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Home My WebLink About44637-Z oG. Town of Southold 12/7/2021 P.O.Box 1179 N $ 53095 Main Rd Southold,New York 11971 y� CERTIFICATE OF OCCUPANCY No: 42581 Date: 12/7/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 30 Summer Ln, Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-34.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/17/2020 pursuant to which Building Permit No. 44637 dated 1/29/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, front covered entry, rear deck, covered basement entrance and attachedag_rage as applied for. The certificate is issued to Gibbs,Kim -of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0044 11/18/2021 ELECTRICAL CERTIFICATE NO. 44637 7/8/2021 PLUMBERS CERTIFICATION DATED 7/19/2021 Rayd J. Hul e J . "Wl�J ut oriz Signature TOWN OF SOUTHOLD \ �gUFEO(�Co . BUILDING DEPARTMENT c TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44637 Date: 1/29/2020 Permission is hereby granted to: Gibbs, Kim 8025 Main Bayview Rd Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 30 Summer Ln SCTM # 473889 Sec/Block/Lot# 78.-9-34.3 Pursuant to application dated 1/17/2020 and approved by the Building Inspector. To expire on 7/30/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,776.00 CO -NEW DWELLING $50.00 Total: $1,826.00 13uji 16&1 ector O��OF SO(/r�ol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ell- Q sean.devlin(&-ttholdus Southold,NY 11971-0959 own.sou .n y' OOUNT`(,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kim Gibbs Address: 30 Summer Ln city:Southold st: NY zip: 11971 Building Permit#: 44637 Section: 78 Block: 9 Lot: 34.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tucker Electric License No: 4926ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 50 Ceiling Fixtures 23 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 21 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 4 Combo Smoke/CO 2 Transformer Puck Lights 2 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches g3 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Double Oven, DW, W/D, Gas Cooktop Notes: " AS BUILT NO VISUAL DEFECTS " New House Inspector Signature: Date: July 8, 2021 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ` Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CER-TLF.ICA.T -O-N Date: lxg_.l Building Permit No. Owner: K,M G,\:65 (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature)'- Sworn ignature)` .Sworn to before me this 1 day of 20 at Notary Public,.-S ea_ Ccutlty' MMYM KOUCHINSKY Noyry PuW-StW a1 New York No.0110064MI oulw w in sum County W Commission Expires February 04,20ag— Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 nn Date. New Construction. Old or Pre-existing Building: (check one) 1:3 `1 Location of Property: 9 ►4�rl r.�+-` o leuC� SCY House No. Stree'r Hamlet Owner or Owners of Property: m bb S Suffolk County Tax Map No 1000, Section ' Block o9 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �11 Applicant Signat e Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 0a-5 pp,- , c��e (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (Own (Date) (Print Owner's Name) laESO!/lyo<o ` * TOWN=-OF SO.,UTHOLD BUILDING DEPT. �o • ,o `ycourm 765-1802 INSPECTION V/,. OUNDATION 1ST 11 ROUGH PLBG. f FOUNDATION 2ND [ ] _INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION .-. -[ ] FIRE RESISTANT'CONSTRUCTION [ ] FIREAESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �/IS i�✓J ct,�+0 DATE INSPECTOR �oFso�,y # �# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 'y [ ]' FIREPLACE & CHIMNEY . [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O REMARK amA t&I �%A- M5, _ 6-,*& 6 4� 2 &�bpho-'_ g%A-*� - dv o✓ v� s i� 6 ct a 4'v r rACA-0_, A7 rp amwtsolk_ cm DATE INSPECTOR "�` �pF SOU ti�� jyO�o * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ -] SULATION/CAULKING. [ ] FRAMING /STRAPPING - WFINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]'-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA O [ ] PRE C/O V REMARKS: d Lot _ r4 �' 6oWmo - �t� D O A# l LAW k WWAV i .Q.av(4s s»✓ w I�nV sm z _.. .. DATE '�D INSPECTOR vo�a0f SOUTyo� L4 9 6 3-7 ® SO AA # # TOWN OF SOUTHOLD°BUILDING DEPT. `ycourm��' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ - ] -ROUGH PLBG. [ ] FOUNDATION 2ND = " s [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ["A ELECTRICAL (FINAL) [ :] CODE VIOLATION [ ] PRE C/O REMARKS: As- u Q LT H® t A J�� aA -Ld MZ YA&Z DATE .INSPECTOR- pESOply�6 LI L� 6 -5-� _3O S t,,m I-L/1 Ll,,vl # # TOWN OF SOUTHOLD BUILDING DEPT. G _ y�ourm ' 765-1802 'INSPECTION [ ] FOUNDATION 1ST . [ ] TROUGH PLBG. FOUNDATION 2ND [" ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING ' [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] "FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR c ((nn u�W�� NOE SOUTyo * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/C IN [ ] FRAMING /STRAPPING [ FINAL WlI l [ ] FIREPLACE & CHIMNEY [- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 'L� INSPECTOR NEW YOR Affidavit of 2015 IECC Compliance Date: 7/13/2021 Inspection Address: 30 Summer Lane, Southold NY This is to certify that on 7/1/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1674 Blower Door Test 780 Conditioned Volume: 115654 Leakage in ACHS 3.0 402.4.1.2 2015 IECC Compliance IPASS 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum system has been tested by post construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1:Attic Leakage CFM@25: 31 Supply R-value: 8 Return R-value 8 System 2:Attic2 Leakage CFM@25: 34 Supply R-value: 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 165 CFM@25 I Leakage Limit: 167 CFM@25 **** EXCEPTION-All ductwork and air handler are located within the building thermal envelope**** 403.3.3.2 2015 IECC Compliance: I PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development ��. 124 Brindley Street, Ithaca NY 14850 Provider ID# 1998-072 O Baccate ia�C�ertffica�fon#3587347 607-277-6240 Notice^,f independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project, the.General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764 Telephone: (631)495-0289 Fax: (631) 509-4538 Email: Info@NYBTG.com R & W/ENGINEERS, P.C. SOUTHPORT DESIGN 380 Townline Road, Suite 950 120 Ocean Ave Hauppauge, New York 91788 Bayport, NY 99705 DATE: June 29, 2020 TO: Town of Southold Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 RE: Gibbs Residence Summit Road Southold, NY 11971 SCTM: 1000-78-09-34.2 Dear Building Official, As per the request of the owner, the above property has been inspected and found to be in compliance with the plans issued for permit by our office Oct 10, 2019. Numerous photographs were taken during the course of construction which substantiate that proper construction techniques and standards were followed. It is our position that the house is in compliance with codes and standards at the time the building permit was issued. Please feel free to contact our office for any additional discussion or concerns. Regards, B.EE� � Michael L. Williams, P.E. ry y Principal �!,y, R &W/Engineers, P.C. m t.�,•- WW 380 Townline Road, Suite 150 Hauppauge, New York 11788 (631) 969-8535 I f - KC INSULATION CORP. 64 HILLIARD AVE CENTRAL ISLIP, NY 11722 T:(631)234-5340 E:kcinsulationcorp@gmail.com July 8, 2020 To whom it may concern, We are writing in regards to the job done for Ms. Kim Gibbs at 30 Summer Lane, Southold, NY 11971. Insulation materials used in order to complete job are as followed: R30x16 Kraft- Ceiling R21x15 Kraft- Exterior Walls Boss 136- Fire Caulking Air Sealing If you have any further questions, please do not hesitate to contact us at(631) 234-5340. Thank you. Sincerely, Karina Alfaro Secretary R & W/ENGINEERS, P.C. SOUTHPORT DESIGN 380 Townline Road, Suite 150 120 Ocean Ave Hauppauge, New York 11788 Bayport, NY 11705 Michael L, Williams, P.E. (63.1) 969-8535 Fax(639) 969-8598 Y --_ (631)419-6158 DATE: June 29, 2020 ' a . TO: Town of Southold Town Hall Annex Building 54375 Route 25 PO Sox 1179 Southold, NY 11971 RE: Gibbs Summit Road Southold, NY 11971 S CTM: 1000-78-09-34.2 Dear Building Official, As per the request of the owner, the above property has been inspected and found to be in complia6ce with the plans issued for permit by our office Oct 10, 2019. Further, substantial photographs were taken during the course of construction and support proper construction techniques and standards have been followed. it is -our position that the framing, strapping, insulation and fire caulking are in compliance with codes and standards at the time the building permit was issued. Please feel free to contact our office for any additional discussion or concerns. ega;rds, i e. ta is-� Jf :,:� rT, i �' R &W/Engineers, C _ - ci }'�� 380 Townline Road, ttbtae 15��:.-:•:;4• � Hauppauge, New Yo 9.88 � . (631) 969-8535 � �� s (631) 969-8518•(Fax) FSSI . Y" • l 5/42/2021 I MG_07721.jpg ` t . y` 4r"ar-. tttCHARD CAMP►" P LU M BI'N,+G AN! H'E:ATI N G C;�lr�am�xeal 'tea�dentia u Patch que,W 11772 63 Ohls St. Fax,631-447-9431 516-807-5885 20 Kim Gibbs 30 Summer Ln. Southold,NY 11917 e4 If lumbifig is in ct�m�Jitxncc with`the`Aksw York :Stute,ctttl . T11'�TT1C volt, #RP 18020." . b3Y,-in https://mail.google.com/mail/u/0/?pli=1#inbox?projector=1 111 �a0uu°Wo BOSS@ I °®n yfMeEP p �,� PRODUCTS TECHNICAL DATA SHEET BOSS® 136 Fireblock Draftstop Sealant 7W 79 "�r"�'`s"as:,,l..t �.r,.€., .�.,1�,� �tea•,<c.�r .w.i '.Si�:I�.' �i..�...aL..'�w.,k.'lk 'C.D-Mv,yu w".', ,W� S. TYPICAL PROPERTIES Color.............................................................................Red � �t� Specific Gravity...........................................................1.90 Consistency.......................................Thick gunable pasteAN Working �Nl - Working Time.....................................................18 minutes "tSx " uu , e �rrt y dx a 'a,+L�;t:�p�+ 1�4 4�i•SY YAC • � l tiyC'Cyy�'�+y�} ��' Flexibilit 4 �y3 y.................... ... None Tack Free Time:ASTM D-2377-84. ................