person) $ 5,000 PERSONAL ILADV INJURY ; _ 1,A0%,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE 2,000,000 POLICY❑JPERCOT- E LOC PRODUCTS-COMPIOPAGG ; 00 OaOQQ OTHEP $ AUTOMOBILE LIABILITY Ma ED L ; ANY AUTO BODILY INJURY(Per person) $ ........... .......... ..........I OWNED SCHEDULED BODILY INJURY(Per soddent) ; AUTOS ONLY AUTOS — — •-- HIRED NON-OWNED PR� AUTOS ONLY AUTOS ONLY (P enD $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE ; DED RETENTION$ S WORKERS COMPENSATION R E ERH AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNER/EXECUTIVE ❑ El.EACH ACCIDENT ; OFFICERIMEMBER EXCLUDED? N/Ali (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,dersor0ao under . . DESCRIPTIONOFOPERATIONSbelow E.L.DISEASE POLICY LIMIT $ B Disability DBL625199 09106/2023 091OW2024 Statutory Limits DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 701,AddMoml Ramaft Schedule,may tw altatlrod I more specs k required) Carpentry(including carpentry finishing&Deck)/Sheet Rock/Interior Painting-DANIEL FERRARA is included as additional insured under General Liability policy per written contract.The certificate of insurance is subject to all policy terms, conditions,limitations,exclusions and language of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN DANIEL FERRARA ACCORDANCE WITH THE POLICY PROVISIONS. 1805 LAUREL WAY MATTITUCK, NY 11952 AIAOTN D T�RESNaN T1vo CS3 ©1988 Z0 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by CS3 on 09/08/2023 at 10:19AM NYSIF V,1cw Ycmk 511a0c inimilimince,N uunid PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A RIVERHEAD LIGHTHOUSE INC 221 WEST MAIN ST RIVERHEAD NY 11901 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RIGOBERTO GALDAMEZ SANTOS DANIEL FERRARA DBA GALDAMEZ R-G-S CONSTRUCTION 1805 LAUREL WAY 86 MILL RD MATTITUCK NY 11952 RIVERHEAD NY 11901 POLICY NUMBER CERTIFICATENUMBER POLICY PERIOD DATE 12382147-3 600186 02/16/2023 TO 02/16/2024 8/23/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2382147-3, 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:NWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 151629584 U-26.3 Advantage Title Agency Inc. hereby certifies to: TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1, 1955 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1955. The subject premises has been held in single and separate ownership since January 1, 1955 to date. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein, and knowing full well that said Board will rely upon the truth thereof. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. die Kathy Randazzo rr Executive Vice President Sworn to before me this "I day of 20� Notary Pukrlic . ALICE GORMAN Notary Public,State of New York No.01G06070980 Qualified in Stiffolk COU Title No.: SSA-484708-21 commission Ewpires March 11.20 Reference: 1805 Laurel Way, Mattituck Effective date: July 27,2021 at 9:00 a.m. 201 OLD COUNTRY RD,S TE 200 245 PARK AVENUE 2D WEST NIMN STREET r N E WTCWIN LA MELVILLE,NY 11,'747 � NEW YORK,N`(,L'167 � R W ERHEAD, NY 111901 0 EAST H."-NIPT0,N1, NY 1193'7 Town Hall Annex 54375 Main Road (631 Telephone(631)765-1802 t„. 765-9502 �� Fax ) P.O. Box 1179 Southold, NY 11971-0959 Po BUILDING DEPARTMENT NOTICE OF UTI LI TION OF TRUSS TYPE CONSTRUCTION. PRE-EN'IOINEERI D WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date; Owner: a :. Location of Property: . . Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) .. Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: �.. Name (person submitting g this form): �.,��..... �.vr.._v ._... ._�... ....... .. Capacity( eck applicable line): Owner _w _rITITmmm Owner representative TrussReg15.docx Effective 1/1/2015 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL. E VATIO Division of Environmental Permits,Region 1 SUNY id)Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov January 9, 2023 Dan Ferrara 3103 Fox Hill Dr Baiting Hollow, NY 11933 Re: Permit No. 1-4738-03634/00002 Facility: 1805 Laurel Way, Mattituck, NY SCTM# 1000-121-4-24 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Mary MacKinnon Environmental Analyst 2 cc: Bureau of Ecosystem Health, File a n t�twvrt�ae N.1?pN tnteart of 5'l,MYp d,1f l;1 ;. k2"I"ftl%f VFkl'!'W atviroarma':ntai J Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-03634 PERMIT rte Environmental Conservation Law (ITS L Permittee and Facifity Information Permit Issued To: Facility: DAN FE FERRARA PROPERTY 3103 FOX HILL DR 1805 LAUREL AYE CTM 1000-121-04-24 BAITING HOLLOW,NY 11933 MATTITUCK,NY 11952 Facility Location: in SOUITIOLD in SUFFOLK COUNTY Facility Principal 11cference Point: NYTM-E: 705.661 NYTM-N: 4539.4 Latitude: 40'58'47.5" Longitude: 72'33'19.7" Project Location: 1805 LAUREL WAY, MATTITUCK SCT #1000-121-4-24 FWW#mT-2 Authorized Activity: Construct new, 32'x40' single family dwelling with appurtenances (porch,deck, patio and gravel driveway). Install a Norweco TNT-500 Innovative Alternative On-Site Wastewater Treatment System. Establish a natural and undisturbed, non-disturbance/non-fertilization buffer and add a row of Ton center shrubs as the line of demarcation. All work must be done in accordance with the plan prepared by Jason Leadingham, LS last revised 10/19/2022,Norweco specifications by Norweco,all pages stamped NYSDEC approved 1/9/2023. Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-03634/00002 New Permit Effective Date: 1/9/2023 Expiration Date; 1/8/2028 NYSDEC Approval By acceptance of this permit,the pertuittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part oft is permit. Permit Administrator: S111"'RRI L AICHER, Deputy Permit Administrator Address: NYSDEC Region I Headquarters, SUNY(& Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 Authorized Signature: Date Pagel of NEWYORK S'TA'TE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1®4735®03134 Distribution ist I,3abitat File Mary MacKinnon Permit Componenbs, NATURAL RESOURCE PERMIT CONDITIONS GENERAL,CONDITIONS,APPLY TO ALL AUTHORIZED ED PFRMIT NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURALFollowing Permits: FRESHWATER WETLANDS I. Post Permit Sign The permit sign enclosed with this permit shall be pasted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement A.t least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification fora.certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Conformance Witis Plans .All activities authorized by this perinit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by page one by Scalice Land Surveying last revised 10/19/2022, Specifications for the UA O TS by Norweco, all pages stainped NYSDEC;approved 1/9/2023. 4, No Disturbance of Vegetation No disturbance to existing vegeCation may take place beyond.the, Limit of Clearing, Grading and Ground Disturbance as shown on the approved plan. 5® Natural Area Protection A row of shrubs placed Yon center rust be planted along the Limit of Clearing, Gir ding and Ground Disturbance as shown on the approved plan.This row of shrubs will function as a permanent line of demarcation creating a boundary between the developed area and the natural area. 5, Seed, Mulch is ur e Areas All areas of soil disturbance resulting from this project shall be seeded with an appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration of the permit,whichever is first, Page 2o6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03634 7. Temporary Mulch,Final Seeding If seeding is jinlir,,icticable due to (lie time of year,a ternporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weattler conditions favor germination and growth but not more than six months after project completion. S. Minimum % Vegetative Cover Suitable vegetative cover is defined as a ininimuin of 85 %area vegetative cover with contiguous unvegetated areas no larger than I square foot in size. 9. Silt Screen Prior to commencement of any construction activities,a continuous line of silt screen (maximum opening size of U.S.Sieve#20)shall be staked as shown on the approved plan. I 0e Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground. i i. M aintain Silt Screen The scmcn shall be mainlaiTIC6,repaiyed w16 replaced:as ofterl as wmcsssary to ensure proper runction, until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 12, Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be ininiediately and completely disposed of on an approved ut,,fland site No khmi WO feet any re' Ulawd Vrei"'hwater wetumd. Thetriaterials Aiatt be so as not to re-enter any water body,wetland, or wetland adjacent area. 13. JMqUipnit'110401-1)gC 100' born Wetland,Water Body All equipment and ninchinery shall be store,d and skifuly ��,:on(ained greener than 100 feet landward of the regulated wcdand or water body tit the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 14. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 15. Authorized Innovative/Alternative site Wastewater Treatment Systems(I/A WTS) Septic Systems This permit authorizes the installation of-any models of I/A OWTS septic system which have received the approval of"the Suffolk County Department of Health Services(SCDHS). lfSCDHS rescinds its approval of one or more of these models during the term of this permit,DEC will no longer approve new installations of that model, The list ofl/A OWTS systems which have received approval by SCI)FIS are found on the Suffolk County Website inider the Reclaim Our Water- Homeowner section at! Overview of Provisionally Approved Technologies. 16. Maintenance of Installed Ire no-vativeiAhernative Onsite Wastewater TTV-AMe"tSYSte1n5(1/A S ( WTS) The permittee must maintain,service and repair the installed I/A OW'FS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 17. Runoff and Discharges Directed to Drywells All roof runoff and/or pool discharges shall be directed to diywelLs kmated greater than 75' Timm the wetland boundary. Page 3 of 6 NEW YORK STATE DEPA RTMENT OF ENVIRONMENTAL CONSERVATION me Fneilky DEC ID 1-4738-03634 18. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this pemait, sh,-di be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 19. Area Planting Specifications The non-disturance,non4 rtilization buffer area shall be maintained as a natural area and remain undisturbed as follows : as shown on the approved plan. 20. State Not Liable for Damage The State ofNew York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from,any such damage, 21. State May Order Removal or Alteration of or If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structurt'd work,obstructions, or hazards caused thereby without expense to the State, and if,-upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification a F the watercourse hereby authorized shall not be completed,fbe owners,shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse, No claim shall be made against the State of New York on account of any such removal or alteration. 22. State May Require Site Restoration If upon the expiration or revocation of this permit,the prQject hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may laixrfally require.remove all or any portion of the uncompleted structure or Fi I I and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 23. Precautions Against Contamination of Waters All necessary precautions shal I be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 6 NEW YORKSTATE DEPARTMENT OF ENVIRONMENTAL CNSE VA'T9 N Vaeility DEC ID 1-4738-03634 _GENERAL CONDITIONS - .Apply to ALLAuthorized Permits IT 1. Facility sectio y The Department The permitted site or facility,including relevant records, is subject to inspection.at reasonable hours and intervals by an authorized representative of the Department or Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SADA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced Maps,drawings and special conditions, must be available fur inspection by the Department at all times at the project site or facility. Failure to produce a.copy of the permit upon request by a Department representative is a violation of this permit, 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or detennination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewn1s, Moditientions or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for per,nit renewal, modification or transfer are to be submitted to-. Regional Permit Administrator NYS EC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,h Yl 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit it ific io s, Suspensions a ev oca io s by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the pe nit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c° exceeding the scope of the project as described in the permit application; Page 5 of NEWYORK STATE DRPAIUMENT OF MMONMENTAL CONSERVATION Facility DEC 111'1-4738-03634 d. newly discovered material inforination or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Fnvi-ronmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition, Applications for permit transfer should be submitted prior to actual transfer of ownership, NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ——---------= Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies,expressly agrees to indemnify and bold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does riot extend to any claims, suits,actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for in-forming its independent contractors, employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the pennittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Eaw as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. to D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work not does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Page 1 of 13 SSA-484708-21 Advantage Title Group Agency, LLC hereby certifies to: TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1,1955 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1955. The subject premises has been held in single and separate ownership since January 1, 1955 to date. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein, and knowing full well that said Board will rely upon the truth thereof. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00)for any reason and no policy of title insurance can be issued based upon the information contained in this Certificate. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE GROUP AGENCY, INC. riOnny Hall §VP/Underwriting Cj4nsel Sworn to before me this day of <,'m, 20,E , LICE G�Rrs1AN A Via" S ate of Na-vv York Notary Publico o15 o Sees 1 c 4,a af:r9a cat�t� rat4rw9t.M1tima.C?Nyy, we °,ro-asCYx'�, ;=� Title No.: SSA-484708-21 Reference: 1805 Laurel Way, Mattituck Effective date: September 29, 2023 at 9:00 a.m. all /'y. t t rµµrN 7�µi9F r('ri lif prr r >a r r Aff fi 1 lr fy17e-.. r s G,rrrr? �r if` r(i J��f�r1M SII ✓' / x'' aiy rl M I�d <,M � Nj... k "2;r 1+ ^. ,;, p,j�l / 1 , Jµ d, 10 r dp bi r/' t`'., 4 "f �»;µ y n i /,µ s*"µu 3fi µµi-MVr //i "^�., y ✓/ra I r � d/ y 6 1 y �. H%" r ✓1 ` ,!✓ sy % r �✓r r s .,.�..—...�.,. .. _.,,�.. „ .... ,.....tee . .. „.-., _,,,,m„ ...... BOARD OF SOUTHOLD TOWN TRUSTEES �r �� SOUTHOLD,NEW YORK r , , f PERMIT NO. 10447 DATE: AUGUST 1.6 2023 ISSUED TO: DANIEL F'ERRARA& JAMIE SCHWA TZ r q PROPERTY ADDRESS: 1805 LAUREL WAY �TTITUC' 6wtiJ' n IQ, , SCTM#1000-121-4-24 r' '`V1r AUTHORIZATION 1 �r ��N��r�> o ,ai��ti✓�� arNfi Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting head on Au ust 1 and (1.4Q aid by Ferrara in consideration of application fee in the sum of 125� p ” y rrara jam ch�vari and subject �,��', � b to the Terms and Conditions as stated in the Resolution, the Southold Y Town Board of Trustees authorizes and permits the following: ��y� ' r' " r Nibs Wetland Permit to construct a proposed 321x40' (2,169sq.ft.)two-story,single-family dwelling, � a raised 10'x40' (485sq.ft.)seaward side deck with 10'x40' on-grade concrete patio under; an 8'x12' (96sq.ft.)front porch; install a new UA OWTS system; install shrubs along the"Limit of ,: r �' » ' Vy Clearing,Grading and Ground Disturbance line located f5 seaward of proposed patio in keeping with the natural landscaping; install a 601xf12' (f755sq.ft.) gravel driveway; and to 9 " remove 9-10 trees due to construction or dead/damaged;with the condition to establish and perpetually maintain a non-disturbance buffer seaward of the limit of clearing,grading and �; ground disturbance that is 6 ft.seaward of the proposed edge of the concrete patio; and as r WZ2., �' " M,N, f depicted on the survey prepared by Scalice Land Surveying,last dated June 19,2023,and �w �' stamped approved on August 16 2023. " `reM a� JwBIIaflr��: IN WITNESSWHEREOF,. the said hoard of Ti hereby causes its Corporate Seal to be affi edand �� " �� r " these presents to be subscribed by a majority of the said Board as of day and year first above written. TR P�EDN PPP?p,, �.......... 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FIND 0 I.P. /I.B. SET CRESCENT WAY *\0555 SPOT ELEVATIONS cQ) UTILITY POLE °' >— GUY WIRE o UTILITY POLE W/LIGHT �� (LAUREL WAY) j LIGHT POLE (25' WIDE) SIGN I FIRE HYDRANT FAWMEHT POLE STOCKADE PVC FENCE (PVC) / I ��°-��^ i STOCKADE FENCE (STK) / I � '�� —2t.f > —X— CHAIN LINK FENCE(CLF) !_ 110 —_— WIRE FENCE > 42 � S + ® MANHOLE i iILCO- + 55.28f f ® "A"-INLET I 1 3@ a- DIAM J( 2 ® "B"-INLET I 1 U AdNG MON /f YARD INLET EXISTING ® YARD INLET O + + O SEPTIC SYSTEM EXISTING 0 71 A/C UNIT WELL / I I u fl © ELECTRIC METER / I SAMPLING T e 4 p GAS METER / I PC%tY # 1 NEW NORINECO � � 1 / o I m t TitTa- w. 1 WATER METER � GAS VALVE 0. / Q I 0 ' WATER VALVE / 1 l tD . aD # TEST HOLE // Q 11 C ACI( LK� - 1 TREE SHRUB / 1 + ! BOLLARD ALA cj0 ] . WETLAND FLAG / 1AN D.C. DEPRESSED CURB 1 I FE. FENCE 1r I MAS. MASONRY PLAT. PLATFORM 7 yIUB T I W.W. WINDOW WELL +` I B/W BAY WINDOW 1 k� C/E CELLAR ENTRANCE LAND N/F 0/H OVERHANG NANCY ESHELMAN I 1 q- R/0 ROOF OVER TAX LOT 23 I •d 16i R EAMILYpE SWOLC IDENCE CANT. CANTILEVER PROPOSED I [ 8 / 'm,� I G.O.L. GENERALLY ON LINE WA i t " �' I ® CROSS CUT I n S �, O A STAKE PROPOSED I� I I r G I + 0/L ON LINE PROVIDE HAY BALES AND "Z11. + + p SILT FENCE AS SHOWN FGR 1OVER I PROPOSED EROSION CONTROL 66" t PAT10^ P I yap BUILDING COVERAGE I tw 200' ` j MICHAEL D.LAND �R LOT AREA ] �Own / I I `5� TAX LOT 25 19,538.20 S.F. = 0.45 AC. PL ft VETasnNc / .•, �• .+• •` BUILDING = 1,280.00 r� .e _ �, I , SEPTIC SYSTEM _ C 1,280.00 S.F. = 0.03 AC. [ Sy 7% LOT COVERED PROPOSED ` ; :,: � ,•` PIPE LOT COVERAGE 1 OX # LOT AREA 19,538.20 S.F. = 0./+5 AC. .. � .j1' BUILDING = 1,280.00 _ +- DRIVEWAY = 755.87 DAN►I F�AR?i �r DECK = 485.36 RET APPROVED BY E L�- PORCH = 96.00- +�,� ., '; 2,617.23 S.F. = 0.06 AC. 13% LOT COVERED BOARD OF r RUSTEES TOWN OF SOUTHOLD TEST HOLE DATE A(/6>�S7' NOT TO SCALE BROWN SAND ;� �•. - I I , LOAM OL 2• PALE BROWN FINE TO COARSE SAND - _ WITH 1096 GRAVEL a, (SW) F IWO`s ar�6 LOT AREA T M DRWN USAND 139• 19,538.20 S.F. (SP) NOTES: TAX LOT 11 0.45 AC. LAUREL LAKE 1. PROPOSED FEATURES PROVIDED BY OTHERS PROPOSED 2. NEIGHBORING SEPTIC/WELL LOT CLEARING AREA NO WATER ENCOUNTERED LOCATIONS PROVIDED BY OTHERS IVE 19,538.20 S.F. = 0.45 AC. McDONALD GEOSCIENCE 3. WETLAND LOCATIONS PROVIDED - 9,025.91 S.F. CLEARED - - 04-09-02 BY OTHERS 46% LOT CLEARED GRAPHIC SCALE 3 R $ 06 19 2023 ADDED DRYWELL & DRAIN LINES JTS JDL 30 0 15 30 � � 7 10 19/2022 ADDED REQUESTED DIMS JWC JDL _6 10 12 2022 REVISED LCGD LINE PER TOWN MARKUP JWC JDL SoDthGldToulD 5 08 18 2022 REVISED SURVEY TR JDL 4 03 22 2022 REVISED SURVEY JH JDL ( IN FEET ) Board 01 Truste3 03/21Z2022 REVISED SURVEY JH JDL —2I03/16Z20221 PROPOSED ADDED JH JDL 1 inch = 30 ft. I REV I DATE IDESCRIPTION BY CHK OF NES EA 0 __, SCALIC SURVEY OF PROPERTY 1805 LAUREL WAY land surveying SITUATE mslandsurve com P:631 -957-2400 viLLA�E OF MATTITUCK • - � � Y• TOWN OF SOUTHOLD C5073co DR.:MC I REW.:NB SCALE: 1" = 30' SUFFOLK COUNTY, NEW YORK AND TAX MAP NO. DATE SURVEYED:02/25/2022 JOB No.S22-0469 1000-121.00-04.00-024.000 11E Ax:;To-7AS AL fir.AIM TO TK tDom__._.._.USU ON> W.( VE 1 {S}TUE> � � AM W&Wn A dim.F W 0KRO.a.MOM i=OR ARE`> M MT C`mama 83' �.[g)'€�F$�{'ki. �fi M TG - 1� A 0 0 TO OF�. -MPLa",g t.ft=- rsMM TO MY CF .C7}--. �T�MW or rn&Mff. rAS RMLY WAS MFOWM*MH A_%'MM MUS 30 ROMM TM SF (9)TK OF MWM OF rns.