<25 minutes Tested To........................................................ASTM E-136wr� r Service Tem .......................................0° ° ` f eratureF to 800 F p lw hiY Pd ��` •` t ' '' ti+ + �(� t° 5 Application Temperature..............................40°F to 110°F 'Information on this data sheet is subject to change without notice and should not be used for writing specifications. For additional information on specific applications,contact Accumetric,LLC Ie'S ^� M iY� �4 all I *. DESCRIPTION BOSS@ 136 Fireblock Draftstop Sealant is a single component „ , ; y «a ry �tiF £�l 7 k'T1 9{'�9`3 r"�'✓,'"�i °^f` sealant and is a noncombustible filler caulking used for fireblocking _.may applications in the annular space around wires,pipes,ducts,vents, cable lines and other penetrations to the building envelope. It is a non-slumping sealant that sets to form a hard surface.BOSSO 136 FEATURES can be applied to any gap or penetration where the specification is noncombustible and/or ASTM-E136 rated. BOSSO 136 is to be . BOSS@ 136 is completely nontoxic and contains no asbestos used for interior applications only. or PCBs. The noncombustible specification is common to one and two family construction and to non-rated penetrations in multi family Noncombustible and commercial construction. BOSS@ 136 is colored red for ease Applied with a conventional caulking gun of inspection. In the event of a fire BOSS@ 136 will prevent the spread of fire,smoke and toxic gases through penetration openings. Easily applied sealant with water clean up capabilities BOSS@ 136 has been tested and meets the American Society for Testing Materials E-136.To pass this test a material must withstand • An accredited fire block/smoke seal caulk 1,400 degrees Fahrenheit without exhibiting signs of flaming after . Single component system, no mixing necessary and no the first thirty seconds in the test apparatus. BOSS@ 136 serves additions required to form a "gasket or seal against air infiltration” as required by the Model Energy Code in both the performance and prescriptive • Meets residential construction code approvals including versions. I.R.C. BOSS@ 136 Applicable Standards include: • • For interior applications only UBC page 1-387, 1997 edition. • CABO Section 602.7 item 4, 1995 edition Excellent adhesion to a wide variety of substrate material • BOCA(NBC)704.4.1.1 1996 • ASTM E-136 • v v � COMMENTS FOUNDATION (2ND), APT; kaww As Alum �!:?ia Tj7 7. VPPI1Ls''��'�L►.�'i. 1 o ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 r Z Survey Southoldtownny.gov PERMIT NO. , Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20-0_�u Single&Separate Truss Identification Form Stone-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c ` Phone: Expiration ,20_g( Buil g Inspector �- APPLICATION FOR BUILDING PERMIT 1-1 } JAN' 111. 2020 �' Date 1 1 , 20 27 ^:* 1rl '. `'n� INSTRUCTIONS a.`This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applica44 name,if a corporation) ,3oa.:5 I-VPA6 C6 piL�o\eD V-d- (Mailing iaddress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �w\- V" (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. $' G 1=' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pr osed work will b done: House Number Street Hamlet a T5 Com County Tax Map No. 1000 Section 7 Block 4 Lo I Subdivision ' Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /,4c-aA)T L400 b. Intended use and occupancy -e— 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �a0 000 W-C-2- Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front --, Rear -- Depth Height " Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories d c Y '( !/ 8. Dimensions of entire new construction: Front 63 Gom Rear 45� 60 0- Depth 50 6/ Height IgOL (6 " Number of Stories { ,I :r 9. Size of lot: Front /90.6o Rear /L®.go Depth Z 3 FS. JO 10. Date of Purchase �/l3��7 Name of Former Owner 64 2 0[_y iV /110Q K LO d 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO- 13. O 13. Will lot be re-graded? YES v"'NO Will excess fill be removed from premises?YES NO VI 14. Names of Owner of premises A,," &1665 Address LhCW Phone No. 631-7Y8-lY38' Name of Architect 511,r-q P9'ZT 09510,�J Address 4� �oS Phone No 63 i—ql9 15� Name of Contractor 5:L F Address'6025 M41 �Ar��cr/Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO // IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) t l 0 being duly sworn, deposes and sayys that((sllhe i the applicant (Name of individual signing contract)above named, CONNIE D.BUf�CH Notary Public,State of New York (S)He is the O W 0 e- No.01 BSuffo kOCount (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this. o 4 day of J OaNIJk r 20 0to - 0_"M W, =L '_� --3 Notary Public re o?-Applicant f L Scott A. Russell ST�O�]E�N[WA\�[�]E K SUPERVISOR o I�v1[A\1\, G�]EI� HENT SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) .. . .. . ..._ .. .. _ ... DOES THIS PROJECT INVOLVE ANY OF '>('IHIIE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. Ej❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[]�E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 ate: District � /+ NAME: +l +M 6 /, S 7� 0/9 (P-11 Section Block Lot C:y k "" F'OR.BUILDING DLP A} T191:,N"I' USE C:i\Li' ••`• Contact Information: G a l 'No " Y 3 Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location/off Construction Work: — — — — — — — — — — — — — — — — — -T? V /3� InQ/' 4710 ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. o:± o lei Al— /i-`, T ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM - SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 St1FrQ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) p /r n ?9 • 65 & 3� ° Stormwater Management Control Plan CHECK LIST ! . NAME: Section Block Lot W z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. I'Icu.c Ynm Date: * The applicant must provide a Complete Explanation and/or Reason for not providing ` Menai„rc TcIePlnne Number: �� all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! Show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries _7 b. Total Site Acreage. 000 c. Existing - Natural & Man Made Features within 500 L.F. OO� of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0�0 e. Limits of Clearing & Area of Proposed Land Disturbance. 0== f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 5�.G�/�M1 . s G. - g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0=0 j. Location of proposed Soil Stockpile Area(s). 77== k. Location of proposed Construction Entrance/Staging Area(s). 1== I. Location of proposed concrete washout area(s). 0� M. Location of all proposed erosion&sediment control measures. 00� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 00 b. Construction Entrance & Site Access. 000 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 000 d. Leaching Structures (e.z. infiltration basins,swales,etc.) ..... ... .... . F011 ENGIN[:[-__` ING DEP ART'MLNT USE ONLY y Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - - - - - - - - - - 1Stormwater Management Control Plan is Complete. Date: l SMCP has been approved by the Engineering Department. I FORM ' SWCP Check List -TOS MAY 2014 1 BUILDING DEPARTMENT- Electrical 1" '807for ) ' TOWN OF SOUTHOLD JUL - 7 2021 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 7 9502 rogerr(a southoldtownny.gov seand(a�southoldtownny qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: '717/2 Company Name: Name: /rye k�G, License No.: email: Xa6b/A-e C)/'�/—Cwkil Te 7 Phone No: I request an email'copy of Certificate of Compliance Address.: 6 c5C)p l �C JOB SITE INFORMATION (All Information Required) Name: i Cb _ Address: X36 �ne- �cy AIV Cross Street: v Phone No.: _ wo- - BIdg.Permit#: (o-3 email: a-4,66s e-oPTenlwe' Tax Map District: 1000 Section: Block: Lot: �� 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) d ,A Check All That Apply: Is job ready for inspection?: YES ❑NO ❑Rough In ❑Final Do you need a.Temp Certificate?: DYES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals 01 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: 14 4 1 G D PAYMENT DUE WITH APPLICATION °l Electrical Inspection Form 2020.xlsx ��SUFFo(,f-`O BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town :Hall Annex -54375 Main 'Road - PO Box 1179 . C-0 r - Southold, New York 11971-0959 4,1 Telephone (631) 765-1802 FAX (631) 765-9502 rogerr(aD.southoldtownny.gov - sea ndpsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN' INFORMATION (Au information Required) Date: Company Name: r- lee-b-/� Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: / Address: - `�-�,�° r�lkt/rt / Cross Street: Phone No.. Bldg.Permit#: email: Tax Map District: "1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: . --YES / NO Rough In Final Do you need a Temp Certificate?: YES-1-NO- Issued'On - - i Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2_ H Frame -. Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs PERMIT# Address: Switches Outlets , ilk � 1 " GFI's (� IM Surface ^� Sconces I � N H H's UC Lts cli I Fans I �t Fridge I HW Exhaust `` '1� Oven,6...)c d Dryer Smokes DW , Service Carbon Micro Generator Combo I Cooktop aAS- Transfer 1 AC AH Mini ! I : Special. V e-A Comments: 18 or " " c', �f v h Town Hall Annex Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P.O. Box 1179 y Southold, NY 11971-0959 0 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: M ebb s Location of Property: rl ,,,6 '31CXCr3 C-C SOOA- )0 Q Please ke 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) f Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): nr, P\ Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 11211 STROKE The construction type designation shall be 641yyy 44117!' 66111551 gV11or &6vgy to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ 'AF57 FLOOR FRAMING, INCLUDING ■ ® GIRDERS AND BEAMS ccR�s ROOF FRAMING V EGFR" FLOOR AND ROOF FRAMING STANDARDS AND CODES Bunch, Connie From: Glew, Claire Sent: Monday,January 27, 2020 9:37 AM To: Bunch, Connie; Fuentes, Kim Subject: Municity Please move any pertinent information on municity as indicated below: Deleted 78.-9-26 &34.2 Replaced with 78.-9-34.3 Thanks. Ua. e,(�Lew Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 / SURVEY OF PROPERTY 2 \ � SITUATED AT 1 SOUTHOLD �� w4 TOWN OF SOUTHOLD 3 ° w Cwnr ,. SUFFOLK COUNTY, NEW YORK w S.C. TAX No. 1000-78-09-26 S.C. TAX No. 1000-78-09-34.2 ��.� SCALE 1"=40' `, c��ti2o d n r 0,7)_ 4/ c�,o 3 S 64. �., 6C1 �0.�� 2 J s DECEMBER 1, 2017 ?�� ` 5 645430• y �� wo3��° °= NOVEMBER 1, 2019 ADD PROPOSED HOUSE / (�JT� �' F � DECEMBER 3, 2019 UPDATE SURVEY �1 o p� a� 2°o S SO"F[[t a 1 o DECEMBER 16 2019 REVISE PROPOSED WATER LINE LOCATION 7\- ":° 4 E Mqp �c`/ Q p o=e� JdNUARY 12, 2020 REVISE SITE PLAN y� "04.6 ohpryh �� LOT_AREA DATA �2py 2 a,e. a ry 6 oo'---- �� c -___,- -_` '[ T . 5,558 sq. ft. p°[F c = 7�, BCU N S.C. AX No, cuy [ y .1 01 777 �' F d%rs,� %,s+ 1000-78-09-26 0.128 ac. cRy Rrlq 33.5 ��cS\ wIN •d . /6Fo� ow�N C�9U�� C/c ^� SOOOT78 09-34.2 AX No. 45.1.042 cc.ft. INN IN, o� y� \ Po0[ `��`�\\ TOTAL 50951 sq. ft. N 6645) srFpsw44 o° t,Fsoos-v� : b m / o \ �wF 1.170 ac. IN k FiC w cON'..o ti r 90 , �Ftti4Y 3�4°m. RiW, \ e0 M4 aT=c ..oR� q F' .,y 'Fs 4< BOgo, # QR '. a Nc fN�F `�!" Oo F �•� 9�U `Vj� CER TIFIED TO: COIN - ^C °pro . c .y KIM GIBBS FIDEL`�•\ l Moho •\FsspOdi4 R,��4�_40 EMINENT ABSI RACT,TIncIN E INSURANCE COMPANY o �o Q 1 I ��W�W"y O 7 ,Q� t / F:' �0SO. ' \\ X30. NOTES: [b� � � �q�^: 0� // �� ° ¢' 7 /s.� 1. THIS PROPERTY IS SHOWN AS 'LOT 1 ON "MINOR SUBDIVISION MAP MADE FOR CELIA VITALE" rV g y0 APPROVED BY THE PLANNING,BOARD OF THE TOWN OF SOUTHOLD ON OCTOBER 1, 1979 � o�y7r / Is4 ` s. ��F OFSSpopF 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �1 �/ Q `�. Rd; F. — o[ogNc EXISTING ELEVATIONS ARE SHOWN THUS: mo FR 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,250 GALLONS. \ 1 TANK; 8' DIA. 4' LIQUID DEEP `� / p' ` F� 4. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ff SIDEWALL AREA. ,�J... O TEST HOLE / \ A'CF "� ::. �xa �, 2 POOLS; 6' DEEP, 8' die. i --. L gin,.; .. �^ 1} (C r i 4/ ( � � / 1� PROPOSED EXPANSION POOL s •�� S / /,� i1 PROPOSED LEACHING POOL I PROPOSED SEPTIC TANK a2 y i c� 517. / / S0' i 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 00'• / ° OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ev F / / 6. PROPOSED LOT COVERAGE = 2,443 sq. ft. OR 4.8% OF LOT AREA �4.'�Q �a I woo �\ / m• ;� / I (INCLUDING HOUSE, PORCH, DECK & CELLAR ENTRANCE d�e u (��fJ� o� ) �� ,�•� oa � 6S � / zo3 4 � Q' I '00, w0 0TEST HOLE DATA Oos // oQJm��QIs, f (TEST HOLE DUG BY NATHAN CORWIN L.S. ON NOVEMBER 1, 2019) 447 EL 34.8' 0• J �, / DARK BROWN LOAM OL OA, \� BROWN SILT ML °��o �`` �9f• Y i 2.5' PALE PPrWN WINE _ 9 / TO MEDIUM SAND SP 0' pO EL 17.6' 17' �\ USFS 0WF Crg� x / `N P�B4UHc S 29.e `\ V / EL. 4.0 HIGHEST EXPECTED GROUND WATER TEST WELL No. U5G5 410234072243601 S 53328.1 O � / �\ 90 °00 i co f / N �. / DRAINAGE SYSTEM CALCULATIONS: / DRIVEWAY AREA: 2,800 sq. ft. / 2,800 sq. ft. X 0.17 = 476 cu. ft. _ 476 cu. ft. / 42.2 = 11.3 vertical ft. of 8' dia. leaching pool required --- — ---- j---- / 1 PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS ROOF AREA: 2,015 sq. ft. / 41 2,015 sq. ft. X 0.17 = 343 cu. ft. / 343 cu. ft. / 42.2 = 8.1 vertical ft, of 8' dia. leaching pool required All�3 PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS / PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: �x 0 �q PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: (° 1 / PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION, Ilk �0lq� / Z Np 2 � 2°p 1 _ 2o0090 * N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 6 SECTION 7209 OF THE NEW YORK STATE Nathan ��} Corwin ?84j ��" EDUCATION LAW. ` f III COPIES OF THIS SURVEY MAP NOT BEARING P O THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor TO EMBOSSED BE A VALIDLTRUELL NOT COPY. BE CONSIDERED ONLY CERTIFICATIONS INDICATED SHALL YTO THEPERSONFOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Y LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesport, New York 11947 37-347A SURVEY OF PROPERTY r/ w 5; CrSITUATED AT SOUTHOLD TOWN OF SOUTHOLD / �, • w44 J N SUFFOLK COUNTY, NEW YORK ZS.C. TAX No. 1000-78-09-26 NOW Q O t- S.C. TAX No. 1000-78-09-34.2 (�.� 0 SCALE 1"=40' • iNsAz4ip � a'r J�svq, O V o UJ > q D v r DECEMBER 1, 2017 LL U w NOVEMBER 1, 2019 ADD PROPOSED HOUSE C �or�n 4 8 3/x S 64543 =�� y '�t 4V 3y�o o= 1d. DECEMBER 3, 2019 UPDATE SURVEY 2p�Fp 0 4S o` �� G� o 0 DECEMBER 16dNUARY REVISE, 020 REOVIISED SIAEEPLAN E LOCATION 00. "o o �r 20 Sof FIzeo LOT AREA DATA O o F Mqa p c o. �o, o �D rvON `� •'• Opp S S.C. TAX No. 5,558 sq. ft. .�. N xu.o s - ---��U -- __- 1000-78-09-26 0.128 ac. co[f 4( � w a:.i o^� d . I7 = C � 0 00"E• ��.Vjs� %F S.C. TAX No. 45,393 sq. ft. c Ur ky Rr ' W 9 � . CC,ht�.9D ^h 1000-78-09-34.2 1.042 ac. of O D R41�( Off EL5 F ¢cis\ w ' i°o �� Oc�SPoo TOTAL , 50,951 sq. ft. OpM� \ w • i Roy Pp ( .`\ %1.170 ac. yF MOH`"1 `nqk `` / •11 ° a q�'o /V ODE wPo ' �o �` / we(( 4 . N r Wp0 r�fS D i i' o ` `\ S01, ♦\ 4( e��0/�� Fi(Fo qCl _10? CERTIFIED TO: qa _� 4r. N /a ;- \ a Nc e \ �� cq�Uh'*/% ` KIM GIBBS �' N�FCp J OON�Rb `\ c R 4 T b FIDELITY NATIONAL TITLE INSURANCE COMPANY '` , Pr-:_-, o 1 MORD `\FSSPoo <(,&BBA & EMINENT ABSTRACT, Inc. 0 114 \ ?38 g `\ sD wf(( NOTES: m 0' \ �tw�7 i ti�ti '� So• / � \\ \so 1. THIS PROPERTY IS SHOWN AS LOT 1 ON "MINOR SUBDIVISION MAP MADE FOR CELIA VITALE" aW •m hj APPROVED BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD ON OCTOBER 1, 1979 �, -`y-.\ m / .gSNO R,/p CE-SspDwE 2. ELEVATIONS ARE REFERENCED SH N.A.V.D. 1988 DATUM O Q / \ o \ o F OO ((�c EXISTING ELEVATIONS ARE SHOWN THUS:X50 s4o _ �rfo / �E _ ( Ot(NR 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,250 GALLONS. x ; ISO, 1 TANK; 8' DIA. 4' LIQUID DEEP 4. MINIMUM LEACHING SYSTEM ft SIDEWALL AREA. FOR 3 BEDROOM HOUSE IS 300 s P r prv�<b� Nc2 POOLS; 6' DEEP, 8' dia.TETHOLE PROPOSED EXPANSION POOL h ® PROPOSED LEACHING POOL ::: i o 1 00 / / 1 PROPOSED SEPTIC TANK �SO. 11 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ry F // // 6 (INCLUDING HOUSE, PO CH, DECK &PROOSED LOT COVERAGE = 2,443sCELLAR ENTRANCE) LOT AREA �0 � 4�•��.� fie-i wPoD Sr \\ � / � �p 0p I RN 6 . / aU3�\��Q i TEST HOLE DATA as ' S I7' woo 3��0J �46 ti i (TEST HOLE DUG BY NATHAN CORWIN L.S. ON NOVEMBER 1, 2019) 00" w NO Jho ,�,�'CV �l EL 34.8' 0• �I DARK BROWN LOAM OL \\ dya' BROWN SILT ML 2.5' > \\\\\ C F�9f // % PALE BROWN FNE TO MEDIUM SAND SP EL. 17.8' 17' 020 \\\ xldf GO/.`d+ Oi i r EL. 4.0 I 1-30.8' 4 \ USfs 0{, IB x `\ y HIGHEST EXPECTED GROUND WATER PUe((/N�.gs 29.6 '�, TEST WELL No. JSGS 410234072243501 S 53,328.1 O � \� 238 zo-Dory i \\ 190, oD sr M �\ q (O 3 / i �ti•�� DRAINAGE SYSTEM CALCULATIONS: / DRIVEWAY AREA: 2,800 sq. ft. ` 2,800 sq. ft. X 0.17 = 476 cu. ft. 476 cu. ft. / 42.2 = 11.3 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS �;5,'�• �~"..� ----------------- --- ROOF AREA: 2,015 sq. ff. 2,015 sq. ft. X 0.17 = 343 cu. ft. ?Ff S- i �Q 343 cu. ft. / 42.2 = 8.1 vertical ff. of 8' dia. leaching pool required n, :('r�` / c� PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS \ PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: (� r PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: \ i ' =tJ^6/tf •••..,,- t„^,,., �. -.,_� f•, 1`� �6.0 3 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. At i z/0 4u v 2 0'b 0 me Lic. No. 50467 4,}�, UNAUTHORIZED ALTERATION OR ADDITION 4� ` TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan T of t Corwin III B184j' COPIES OF THIS SURVEY MAP NOT BEARING x THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor q TO BE A VALID TRUE COPY. �+eiyr CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-347A 14 q(p3I NW 7M- 3q 1.3 SURVEY OF PROPERTY = SITUATED AT , - �� SOUTHOLD W rr, ,.., S r D U �� —' i TOWN OF SOUTHOLD Pe SUFFOLK COUNTY, NEW YORK ° pI �JS.C. TAX No. 1000-78-09-26 FEB 2 3 20?2 S.C. TAX No. 1000-78-09-34.2 Azn o SCALE 1 =40 4 c � �� / ,(��► `�`O a\S��Q� ar ... T�,.",' �""°�. DECEMBER 1, 2017 �� S B4. �R,F y0 �1��{� �°= f °`t i 1"T �j }LJ t"` �P NOVEMBER 1 2019 ADD PROPOSED HOUSE DECEMBER 3 2019 UPDATE SURVEY X G S4 r (� DECEMBER 16 2019 REV(SE PROPOSED WATER LINE LOCATION 4 s�` 'e = a0�}° <v JdNUARY 12, 2020 REVISE SITE PLAN 11117, o�^ O CpNp 804 F�fp JANUARY 17, 2020 ADD STORMWATER DETAILS 00' O r MARCH 17, 2020 FOUNDATION LOCATION '??0 ,�}} o.O�hO�a Mqy gCT ,0, off' APRIL 13, 2021 FINAL SURVEY O`�� `�N� '� :'" • •� o?M° B�j� �r + FEBRUARY 18, 2022 CORRECT NOTATION TO BASEMENT ENTRANCE Ivry 2= �� ..•� � ' .� ., . • N� � 3 ss•>>, s�9�� c Doi U( m ° ►4..c Np-�' 11.06, 00 0 spm b�',9 LOT AREA DATA 4f i O. L�� cRq� SRF ,.R .b @Qc M O k of ^ S.C. TAX No. 5,558 sq. ft. • � 1000-78-09-26 0.128 ac. uWiy �cLgN ' .' ��/f� ' F "ul H/y 6 . y� N n \ �e �-w� 1000T78 09-34.2 AX No. 451 042 cc. ft. . ' s4 43p W04 {y Cr •� vNf �,pRitgr �� cFp TOTAL 50,9 170 51 sq. "<fp T Q,RN "Fc 4N " " \ • v ► . �. ► e/�=C"► 3,t, F 4e sA^� e ` r+4F C �, •. `�/ SNC "' �iaT � ib 'PONNp \ •• ,•,�: .� ,yam `�p_w +P 1 V 'Poo ♦ /' ► .. o4a� ,Q�o�ti, �?S•,^ � �/►• .�•� �cry ?3e 90• �k)�i7 �O � ,�1 a0� � �s.@., ' Wq��,'S N�'1'�',`�y �@• 0,9 SNp C y \ \ 1110S at W/N�Q1Y ?p' Qlghpy�,HNA N �v.; 4`O 750. W 4 U - Woo , �m ho O �Rf p, 3, `^S 5 �\s, �LSp^nlvF o?p V? 6 Zai w�i � �\ ^ry w J OO 0)I C 7?3 �p ' pglT ES.. U� 6 "rS • S O ; ti • 6 t. THISAPPROVED TMBY THEIS OWN AS PLANNING PLANNT I ING OF THE TOWN OFON MAP SOUTHOLD DE FOR ON A 1 ON OCTOBER1.VITA 9 6S•Z ?z• @.3. 