+z WO V-10W "_OF FZMFA-W res.NOT SWM,,N WT (101UMTrOS akM=TO AW SUM OF FXM*MM M dW--,0-VA€7U WUNOW Wf MMOM 124,611/9 DeWell/mprO�ed 'Well over 200' from GROUND EL 29.3• docs/ ep well; Proposed Se tic P p 2.0' BROWN SANDY LOAM (OL) _ PALE BROWN FINE TO COARSE s SAND WITH 10% GRAVEL (SW) , J, Y o p r a'• 'y no TM PALE BROWN FINE TO MEDIUM Am r '+ ��_ 12.0' SAND (SP) PVC wt W* NO WATER a 3o•®o mune e r l i twt well V cp / '/ a @p P , '" TEST BORING F> / a d nt a / I q @ DUG BY: MCDONALD GEOSCIENCE 4/9/02 aeo'wcr+[ °01 0 @ /. ,✓ CI'S4F1C@�16E' 30 ✓ � ""'@M� ak I��,. �/ x"10 � �Y 0 CLEANC T w r a< r•m Woe WL-// PLEASE OTIC jto ro ,nitardistance between all *L- Water supply and sewage disposal facilities. W Lens vent r n leel e d z 8 "r ,y' d Cover Notes: W 3 z c "e 1. All at grade covers shall be locking covers. U NE�/ ¢ a o - ; �` / 2.Any Cover that weighs less than 60 lbs shall SC If r r4 W �,,. r ua a. r� e / have a secondary safety lid. -a ell• �, � � Sanitary Notes Q W00 1. There is no public well or sewage system within 500'„ w / °SAX` T�d9 4 +T 77006 ram 2� '" 00. 1 2. All surrounding improved lots within 150' are on active wells. o,:4 F Revised a approved: 7/18/23 x it ® 1/11/24 Aa F _ sPTPb �EPARPVNT OF �SUFFOLK OOUNSERVICES t PERMIT FOR APPROVAL OF CONC'PRUCTIo DN FCDR A - – M ��s Flni�hedc aM, IINGLIE FAPVR.-Y PIESIDIENCE ONLY .76 Concrete Cover ch ney 1/11/22 � F, d. Drop FF Elev 30 Install Secondar Safe Gover et APPROVEIL CI @vlin.4 Da Approved Ex Grodq� 28. Y }� Pipe Pitched l/8 per Ft 11 U8 tqq�, Cover EL 27 r ll µ. IDROOMS ...,. ._,. Y� — rade 27 m... Ex.Grade,m _N z s E o N o ^1� E OF IF�6�� 6`ti� _ n. Leaching 5ectionz a ... .. R� ��F�R ��0 If�P�T Outlet Invert EI 2 .G d Co"mnr w Water l�ines must be" � i P tedc n m In`¢rd lrv�re' ur,er Gnwere �W O. EI 24.65 EI 24.15 nlet Invert EI 2�1G z IIS r ro C 3Calill � 1, -5754, 48 hours in , 1',, . 6 nrn,Pereerat on� u �"i « t c�'m l hi,,ts i IIrt( W �'WO NAME,7 L�'1 IntoAYrgn5trata 6ackFill nlateralTobeClea-9-1AndGrave PLOT Of Sand And Gravel LEACHING POOL DETAIL Profile5cal"I.8" Design Professional's Certification Required. PLAN Submit P.E.or R.A.Certification For -6md Rai Scale 1/8"= 1' The Installation and Construction of the Sewage Disposal System P_1 Use Form WWM-073 PAGE 2 Of 2 4"VIR 4"VIP, Roof Prop. 2nd Floor Bath Prop.2n6l Floor Master Bath 2 2" W.C. tub pl Prop. 2nd Floor 3" 61, 21144" Prop.1ot Floor Master Bath 2.. Prop.lot Floor 1/2 Bath 2" LAV W.C. "Prop. Kitchen Sink W. Prop. 15tFloor 3„ 3.. 4" 4" 2" W C "Prop.Slop Sink Prop.Basement Floor 3" 4" To Ex.Septic System f lumbing Kioer Diagram N.T.S. NE 0 Plumbing Riser Ferrrara Residence 77006 Laurel Way, Laurel, NY FES IONP�' Prepared By Tiderunner Engineering & Design, PC r � l F 0} O Z O• y O Oy < r m PL IL I < F I � Z O V O p I W z W o �? w cn U o z xw � � " aa vaa FE-1 nn zW I b z3 o �W � 00 uzCd Q o � Front Elevation M o o ti y � N Z c c 3 c SCALE: 1/4" 7' 1E0 p 4�r t 77.05 DWG.NAME: TRIANGLE ANALYSIS DWG.NO.: A-2 PAGE 3 OF 9 b 7 } 4 s f� F r �y 0 Z• a yo oN _r 9 F as Z F J 0 z 0 I ' V 'i 0 w Front Elevationz o W rn _ � W I E rnU 0 w z z C14 w } o lull., W Rear Elevation Q wQQ z w Z � w °3 �w aZ V m Q 0 o y � z 9 N ❑ � ., J o i ❑ ❑ N C JI III � i 3 o z C C i i d a 3 e c I i SCALE: Elm= ~ !o CEO _ J r t ]7006 5-o-y Ca'Na'n� ��fFS510N� Pe-rne•er ofHwse 144FT DWG.NAME: ELEVATIONS w/6 f a-mo-e aowe grade 61 FT Right Elevation Pe•ce r 6 F Mo-e DWG.NO.: 6//144 42.4% LeFt Elevation A-6 PAGE 7 OF 9 r -L4 -e2A,5s BUILDING DEPARTMENT D T : 0C ABBRE=VIATIONS Classification/Floor Area ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Floor Level Existing Proposal Total ACT ACOUSTICAL TILE MAX MAXIMUM Cellar (Finished) AL ALUMINUM MIN MINIMUM j O O O ALT ALTERNATE MRB MARBLE _U AFF ABOVE FIRST FLOOR MS MARBLE SADDLE u 1st Floor " m 2nd Floor ASF ABOVE SUBFLOOR MTL METAL VJ A.S. ALUMINUM SADDLE NA NOT APPLICABLE Q u- Total O O O a ' A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT B.C. BRICK COURSES NOM NOMINAL �µ � � Garage 500 SF 495 SF 495 SF BD BOARD NR NOT REQUIRED BOT BOTTOM NTS NOT TO SCALE a y Alj KEL WAY BLDG BUILDING OC ON CENTER il_ Q Front Porch CBB CEMENT BACKER BOARD OCC OCCUPANTS) LAU ;.• Rear Porch o O CL CLOSET OH OVERHANG Decks 0 'y"". `5: CLO CEILING PART. PARTITION O O ' CLR CLEARANCE) PC POURED CONCRETE COL COLUMN PT POINT CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TIE REQ. REQUIRED OZ CJ CEILING JOIST REV REVISIONS) o CANT CANTILEVER RM ROOM �� ~ CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER X U DIA DIAMETER R/R REMOVE AND REPLACE CRESCENT WA Y 0) o z DIM DIMENSION SEC SECTION \� (n O DR DOOR SF SQUARE FEET �\ O DTL DETAIL SIM SIMILAR W DWG DRAWING SQ SQUARE ��\ (LAUREL WAY) U DN DOWN STL STEEL T Q >, EA EACH SD SMOKE DETECTOR "-,_ _ (25' WIDE) EL ELEVATION STD STANDARD EQ EQUAL TG TOP OF CURB I ,, EDGE OF PAVEMENT S, UTILITY 8301.2.1.1 2020 Residential Code of New York State EX EXISTING TEL TELEPHONE '-- I POLE DE I ( ) EXH EXHAUST THK THICKNESS / 1 � hf � __,-'- -, --►21'7, / / i tet ' I / a 11.6 / Desi n Construction in regions where the basic wind speeds EXT EXTERIOR TOS TOP OF SLAB �,1 Design Criteria g P EF EXHAUST FAN TX TOILET EXHAUST + o ry -�: r �' // exceed from Figure R301.2(4) equal or exceed T 1 +s. �ILCO-4' �6 1 2✓ 00 `.E, I '28'" �, 1 /' / 130 miles per hour shall be designed in accordance Z EW EGRESS WINDOW TXF TOILET EXHAUST� FAN I ! � ��' _ �5•,28�€ _ g,� 1 � y with one of the following: � FC FIRE CODE TYP TYPICAL FND FD FLOOR DRAIN TEM TEMPORED I I (1)8' DIAM X/12' f ; p FIND / I I MON DEEP LEAC I'NG fj P` j I MON / Plans have been designed F" FIN FINISHED) TEMP TEMPORARY I POgL y 1 I I / in accordance with: 2020 New York State Residential Code FLR FLOORING) LION UNLESS OTHERWISE NOTED �P^ / t 50% I I / EXISTING FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD EXISTING / +1 +\ Ca// }I EXP, SEPTIC SYSTEM ZLL O PROPOSE 1 I I / CLIMATIC $. GEOGRAPHIC DESIGN CRITERIA: (Table 8301.2(1)FT FOOT(FEET) WC WATER CLOSET I / I Q O FJ FLOOR JOIST WR WATER RESISTANT / \ / SAMPLING 1 I I 1 I ^ U GA GAUGE / 3 I 1 1 `I 1 / GALV GALVANIZED PORT 1 4 1V i ^ / Exposure Category: g Q Wind Ex a 1 NEW'NORWECO ti( / O GFI GROUND FAULT INTERRUPT / 1 D` , �r \ SINGULAR t �0 o � ao TNT-500'\ o 1 O / v Ground Snow Load: 20 PSF GL GLASS l Q I J `D �GREENI SYSTEM ° 1 C1' / 3 Wind Speed: 130 mph 3 sec Gust w "x GWB GYPSUM WALL BOARD / a I �• O`: 1 _� N t T,I 1 U H / 1 J O 35 RONT 6UILDING . 1110 fastest mile HC HOLLOW CORE / Q 1 tCV \SETBACK �t ' Special Wind Region: NO fr / e'r °// 2' S�s�EM VENT\, ` I W'indoorne Debris Zone: NO Q � HDW HARDWARE l 1 a� i �/ i Ntt °, a ., I w HM HOLLOW METAL I + `�/ ttE INTO SA TARY VENT HOR HORIZONTAL J 1 + / /t + T MUST FP. EEVED '' t t I Se smic Design Category C C HP HIGH POINT / 1 �/ ALARM �C O THE FOUNDATI INV PIPE TF ai HT HEIGHT / / J CO TR L / HVAC HEATWG/VENTILATtON/AIR CONDITION ! >JN L 1 _ I , ,� I I o o V'ea~irerin �., w / r ce I` _ g Severe IN INCH � 1 g rj lk^ PORCH �� o I J U Frost Line Depth: aro inches Q INT INTERIOR ah /` 128} l 1 t t��, I ¢ + 1 ,\32 0 a } Termite Infestation: Moderate to Heavy INV INVERT 1 // TEST+�� 20';0 ` I ¢ Decay Probability: Slight to Moderate w JT JOINT 1 1 //^ =HOLE 1 �1 �4 } I I Prop.B' Diam KIT KITCHEN 1 ° Cb t 1 I Drywell Uj w LAV LAVATORY ;i LAND N/F /I t �, SSE NOP Winter Design Temperature: NANCY ESHELMAN , /: + rf ,° �o a0 0� Ice Shield Underlayment Required Valleys and Perimeter TAX LOT 23 Flood Hazard Exempt 1 e I /�16 � `�,__ � PROPOSED�"SINGLE ." I 1 FAMILY RESIDENCE�i +; Air Freezing Index 5J9 PROPOSED W \ / 8,0 !K� `.//ISE I w 1 ATERLINEI -.". ~^ Mean Annual Temp 51 �. N cz". PROPOSED WELL I J � �ca � '� 32,0' /� '''� I ti'I`k EXISTING ' '- s TFNID ++ , WELL MIN. DESIGN PRESSURE DP RATING: PROVIDE HAY BALES AND /`'2/ , +,;,< :' POSED ,y r + ['MON IO SILT FENCE AS SHOWN FOR I 1 RAISED DECK ,,�'� +� I Wirdows ZONE 4 DP 25 EROSION CONTROL r�5� , VER CONC, PATIO I> 'I I.; I hti Doors nl ZONE 5 DP 30 I 20.0' I + LAND N/F �, ZONE 1 DP 25 U Z UM1.j OF 6 r� EL NY ARlNG",CR41}jNC' \ I MICHAEL D. RYAN 5 nl zoNE 2 DP 30 w I1tVD•'G OUND.DISTURBA• _ " ,• `SHRUB$. NCE' .• I TAX LOT 25 s �; zoNE 3 DP 30 Q a 1 Q/. E PLAtD'3'.-3'.-,ON CENTER i '�. I Y 6 I 41 y ZONE 1 DP 20 EXISTING V�CI / - '..;t •. . ;::f + r ' "i'�.::s' I x� cv ZONE 2 DP 45 S SEP11C SYSTEM �?' : '��. .� 11 "f •. �. IUJ Legend OCT;( CO + g �' .'0.3' ��' 'ssf .�M." / CONC, CURB ZONE 3 DP 45 1 ns Existing Walls to Remain 0 C., ' i' •: • . , i r`•z rr �. Zone _ fn R E IA zi Existing Walls to be Removed r - - - - - ;.. : */�- /�"' .:•. ,:': r.W k= .:• a lam' .•;,' a ' .�,. /: ./41j ./ • ,. r".. 7• [ �.: / /• �. s' o' _�j FND New Walls and Partitions ' o �,, . f� ��.. ` • ":. "��¢ Q o .A .. PIPE . � '1d -. Insulation S� ..�•�• ,�• ..•///.: � ..�� `�'' ':•f�'�'p. .%,�" ,%•�Q.,r''. z/.: a,r.-"�� '• ._ � _w,:' r i . o. ;•. :` / p: _ '� WALL _ z Door + / •�' �i��,,,.� �.,"� .��, *hid./A.il��,.g�•�� .,• .. ,a'.�. °• .J//.N,O. �sv,.-.�0 7.1' IC1'IJefY+4"1C � _O �AlvL7 .#�/F /✓ ,N�• w,,. 'y ;". <dk.'.• ..:",2'. 'y a'+'.' 3£ `., .. •�...,""`."`� 'Wali � zone' • $�AN I Ek. FE R-�R-A RET, Edge P t€C Window --t��r— ... , '" ice `:ry'> ' . of wA� a I . It' W g� .�•,.' fiAXC3a .� :� ,r" '' c • . ., . .p Zane Structural Beam _ � "r :% � -mss•' ,: ��\��° ,. + v7' !� Table 8301.5 FN . • �' �e, ;. ..� Minimum Unlforml Distributed Live Loads: OH }}*..T'• . /• �. ✓••b• '},...'"./,' .J�,P";d..• J/. r'.%'. j.. �„✓" •�"�' ..jar,../.j: 4.�i .r rr�-� Outlet ..^" % /.,.•.,i' .�'"", ,.' % ,•••,.r r,'`' r,,,!' '"�''�1:•%/"". •;,.r�..r S— C`J �� .•�,. _,..�..-- LIVE LOAD DEAD LOAD L u' ! `' ' "' Exterior Balconies L 60 psf 10 psf N GFI ,.,�- ,� .. �„� �,.,� '.�,� .�,.: •�,.:� • ��o�, •,��,., �,� .. o � /- `^"�' :�• '•. Decks 40 psf 10 psf Outlet GFI . .•�/, e• e� ',. Y o W U :« : -:r::" - ;:'�� - + 6 o Possanger Vehicle Garages 50 psf as per plan -' /10 " CV w W �•+ � Switch „,�. - % � � ATTICS without Storage 10 psf 10 psf c'` ' "• '`� .' �`' ATTICS with Storage 20 psf 10 psf 0 3 q z . .�_ �• 9 GellingFixture 4Y .,: . ' . ,, ��:, ' :,� .•' ` d .- ... W 3 ;� �r ../ + �%:r Plot Plan based on survey by Scalice Land Surveying dated 2/25/22 ROOMS ether than Sleeping Rooms 40 psf 10 psf C1 ¢ /” ' ' ' . . ; • .. �" / .. . .,.•:10� - ' Slee In Rooms 30 ¢ 3 x x and last revision dated 10/19/22 P 9 psf 10 psf w U �1 r-1 U Exterior Fixture L- • • ' / '�' '' �+ ' SCALE: �^ .��•.. •p^".�": ' �•:,'�. /R�' � /�°' > � ...�alrs 40 psf 10 psf •,:� ,• .. �' •• •��,.� �:, � • .pP�' O Guardrails and Handrails �` :�;=� •,� • .