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM oo \ 7 004 / h is pis ` cT EXISTING ELEVATIONS ARE SHOWN THUS: o Off, 2 c �\ F rY / • �\\ 110. SEPTIC SYSTEM TIE MEASUREMENTS y �\A- "�°J4 / H sS•1 `\\\ o `�oo �� N�Nc \\ �� J�+eO\G�"O CHOUSE ORNER A CHOUSE ORNER[fl j� ❑ ❑ 004 SEPTIC TANK COVER 17' 25' LEACHING POOL 27' 37' COVER 1 W� LEACHING POOL COVER28' 29' 0.41 Ah Q90, o rye% sr / 0 arf oo N� np0� � ryo �i sp. ?38 90. .00, �c cly w N i / 04 A a CV / PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED i FOR SUCH USE BY THE NEW YORK STATE LAND / TITLE ASSOCIATION. i O� a t .8 M 2 i 2 H 0y. OJQ� /��' N?oo�4oi 4Q �Y N.Y.S. Lic. No. 50467 0 * UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE MAP NOT BEARING Nathan Taft Corwin III EDUCATION LAW. COPIES OF THIS � � �� EMBOSSED SEAL SHALL YNOTT BE CONS DERD Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR TO BE A VALID TRUE COPY. C� ?? CERTIFICATIONS INDICATED HEREON SHALL RUN r ONLY TO THE PERSON FOR WHOM THE SURVEY OA IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. ys - PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-347D SURVEY OF PROPERTY SITUA'w SOU TED AT SOUTHOLD � x RD F, 8 UIL TOWN OF SOUTHOLD W o bASUFFOLK COUNTY, NEW YORK �� 4 NOV 2 7 20021 � 1' S.C. TAX No. 1000-78-09-26 BUILDI J,DEP r S.C. TAX No. 1000-78-09-34,2 p� TOWN OF,c;OUTHOL[) SCALE 1 —40 �tDECEMBER 1, 2017 NOVEMBER Elk 2019 ADD PROPOSED HOUSE � e43 � 6E29EORPSEETERE64DO0' DECEMBER 1011EWSPOODWALINE LOCATION JANUARY 12, 2020 REVISE SITE PLAN oyONyo'r c. f k4a O � JANUARY 17, 2020 ADD STORMWATER DETAILS `04Leh S' • ACT, "O" o; MARCH 17, 2010 FOUNDATION LOCATION ryry rS •. V� _ s APRIL 13, 2021 FINAL SURVEY LOT AREA DATA 7 s Ire '''••�°Rt/p It1, ? p 0 9, sc'yAU S.C. TAX No. 5,558 sq. ft. 1000-78-09-26 0.128 cc. o 1000-78-09-34.2 45� 78 09-34.2 t 042 393 cc. Hnw ° / TOTAL 50,951 sq. ft. N 64• se SO' °SN lhuyp • wq ;�I� 'r�• / t 1.170 ac. w ALF r A lye `KqY '' O • / �i i= St CERTIFIED TO: �.q� "Okip, KIM GIBBS � e i' \ t i:• 4 iyC o'N° FIDELITY NATIONAL TITLE INSURANCE COMPANY oE � p 7'•?S,^ o //:_ s � EMINENT ABSTRACT, Inc. 38,.90, c �04y,s�,�• wq� s rr ,e, e fir + y �O`SVy ?<' C ^S X00 f �� \ pNq�rop, o?0, 3 B PoR m o w N en OO (?4 '��OJ ,BB pq NOTES, •V' 6 N� tv K r„ 1. THIS PROPERTY IS SHOWN AS LOT 1 ON "MINOR SUBDIVISION MAP MADE FOR CELIA VITALE' ry S•>>, r" -Z' 83, ce' \ k, APPROVED BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD ON OCTOBER 1, 1979 oo \ 00ft 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM pF' Q 2 a. f 2r Qa EXISTING ELEVATIONS ARE SHOWN THUS:my yp� \p� �3� w0oo�'tkF' \\`\• o�,r �� '`�'� `-.�r y�,9 • °D�`�c ��\\\ yp•�O�•� N s \ �a �r +�"~` SEPTIC SYSTEM TIE MEASUREMENTS a 0y C S•7 \ $ " p°0t //c �` ' p p p HOUSE HOUSE 00 w ° o� t, ��454� CORNER QA CORNER SEPTIC TANK COVER 17' 25' LEACHING POOL fVj wo0p O.molds \\ S4 COVER 1 27' 37' �' LEACHING POOL 28' 29' oZ51 �7 COVER 2 90 2m �\ •a AV a yry rR CV �`,I, ('�+,)�. �8 + S L.°'.,. . y.t....,�a m 238((�, ao• :' "f t�• /90, IELQ .P `r �tt� T.l, 4 �+^�T twi YrF •`1•.tili y!%4 /�v �� Syme � �`' ,,..>A'r;l�,erlr,C'R,:.':Illt°i'k:��;m't•'�. 'ry 14 1 0 2021 I=-. '• �. �--� I `�`� d• •^.,- as ;r•..- ,+ja•r+,ay�-� '�$r,y:' L.. .,.�,...yy �� a.f.ir.ffh.:n�1 � a Cr,niq Ktirnper, F.E., Chicf / 04� n, f'^ of / o ��637 �M / PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED / BY THE LIALS. AND„APPROVED AND ADOPTED FOR SUCH USE BY THE EW+YORK STATE LAND TITLE ASSOCLATION._0%. , /rya ,~{� �'/�/'/fes•-�,//p� / = ry~ (�y `'yam • }f,p . JQ� 'ty ' ''«..,�`a^..rwW'w. �•5'^r 'ms's 06040+ � " - �__ N.Y.S. Lic. No. 50467 UNALTfHORIZED ALTERATION OR ADDITION /j TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 1k 0 [Nathan Taft Corwin Il' I� 6?8�ja �Q�' EDUCATION LAW. [7i1 X t COPIES OF THIS SURVEY MAP NOT BEARING Y t ck P �Q THE LAND SURVEYOR'S SEAL SHALL INKED SEAL OR L � Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. i? / r1~ CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND GOVERNMENTALN HIS BEHALF TO THE EiD Successor To: Stanley J. Isaksen, Jr. L.S. LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Ys — Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-347D 4V Generated by REScheck-Web Software 30su.a�e�2. Compliance Certificate Project Gibbs Res Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Main Bayview Road Southold, NY ,Compliance: Passes using UA trade-off Compliance: 3.4%Better Than Code Maximum UA: 353 Your UA: 341 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,672 30.0 0.0 0.035 59 Wall:Wood Frame, 16" o.c. 1,975 21.0 0.0 0.057 90 Entry Door: Solid Door(under 50%glazing) 40 0.190 8 9080 slider: Glass Door(over 50%glazing) 72 0.300 22 SHGC: 0.30 3068 glass door: Glass Door(over 50%glazing) 20 0.300 6 SHGC: 0.30 6068 glass door: Glass Door(over 50%glazing) 41 0.300 12 SHGC: 0.30 Windows: Wood Frame 220 0.300 66 SHGC: 0.30 Floor:All-Wood joist/Truss 1,664 19.0 0.0 0.047 78 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 et the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requi ents listed in a REScheck Inspection Checklist. �2 , lmd'- t '�— a ate .000� Project Title: Gibbs Res Report date: 10/10/19 Data filename: Pagel of 9 c �. � - � �• r� _ �;- - ,4 b � ' � . .. .. Y a ¢ REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 78.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified. . Field Verified # Pre-Inspection/Plan Review Value Value Complies? , Comments/Assumptions & Req.lp 103.1, ;Construction drawings and .' " ❑Complies 103.2documentation demonstrate ❑Does Not [PR111 energy code compliance for the ❑Not Observable 1 building envelope.Thermal !envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.21 documentation demonstrate ❑Does Not 403.7energy code compliance for [PR311 ;lighting and mechanical systems. ❑Not Observable v !Systems serving multiple ` ❑Not Applicable !dwelling units must demonstrate compliance with the IECC Commercial Provisions. , ,. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based ; Btu/hr ; Btu/hr 1❑Does Not [PR2]2 Ion loads calculated per ACCA i Manual J or other methods Cooling: Cooling: ;❑Not Observable ; ? Btu/hr ; Btu/hr ;❑Not Applicable approved by the code official. { Additional Comments/Assumptions: t 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 2 of 9 Section, # ' Foundation Inspection Complies? Cbmments/Assumptions & Req.ID . 303.2.1 A protective covering is installed to ;❑Complies FO 11]2 protect exposed exterior insulation ❑Does Not �� ff 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 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 3 of 9 Section Plans:Verified' Field Verified ;# Framing/hough-in Inspection Complies? Comments/Assumptibris, Sa Req:ID Value Value-' .. 402.1.1, {Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 PDoes Not ;table for values. [FRl]1 i ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, table for values. "average). � � �❑Does Not 402.3.3, 402.5 ;❑Not Observable [FR2]1 :❑Not Applicable 303.1.3 ;U-factors of fenestration products r '❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or j ;taken from the default table. 3[]Not Observable . .. El Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ( ❑Complies ;Requirement will be met. [FR23]1 "installed per manufacturer's ' ❑Does Not instructions. �' .❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting n ❑Does Not lAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceedcode ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR1612 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ' leakage at 75 Pa. -]Not Observable ❑Not Applicable 403.3.1 {Supply and return ducts in at `❑Complies ;Requirement will be met. [FR12]1 Hnsulated >= R-8 where duct is ❑Does Not >>= 3 inches in diameter and >_ ` ❑Not Observable R-6 where < 3 inches. Supply and !return ducts in other portions of ❑Not Applicable !the building insulated >= R-6 for ,diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. I 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR'15']3 ducts or plenums. []Does Not ❑Not Observable ❑Not Applicable 403:4'" HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 °F or chilled fluids ! :ODoes Not below 55°F are insulated to >_R- f ❑ 3 ; ; ; Not Observable ; i :❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 !piping. 's ❑Does Not 00 []Not Observable <: '}❑Not Applicable 403.5:3 Hot water pipes are insulated to R- ; R- ;❑Complies ;,Requirement will be met. [FR18]2 >_R-3. E❑Does Not 00 r ;❑Not Observable ❑Not Applicable 403,6• Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; s ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier Z) 3 Low Impact(Tier 3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Co T mplies? Comments/Assumptions & Req.ID, 303,1 All installed insulation is labeled ? . ❑Complies [IN13]2 or the installed R-values s❑Does Not provided. ( ❑Not Observable $( ❑Not Applicable 402.1.1, Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402,2.7 manufacturer's instructions and ❑Does Not [IN2)1 !in substantial contact with the ❑Not Observable 00 ;underside of the subfloor,or floor ;framing cavity insulation is in ❑Not Applicable contact with the top side of !sheathing,or continuous insulation is installed on the I underside of floor framing and extends from the bottom to the top of all perimeter floor framing i members. 402.1.1, !Wall insulation R-value. If this is a; R- ; R ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ;❑ Mass ❑ Mass :r-]Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 j Wall insulation is installed per ❑Complies [IN4)1 !manufacturer's instructions. ❑Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2Medium Impact(Tier 2) 3: 1 Low Impact(Tier 3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 6 of 9 Section Plans Verified .Field Verified' #. Final Inspection Provisions Value Value Complies? Comments/Assumptions &•Req.ID 402.1.1, !Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, 402.2.6 ;❑ ;❑ Steel Steel Not Observable ; [FI1]1 I ; :❑Not Applicable 303.1.1.1,;Ceiling insulation installed per (❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ` ❑Not Observable 300 ft2. ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that - extends over insulation. = ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ; :❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 i ach in Climate Zones 1-2,and I :❑Does Not I<=3 ach in Climate Zones 3-8. ; ❑Not Observable I :❑Not Applicable 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F14]1 1 cfm/100 ft2 across the system or ft2 I ftz UDoes Not <<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in I❑Not Observable tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 I determine air leakage with 1 ftz 1 ft2 ;❑Does Not !either: Rough-in test:Total leakage measured with a tNot Observable !pressure differential of 0.1 inch ; ;[]Not Applicable w.g. across the system including I the manufacturer's air handler enclosure if installed at time of 1 test. Postconstruction test:Total I leakage measured with a pressure differential of 0.1 inch w.g. across the entire system 1 I including the manufacturer's air I handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies :,Requirement will be met. [F124]1 by manufacturer at<=2%of ii❑Does Not (design airflow. f❑Not Observable I ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [F19]2 j installed for control of primary []Does Not heating and cooling systems and 1 initially set by manufacturer to . []Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies :Exception: Requirement is [F110]2 Ion heat pumps. ❑Does Not not applicable. []Not Observable ❑Not Applicable 403.5.1. Circulating service hot water ❑Complies ;Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not ;not applicable. t accessible manual controls. ❑Not Applicable e 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 7 of 9 Section Plans Verified Field Verified' # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system }❑Complies :Requirement will be met. [F[25]2 fans not part of tested and listed !❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ; ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [F126]2through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable j temperature based on outdoor ]❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;,Exception: Requirement is [F128]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply []Not Observable ; pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are i not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and ]no demand for hot water exists. ; 403,5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 {comply with IEEE 515.1 or UL ❑Does Not not applicable. 1515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies ;Exception: Requirement is [17130]2 have recirculation pumps that ]]]Does Not ;not applicable. pump water from a heated water supply pipe back to the heated i❑Not Observable water source through a cold j❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units J❑Complies ;Exception: Requirement is [F131]2 ltested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- ; side pressure loss of drain water heat recovery units < 2 psi for individual units connected to a three or more showers. ; 404.1 75%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]1 'fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage ;lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not JE]Complles J❑Not Observable J❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &,Req' .11) 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable J❑Not Applicable 303.3 Manufacturer manuals for ❑Complies :Requirement will be met. [FIJB]3 mechanical and water heating ❑Does Not systems_have been provided. []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Gibbs Res Report date: 10/10/19 Data filename: Page 9 of 9 2015 IECC Energy Efficiency Certificate 'Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass &Door . LI-Factor Window 0.30 0.30 Door 0.30 0.30 CoolingHeating& Heating System• Cooling System• Water Heater• Name• Date• Comments NOTE: SCE NO CHANGES TO A-2 THERMAL ENVELOPE STRUGT FG OR TO FOUNDATION \gni WITH THIS AMENDMENT GOL ADDED YY/ — — - -.- HEADERFOR — — — — — — ROOF5UPPORT `till DN _._......... _... ROOF EXT , g v OVER STEPS � I h -..............._....._.., o !:� - I BATH ENTRY ,i . 29 SQ FT 58 SQ FT ; ii 17 I L MECH t- I t" I 17 SQ FT tt' is .............................,_...................... ._..... PLAN VIEN l u, 1ST Z. X I :p . ............... ...................... ........... ........................................... AFFECTED AREA if! / //�/%/ O x f�oa, ...... ....... .. X00. 1XI s I JAN 2 7 2022 i ' TOWN OFfI', SuU'ff;QLU //� /:i ..�....%moi,..y........�../:............. J i RDOF VIEYN 2X10 RIDGE-FULL VENT R&W Engineers, GIBBS `� LEE'11. g� Bd P.C. MAIN BAYVIEW ROAD ( 380 Townline Road Suite 150 SOUTHOLD, NY Hauppauge,NY 11788 �� .'� W " t v (631)969-8535 �' Y r 1 I gyp- ,2 (631)969-8518(Fax) FIELD UPDATE-R/O CELLAR : ,SOUTHPORT mwilliams@randwengineers.com ENTRANCE DF�1GN �� 120 N Ocean Ave ISSUE DATE: Bayport,NY 11705 12/1/2021 5 K�1 ®'0 ��062 pY� 631-419-6158 a sdsinc@aptonline.net ®FESS�O ------ ----------------------tom ��►r -----------------------------• w i -------------------------- ----------------------- �■■ED ---------------------- ---------------mmmmmmmmmm ■r..r' . . �............. or,f I ......oil ■■■ ■tONE 0 Norm =..._I ---------------------- ....,.,. .�. ------ rm i a a ..,nas #R ee.....°. I■ 1- �I Issammi I 1 ■ -e .. . ME 1OMNI I= ■■■ 1■ti ■ I 1 '; ONE 1 1 OP ■■■ ■■■1immi IN mmmmI■■■ 1■■■ 1 E0 1 1 ■■■I ■■■1 .-,s - �I� _ �I1 fl 1111 1 ` 11.1191111111 I1� I �� III I1I � I �� ■ ®J�I INN I ... 1111111:1 11l�I �. t Il�I�(11I'II I11I1 IIII��IIIq l�I ■■■� �■■I�� i � I 1 , /i} APPRO ED AS NOTED Blower Moor and ductwork DATE: 9 B.P.# S116 testing required. FEE: ,6i/BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ' must provide Manuals 1. FOUNDATION - TWO REQUIRED D, J and S as per FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. PLUMBER CERTIFICATION ALL CONSTRUCTION SHALL MEET THE ON LEAD CONTENT BEFORE REQUIREMENTS OF THE CODES OF NEW CERTIFICATE OF OCCUPANCY YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOLDER USED IN WATER SUPPLY-SYSTEM CAIVNOT EXCEED,-21.10 OF 1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ZBA ;RLL-PLUIMBING vvAS'TE. r PLANNING BOARD &;- VATER,LINES NEED',' TESTING BEFORE COVERING Srn burn n TO_WN TRUSTEES — N.Y.S.DEC TRUSS PLACARDING REQUIRED OCCUPANCY OR ELECTRICAL USE IS UNLAWFUL INSPECTION REQUIRED WITHOUT CERTIFICATE OF OCCUPANCY DO NOT PROCEED WITH RAMING UNTIL SURVEY O,_FOtlNDATION.L®CATION HAS BEEN��APPROVED:r' DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been Installed to Code All exterior lighting Installed, replaced or repaired shall conform to Chapter 172 of the Town Code V � TABLE 8301.2 1 -CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NUMBER AND TYPE G OJ!� i'r1b0ESIGH �S:i L'6J G TOp AGEFRgb 1,>`"• �`' "•� '; ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION Y�1NrEtt ICE SHIELD FLOOD FRE29IG OFFASTENER3~E0 StiOVVLGAO DESIGFJCAT fRaSTL9rE OESIGNTEldp 'REGUiRED HAZARD RIDEx ROOF WEATHERING DEW TERMRE8 DECAY Pin *- 1 21 tai <1rQ 6 tiEVERE 76' M41 a^M Ti DEO YES' JdA 2000 k. i 4-8d box{2'/2 x 0.113')or ., 3.8d cammcn(21;x 0.131');or 1 l0CMng ben''eEn cElhrg Joists or raters to top plate Toa n3d .e• '' rya K. ;'":- 3-lOIt box(31 x 0-128'):of , ,r.`•..`,,,� 'i: AT _ k. '�; •i= 3-3 0.131•naris COMPONENT ANDCLADDING,LOADS TABLE 8301.2(2). eve . ted; x(2 z 0.113'1:or ) .. a ,°i. 1 1,5:12 TO 6:12 PITCH 6.25:12Ta 12;12 PfrCH.. - -.-_.• -t t0 ;at 3-Sd common(2.1 x 0 131');or Pct 3:5 toe nail f � n ` � Ceiling joists to P P a ) l 3-10d box(3'x 0.128'):Cr 3-3'x 0.131'naris UNIT AREA. S.F. ZONE POSITIVE NEGATIVE POSMVE' NEGATIVE •SOUTtiPQRT <,. s 2130 m h,Ex 8 2140 m Ex F! Ceiling Joist not attached to p3ratiel rafter,laps aver 4-10d box(3'x 0128•);or V E,,QN - 3 partitions(seL Sections R802 3.1,RS023.2 and Table 3-16d common{3'F'x,0,162'}:or Face nad u to 13 ROOF 1 122 -19 19,4 -21 02.5,1(9)) 4-3'x 0.131•nails 10-20 ROOF 1 11.1 .18 18.4 -20 120 N Ocean Ave wiling joist attached to parallel rafter(heel joint) 20 C0 ROOF 1 10, -18 18.1 'As Bayport, NY 11705 }�� p J� }� /'� 4 see Sections R802,31 and 98023.2 and Table Table R802.5-1(9) Face nail 53-100 ROOF 1 10 .-11 17.6 -17 yP 9 &E t�E RAL t` OTE 8025.1 8) oilar lie to rafter,face nail or 1114".x 20 ga.ridge strap to ;-10d Dam(3'x 0,128');of up to 13 ROOF 2 12.2 -33 19.4 _24 631-419-6158 y .iDd common(3•x 0.148');lir Face nob each re,:r 10.23 ROOF 2 11.1 -31 18.8 23 sdsine@optonline.net .. after 4-3'x 0131•nails �, .,,, `" " z•?� ° 3164 box nails 3 r x 0.135''or 20.50 ROOF 2 10- 27 18.1 -22 are the property of ;i:.P x.'` ':' _i ` ": .' - ( 's' )' 2loe nails on one side ar.d 1 toenaH 53.100 ROOF 2 10' -24 17.6 21 1.These drawings and the information contained herein p p rty ,m a #,,.n`xy . .: ,:, €.,.:. :' is 3-10d common nails 3"x 0 148''or ...y. „Y,.' t• •Tfi.,', .� 's,h; .'d:..' �,,,;,;' �,+>. s, - naf[er of r00f 1fU551a late ( )' on dpp05t2 SW2 of each rcttef Or written rim • �. - w'- P ed or used without wrl d,- �,- x#:x.. `s a not be cat r a-1Dd Dam 3'x.a. aD" or rand engineers and m p v' designer ';' ,r .r s'' t z.e a 1,:,. r.a,.;. 0 °. ( 1 1, i u to 10 ROOF 3 the d 9 Y ;�;Y. �,•�.., �,�. ., �•;��`... ..• f'.>�::° 122 •a9 19.4 -24 rw ,.1R�tizg ':f ;ay.;"u; t..P;„s '_ 't' ,'Ar?:�`"' � ',�•,.:+"s,.. °�,, �.x.. .»;k [N55 " 4-3'x 1 til Yr Si .i' ,.u �; .: :'.5- >•�.,. ;•`a"•. r�:•.wx ,,�..> .x{ �,i�:.., ,�<.,^�' °.?<=.;r`•' ',a. •'f•'� � .•a:,' S#,�� ,.�.., �.,•.,' .�'� h�� D _# 131•nan5 10.20 ROOF 3 -11.1' •46 18.8 -23 consent from both Pattie.. _. �' ,..., Ct4 a `!ix: <;,&g d A -`"; 14. ., '::' i w„.t ;,V'�`, ,.x.`i, «?t4%°' "'` °.., -' -..: °€a-$ � �• s,�.qr 77 'a: i °y•d^ 2, ,§',�y1 J„sk•,:a 44 t, a Y' A,^.:-,s i°'4 fidm, a<'-` - v' s. ".'sry ,«,.. ,�,. -.4,.x s�3fi•. :,. t_ :,$ 4-16d(3'fi k 0.135'}:Or 20.50 ROOF 3 s•. :q ,,.. r ;, .>., =.>`i-..A�a s r•. ?f� :`Ti 10• d2 10.1 -22 ;r . . r�:` ,g<' �x. - � .' , . 5� R &W Engineers, a>s` a :' d-., '' <«:. 100 ROOF 3 I �g 3-10d ccmnlon 3! x D-14.., or 10 -39 17.6 =21 (}, �'� }A 1<A�>'$�'," -i e eti.J}i •, -{ 1'ki�' >•r%,,,,,•tti�>•':,�.r."� <.1.