�:• � /-° :�. SN P�` S 200 psf 10 psf Smoke Detector O 4j " �•` 12 sf for Attic �% O,p�O EcO�R� P pN0 0011 R��G Live + Ground Snow LoadJ P �,Q E �J R OP SN Z E� 20 sf �, /, s / l y5 uN P� o o�� P 15 psf for Cath P CO Detector O E 0 S� E� N9 Moo �`� o� /2 G�EOI0 P�(iONp(EO, ALLOWABLE DEFLECTION: Table 8301.7 r / P acP •n0 G O Vent ® , l� 100 S\oa O* Structural Member Allowable Deflection Rafters having slopes greater than 3/ 12 with no finished C� Vent/Light _ _ �jg ' ceding attached to rafters Liao E`�A 77006 Ceiling Fan TAX LOT 11 '��FESSION Interior Wails and Partitions H/180 DWG. NAME: LAUREL LAKE Floors and Plastered Ceilings L✓360 �O� /C� All ether.Structural Members L✓240 �/ G Exte-lor Walls w/plaster or stucco H/360 SHEET Plot Plat Exterior Walls-Wind Loods(o)w/Brittle Finishes L/240 Ly Exterior Walls-Wind Loods(c)w/Flexible Finishes L/120 DWG. NO.: N "� :W SINOL rVAM1 H mt: Note: L_ Span Length H= Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the cool Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 0 GENERAL NOTES FIRE/SMOKE DETECTION TABLE R402.2MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALL/WINDOW AIR SEAL d TYPE OR LOCATION OF CONCRETE CONSTRUCTION a.ALL CONSTRUCTION TO CONFORM TO ALLSTATE AND LOCAL CODES. a. 1 INSTALL SMOKE& CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MINIMUM SPECIFIED COMPRESSIVE INSTALLATION @ 16"O/C M b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENGTH.(f.) LSTA24-980 lbs. UPLIFT ° o0 CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN a e. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) weathe^ng Paternal b ACCORDANCE W/ 8314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/8314. a M d. BUILDER TO CARRY WORKMAN'S COMP. INS, IN AMOUNTS AS REQUIRED BY LAW. c.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate severe ° ° a ° ° e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basememesal's,foundatonsandoher,oncretenWexposedtath.weaffie- '<A >'n. ° ° - f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REI�UIRED BY BUILDING2500 2,500 2,500, 'o ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Bosemert slobs and Interior slabs an grade,except garage fico-slaps 2500 2,500 2500, `2 GYPSUM BOARDAS AIR BARRIER g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. {QIP d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING o h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO Basement wads,foundation walls,exterior walls and other vertcal concrete work-cored to the weather 2,500 3,0006 3,0006 S.S.P. CAPS - KLCC SERIES CONTINUOUS BEAD OF SEALANT BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. 16d NAILS ALL HOLES i.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porches,,amort slabs and steps exposed to the weather,and garoge floor slobs 2,5oo 3,000d 3,500. CONTINUOUS BEAD OF SEALANT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. j. DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. CONTINUOUS MINIMAL EXPANDING FOAM AT .�„, •.- •� " OF NYS, WFCM 2018&AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For 51:1pound persquoreinch-6.895 kPa. TYPICAL FRAMED OPENING WINDOW PERIMETER c.ALL WIRING TO BE MIN. 14 AWG. d. CONVENIENCE OUTLETS TO BE 18" A.F.F. UNLESS NOTED OTHERWISE. a.s ens h o 28 da psi. :yam; t 3-NAILS METAL STRAP CAP �.'.,;•:�,, ,. SITE NOTESe. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Table 8301.20)forweaffiering pctenhal. AT6'O.C. PLATE f " ° '.. f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. OVER HEADER TOPrcWINDOW UNIT AS AIR BARRIER o.Gorete in heezn hese locators that may be subject to frg and showing dunng construction shall be air-entrained concrete � CONTINUOUS MINIMAL EXPANDING FOAM AT a. PITCH GRADE AWAY FROM BUILDING. g ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST n accardanae w�Footnote d. PLATE WINDOW PER b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be no'less than 5 percent or more =�€ C.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC.SEE SECT. E3405. than 7 percent. I BOTH d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. coNrlNuous BEAD OF SEALANT e.See Section R402.2 for maximum cementrious matera's content. FOR 2 X 6" SIDES SHALL BE REPLACED AS REQUIRED. LINTEL LINTEL (` £For garage floors witfi a steel troweled finish,reduction of the total or content(percent by volume of concrete to not less than /'� USE SIX < _+��;• e.ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. 3 percent is permitted if the specified compressive strength of the concrete is increased to rot less than 4,000 psi. ATTIC EAVE AIR SEAL 3"NAILS o °° MEMBERS CONTINUOUS BEAD OF ADHESIVE EACH END, EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR 2x a" °o TREATED SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL TRIMMER a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF& FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS; MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INXLATION USC EIGHT °° STUDS CONTINUOUS BEAD OF SEALANT 10 SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM 3"NAILS °° l b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD SIDE. CARE SHOULD BETAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING EACH END ° TREATED L ^" MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY, NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND / SILL PLATE C MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. PRESSURE (pounds per square foot 3'NAILs CONTINUOUS BEAD OF SEALANT ALL BATHROOMS AND MECHANICAL ROOMS. INS ALL V RIGID AT 121,O.C. TREATED e. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY Z c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. BOTTOM PLATE PROCTOR DENSITY. Sedimenta and foliated rock 4 000 TO CONNECT INSULATING AIRSPACE o �rTT�1 d. R-VALUES ARE SHOWN ON SECTIONS. ry SHEATHING TO RIGID FULL- O ^� e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sand ravel and/or ravel GW and GP 3,000 ATTIC METAL JOIST �y INSULATION BAFFLE. LENGTH o REINFORCING NOTES y g g ( ) FOAM SEAL BOTH JOINTS INSULATION ° HANGERS OR OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand, silty sand, clayey sand, silty gravel and clayey gravel ' WALL TREATED FRAMING CLIPS W x f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME STUDS CRIPPLE U a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW, SP, SM, SG, GM and GC) 2,000 STUDS-NOT GRADE NEW BILL-ET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED Cloy, sandy clay, silty clay, clayey silt, silt and sandy silt - - FOR DOORS STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723. ALL EXPOSED b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 GIRDER/POST/FOOTING CONN. PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/ 8703.9. _ GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES NAILING SCHEDULE: Table Table 602.3(1)2020 IRC CONTINUOUS BEAD TO BE FORTY(40) BAR DIAMETERS MIN. OF SEALANT d.WELDED WIRE FABRIC II TO BE 6" x 6" SPACES #10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing straps (see sectionGIRDER TO S.S.P. COLUMN DETAIL'A' 1 1/2"RIGID CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough opening framing INSULATION KCC SERIES COLUMN CAP 70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). OO 10dNAILS ALL HOLES e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS All nailing is a general specification it applies unless otherwise noted. WOOD POST Z CONCRETE PLACEMENT. OTHERWISE NOTED. f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY PAU SERIES POST ANCHOR REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL. SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No. of Nails Nail Spacing o GRADE FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED. O O I CONCRETE NOTES ROOF CEILING FRAMING /$"GALVANIZED LAG c. ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I Z a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. CONCRETE FOOTING 0 -GONG.STEPS TO BE 3,500 f' C @ 28 DAYS Rafter to To Plate(Toe-Nall) (3)106 Common Per Rafter 3/8"%° 1/2"LONG LAG BOLTS ANCHOR BOLT 0U b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. CONTINUOUS WELD c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED.SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY Ceiling Joist to Top Plate Toe-Nail (3)8d Common Per Joist 6 Q TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE Gelling Joist laps over Partition (Face-Nail) (3)led Common Each Lop a PROXIMITY TO BEACH,CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO, RENOVATE OR LEGALIZE THIS D HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table 8802.5.2 Each Lap STA DARD BASE PLATES& CAPS RAFTERS TO RIDGE CONNECTION w x d. BOTTOM OF EXTERIOR FOOTINGS TO BII MINIMUM BELOW GRADE. e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter Face-Nail 4 BEFORE DESIGNING BEGINS THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE ( ) 3 lOd Common Each End LS268-675 lbs. 7 f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE �12 POST ANCHOR DETAIL UPLIFT l� O g. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND TMU26-640 lbs. VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. Blockin to Rafter (3)8d CUPLIFT NOTEDPLAN. . POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE oe-Nail orrmon Each End Wr 2 REFERENCE 3.3B W V0 � - - h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. Rim Board to Rafter End-Nail 2 led Common Each End �2 - - FOR NAILING 8/12 W (� i. CONCRETE CONTRACTOR SHALL PROVIDE,ADEQUATE BRACING FOR ALL WALLS AS 1/2 I" ( C) REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING _ _ V� U ENGINEER. THEREFORE, ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE: CRACKS, DIFFERENTIAL - - 00 ° REQUIRED @ Z j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS SETTLEMENT, CRUMBLING, ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR -T 16d 24"O.G. CATHEDRAL CEILINGS w ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. o Plate to To Plate Face Nail Per Foot o0 SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED REDONE OR REINFORCED WHICH _ ° IN ADDITION TO RIDGE Fz( W k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. 2" ° ° MECHANICAL, ETC. COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, To Plates at Intersections Face-Nail 2 led Common Each End TYPICAL S A6 UPLIFT l� H o o STRAPPING 12n2 Q �( E, ETC. CONNECTION INSTALLATION I--{ I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud Face-Nail 16616"O.G. Each End I l ° ° C!15 ° SHALL BE PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE �( m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION Header to Header Face-Nail 16d Common 16"o.c.along edges 2 ° W SCORING AS PER PLANS AND SPECIFICATIONS. OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 4 ° In. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. To f Bottom Plate to Stud End-Nail 2 led Common Per Stud HURRICANE STRAP DETAIL W CROSS-SECTION F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Fioor Joist, Band Joist, End RT30F ted NAILS ALL HOLES PAU a ° a o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Josit or Blocking (End-Nail) 166 Common 1E"O.G. Face Nail -995 lbs. UPLIFT w p.ALL FOOTINGS TO BE 8" OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL PLUMBING NOTES ° ° ° MIN. (2) #4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED (SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. Double Top Plate Splice Face Naile (8)led Each Slide of Splice R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 �� EllPROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. ( ) W TYPICAL LIGHT SLOPE HANGER I.4 In.CRAWL SPACE VENTS, IN ACCORDANCE v'r/8408 ARE TO BE LOCATED WITHIN 3-0' c. INSULATE ALL SUPPLY LINES. REFERENCE 3.36 N U. // OF EACH CORNER OF THE BUILDING. FOR NAILING a. MINIMUM 34"CLEAR INSTALLATION @ 16"O/C rT� d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING OPENABLE AREA 20'CLEAR s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, MINIMUM SIZE OF HANGER DETERMINED BY SIZE OF RAFTER -� CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. 5.7 SQ.FT. (SEE C/) f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Z � EXCEPTION) Z a.ALL WOOD SILLS, BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/ P2603. Joist to Sill To Plate or Girder Face-Nail 3 8d Common Per Joist b. MINIMUM OPENING TYPICAL UPLIFT CONNECTION SOIL TO BE ACQ(TREATED). g. WATER& DRAINAGE PLUMBING iS TO BE INSTALLED IN ACCORDANCE w/SECT. a o HEIGHT 24" > Brill in to Joist(Toe-Nall) 2 8d Common Each End � 0 d. MAXIMUM SILL C.MINIMUM OPENING �' (FOR OPENINGS) w b. PROVIDE ALUM.TERMITE SHIELD& SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING& NOTCHING ARE TO BE IN ACCORDANCE w/ C.ALL NAILS, BOLTS,JOISTS HANGERS& FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE& CORROSION IS TO BE IS Blockin to Joist(Toe-Nall) 2 mTYPICAL RTI 0 8d Common Each End 0 WIDTH 20" INSTALLATION ~t W GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 & P2603.3. SEE P2603.4& P2603.5 FOR PIPES 0 OPE"ABLE U O I ALL JOISTS, RAFTERS, HEADERS& GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/ FOUNDATION WALLS. Blockinq to Sill or Top Plate Toe-Nail 3 16d Common Each Block TRUSS/RAFTER TO DOUBLE o HEIGHT OF 44" AREA AREAARLE 916"O/C STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A O e.MUST BE ` ' TYPICAL LSTA24 W PLATE INSTALLATION @ 16"o/c G a Ledger Strip to Beam Face-Nail 3 166 Common Each Joist OPERABLE a e.ALL SHEATHING SHALL BE 112" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE RIPE PASSING THROUGH IT, IN �� LSTA24-980 lbs.UPLIFT 20 GA. Q @ 6" O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB. ACCORDANCE w/P2603.4. WITHOUT KEYS OR 5TSO FT.\ is.TS0 1 1/4"x24" Joist to Ledper to Beam Toe-Nail (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM , MINIMUM / BUILDING PAPER OR CELOTEX INFILTRATION! BARRIER PROPERLY TAPED& SEALED. I. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT a f.ALL SUB FLOORS TO BE 3/4" PLYWOOD MAILED WITH TWIST NAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. Band Joist to Joist End-Nail 3 166 Common Per Joist o CRIPPLE STUD g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' O.C. j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF MINIMUM SIZE WINDOW Z MINIMUM SIZE WINDOW In. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS ANCHOR BOLT DETAIL FOR 20"CLEAR HEIGHT $W FOR 24"CLEAR HESTPoAP REFERENCE 3.3B Band Joist to Sill or To Plate Toe-Nail 2 166 Common Per Foot FOR NAILING JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT °a UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall sheathing to TYPICAL UPHD8 INSTALLATION sJ FLOOR q`HEAtER UPLIFT ON I.ALL CAP PLATES TO BE DOUBLED& NAILED WITH 166 @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. framing and particleboard wall sheathing to framing. ANCHOR BOLT-TO-PLATE CORNER. -TO-STUD CONNECTION o NECTION IS REQ'D.@ EA. END OF HEADER&@ BOTTOM OF j. HEADERS OVER DOORS AND WINDOWS UP TO T-0" WIDE TO BE (2)2x6 FOR OPENINGS See Table R002.3(3) for wood structural panel exterior sheathing HEADER STUDS,IN ADDITION TO T-0"TO T-0" USE (2)2x8,UNLESS OTHERWISE NOTED. SHEAR WALLS ONLY THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I(sLABONGRADE,ETC.) "III", "IV", OR "V" TO INDICATES THE CONSTRUCTION" "II" @TOP&BOTCONNECTORS@ WALL OMOFCSTUDS to wall framing t RIPPLES k. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. ..._._,..__,-...,....._.,._._..._....._..-.._...._._..,..,�......"..............W__-__.__.....,...,..�._,_..__.._..,,_....,..,-.__._.,....,,._,..,._.___.w..__...__,._.._.,._�......_..._„_,.._".__-..._._,-...._,.._......,_.._,__...._.._..__..__._,_...,., 1. MIN.BEARING FOR JOISTS, BEAMS& STUDS TO BE 3 1/2". Table 8602.3(3) j Edges Intermediate UPHD8-3,3001bs.UPLIFT CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 m. PROVIDE SOLID BRIDGING MAX. 8'-0"O.C. IN ALL FLOOR CONSTRUCTION. 3 6d Common (8)WS3 WOOD SCREWS Requirements for Wood Structural Panel r 3/8"-1/2" OF THE BCNYS n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE& LOCAL CODES. (16" o/c, @ """"" - """ """"" '"'� """" -__ .� n ,�. �_ .... _____"_"._... ._____.._ bd Common 6 D'a' 12"O•a• FOR CORNERS FLOOR TO FLOOR CONNECTION 4'-5" ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE Wall Sheathing used to Resist Wind I OPENINGS 6'-O"oR GREATER Pressures 19/32-1 TYP. CONNECTION FOR TWO ZO 0. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF Cl OF THE w_ ..w„_ , ,.-,._,,."_,,,_...,. ....._... ..._........__,_.__. ._,. I 8d Common 6"o.c. 12"o.c. 2018 W.F.C.M. Minimum Minimum + STORY APPLICATIONS 11/6-1114" /8"%%C ANCHOR BOLT@36"OC p. PARALLAM MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED € I I 10d Common 6, °c 12"o.c. REFLECT! MINIMUM SHEAR WALL SEGMENT SIZE BY TJI CORP.OR APPROVED EQUAL. Wood Nominal ; Maximum ! s VE WHITE ASPECT RATIO:H/L<3i Structural Panel I Wall Stud {{ Other wall sheathing q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 I C WALL HT(H) SEGMENT WIDTH(W) W MATERIAL FOR LOAD BRC. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN ; Panel Span Thickness Spacing 1/2" Structural Gellusic Fiberboard 11/2"Goly Roofing s'-r' 2'-a" p P g ] 3"o.c. 6"O.C. REFLECTIVE RED 9'-1" 2'-8" ACCORDANCE w/8602.1. Minimum Nail Rating Inches I Inches Panel Nail Spacing Ultimate Design Wind Speed m h 1 Sheathing Nail 10 1 r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS o--------•--• -.__ .______..-.._.__-_.. .,..,;._... _._._g.,__ .. .. ,.....).�.A._ ( ._..._.-). P g g _.,_„___P___.. LP_L. ;, PANTONE#187 3'o" - " "` 25/32"Structural Gellusi- Fiberboard 3/4"Galy Roofing I _..� _ ��_� __._-_.._.___ __ � g D T FOUNDATION CONNECTION mL OF THE LIMITATIONS SPECIFIED IN FIG. R50l_.8.CUTS, NOTCHES,AND HOLES BORED IN i,. �_ Wind exposure category 3"o.c. 6"o.c. no Sheathing____._.__ ...._,._-____.__.._ _-.._.-._._.-:...--__--______.. ._.__-_...._. __.__,. .. _ all ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH ¢ } I Edges Field I { SIMPSON MST27 20 GA.METAL STRAP, n1 DESIGNATION FOR STRUCTURAL COMPONENTS PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN I I j 1/2"Gypsum Wallboard 11/4 Screws 7'c.c. T'o.c. 12"MIN.ON STUD SURFACE z TYPICAL UPHD8 INSTIALLATION II Size Penetration(in) g I ((inches o.c.) (inches o.c.) B C I D THAT ARE OF TRUSS TYPE CONSTRUCTION to ACCORDANCE w/8502.8.2.STUD DRILLING & NOTCHING ARE ALSO TO COMPLY w/ """' -"' ---"° ~- HOLDOWN W/ 5/8" HREADED ROD L 6d Common I 1.5 ! 24 0 3 8 16 6 12 140 i 115 110 I �p IT II N / / TYPICAL LSTA36 8602.6. SEE DETAIL ` .j._.._._.._..._._,.....;...._._-._____�i,._..__..-__-_-.____t..____...-,.-_._...-__..•_�__,,._...___._. .�...,.-__.,.__ 5/8" sum Wallboard Screws 7"o.c. � S. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common! 1.75 1 24/16 7/16 j 16 1 6 i 12 170 i 140 135 (OR EQUIVALENT II II O _ �_._ _. _ ____ .____..--_-.--___,.-_.�_._.._-__..___ ..-._.__t_____________-...____...._.______. __._.__.___.__.._____;....-__....._._.___j.__�-__.__ ) FLOOR FRAMING INCLUDING W U Cn HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"o SPHERE t Wood structural panels combination subfloor REFERENCE 3.31 47 „ NOTE: t. STAIR TREADS SHALL BE 1 1/4"-THICK CLEAR OAK, UNLESS NOTED. L --�--- - -"--- ------------ ---.--- • _� - �4 �� 6 � ,� 12� � 140 115 �� 110 � FOR NAILING 1 R F GIRDERS AND BEAMS MAY BE u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less led Common 6"O.C. 12"o.c. STROKE REQUIRED F WRAP&NAIL STRAP AROUND ++ ++ v. WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT FOR SHEAR Q SILL @ 16"OC ON EACH STUD II GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX 6 DIAMETER "FR" Z Z TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS Qnchesjo 7/8"-1" Common6"D.C. 12"O.C. -L L Q 8d /8"%%C ANCHOR BOLT@36"OC a Q ¢ _ NOT GREATER THAN 450, IN ACCORDANCE w/8302.9.4.TESTING METHODS MUSTTRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL 2 COMPLY w/R302.9.3 1118"-1 1/4 10d Common 6"o.c. 12"O.C. LSTA36-1,305 Ibs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. Q ✓ PR w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psf) 1/4°06^ / w U Q Q U For wood structural panel roof sheathing attached to able end roof framing TRUSS SIGNAGE RE IF ENGINEERED WOOD ON PLANS SCALE: x. PROVIDE 1 WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 E4,000 P 9 9 g and to REQIF TO FLOOR CONNECTION y. CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/R702.4, OTHER Conventional Itght-frame construction intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced 1/411 = 1 FINISHES TO COMPLY w/R702.5,& R702.6. 1-story 12 12 12 12 at 6 inches on center where the ultimate design wind speed is less than 130 mph and REQUIRED FOR UPLIFT z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 OPTIONAL NAILS END ENGTH shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or (WOOD SHRINKAGE o 12" YPICAL ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 greater but less than 140 mph MAYOCCURAND Q CAUSE STRAP TO flinch brick veneer over light frame or 8-inch hollow concrete masonry BUCKLE OUTWARD) O ROOFING /SIDING NOTES 1-story 12 12 12 12 2-story 21 1G 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL m & R905 AND 3-story 32 24 16 12 TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION r- w a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS 8902, 8904, INSTALLATION @ 16" O.C. ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE FOR NAILING PROP (CANTILEVER CONDITIONS V� INSTALLED IN ACCORDANCE w/8903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry DOUBLE LVL ) CLEARS N J'�`A 77006 b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 FASTENERS:2-106X1 112 TA �0�o NPS, STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5. DETAILS OF 2-story 29 21 14 12 RAFTERS/TRUSS INSTALLATION @ 16"c/C TYPICAL LSTA FESSI� ASPHALT SHINGLE ROOFING INSTALLATION!ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10-1 OdX1 112 TO EXIST 2X4 STUD WALL @16"O.C. g LSTA24-980 lbs.UPLI OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w) R905.2.7.THE III PLATES °,l TYPICAL KST237 20 GA.1 1/P24" DWG. NAME: 3/9/16 LSTA24-980 lbs.UPLIFT 20 GA. UNDER-LAYMENT IS TO CONFORM w/ASTMD226 D 1970 D4869,AND D6757, AND IF = = DETAILS APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE WTABLE R905. .1(1) For 51:1 inch 25.4 mm,1 pound per square foot 0.0479 kPa. 1EXISTING 2X4 SILL 1 1/4"x24" DOUBLE ENDLENGTH C. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF PLATE UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED a.Where minimum footing width is 12 inches,use of o single wythe of solid or TOP PLATE PROVIDE BLOCKING - 1"MIN o 12"1 YPICAL & NOTE S BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVE'S EDGE TO 24" MIN. fully grouted 12-inch nominal concrete masonry units is permitted. Z a PROPOSED 2X4 DOUBLE TOP INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& CPLATE FLOOR-TO-FLOOR m REFERENCE R905.1.2. N REFERENCE 3.36 DWG. NO.: FOR NAILING INSTALLATION @ 16"O/C FOR NAILING Ell. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN 12"MIN. ACCORDANCE w/R703.8, R903.2,& R905.2.8. e. HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION ARE TO COMPLY w/ 2X4 STUD WALL @ 16" STRAP @ R703.2 O.C. EACH STUD f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TYPICAL H16 -1470 lbs. UPLIFT ' ' PROP 2X4 STUD WALL @16"O.C. A - 1 6-10dX1 1/2" ' ' 8703.3.2. TRUSS/RAFTER TO DOUBLE (0.148"X1 112 11i �', WALL TO CRIPPLE WALL CONNECTION PLATE INSTALLATION PAGE 2 OF 9 N O� M n M u 64 rd �I E.y rl O O w rte^ w PL PL I z 1 I � I i � z I o U I 1 Q i F"a 1 U H I � I ❑ I rTl O I U O I z Iw 1 w P4 �D o � � I Coll I o 1 w � 1 U Z � w � Q a Front Elevation 0 w x L N � W � 7 z 3 A Q z w ra a � w Q Q Q I U SCALE: O E 1 � W 2 yo 77006 A'��FESSIO�P� DWG. NAME: TRIANGLE ANALYSIS DWG. NO.: A - 2 PAGE 3 OF 9 N 00 d MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, � G 12-0 COLOR TO BE SELECTED BY OWNER c� 00 Treated 6 x 6 30#BLDG FELT —7 ET I 1/2"CDX PLYWOOD SHEATHIN ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). t I 4"PC Slab i Haunched Concrete Slab I I MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION > I p R-30 BATT INSULATION ' -1 ALUMINUM GUTTERS AND LEADERS I "Simpson" H2A at All Slop Sink r _ New Rafters c�..,. (See Detail) FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS)AS PER CODE. — . . GYPSUM CLADDING k BOARD �a ( 1/2 EXTERIOR PLYWOOD SHEATHING I ' TYVEK OR EQUAL VAPOR BARRIER �7Ejkctor TAPED OR SEALED JOINTS i Pump Pit I I Beam Pocket SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING '' Tankiess Hot Water" 1" RIGID INSULATION R 5 a 00 2"x6" WALL STUDS @16" O.C. N UtiliRy Room R-15 BATT INULATIO r (2) 1314 X.9 1/2 LVL 0 I EXTERIOR SHEATHING CAULKED GLUED OR �. 2"x 6"BASE PLATE GASKETED TO BOTTOM PLATE p - x 9 �'i -.' I 1 1/4" X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER ' W I TYPICAL FLOOR CONSTRUCTION: H �~ TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO Qz 3 I FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 112" SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE 0 /sN I SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO W Bath I I BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I Q I I 2-2"x 6"TOP PLATE � Q � � as 5/8 Type"X" Drywall on the I I FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) ceiling and the stud wools I I AS PER CODE. CH 9'-6" I I I i 91/2 TJI 230 Wood I-Beam 2 x 4 Studwall 16"OG ( I z w/Treated 2 x 4 Plate I I I < 2"x 6"BASE PLATE filled with R-15 Insul and ( I I EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED 1/2"Drywall Both Sides I O SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO A I TO BOTTOM PLATE � x I O BE FASTENED AS PER SIMPSONS RECOMENDI TYPICAL FLOOR CONSTRUCTION: (ALL SCREWS IN CONTACT WITH ACQ WOOD TOI 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS DIPPED GALV (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION U m (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER)ANCHCONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZEDBOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C.7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM C . *NOTE: EXTERIOR SHEATHING CAULKED, W x COPPER TERMITE GLUED OR GASKETED TO SILL PLATE, 2'O" I ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER �D x I 12" ON STUD, RAFTER FACE, ETC. SILL GASKET W O v O o 9 ( I TYPICAL FOR ALL LOCATIONS. Q NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) #5 Rebar Vertical U O 3 1/2 Steel Col #5 REINFORCING RODS TOP AND BOTTOM. 24" OC g_p i I 24 x 24 x 12 PG Ftg (Typ.) I 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 a/ W W.W.M. OVER 6 MIL. POLY VAPOR BARRIERO /-� 7-0" I Treated 2 x 10 DJ Connected to Ledge � I on House w/TEGO. Treated 2 x 10 I PC Wall 16" 8" PC Ftg 112" EXPANSION JOINT FILLE J 9 Lagged to Framingl/2"Lags 16"O.C. ►-� 1/2 TJI 230 Wood I-Beam 1'-4" x 8" DEEP CONCRETE FOOTING W/KEY on x r� O I I 2) rea Tted 2 x 10 Girder I I WAY AND (2)#3 STEEL REINFORCING RODS. - - - - - - - l ry v I UNDISTURBED SOIL w m F .o a team Pocket T I I I New Low Profile W O I I cvl 1v I x I Ridge Vent TYPICAL WALL SECTION AND FLOW RETARDER DETAIL I I 7 "Simpson"LSTA Ridge Strop 2 Treated 2 x 8 HDR 7o I ( I l9 a Each New Rafter 1 3/4 x 11 7/8 LVL Ride SCALE: 3/4"=1'-0" — ( ) ——— (2)Treate x 12 HDR - I I g ---- -------- --- -------------- O (See Detail) .. F (2):rreated 2 x 10 Girder I I I Asphalt Shingles over 15# Felt z ———————————————————— ————---————————— ——— I over 1/2"CDX Plywood Sheathing O Treated 2 x 8 DJ Connected to Ledger I over 2"x 10" R.R. @ 16"O.G.. a W a v on House w/TECO. Treated 2 x 8 I I Provide Ice Dam 24"Wide from W Logged to Framing 1/2" Lags 16"O.C. i i i Face of Building. U 61 � 61 L N � O Treated 6 x 6 Post(Typ) � N 6 I (2)Treated 2 x 10 Gird e - _ _ - o 1/2"Drywall 2 x 4 Plate \\ \J}— j 2 x 10 GJ @16 OC 7-7 7-7 7-7 7-7 7-8" 2 x 4 Plate 6"Closed Gel Spray oom 2 x 6 RR Connected to 2 x 8 Lagged to Framing In Rafter Bays o R-6 "Simpson" H2A at All 1/2" Lags 16"O.C. New Rafters 3/4 Plywood (See Detail) Asphalt Shingles over 15# Felt `� Subfloor 14" Diam x 36" Deep Min Railings to comply with 8312.1 8312.2 over 1/2"CDX Plywood Sheathing 2 x 4 Plate W See Notes on A-1 for Full Description FPC Post Ftg w/Treatedoundation/Basement 6 x 6 Post on P8 @ over 2"x G" R.R. 16"O.G.. \ 2 x 4 Plate I Provide Ice Dam 24"Wide from Post Base(Typ) Face of Building. (2)2 x 6 Plate 9 1/2 TJI 110 Wood I-Beam Vinyl Siding over Tyvek over "Simpson" H2A at All1"Rimboard 1" Rigid Foam over 1/2"Plywood L @16"OC New Rafters Sheathing over 2"x 6"studs p 2 x 4 Studwall 16"OC 1/2"Drywall L LL (See Detail) @ 16"O.C.w/R-21 Insul W (� -� (2):2 x 8 Hdr and 1/2" Drywall Both Sides N 3/4 Plywood w 1]j Treated 2 x 8 DJ Connected to Ledger Subfloor2 x 4 Studwall 16"OC 1/2"Drywall on House w/TECO. Treated 2 x 8 z and 1/2"Drywall Both Sides Lagged to Framing 1/2" Lags 16"O.C. W Q Q 3 Q 1/2" Drywall a Q 8"Perma-Gast Col w U Q Q U 4" PC Slab 2 x 6 Plate SCALE: Railings to comply with R312.1 e 8312.2 1/4IT = 1 See Notes on A-1 for Full Description iv I Treated 2 x 8 DJ @ 16 OC P��O E � #3 Bars Cant (2)1 3/4 x1VL (3)13/4 x 117/6 LVL Hdr 1 �� ,F• I1-D"I 2 Treated 2 x 10 r � 9 1/ " Rimboard ( ) Treated(2)2 x 6 Sill 91/2 TJI 23 Wood I-Beam y 77006 FQ Copper Termite Shield R-38 Insulation J' V @ 16"OC �FESONP� 5/8 Anchor Bolts 28"OC MSt ax lf� Treated 6 x 6 Post DWG. NAME: 3 1/2 Steel Col 3 1/2 Steel Gol 4"PG Slab PLANS L 4 4 8" PG Found T-10" H #3 Bars Cont - - - - � � 2 x 4 Studwall 16"OC 24 x 24 x 12 PG Ftg(Typ.) DWG. NO.: w/Treated 2 x 4 PlateI I W Diam PC Post Ftg filled with R-15 Insul an — — — — —d I L — w/Treated 6 x 6 Post 1/2" Drywall Both Sides L — on PB Post Base Section New 16"x 8"PC Footing PAGE 4 OF 9 N d' 01 M 00 M rtgy 32'-O" 9'-41/2" •�""�'` , �.' GFI U(Z) S t ti O o O r` p to 2nd - own to Bas IF 10 O O 4A. © x Closet -0 4'-41/2" ® 0 0 U) -4) o � Z _ 2 Q � co _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O 00 O Q Closet 10 � Closet � m Q o2 w Open to Below U Z qp Fl U p n W Z Z Open to Above W ,� - w � -0- � � w w w 0 FP Z o o W w 2nd Floor Plan � Z w � Q a 19t Floor Plan 0 0 40'-O" 1st Floor Plan Z 0 w Door Schedule �4 Window Schedule Label Type Manufacturer Series Size UA SHGC Quanity Material Notes Number Type Manufacturer Series Size Mod # UA SHGC Quantity Notes N 1 Awning 3'-4" x 2'-4" 1 O U- 1 Exterior Entry 3'-0"x 6'-8" 0.3 1 Fiberglass Solidn 2 Double Hung 3'-0" x 4'-6" 6 Egress a 2 Exterior Slider 9'-0"x 6'-8" 2 Wood 3 Casement 2'-6" x 3'-6" 1 4 Double Hun 2'-0" x 3'-0" o ¢ �" 3 Interior 2-811x 6;-8„ 5 Wood Hollow Core g 1 5 Picture 2'-0" x 2'-0" 1 w Q 3 Q 4 Interior 1-6 x 6'-811 1 Wood Hollow Core 6 Picture 3'-0" x 4'-6" 4 w v Q Q v 5 Interior 2'-0"x 6'-8" 4 Wood Hollow Core 7 Slider 5'-0" x 4'-0" 2 SCALE: 6 Pocket 2'-0"x 6'-8" 1 Wood Hollow Core 8 Awning 2'-6" x 1'-6" 1 1 /4/" = 1 ' 7 Exterior Entry 3'-0"x 6'-8" 1 Wood Steel Insulated 9 Casement 2'-0" x 3'-6" 2 0 £ 8 Closet Bi-Fold 2'-8"x 6'-8" 1 Wood Bifold 9 Interior 2'-8"x 6'-8" 1 Steel 1 Hour Fire Rated 10 Closet Bi-Fold 1'-6"x 6'-8" 4 Wood ` yo 7006 A��FESSIONP� DWG. NAME: PLANS DWG. NO.: A - 4 PAGE 5 OF 9 N 00 01 M 00 M u _ (2 Hdr O /_O (2) 2 x 10 Hdr (2)2 x 6 Hdr /2 c� O _ od Fli Closet r W/1/2" Plywood FII ch w/1/2" Plywood Flitch iv 4-8 .,, } -wf Y IE ifUi � X v Bath X o tf) Foyer o 91/2 TJI 110 Wood I-Beam e oQ � 3 v a pto2nd 2x10 RR@160C s m '`� ' ..m iZ Bedroom own to Bose �+ q1 Kitchen l9 CD 2 x 6 Wall wa • . o O Closet LLL CWW 2 x 4 Stud Wall O Qz Closet �+ O 5'-2" fJ v N X s Both X O N v LL 11'_4•,. T ° 0 cp 1/2 Bath X t s ° Bath d v IL 3 � ° X ° O (2)1 3/4 x 91/2 LVL NIx ° . 