\•�'„°z - -ir"T a +�y 2 and .;; :' r : g: :.�.� r ^ =`s ( ) T contractor is responsible to carefully review these plans :, " 2.The n P �'.' .K d a" �: "W n lt_:>'.> 4-10d Ce nag ,.• `,x>,. -. �• � "• „i' , -,.«.,� ,�.. :x.. '� box(3•x.0.128");or P.C. .,q ,`` ,.': ,e "",.• z..... .rl:+E'' ,# ;- -b' .��.`:T row+..: .;«, N.-F..., ROOF V construction. •`'�`'' a.. •°•M • - VALUES BASED tJ 7-: Cin of an CanStt'U `R„�'; ��. ;°,., _,.:. .'"> ,:r,...�. .�' �;��. a'; y; 1 .. S D 0 2 5 DEGREE ROOF PITCH(6-12 TO 12:12 TO MATCH PITCHES SHOWN ON PLAN. specifications riot to the Gammen g y ,�, ��ir� •. _�� .��° S eC ( �` ��'.. �: �:- '`� «$ `=:"^�" �-%:;� .f' - '-+ Rcof rafters w ridda,vane or hi ratters or roof faREr 4-3'z 0131'nails P P f" r, 3 a.t r k ; ' ✓ :m.;' °'.d, a'„'" "r' r Y. P i ;t" 7 380'Ibwnline Road o minimum 2'ridge beam :M;.,• €. ' �. r.n x 9. 3 16d box 3/:"x 0 135');or a ht o J roll t .:, e b +• b �16dC s are moron 3 Suite 15 an ,�.- ,., r~� 0.162'' ►S 0 e I or d these ,• ;�>- un in 9 is fa ,f•a ( rift tie r m P cr en s a �' 3.An i P , ;�,�:, �1`."� �. n 'r End nail wA11 21.20 -2200 Y P -� q; �,A , -ate- :?- r 3-104 •x a= box 3 '� 0. 20"'or »G tri �'. ° �?. 1 a be � t. �, shall �-,' :� The contractor �� z wf,u,a e �� ..�- �: '�. 2 .20 -220 ec immediately. Th ��•' :��- � � � .� e architect imm ' of a a ;r� ,�.' b `r e attentionY a=� .� Hauppauge, NY til �;�= �^w= Via.- xs��;,' i �', " .� i gJx' :-' ,r.a u,�3as. •,�,»' 3-3"x N• ., aa• ��,. `��.';,�. ,,,� _. ^�' eF' 0.131'nails + i; - "s, �, 20.0 WALL 19.00' 20.00 e?tion or"judgement n �.,� �.:.-��,. �>;• ' �,;�" �.R,. � - : le for an outcome resulting from interpretation J g `;° t{' .�+�; �. ( responsible y g , ,. ... , - s3-1oo wtiLl4 19.00 -19.00 11788 use k , wan to be ` dimensions are �,.ti- : ,�,. -�� +, -�. m�' �.^, s only written ,,. ,:� � ,�.• -. cafe the drawing :.i: � >�� ';' Do not s Y fr calls". 9 _. ,l.Y:a, _ ��');' ;�� `> � Fy ";" i'a 101.500 WA�I.L•! 15-80 -17.00 g a+ 16d carmen 31'z 0.162'1 24'D.C.Lace nail mr y�� ( z 631 969- 535 �,• - •Wit" .Y " tiq'y s}. ,i.. - �"F*a'rr_-�. ,.,-..1 }a' ".".t''-- ..#i..�.>. 'ate.`- ..i'isyl".u1:... �, �: .�-,;:::,. 1., • r><-_ -ud nota race wall ?nets d.,. ;T,-_ � ,� .:n .$ 8 Stud i s t b d - - .. .111. ,•�. a _.-, .: :.�.�„•.•..-�.-. _ box 3 0.120 'Or i - .1.-, u to 10 WAS 5 ';c•= Y.§ !, tri t•ti�� n_,(F-+ t,r, a�' L D :r' :3' 'o 'I�•: - 1 it 21.20 -28. 0 MUM to meet :.["i�::a`� -=r'" .+ -: : Yte6 1 ":1:L�.. ._._;="' 6•o.c.tate nail on this project is expected AT MINI .�f--'� k4=��:,; ��: ,• ,� :�.� 1 • - _ �- canstructionperformedP a_,1 : 9 - �_- � 3•x 4.All P J �� •.. ° '� �dl - 0.131"nails (631) 969-$518 (Fax) - - 10.20 iVf,LL 5 9.00 -26.00 ... 1 w ;¢. f. s ,is '3 :�r :t�''• c s 1 constru ction ::•: s:�� : ion. AI ,M� - tvct � t e 1• l6EL box •x cos �;�: ;;; ;�:;;,> r S of rl �. 3 0 3d' c aril - - - .1 or i Ste and -• �. �-_ r_.�` , win :, _�, � ( e f 1 �g, �_ dth ��. tee ,;z'; �' r. i� nail20- o vv exs or ,�: ..� ' i� ALL 9 �. .+„•' t. ,e- n8.00 -23.00 r a, t _ >. 2•o c - � r . r� fid ttrn t at ntE Ec lln i a0 ca n_rs '4 `r Stud to stud a Abu suds Intersect!� - t i a a sic=^, a' 7�a�}' 3�, .y, ,r,i * uta� .r;v'H•H 9 9 •x ' ..... __ . ,: .- ,..{., �; .- `... _ _y ° t , .. 0-t3 'halls x a shl standards of the � .� , r. •. �• � - � - _ Carpentry and craftsm n w:4 ,, �•, ;� +,. ;-� ;' �, .�, :: -$ � � _ =r: , shall meet theaccepted rP ry P , ,...,,;,.• rib, n r :r°� .�+, _ �-=r•�.�i= j �,::;., `u:r,::�:+'� �".- �.,. (at braced wag panels) 50-100 1V!,LL 5 .� .4': F: s,+ -�-s at')+>. -- < .!" a� 't•, t ,, c r ts.so -22.oD t tom on 6•o. . cent. Substandard construction shall not . .�I �t ; ,,;,.: „ _: #- �' ,�, ) •:• ! ' =_��;� =-L_>-;_.�_' _-�.; ; • I -, :.' :. ``"[ `�„.�, .r = m (312 xo.16z•) 1 c fa _ 101-_00 +,tiA.Ls 15.80 -17.00 owner,architect, and building inspector. u •'� ' » ' '�- „ _ ,__ -___ _ _ _ _ •• '`'� I;a -ter.,r,;. .; ,; `�'".,�.�., ., a, 5 -� - - ''� "Jr%:_- S3Q. ''g^.:?,w:,',�.'St,, :TY -t 16d common ' 'X 6•G. -eaC d ar 1 0.162• 1 c h edge t -e nail for :';j ;.. : -•Jy k , . . _ t3 ) a It is the recommendation of the designer that the contractor :,,,. u' ;' .:l :':u -?: -_ 1 be accepted. ! r, , ., _._ „ 1D out-up header(2•l0 2"headcrvlth /;spacer) , , E ABOVE T PLE S tAll CORRESPOND TO ALL WiF1DOW AND DOOR UNITS OR ASSEMBLIES A5 SHOWiJ ON E S3 Ep ,- ? .'.. 1' t - r§ "; -°•' ,...,, �; >. . "> :_,. _ t6dbox 3/. x0135' 12'a.c_eaci elacenail THE 1 U OCT 9,2019: (? :: ti;ara9..,. m ke ,. '.,rs :,-..,:,., ,, .. - :•.w _.,.s i ,.c t ) 9 c 1 be familiar with the Journal of Light Construction guide to Residential �" . �, ,: .,, _• . f,., y ;.- ; DRAWINGS. THE COWRACTOR R1UST PROVIDE LABELED WINDOWS WITH t DP t:ATitJGS CLEARLY SHOWN aft 5-8dbo ,'x - ;,e, ;. .• a . . 1 t,.u; -- ;t,• ;i :_-.:::, :, x(21. 0.113�:or hWJUrACTURERS CER all ISSUED FOR PERMIT d Guide to Residential wit. . •• ;.I !st , w„ ;j '._ _ -_ i y. Y Tir C O11S FOR BUILDING INSPECTOR APPROVAL: Structure and Framing as well as the JLC Field l , , g ,�u t:+� f': 'pntinuous header to stud 4-8d common(2112'x 0.131");or Toe nail } 4t % _ a Hanle Wood L E fished b H z.._, . , _ •. � , �� =: '' '" .,., • � �. .� ' � . Construction,both Pohl y y ., i `' '��:'.-. .�� - '� - - J I J I -.•- :�• z. �` '� -, ' _ °� 4-10d box(3•x 0.128` NO DEIAAT10tJ FROtv1 THE STATEq VALUES IS PER ON THIS JOB:pP RATINGS ARE FOR h EW OPEtJ t GS W TH NEW •uta" A,� -. _ -;t. .� ... _ �':{N c , WINDOW r Y. 16d co ,+ S 0 iL REPLACEMENT WINDOWS ARE NOT GOVERNED BY THIS CODE. � y-, ^'•�•, ;,I:p 1 a < common(3/. x 0.162) 16'o c:face nail ;` r-1, <a< " •d' r.t.. '1 - ~�.. ;: ��^' f - � =t T tlatetalo cafe c t PART V of - r• a- <".� r •� 12 cn 1 P P 10d box 3'x a1 a" or Mechanical systems shall be installed in accordance with ,nim �� ? �},, . 5.M Ys 2 rwy« wq« wa• yt ( ). , ,b�zx-s 3{' � f,p u�r'•`., 3"iC 0.131* Itr� nails 12'D.C.face nzil ?fi a t•'•.>, :•�9' }:V T{f ,; ��, x.r: t• _ _ _ - :.j: - :r: "F�, •,3 t'- 01518 •1__-YSa� 8-16d t 'x A tett, :�.�. =i a>a^?:^i'4,. `,`a ,.�. .•}.rte "a�'z _,a, •-�P - - -- _ �•!c ommon 3/ 0 .,.�i, - wa• t, 1 , .1. ,.•t < ,,-, ,� - i- is -D seismic braced , .� ,. , Arae..-. j Double at splice e fa SDCs A 1111th e c ��="•' .' � s" Do Det t 2 12-16d •x - - bo « 'y w= tea_ T, - top P 1 � , .). 4-.. +J� K ) ,r VI of the ".� ,,;, Face Hatt on each stile ct ani otm ed in accordance with PART ( �' �" 3e install t�' '� - � '� r` � wall tines ?cin-<25' ) stems shall 1 r• t` - -«::;,��- rei�r >�, P 9 1z-10d •x 6.Plumbing S ,�_�-.;_;.;. c;r :-_::_. r A,M <t;�•:�, box 3 o.t2B :or 13 minimum 24'la slice length N t � P P 9 DEFLECTION -,. -'� �• ��"> ^;' .,�., ,. rLIMIT 3 S R 0 7 DESIGN aA:_ _�1 a.4': ,' 1. E N LIVE LO 3 ..� F:'= ADS 0 5 a: - fir•' I 23 l / »} 0.131 nails =iii._ y s 20151RC ,,r-•;�= ->-: - - w! r ';;,�;�. f.- >,�, ,,,_. ' side Of end joint) s rt ', _ /t.,` tea+: * 1 'I Double l0 ,late splice SDCs D3,D1,or D2;and braced wan 1 d 131!_'x 0.135"] 7.Electrical equipment,electrical systems and all wiring shall be installed in line spacing�zs P 12 96 STRUCNRAL MEMBER DEFLECTION BL DEFLECTION. USE u LIVE LOAD Lie 10 Un ?bitable its 't Rafters Ott without Stara avers vin nh 2 ha slopes realer e. accordance PART VIII of'the 2015 IRC 16d common(3112'x 0.162• 16'o.c.face uad 0 t a 9 than rs with L/180 g Bottom plate to joist,rim joist,band joist of , " ) interior ceding not attached b ratters Uninhabitable attics with limited slorage°i9 20 8.!n all framed walls,floors and roof/ceilings comprising elements of the 1d blocking(not at braced wall panels) 16d box(3 h.x 0.135');or inler:or�ti�lis and paliitrens N/t8D building thermal envelope,a moisture vapor retarder shall be installed an s•x 0.131•nails' 1r o.c.tate rail Ftd()t5 Habitable attics and attics served with fixed stairs 30 Lr360 Balconies{exterior}and decks° 40 g 3-16d box(3'/'x 0.135');ar 3 each 16'o.c.face n;u Ce,irngs with brittle finishes(including plaster LJ300 Fire escapes 40 the warm-in-winter side of the Insulation in accordance with Section R702.7 ao kin plate to joist,rim joist,band joist or and stucco) 15 blocking(at braced wall panel) 2-16d cammcn(3?i2"x 0.162'};or 2 each 16'o.c.face riar': Ce=tH,.°xJ;h flexible finishes in()ludin , Guards and handrails° 20012 0- ( 9 9YPsum UZ40 4-3'x 0.131"Waifs. 4 each 16"o-c.face nas', board) Guard in-rill coritponentsr �n and R1102.11 1 --- All()that structural members tl2.4D Passen ° ° 9,Wall and ceiling finishes shall have a flame-spread classification of not 4-Bd box{2 11 x x1135 or ger vehicle garages 5o Exterior walls-wind loadsa wHla plaster or H11r 0 Rooms Other than sleeping roams 40 3-i6d box(3'IZ x O.i35");or stucco finish greater than 200 with a:smoke-developed index of not greater than 450 in 4-8d common(21131 x 0.131');or Toe nail Exteriorwalis-wind loads°With o(her brittle M Sleeping rooms 30 1b24D Stairs 4-10d 00X(3'x 0,128');Or finishes 40' accordance with Section 8302.9 16 Top Of bottom plate to stud 4-3'x 0.131"nails Exterior wa wind loads'with 1lexibie finishes H11 20' - 10. Insulation shall have a flame-spread index of not greater than 25 with a 3-16d box(3112 X 0.135')`or - Lintels supporting tnasnnry veneer walls° LrBOD smoke-developed index of not greater than 450 in accordance with Section 2-16d common(3'12"x 0.162'};or, End Hai) 3-10d box(3'x`0.128");or R302.1 3-3"K'0.131*nails 3-10d box(3'x 0.128");or -- 11.Interior wall coverings shall be In accordance with Section R702 and 17 Top plates,laps at comers and intersections 2-16d common(3112"z 0,162°};or Face nail exterior wall covering shall be in accordance with Section R703. 3-3"x 0.131"nails I MEAN ROOF 12.Asphalt roof shingles shall be installed in accordance with Section R905.2 3-8d box(2'1."x 0.113');or --f} HEIGHT �•,• 18 V brace to each stud and plate 2-8d common(2112"x 0.131');or Face nail i 13. SMOKE DETECTORS AND CARBON-MONOXIDE DETECTORS ARE 2-1ad box(3•x 0.12$•);or REQUIRED TO BE INS'T'ALLED IN COMPLIANCE WITH SECTION R314 2 staples 1314• - w and R315 AND MUST BE INTERCONNECTED IN ALL NEW _ 3-Bd C0mMbox n`x 1:z'x 0):'or CONSTRUCTION AREAS. 