01 o 11'-4" O O O O z Closet m Bedroom O � Ln Closet m �l Open to Above X z o ° O = X Closet p U = 91/2 TJI 110 Wood I-Beam Oen to Below Q � a a 161-011 s vN O 3 W x O ID N O O � w n 2x10 RR@16 OC Q w Bedroom Living Room M--I wz z iv Den I� � 15'-2.. r ✓ ' F~..t � O u L W v LL S ° LL X T ry a (2) 2 x 8 Har „ w � � w/1/2" Plywood Flitch w/1 2) x 8 Hdr YN' Plywood Flitch (2) 2 x 12 Hdr - - _ 3 (2) 2 x 12 Hdr w/1/2"Plywood Flitch yam' w/1/2" Plywood Flitch - - 7'-3" _O 1st Floor Plan Z a w 2nd Floor Plan U w � Q � 6 CUT PLATE TIED WITH . STAGGER JOINTS 24 tN: SINGLE TE DOUBLE 16 GAGE STEEL STRAP. USE SPLICE PLATES OR 'TOP PLATE SEE SECTION R602.6.1 TION R602.3.2 :.. SE 2 • FULL-HEIGHT STUDS" � \ SEE SECTION ADJACENT TO HEADER , RAFT ER R602.T.5'. FIREBLOCK AROUND z NOTCHED PIPE O RAKE \ HEADER— - WALL SEE TABLES 8602.71 �- STUDS { 1 AND 8602.7{2j (ALIGNED JACK STUDS OR W ! WITH ` '. " . „ TRIMMERS _—FIRST RAFTER STUDS OF f'AtR NAtL�D BELOW) ':"WALL STUDS WITH .TWO NAILS ,. � tto a FOR r'RIDGE �� 16 d FOR 2"RIDGE) JOIST G �� _ -SEE SECTION R602.3 , cQ I END , Cn 3 RAFTER SECOND D RAFT R E FTE RS ANo CEn.uda BOTTOM cn : Jo OF PAIR ISTs oR AF f'RCJV (I) eq . PLATE Cn NAILED � -! '�-.. .' s:.. :.. -. ..ROOF TRUSS � ;. :��. . . � � J WITH ON •. A FILLER BLOCK FLOOR JOISTS E E . w IO d AND , I 'I PLATE ;.: `, TOP PLATE TOP PLATE— SEE LATE N QNE IQd 1 ::: SEE DRILLING AND " TOENAIL B I 6'€' NOTCMNGPROVISION5 F : ..ONE It5d ::. BECONOST rTv BECT10Nt' .3.5 'SUB LOOR -- Q z z TO FILLER TWO 16d RAFTER TIE: BLACK Q FOUNDATION Q O . THREE 16 d r-1 A OR t:OLLAR TO FILLER --- -� 1 .; CRIPPLE WALL— w x BLOCK wALLBTUD— SEE SECTION 8602.8 U Q M U Four B d AT c RAKE WALL DETAIL--PLATFORM JOIST ISPEAMITMTo SEE DRLUNGAND — , I' E:ACI-1 RAFTER FRAMING FLOOR JOIST— BE CIA OR NOTCHED NOTCMNG P!4OVISIONS : SILL PLATE - — 1 ( SCALE: AND BETWEEN THESE UMfT'3 SECTIONA9!328 /�� _ 1 NOTCHING PFMISIONS F .,WIDE ,,::,,, , .. SECTIONIMM.8 .. — 2X TOP PLATES OVERLAP AT ICE STEEL 16d t2" O.C. I' BcmOMPLATE f sPAN , BFAN E FOUNDATION ROOF PEAK TWO 2 X 4 CORNER LOCKING WALLS a L-- --- — -- WALL STUDS TOP PLATES TOGETHER TO SPACER STUD 2 , h;::;:;,�� ., TOP PLATE. '. � STUq JOIST NN - i� O Y 1 IN.BY 4 IN. ..:. ..r_._,...,_ CRIPPLE DOD ti:, DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN — ;:. sruDs TQ P��,O E WALL WOOD BACKER STRIP 16 d S WILL ;, T FOUNDATION p iX OR 1/2" PLYWOOD. CONTINUE • .. -- - BAWD JOIST OR FOR BLOCKING AND STU S SLOCKING t tN x 4 CE k BMDOIN4-SEE - IN,RIBBON ... NAILED IN PLACE STAGGERED COMMON ;. BEFORE EXTERIOR `.. -12 o.c. WALL D SECT$ON RSW 7 . cur tNro snJD STUD �, SEE SECTION RSOZ.6;;; r SHEATHING APPLIED � VERTICAL SPACING >00 -' 4.I tv OOR .. r: PASTS y 16d t2 O.C. ,, . C7 THREE 16 d DOUBLE 2X STAGGERED �Cl� t3EAWNo O qtr RN '.:. C RAND PARTITION TO FILLER HEADER WITH t, WALL77 06 ` SOLE OF U BLOCK '� PLYWOOD ! LATE It�d TOE SPACER - NA! S LED � �. BETWEEN , .... WG. NAME. , !; D TO SOL SOLE Od r, ; LAP JOIST a IN.MIN. APPLY APPROVED SHEATHING OR SPACE TRIMMER WALL BMD JOIST .: BOTTOM PLATE oRSPLtcE-SEE EXTERIOR WALLS WITH 1 IN.BY4IN.BRACES LET IN STUD OR BLOCKING ICN tTssox a SEE seeTlaN Rsoa B INTO STUDS AND PLATES AND EXTENDING FROM. STUD FOR FIDE BI-odclNG BACKING SIRID STUD TUDS SHALL BE FRPARTITION M TiTTEt d TO BEROMIT TED KING STUD PLA NS SECT SILL PLATE THROUGH THE USE OF WOOD BACKUP CLEATS,METAL ~= JOIST APPROVED METAL STRAP DEVICES IN "i','i WILL SERVEDRYWALL LIPS OR OTHER AS ADEQUATE BACKING FOR THE FACIROVED DEVICES NG SECTIOTHE R6D1MANUFACTURER'S r CRAWL SPACE OR > ACCQRDANCE WITH SPECIFICATIONS.SEE MATERIALS.:< .. .. .:- .. BASEMENT ;...,. .::. MONOIJTHGOUNCATON . {iMDE - ,.. .-.••. ou :. .. : ,:;;'- DWG. NO.: D !r� rr,\cru ; NOTE ; KIN D A ,. . . ... �� ... . r, . . CORNER BLOCKING ET IL WASTUDS •, .. 2X LL INT . . ERMEOIATE . . .. m IIIn a interior nd xten r - Pr vide maximum nailing surface ona exterior Provides ;. -- I ,:.... . a ;::... ch_25.4 mm.1 foot 3Q4.8 mm..:; -.., INSULATED WALL DETAILS ,.. PIATFOR61FtL1MNG BEAwNawA BALLOON.. LI. ... �. FRAM G STUD A TO HAVE SAME NAtLJNG ... u • TO FILLER BLOCK A wafts. TOP PLATE FRAMING DETAIL SOLE F r: . S STUD B 4 .. :..:... .:.. : . FIGURF`R602. 2 )mm. 304.8 m 2X4 BEARING WALL—HEADER DETAIL FRAMNG DETALSCORNSR P06T FIGURE 8602 t ; � PARTITION TO WALL. TYPICAL WALL,FLOOR AND ROOF FRAMING CONNECTION PAGE 6 0F 9 N 01 M 00 M a 0 oz 30 Q � 2nd FloorEL G� cn F� E-� z 0 U Q Front Elevation W � con U � Z O W � Q W w � � O � W Rear Elevation W � � � � W . mow o � Z w U �D w � Q a l n z 0 w x i N z 3 Q Z Q 3 P ¢ PIUH� Q U SCALE: 1 r ti F` Z 77006 �FESSIONP� DWG. NAME: ELEVATIONS Right Elevation Left Elevation DWG. NO.: A - 6 PAGE 7 OF 9 N 00 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, COLOR TO BE SELECTED BY OWNER M INTERIOR CONTINUOUS BEAD OF 30#BLDG FELT ADHESIVE CONDITIONE E jCONTINUOUS BEAD OF D SPACE ROOM ABOVE GARA E 1/2"CDX PLYWOOD SHEATHING-SEALANT >< ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION CAVITY C ITY SU 10 R-30 BATT INSULATION V W CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) INSULATI _ _ _ _ _ _ _ CONTINUOUS BEA OF ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS INEALANT EACH END AS PER TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED GLUED ' WOOD FRAME OR ALUMINUM GUTTERS AND LEADERS OR GASKETED TO PLATE ASSEMBLY CON INUOUS BEAD OF WOOD FRAME LOOR SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED, GLUED SEALANT -s ASSEMBLY 2-2"x4"TOP PLAT OR GASKETED TO TOP PLATE {:' 9 INSULATED D 1 112" RIGID INSULATION FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS)AS PER CODE. CONTINUOUS BEAD OF WALL 1/2"GYPSUM BOARDTYVEK OR EQUAL VAPOR BARRIER ' - CLADING SEALANT SAME FOR FLOOR ABOVE —� GARAGE 1/2" EXTERIOR PLYWOOD SHEATHING T PEDD OR SEALED JOINTS INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING SPACE 1" RIGID INSULATION R-5 2"x4" WALL STUDS @16" O.C. R-15 BATT INULATIO AIRSEALING @ UPPEREXTERIOR SHEATHING CAULKED,GLUED OR 2"x4"BASE PLATE I GASKETED TO BOTTOM PLATE p AIF SEALING @ UPPER FLOOR RIM JOIST FINISHED FL CONTINUOUS BEAD OF 1 1/4 X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS.N EACH END AS PER SEALANT TYPICAL FLOOR CONSTRUCTION: TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL y, FLOOR RIM JOIST CONTINUOUS BEAD OF 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO z FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" W SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE CONTINUOUS MINIMAL SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO W EXPANDING FOAM AT BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, WINDOW PERIMETERGLUED OR GASKETED TO TOP PLATE Q 2-2"x4"TOP TAPED OR SEALANT OVER JOINT IN WINDOW UNIT AS AIR FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) I EXTERIOR SHEATHING BARRIER AS PER CODE. CONTINUOUS MINIMAL 1 1/4" X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH (4) 8d COMMON NAILS AT STUD AND (4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN EXPANDING FOAM AT TOTAL OF 8, AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO BE WRAPPED UNDER WOOD SILL. WOOD FRAMING H PER CONTINUOUS BEAD OF z MANUFACTURERS SEALANT MANUFACTURED RECESSED I LIGHT ENCLOSURE 2"x4"BASE I REQUIREMENTS EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED a SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE � SPECIFIED ATTIC INSULATION BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: � (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS CONTINUOUS BEAD OF DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION u ADHESIVE U (2) 2"x6" .25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO Q CONTINUOUS BEAD OF CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZED ANCHO _ _ _ _ _ _ _ _ a SEALANT BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C. MINIMUM 7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, W �, *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER � DRYWALL EXPANDING FOAM SEALANT �� SILL GASKET O INSULATED CEILING 12 ON STUD, RAFTER FACE, ETC. AT PERIMETER W � EXTERIOR STUD 5SCONTINUOUS BEAD OF RECESSED LIGHT FIXT CONTINUOUS BEAD OF TYPICAL FOR ALL LOCATIONS. Q WALL SEALANT SEALANT CONTINUOUS SEAL SEALER, NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) INSTALL INTERIOR FULL WIDTH OF MUDSILL #5 REINFORCING RODS TOP AND BOTTOM, w Z SHEATHING PRIOR TO 4" THICK CONCRETE SLAB WITH 6"x6" #10/#10 �/ w INSTALLATION OF PRE- FOUNDATION WALL AS W.W.M.OVER 6 MIL. POLY VAPOR BARRIER FAB FIREPLACE UNIT AIR BARRIER AIR SEALING @ ATTIC Q 112" EXPAIN'SION JOINT FILLE r--i CONCRETE SLAB AS AIR BARIER RECESSED LIGHTING WAY AND (3)E#5 SSTEELETE FOOTING W/KEY REINFORCI G RODS. • - - - - - - - ~ w PREFAB FIREPLACE UNIT UNDISTURBED SOIL w 04 w *—"ATE: SHADED COMPONANTS '4 IN DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL RETARDER SYSTEM. Z �W SCALE: 3/4"=1'-0" ~ AIR SEALING @ SPECIFIED ATTIC INSULATION z EXTERIOR WALL ° w a W W 1 1/2" RIGID U � INSULATION u W � Q W FINISHED CEILING FINISHED CEILING CONTINUOUS BEADS OF TRIM OVERHANG 112 INT ACCESS PANEL SEALANT OPENING TO SUPPORT PANEL ACCESS PANEL TO FIT CONTINUOUS SEAL SEALER, TIGHTLY ON FRAME AND FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH AIR SEALING @ PRE-FAB FIREPLACE PLATFORM W PLUMBING CONTINUOUS BEAD OF EXPANDED FOAPIPING TOP PLATES SEALANT SEALANT n W TOP PLATES z 3 Q as Q -- EXPANDED FOAM NT EXPANDED PROVIDE BLOCKI G AlS UD `L v A Q v SEALAFOAM CAVITY ALL SID SCALEI/4" = 1 � SEALANT CONTINUOUS TUB UNIT PLUMBING BEAD OF THIN-PROFILE WALL P�F,OE PIPINGELECTRICAL SEALANT SHEATHING WIRE CONTINUOUS WALL STUDS BEAD OF r x SEALANT D 0 Tvol WALL STUDS WI DOW RIME R yJ� 77006 �V\ OD ME OR op'��FESStONP�� SEMB DWG. NAME: CONTINUOUS BEAD OF M E P SEALANT AIR SEALING @ TOP PLATE NOTES PLUMBING PENETRATION AIR SEALING @ PLATE DWG. NO.: ELECTRICAL PENETRATION AIRSEALINGMEP - 1 BEHIND TUB PAGE 8 OF 9 v N 00 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, to;1 COLOR TO BE SELECTED BY OWNER M 00 Wood Backer Strip lx or 1/2" Plywood 30#BLDG FELT M M Nailed in Place Before Exterior Sheathing 1/2"COX PLYWOOD SHEATHIN(31 Applied ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION 2 x 4 Wall Studs R-30 BATT INSULATION CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) ' 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN i Wall Insulation EACH END AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED a ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE "e ; INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED, GLUED CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT c SLAB d CRAWL 2-2'W"TOP PLATT=-- OR GASKETED TO TOP PLATE ZONE U-FACTOR b U-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE c FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS)AS PER CODE. 4't.';"''; SHGC b,e WALL R-VALUE i R-VALUE WALL < 1/2"GYPSUM BOARD I !(: R-VALUE R-VALUE TYVEK OR EQUAL VAPOR BARRIER �""� 1/2" EXTERIOR PLYWOOD SHEATHING---------------, CLADDING . 6 h 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 OR 8 13 19 10/13 10SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER --- I IN EXTERIOR SHEATHING ` 13+5 n - ,2 ft. 10/13 TAPED OR SEALED JOINTS 1" RIGID INSULATION R-5 FOR SI:1 FOOT=304.8 mm 2"x4" WALL STUDS @16" O.C. a. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE R-15 BATT INULATIO:AS INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONE 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. EXTERIOR SHEATHING CAULKED GLUED OR C. "15/19"MEANS R-'15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL."15/19"SHALL BE PERMITTED TO BE MET WITH R-13 2"X4"BASE PLATE GASKETED TO BOTTOM PLATE CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME."10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS.INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET,WHICHEVER IS LESS IN CLIMATE ZONE 1 THROUGH 3 FOR HEATED 1 1/4"X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH ENER FINISHED FIL SLABS. TYPICAL FLOOR CONSTRUCTION: TABLE 3.3B OF WOOD FRAME CONSTRUCTIONAL n e. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO � f. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. z 9. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM. BLOCKING JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 112" O h. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION,SO"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. CORNER BLOCKING DETAI L i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE W O SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO x INSULATED WALL. DETAILS BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, 2 2"x4"TOP GLUED OR GASKETED TO TOP PLATE ; < I TAPED OR SEALANT OVER JOINT IN FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) I EXTERIOR SHEATHING AS PER CODE. 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH 31/2" (4) 8d COMMON NAILS AT STUD AND (4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A I TAPED OR SEALED JOINTS IN TOTAL OF 8,AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO / BE WRAPPED UNDER WOOD SILL. z Chose Compliance Method d 2'W"BASE SLAT I EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE Total UA Alternative See RESGHEGK Analysis (Attached) 2 x Material Hdr BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HO I 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS z DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION U (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER)ANCHORED TO Q CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZED ANCHO BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C. MINIMUM Energy Conservation Notes 7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED w x Air Barrier Criteria *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE V H 1. A continuous air barrier sholled be installed in the building envelope. ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER Z � 2. The exterior thermal envelope contains a continuous air barrier. 12" ON STUD, RAFTER FACE, ETC. SILL GASKET w p 1 1/2" 3. Breaks or joints int he barrier shall be sealed. R-5 Rigid Foam Insulation TYPICAL FOR ALL LOCATIONS. Q W 4. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any air gaps in tl•e air barrier shall be sealed. Mechanical System Notes NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) U 1. At least one thermostat shall be provided for each se erate heating and cooling system. #5 REINFORCING RODS TOP AND BOTTOM. Z 5. Access openings, drepdown stairs or knee wall doors to unconditioned attic p p g g y 2 x Header Detail 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 W space shall be shall be sealed. 2. Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either W.W.M.OVER 6 MIL. POLY VAPOR BARRIER ►� 6. The junction of the foindation and sill plate shall be sealed. International Mechanical Code or International Residential Code. Scale 3"=1' d t pressure 3. Ducts shall be pe testeo determine air leakage by one of the following methods 1/2" EXPANSION JOINT FILLE ►-� 7. The junction of the toga plate and the top ofexterior walls shall be sealed. V-4" x 8" DEEP CONCRETE FOOTING W/KEY I'•� C/) 8. Knee walls shall be sealed A. Rough-In Test WAY AND(3)#5 STEEL REINFORCING RODS. - - - - - - - " 9. The space between windows/door jams and framing and skylights and framing B. Post Construction Test UNDISTURBED SOIL �_ w 4. Building framing cavities shall not be used as ductsor plenums. shall be sealed. 9 9 p 10. Rim joistssholl include the air barrier. 5. Mechanical system piping copole of carrying fluids above 105° F or below 55° F shall be insulated w 11. The air barrier shall be installed at any exposed edge of insulation. to a minimum of R-3. 12. Exposed earth in unvented crawl spaces shall be covered with a Class 1 6. The building shall be provided with ventilation that meets the requirements of the International vapor retarder with overlapping joints taped. Residential Code or International Mechanical Code as applicable, or with other approved means TYPICAL WALL SECTION AND FLOW RETARDER DETAIL � � 13. Duct shafts, utility penetrations and flue shafts opening to exterior or of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that w unconditioned space shall be sealed. close when the ventilation system is not operating. SCALE: 3/4"=1'-0" 14. Air sealing shall be provided between the garage and conditioned spaces. The project plans have been designed in accordance with the 2020 New York State Energy Conservation Code (IECC) z O 15. Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. a w a 16. The air barrier installed at exterior walls adjacent to showers and tubs shall Z W SAME FOR FLOOR ABOVE aI seperate them from the showers and tubs. U 17. The air barrier shall be installed behind electrical or communications boxes or Energy Code Requirement Table W Q air sealed boxes shall be used. Fenestration Q a 18. HVAC register boot's, that penetrate building thermal envelope shall be Manufacturer Type UA SHGC sealed to the subfocr or drywall. Window N/A N/A N/A N/A 19. When required to be sealed, concealed fire sprinklers shall only be sealed in a Door Jeld-Wen Sliding Glass 0.34 0.27 manner that is recommended by the morufacturer. Caulking or other adhesive CONTINUOUS BEAD OF sealants shall not be used to fill voids between fire sprinkler cover plates and Mechanical Systems SEALANT walls or ceilings. Air Conditioning None 20. The thermal air barrier shall be constructed to limit air leakage in accordance Heating Hot Water Baseboard CONTINUOUS BEAD OF with Sections 8402.4.1 through R402.4.6 SEALANT Equipment T e CONTINUOUS MINIMAL Type EXPANDING FOAM AT Insulation Air Conditioning None WINDOW PERIMETER Z 1. Air permeable insulation shall not be used as a sealing material. Heating Gas Fired Boiler WINDOW UNIT AS AIR O 2. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. BARRIER 3. Cavities within corners and headers of frame walls shall be insulated by Insulation TI/pe R-Value completely filling the cavity with a material having a thermal resistance of R-3 CONTINUOUS MINIMAL Walls Fiberglass Batts 15 EXPANDING FOAM AT WW per inch minimum. (Slee Detail) Rigid Foam 3 WINDOW PERIMETER 4. Exterior thermal envelope insulation for framed walls shall be installed in Ceilings Fiberglass Batts 30 substantial contact and continuous alignment with the air barrier. Floor/Foundation Rigid Foam 19/5 CONTINUOUS BEAD OF 3. Rim joists shall be insulated. 2 x 4 Posts SEALANT 6. Floor framing cavity insulation shall be installed to maintain permenont contact 2 x 4 Sill N with the underside of subfloor decking, or floor framing cavity insulation shall C) be permitted to be in contact with the top side of sheathing or continous WBUJ insulation installed on the underside of floor framing and extends from the CONTINUOUS BEAD OF bottom to the top of all perimeter floor framing members. ADHESIVE 7. Where provided instead of floor insulation, insulation shall be permanently CONTINUOUS BEAD OF z Q q Z SEALANT W C7 3 Q attached to the crawl:space walls. a w 8. Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled by v Q Q I v insulation that on installation readily conforms to the available cavity space. 1/2" Rigid Foam Insulation SCALE: 9. Recessed light fixtures installed in the buiding thermal envelope shall be air 1 I-T = 1 1 tight and IC rated. ��, 10. Batt insulation shall be., cut neatly to fit around wiring and plumbing in exterior CONTINUOUS BEAD OF 0 ESEALANT walls, or insulation that on installation readily conforms to the available space CONTINUOUS SEAL SEALER, „ 1 shall extend behind piping and wiring. FULL WIDTH OF MUDSILL rr- 11. Exterior walls adjacent to showers and tubs shall be insulated. AIR SEALING GENERAL NOTE: FOUNDATION WALL As C-' � THESE DETAILS ARE SHOWN FOR TYPICAL AREAS SHOWN.CONTRACTOR TO HIRE A AIR BARRIER ' +�`� 77006 HERR'S RATER TO INSPECT ALL CONSTRUCTION PRIOR TO CLOSING UP ANY WALLS AND CEILING TO INSURE EVERYTHING HAS BEEN CAULKED AND SEALED CORRECTLY FOR THE BLOWER DOOR TEST. CONCRETE SLAB AS AIR A�P�FESS�ONP\' BARTER DWG. NAME: Corner Post Insulation Detail M E P Rigid Foam NOTES DWG. NO.: AIR SEALING @ MEP - 2 EXTERIOR WALL PAGE 9 OF 9