18 1'x 64 sheathing to each bearing 2-8d Common(2'12"x 0.131");Dr _ 2-10d box{3'x 0.i 28"};ar Face nail 2 stapies..i"crown,16 ga,,1Ir,-long 3-Bd box(2'1:e x`Q,113');ac r y t{ CODE GDMPLIAN_(�" : 38dcommon(2112"x0,131');or eAv>;HEiGH1 d �` o W LU qty 3-1 Od box(3"x 0.128");or O 0 THESE PLANS HAVE BEEN PREPARED UNDER THE 2015 INTERNATIONAL 3 staples,1°crown,16 ga.,i 31411 long 9 [L RESIDENTIAL CODE. ALL DETAILS AND INFORMATION CONTAINED HEREIN ACID 20 1•-x 8'and v4der sheathing to each bearing Wider than i'x 8• Face nag t a,�`« SURVEY OF PROPERTY iCERTIFIED BY THE LISTED DESIGN PROFESSIONAL ARE IN COMPLIANCE V%ITH a-Sd box(2'I2•x 0.113');or %3 4:i 6 �� SITU_4TED AT -, THE FOLLOWING: 3-8d common(2112"x 0.13'1');or � O �'? � ,,,. �' �a�y� SOUTHOLD / 3-lad i>ax{3"x D.12s"};or C1 n .SUJf)rI �c�$ /' e,�h. � r,I' " t ,� 1.2015 IRC FOR ONE AND TWO FAMILY DWELLINGS - 4 stapies,l"crown,l6 ga.,13/4'iOncJ ►dt- TOWN OF SOUTHOLD; �{ H fi'p �v"� / E+c"r` SUFFOLK COUNTY, NEW -YORK 2.2017 NYS UNIFORM CODE SUPPLEMENT Floor '41) ti r �" 3.2015IECC 1 . to �() '1ko rya �`' sees• S.C. TAX No. 1000-78-05-26 4-8d box x0.113};or r /r 4.2016 NYS SUPPLEMENT TO THE ENERGY CODE T ,„ ", a, °r '�`- 'wdS� 'do•'e a9 r,aB' b°-f DdV!ds n SCALE 1"=40' -09-35.2 5.NFPA 70 STANDARDS 21 foist t0 silt,tap plate or girder 3-8Dd box(3n x 0.1213°);0.131 ); rt),or Toe nail ti tip`'� `• 14 ,�* �� 1kR DECEMBER 1, 2017 3-3 x 0,131'nails �QI t f `'40'x• 8 . "-C;4a 6.NATIONAL ELECTRICAL CODE . tL "aN'}tz ~ tiJ �3 / �.� 8d box(21/3 z 0.113") 4"o.c.foe nail O O 0 O THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE1 . ' 9 O . CCRTIFIL'D.TO: Rim joist,band joist Or blocking to sift or top 8d common(2 12 x D_131"):-or- Ilk; r _ k; r 1 REQUIREMENTS OF THESE DOCUMENTS. �_ - � `fi �-- ---- -7 tisNa: •r �� / �F10°w M1 �r,,,, �� KIM Glees plate(roof applications also) 1od box(3'x.0.128');or 6"O.C_toe nril FIDELITY NATIONAL TITLE INSUAm;CE CCuFAN'f . 1 ..:w.,, r �•% ` 2\ Al ` r 3 �-"•' �y�.r�g EMINENT ABSTRACT, Inc. 3"x 0.131 nulls °v�°*ko MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN 111 " I ' 4. ' °� 1 a� 3-Bd box(2 12 x 0.113):or I I I I O a�8 4" 1 90' j' LOT AREA DATA BASED ON PERFORMANCE DATAAND MANUFACTURERS RECOMMENDATIONS. 2-86 cotnmon'(21/Z"x 0.131°);or \ / "° $ / ```� S.C. TAX No. s,ls9 p.rL 23 1"x 6'subfloor or less to each joist Face nail +!$ r ry ,o3o-7a-c:-26 554 . ANY SUBSTITUTIONS WILL BECOME THE BURDEN AND RESPONSIBILITY OF THE 3-10d box(3•x 0,128•);or S.C. TAX No. 45,791.,. n, CONTRACTOR TO VALIDATE COMPLIANCE WITH CODES AND TESTING 2 stapes,i'craws,lis ga.,1314°tong' 1 8 • Imo-78-0;-142 ,.ou PROCEDURES,INCLUDING THE PRODUCTION OF ANSI TEST RESULTS,AA)'AA OO 0' oa O 0 1 1 ( [1► Tbt41 saasr °q. u. 3-1Gd box 3'12'x 0.135' of I I I 1 �O 0 0 0 0 O O V -' _ TEST RESULTS,ETC. j- g ( (31/a* t ): I ( ( I L\ I 24 2"suDtloo�to oast or girder Blind and tate aatl. 2-16d common 3/2'x 0.162 •g / �a,,w V;;_,'I':. 3-16tl box(3'/2 x 0.135'):or ,` , x'planks(p�ank:i beam-ftcOr&roof? , ; At each bearing,face nail I I I Ul � 2-16d common(3 IZ x 0.162') S.C.TAX No!1000-78-0 4.2 / �Q \, "7 3-16d common 3 1,•x 0-1fi2 r,> ".[.1,MOwx INUy�Dr,123 9Etu 10 POSTS AND CONNECTORS: 4-1D box(3'x 1;128'),or ' o� 1m+OR SUBDIVISION UAB£ FOR CELLA V"TTAI-£ 25 ''Ono or nm joist l0 joist F�td nail 4 •x 0,131'Halts:or 1 000000 •V � ! �` / 21;� ARR7/CD 9T SWr1.0lD.I1J.N1.L WArlJ O11 IXT'C{[!1. I,>$ .`• ori 4 M r/�, 1 / AtVt 4-3-x 14 ga.staples,711a'crotlm ° a a a a s a 1.ALL LVVFLITCH/GLULAM FEAOERS CALLED OUT ON THE PLAJ:S SHALL BE ( o.)- Nail each layer as toUo.',i,32'n.c 20d common 4'x 0.19 ,cr POSTED AT EACH END-POSTS CAN BE BUILT-UP 2X MEMBERS,dX►!D.'°ERS,6X at top and bottom and s41�e:a.;_ M MEMBERS OR ENGINEERED FRODUCT(I.E.PARALLPJ:)Uh7.ESS SPECUICALLY 10d box(3'x 0.1"28');or 24'o.c.face nail at top ani bottom r CALLED OUT ON THE PLIAS. ull[-up girders and beams,2-inch lumber 3'x 0-131"nails staggered on opposite sides 1 r .h to Jr 3 lG� i 6 2.POSTS SUPPORTING STRiCTURAL MEMBERS iswsT BE SUPPORTED 27 � And: ,/� f) 11 /� fill ��l /// /(O� �� J z v! 4rN°�Q o° ✓ n 1, COrJTiNUOUSLYTO BEAR:G EtTHERW(TH CONTINUOUS POSTS OR 6LOCt�JG 2-20d common(4"X 0.192');or /\ (� t/ 1 (� D �f t�(/ �/(� .� INSTALLED BETWEEN JOIST MEMBERS AS REQUIRED. 3-10d box(3"9 0.1.261);or Face nail at ends and?teach sc?ice P l ` 'Y;; 7, h \ 3-3'it 0.131'nails + _ 1�C ` 3.NO STRUCTURAL POSTS rJlt:6E SUPPORTED BY WOOD 1,)0157 FRAf 111:3. 4-16d box(34�x 0.135");Or ( 1 �1 n asy, +� _ ` SQUASH BLOCKS SHALL EE 4tSTALLED IN ALL INSTANCES VAIERE STRUCTURAL a0' LOADS TRANSFER THROLCHWOOD FLOOR FTM0JNG. 3•16d common(3'12 x 0.16_'),or �: =/ ,r ✓ :g edger strip Supporting Joists or ratters At each joist or railer,lace nail 4-1Od box(3'x D.128');or ti 4.ALL FLUSH CONNECTIONS SUPPORTING DIMENSIONAL FRA MING SHALL BE LtAIIE 4-3'x 0.131"nails < 4 USL':G SIMPSON LUS SERIES HANGERS AT THE CARRYING MEMBER S®TO 6"DIA � THE JOIST BEING USED. - 2J .ndYtng to joist 2-10d(3'x 0-128') Each end,toe nail �� r Ill i ' Lr[ S.ALL FLUSH CONNECTIONS SUPPORTING WOIST FRAMING SHALL BE I.tADE USO.G " %^:N, • - <. S1A1PSOfJNSIMISSERIES HA,NGERS ORAPPROVED I•JOISTHANG F.RS)ATTHE • ��, a � ` •'_�''�-, 1 ,� ` � �- / CARRYING MEMBER SIZED TO THE JOI ST BEING USIA. , •,f �� 6.STRUCTURAL MEMBER TEE CONNECTIONS WILL HAVE SNkPSON HANGER MODEL NUI( ER SHOWN ONPLAIJS.SUBSTITUTIONS WILL NOT BEACCEPTED. SPACING OF FASTENERS * REFLECTIVE e` c ,. ,:, DESCRIPTION NUMBERAND Intermediate WHITE BAGKGRD 7.STEEL l BEAMS SET FLUS9 REQUIRING CONNECTIONS TO WOOD FRAM:NG s c !Tell, OF BUILDING ELEMEV i5 TYPE OF FASTENER''4° Edges a° C, ; J SHALL BE BLOCKED IN THE"ESTO PROVIDE f IAILLNG SURFACE FCR R NGRS ,, Supports REFLEGTNE RED C (inches) (inches) PANTONE�18T 8,SPECIAL CONNECTIONS EETUEEN FLITCH BEAMS AND STEEL I EEAMS VALL SE Wcod structural panels,subtloor,root and Intenorwalt sheathing toframtng and particleboard wall sheathing to rraming .n r NOTED ON THE PLANS. see Title R6023(3)for wood structural panel exterior wall sheathing to wall framing) ��' C-) Mj 9.HANGER CALLOUTS WiTHAr:ASTERISK')AS SHOWN IIDICATE HANGER TO BE , I') od common(2'x 0.113')nail(subnoor,Wall)' F �'•. ` r-0f�.i,["p l-'.r 4C�»$•L Y•>s.L j �,•� '• 6 17 x '.'.,�' ,r '� x n. ! "•. ar A s:.ria.:ria r_t s-°.r s.s[s:-�;a INSTALLED USING SIMPS0fJ ED SCREW$10 X 1 112•V,TTH NO LOAD REDUCTION ° - ') 3d common(2'12'x 0.131')nail(roof) h UAL$ w3 u:•_,r L_ ., : Jf� :,,7K S.C- s E n r t.r.rk r..L" AS PER MANUFACTURER.THIS FASTENER REQUIRES A MI 1,1 M PEN_'TP.ATION c 3t •'� -1' 3d common nail(211()x 0.131"') 6 12' °� �.. 4 „.•, �ti'14`� i'++0="", �, ! DEPTH OF 1 1/T•WHICH IS SUITABLE FOR USE 1M1TTH FLITCH BEAMS VMERE - ' LONGER FASTENERS ARE NOT POSSIBLE. loci common(3'x0,148')nail;or ;y_ , V 6 12 :t« �e �!Y .8 5.5oitq(•) fid(2 1.x 0 131')deform'ed nail �� as '+ Otherwatl sheathing° _ •�' 112" '+•'structural cellulosic Gtie-Joard i'l_'galvanized roofing nail,71,°'head STROKE M;ar /• �,ieatming diameter,or 1'crown staple 16 g3.,V/;Iona 3 6 RELEASE DATE: AP q� In..-structural cellulosic 131;gaivaniz&d roofing nail.T/ie haad diameter. ti�s i. +�. `_J:.7 TOTAL LOT AREA 50951 SF 4 I•. , 3 6 THIS PROJECT IS TYPE"V"CONSTRUCTION 10/10/2019 ,.�ertuard sheathing or 1'crown scapi_16 ga.,1/;tong uwunn402ro u UFMc l Q.A=Kq, 1'/_ alVattl22d roofing nail;staple galvanized,SE Ili$9299 C e$A 1P"'C Of PROPOSED 1 ST FLOOR HEATED AREA 1664 SF ^= ':i gypsum sheathing° '/:.,'long; ,, ,• g p g 7 7 THIS PROJECT USES ENGINEERED LUMBER OR O s[cn7t r/o-7 a Tic IiY rf.a suiE ( ) •"'' 1/•_'Ion 1.e _crei%j,T e W cr E1�t". Nathan Tit Corwin III g: 1'p LAMINATED STRUCTURAL MEMBERS IN THE ROOF AND tib CAWC$GF TN6 SIAET..P Ant E rxxa PROPOSED ATTACHED GARAGE 326 SF 131;galvanized roofing Hath staple galvanized, FLOOR. THIS PLACARD MUST BE PURCHASED BY THE Z NBB:aslo srx'k1°"swu$int°m,,9[Pep u :9yP5um sheathing° 5 g i7 ,P 9' 7 7 to a A VAtro TRUE CV,. Land Surveyor COVERED FRONT PORCH 40 SF t 1;'long;1%'screwsi,Type W or S GC/OWNER AND IS TO BE PLACED IN AN APPROVED cERnrx,ran roc rrD 16[ca swu Fwl WOOD DECK 359 SF Wood structural panels,combination subfloor underlaymentto traming LOCATION AS DICTATED BY THE MUNICIPALITY OR 0.'0.Y TD TI4:PER-iUl rGi.,rAl TME s' +n BUILDING INSPECTOR. THE GC SHALL CONFIRM V FRFPIAPA A+,tl Cr M EC,Vaf TO iN[ Saau rc fu lel J L-ctun,Jr.LS _ Gd dc`OrP,ted(2'x 0•1201)nal;Or unNO COOfm x"ur'""'�.:r�,er rrn k:egl A.InSegao lS 7 ';and IcSS 8d common(2'/r x 0.131' 6 '12 LOCA`fION OF THIS PLACARD PRIOR TO APPLICATION. SHEET: 10 T.0 SIrNEE V SIC NC-4 'M TOTAL GROUND COVERAGE 2389 SF " )nail to T,E Asar:«[a v F,{UNC-4 L a Smis -:ss.sou - S;le Oras - C.,=,.:.a 1.,=[ IUikY[.CEP11gCATg15 AFC tai rrw6rDlAEtf. PHCHE(631)727-2090 Fo.(E3t;.�7-17;7 TOTAL BUILDING AREA(EKCLUDING PORCHESIDECKS 1990 SF _-3 •1,_1" Ed common(2'/2 x 0.131•)nail;or 6 i2 V'NVW=MPLIANCESIGNS.COM OR APPROVED EQUAL THE EXISTENCE Or ac,nS Or WAY W=s torara Ar "It F.;A:-' LOT COVERAGE 4.69 aro ed cefdmted(2'12*x 0.120')nail ANO/OR EASE11 ws Or Rrccia.iF 1585 Wirt Rona ►C b. I6 0 1 Cd common(3'X 0.148•)nail;Or ANY.NOT SHOWN AA[Not CUAAMTECD. ,,,,,,a,,y{,Net York 11947 A:-e.;.rL►,.Tin M0 GFA(EXCLUDING PORCHES/DECKS) 3.91 /a ;y 1t/8',-1'14' ,, " 6 12 R_ �d deformed(-r2 x 0.120)nail 1 y•4 `N CONCRETE: FRAMING: INSULATIONNENTILATION: i 1.ALL CONCRETE WORK IS TO CONFORMO C T RAFTER 4 OF THE 2015 IRC THE 1.ALL STRUCTURAL LUMBER SHALL BE DOUG FIR#2 OR BETTER UNLESS NOTED 1.ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICAL C�� ,• '_`'�`'. � , w•.�r. AMERICAN CONCRETE INSTITUTE ACI318. OTHERWISE ON PLANS. NON LOADBEARING WALLS MAY BE FRAMED USING#2 MECHANICALiPL UMBING ACCESS ARE TO RE FILLED COMPLETELY WITH i+ t': ['. r '�-. A SPF OR BETTER MATERIAL EXPANDING FOAM SEALANTAFTER WORK HAS COMPLETED. 2.SILL PLATES AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED AND APPROVED FOR SUCH USE.ANY LUMBER WiTHiN B'OF GRADE OR JOISTS A NOT TO RE NOTGHEn REGARD( ss OF AlowaNc Ry -no - 2.ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED 1 ;-• �- �P *• ANY HORIZONTAL WALKWAY SHALL BE PRESSURE TREATED. IF USING A OC NDTCHHFn�.lnl&T4 RFCOM TH R ¢PONSIBI rTY nF TH CnNTRA-TnR-ALL COMPLETELY WiTH MINIMAL EXPANDING FOAM SEALANT SPECIFICALLY _ �CUTHPORT LUMBER THE USE OF COPPER CLAD SILL FLASHING IS REQUIRED BETWEEN HOLES FOR PLUMBING MUST BE DONE IN ACCORDANCE WiTH RSOZB. DESIGNED FOR WINDOW AND ODOR USE. -... r o->,.z-.-.+-..,- -�.-.-.T...- ,•T'i_,.�•_ _ I7'� "'�a+-a'.;'t^" . };!' ,. w,. ,.?!i .:?.•:•,'S: •'°'!1�`.'ii•','j='�.n .I. "-i:�.,.•\-'�r""`°:_.%""'�••_..t"1 OODAND CONCRETE 1 S .:( ,, Dt IGS a" r..-..^. t } •e:..:•,ri ;-1:.,»i3'.•r-,..,,...C...s .�j1:%,t" i `t, ;se.'__^~.w`,•re.-i 3.DOUBt.EALL FLOOR JOISTS UNDER PARALLEL PARTITIONS AND ATEND RUNS. 9,INSTALL INSULATION BAFFLES ATALL VAULTED CEIILINGSAND ATRAFTIABAY - .,i"I=<.+�! s•n':,-.;.•.:r _ii'�a�Y':ia^'Y�•-"='' '��=;j ..&..i.,:-` , 1. , ,-^f----- ,r»•:1..r.i`-`z�i1�"..`a:s�#-�~':•,.k.,a'�-!.r.':�-..... 3 OO SHALL E _.�i•-' � •�€,TT,"�'•,.. .. -+' ; "- �,..,s�€r,z :,,,+• ,,,,;�:."•,.,..�..5.;.;7.,..,.�,. t,;,�w lig"; �..�• FOOTINGS B CAST ON SOLID SOIL OF APPROPRIATE BEARING IN! ENDS NEAR TOP PLATE TO PROVIDE UNINTERRUPTED AIRFLOW TO RIDGE VENT. PT POSTAS1' -_ - �* t ` t._-.= x_• �"" "r'""d "�= " ,�� r' ,�,lx.l.,,i. ,:,:r`,�•' `,:: .ty z!}'.s .t•f', t+� w�•j',: F� �-,,r.+.5. • e..•- 1�3:•,:p•.S. � `w^•".'F.:'^,-,',:•+,^..._..r.. Ave COMPLIANCE WiTH 8403.ALL FOOTINGS MUST BEAMINIMUM OF 3-0BELOW 4.BRIDGING SHALL.BE WOOD OR METALAND INSTALLED AT 8'-0"OC. PER PLAN Pr POST As 1 ��'•. •' �.,�;,; a :%- ' �'��'-''' =;.:b•=<°�`''=f. c: � +t< x J.� r. • <E x , ;•+ 120 N Ocean A GRADE, 4.RIDGE VENTS ARE TO BE OF APPROVED TYPE AS PER ROOF SHINGLE PER PLAN " + 1 < _ �' "•,�++r p,7�L - - . _ Ba ort NY 11705MANUFACTURER 5• __ :'.i. _�,,- ';i nr;?:RI� ii!"r .t;: _, vt'r'.a;nr...'.i :t^„. f5.PROVIQE WOOD BLOCKING AT MIN 24"OC TO SUPPORTTOP PLATES OF NON- � •� : ;• --•- ""_ . �' YP4.MINIMUM FOOTING BEARING CAPACITIESARETO BE NO LESSTHAN 20010 PSF SiMPSON AC" • C854 SERIES a ;,V" R?5; :_'' '• - , +t T?� "• � J41 �BEARING WALLS THAT FALL BETWEEN JOIST BAYS. SERIES P05T GAPS HEADERA5 VG .• r, ' • # i : t•," , !Aeu_ER,:s PosrBAS>= ;�.::. ��.Mt _ .- ��< R_• ' • . , � rm ,,, t:'�> � � t631'419-6158 UNLESS SPECIFICALLY NOTED, '-� `�° `�_ :• �'''�•� ��)•sINSTALLED IN PAIRS 5PEGIFIED G r - f ..; ;+I,POST GOt4N •D• NOiERE 5PEGIFIED 'AS%i 3 .rt :q t ' r't1 :: ;.. .r�S• h:.;'"y :i s t. :}'i, ". B.ALL STRUCTURAL LUMBER REQUIRES MIN 2"CLEARANCE TO CHIMNEYS. �� y_. �. I 5.CONCRETE MIX FORALL STRUCTURALAPPLICATIONS AREAS FOLLOWS: HEADER AS �^ P MIN 3'SIDE '`�+,jr ' .:> _.._ -••tt ,,r•-B`�.-..• _ �''� �<:r.!rt;. s. »"•fr�, -.� ,;�3:ah;�;� a:^ sdsinc@optonline.net 0 <: iu:;,:.. $�T:?.. i 7,g x• : s ;g>€ e..4, ;;t i+;o�; p' "'`�i' 44x. n 4t r. FOOTINGS 3000 PSI 7.ALL EXTERiOR AND STRUCTURALJLOADBEARING WALL HEADERS(UNLESS 5PEGIFIED • t COVERALL tc>tn " ..r = `:'67 �� - "®' jJ'^yr `:'•+ - a t- >' � =1 y Y >;a 4. C: -..) '• r{, e ': -s;% .-.. - �i::r-•i `?,i '` '"'a-'1'1l: :"+- ` .t .<-r #. .' $ r<.,. °'�'3 f: •:A'?,!'•N a ►S' SLAB ON GRADE 2500 PSI (NO WEATHERING) NOTED OTHERWISE SHALL BE 2 2X12 SET TIGHT UNDER TOP PLATE WITH NO TT I C 1 N S U LAT I(J N OTE �1 AROUND . { ) Iii l ';%,;,•-a: •r:,>F. ?✓r_:,..• :.•$=: r.^:` V �:iT' a >i-. i'. ..yfr, `x:,,11=,,: ` Ss1 e f.•,�•," '', .S,R -.° i is i�'.,,'P a�z5 '• =ni SLAB ON GRADE 3500 PSI (F�CTERIORANO GARAGE SLABS) SPACE OR CRIPPLED, • • >r- ••, i_ • .t.z,-r�t`�:N �'106,..,s't.,b:, t�:.3', •i,�•' t+ 'il:r_r,.s-s•: '"r.','[.��. , --.� �<:.e�,��;, is z1- ; .•- :� dss.�' •'y„�'�.�ty�f,7 .;'��.�� PORCHES/STEPS 3500 PSI :. y bb 1,"' i .� p n• .qi. u j ;} .N fi t; . • •. . 1/2'ANLNGR �A`i`'j 3' Y '�i :'f:.. F`;. >�,' T.,:..�1 : -�''):� 3 y ° •`•ter'` 4.. d' FOUND WALLS 3000 PSI (EXTERIOR) 8 ON-B O HALL MIN 2 4 UP O OUR +•' 80175- N.N x,.., _ "14=rY- "- x;3, I .:.r,.,s, ,?r r.r-i t:a,r Mw� •'r4��t e .,:� N BARING INTERI R WALLHFADER9 S ( )2X T F / 7' -r 's 1 T:ir. -•.�. .... .._:.,o Y- :. ,�i FOUND WALLS 2500 PSI NO WEATHERING / 4+ - :._. * c. ::r?.t, :,u :, { ) FEETAND(2)ZXBUPTOE{GHTFF_ET: EMBED si -°.a ) =;fid �. +. .�,- }: ;:I d::f=A:':;u � 1:;.4 ... LATTIC INSULATION SHALL NOT BE COMPRESSED BYANYSUBFLOOR,SLATTING , i n-,_ , r 'ys.; -a`u'n ! - - f �$'',i'��.a a4<, '' `#t ;�, u+ �.. ^ _ ` '`.r'' ,. }}:.. : _.. . .,. R&w Engineers, OR SPACERS ALL INSULATION MUST BE LEFTAT FULL DEPTH AS REQUIRED BY I ;( �--�., .. •. « "e:F s .' j..... p r .,,,L �.1 :.:, ",. L�n f 9.F►REBLOCKING IS REQUIRED TO CUT DEFACE CONCEALED DRAFTWAYS BOTH • . ``�� s e + .a,;•a.1 p.aa; 4, - a - {, g (t :';g.a""5 I' �::;�';�,a.. - 1.<•. :,t.-.. '. ;:i.cs' f ,- :. s w.;• :,y. '� ria w • 1'1�',•; =ZT 6.ALL CONCRETE USED FOR WALLS AND ALL CONCRETE EXPOSED O INSULATION SIZE. . • SIMPSON"LCV 4# x s I ,y,„ m tr'_> _,, r,- _+ , CP+ •.s,. 4 . ` ,,,,• x ,w�,•. - ..�' r.-�.', �.. :4 P.C. T WEATHER VERTiCALANDHORIZONTALANDTOFORMAFlREt3ARR1ER8ETWEENFLOORS. ,,;'� t ,t:.:, ;� �_ -.... ,:s„ ,:,: .. f � . i i _ SERIES POST GA•5 1.. MUST BEAR ENTRAINED. REFER TO R608.2. • MIN _!DE �,.. ; . !.y,•.y`',C =. r_.." � 2.R38C IS SUITABLE FOR USE IN 2X10 FRAMING-SUBFLOOR/STRAPPING CAN BE / _ - AT END CONDITIONS COVERALL ''-''S.tY`�f�'�` , t, - '''�';-'��- • �" •• s`==�€u`--'is'-�'::�� ,� •t:,.� .�,�: �:+'`'° t.. °'"• a�<�J;.' `��*s :. '� 'tar'., ' -, . _t+�r"r �._ 1;..,,nt ,•.r- - r.• ��,. ,.. $ ! :>.•I:, < :} r. � I t ','. 380 rfbwnline Road INSTALLED AND WILL NOT REDUCE THERMAL VALUE OF THE INSULATION. COLUMN AS _J INSTALLED IN PAItLS AROUND � .I � s ,}; �. : ;�c};i',;� ,� }� � � 1�` �, �i ',,•; 7.FOUNDATION WALLS BELOW GRADE SHALL BE DAMPROOFED IN COhiPL.IANCE 10.DRAFTSTOPPING IS REQUIREDATALL CONCEALED SPACES BETWEEN FLOORS �' - �.•^ '>' `•tr? $ %' '�:''.,, :- - ..� f: "-? ,:• r ° ...r II I" F'a.r i !I ( SPECIFIED 3.a t_ �r•>:t•: 9..wz< .pti,:_ t.3k. a s Vit,. WITH NYS CODE SECTION R408. REFER TO FOUNDATION DETAIL ;•r3" ._ � -t ',`- 'i'i f a ' ''::', t= i "' ; ,`3, t rig,-. �'s zi''' �t 5 AND CEILINGS t• r � ii 'L..,h �.r !.:y ,.;...:•,zt>`�a. :, ;. ':F.. ?;r• .; :,�.� _F, .. .:,sa. 1, t <.? :' .t.r,t, ,,, ►�3u1 e 1 0 3.R30C IS SUITABLE FOR USE IN 2X8 FRAMING-SUBFLOORiSTRAPPING CAN BE COLUMN A5 } ,.y,L&+c's,,,i.�'7:�-er�.,.`k"-.ix�, a.�.{."ha.`'`^►'� � �,�•i-.,.°.:,.2�•'• •-�,.. �:". ::!:Y'. Fa .. .a? .k� INSTALLED AND WILL NOT REDUCE THERMAL VALUE OF THE INSULATION. 5PEGIFIED ,;:; r 1'r•'' ;•,;_-`x ;�::,.� zr,;rt _ w -: ;t- BALLBACKFILLANDINFILLMATERIALUNDER SLABS SHALL BE COMPACTED IN 11,2XBLOCKiNGREQUIREDATALLUNSUPPORTEDPLYWOODEDGESANDAT K i, . �!. tL:k �k ��.'a�;_. Hauppauge NY MAXIMUM 12"LIFTS. %h ; a l,t :T n _ .� _ F.` � � ` ' MIDSPAN OF ALL FRAME WALLS. `'4I• f ROOFING (ASPH/FG): :> :.•; ¢ 11788 t.b5r� ':+.r�,,� as"!'9.ALL SLABS SHALL BE PLACED OVER AMIN B MIL VAPOR RETARDER AS PER 1Z ALL 8TRUCTURAL SHEATHING SHALL MEET7HE PERFORMANCE STANDARDS OF (631) 969'8535 R506.2.3. THE APAAND SHALL BE VISUALLY GRADED.ALL PLYWOOD USED SHALL BE 10.REINFORCING FOR SLABS(AS PER FOUNDATION DETAIL)SHALL BE WWM 6X6 EXPOSURE 1 MINIMUM. (631) 969-8518 (Fax) 10/10 WELDED AND SUPPORTED TO REMAIN FROM THE CENTER TO UPPEIR THIRD 13.BLOCKING SHALL BE INSTALLED TO SUPPORALL GUTTERS.FASCIA ENDS,GYP OF THE SLAB FOR THE DURATION OF CONCRETE PLACEMENT. BOARD ENDS AND CORNERS,TOILETAND BATH ACCESSORIES,CABINETS, 1.ROOF SHINGLE IS MANUFACTURED AS ASPHALT BASED,FIBERGLASS CASING ETC. IMPREGNATED ASPHALT E R FIBERGLASS. OWNER SHALL MAKE FINAL ROOF DECK 1 : POST CAPS DECK 2: POST BASES 11.WHERE APPLICABLE SUBSLAB INSULATION SHALL BE PLACED ACCORDING TO CHOICE FROM GAF OR CERTAINTEEO PRODUCT LINES SUITABLE FOR USE IN THE NYS CODE SECTION N11OZ2.6. 14.ALL FRAMING INTO FLUSH HEADERSiLEDGERS REQUIRE SIMPSON METAL RATED CONSTRUCTION ZONE SHOWN ON PAGE CVR-1. 6510 CAILSTRAP HANGERS SPECIFIC TO THE SIZE MEMBER BEING SUPPORTED. WRAP UNDER M-E,TURN LCT 9,2019; 12.THE CONTRACTOR SHALL COORDINATE AND PLACE SLEEVES AND CONDUIT 2 ALL VALLEYS SWILL HAVE FULL ICE AND WATER SHIELD UNDERLAYMENT-18'UP UP INSIDE AND NAILTO PLATE ?":;x REQUIRED FOR PLUMBING,ELECTRICAL OR OTHER TRADES REQUIRED TO 15,ALL SUBFLOOR US TO BE ATTACHED USING AN APPROVED SUBFLOOR EACH SIDE OF VALLEY. __ `" ISSUED FOR PERMIT PENETRATE CONCRETE WALLSAND FLOORS. AOHESIVEAND SUBFLOOR APPROVED RING-SHANK NAILS OR SUBFLOOR 8161 JOTS 7�,f, float sheattling ,,, SCREWS. 3.IN COMPLIANCE WITH SECTION 8905.1.2,ICE AND WATER SHIELD MUST BE USED =) FINISH FEDORAS 41'dlsmelor rrr^^^ nailed at 6,1 FI SHINGOVER ;. 13.EXTERIOR RETAINING WALLS,DRIVEWAYS,WALKWAYS AND NON-STRUICTURE ATOLL EAVES INSTALLED SUCH THAT IT EXTENDS FROM THE EAVES EDGE -- f•' � SELECTED HY OWNER HOG threaded GnCanlerl0j'st TOAPOINTATL.EAST24'INSIDETHEEXTERIORWALLLINEOFTHEBUILDING. • s�fs•PROH TOPDFUDGER rodWlhnal4 :Y N vnlhholdrnm RELATED CONCRETE ISNOTAPPLiCABLE7oTHESEDRAWINGSANDSHALLNOTBE ,Ln1R6TORA& andlvasltels .(_' ' THE RESPONSIBILITYOFTHE DESIGN PROFESSIONAL 4B'MAX#r-� - 6ALV.PETAL -c MAX-4- r-Cantinuousflashing 4,IN COMPLIANCE WITH SECTION R9052.6ALLSHINGI ES MUST BE INSTALLED 4b' � rsn4ERe _� NANGERSM• 814•T668UBFLODR g- -' 1 (par Dada),not showFOLLOWING n! DO NOT CARRY THE PROPERASTM D 3161 REQUIREMENTS.UFACTURERS LASS F RATING ARE NOT D THAT _ CANNORS N �/ I I ADDED LOWER AT WOO 9iJ1G FRED a c MO e I j t' • PERMITTED. L _ SC SUPPORT TOP AND 000M WINDOWS/DOORS ENGINEERED LUMBER _ _ _ JCIST � • _ �`�. 821 MIN INSULATION zt -.• � INDICATED ON PLANS I �t 6,ALL UNDERLAYMENTS REQUIRE THE USE OF CORROSION-RESISTANT _---- ___ � 44}L-1J REQUIRED ,,x,%;<?:I„, ,t;;;;.� , .At ,, 'S•�;.a:,' •i+� R,, -I DECK1Wi-1.1I li: )dIlj' ii ;S€ ' i •'> :.. FASTENERS AND SHALL NOT BE LESS THAN 36'APARTALONG THE OVERLAP j v SIMPSON Vm TENSION 'F'• °t -„,; ,I BEHINDZX P.T.LEDGER � AND 1/2'SLEEVE ANGH TIE5-24"FROM EACH 1.WOIST FLOOR BEAMS SPECIFIED ARE BY BOISE SUBSTITUTION OF PRODUCT 6 ALL ROOF UNDERLAYMENT SHALL BE AS REQUIRED BY THE SHINGLE 2x412"D (VERTICAL) 5E1F ADHtRINb END OF DECK AS Floor joist Deck DTT72 1.WINDOWS SPECIFIEDAREALLANDERSEN CLAD WINDOWS. MANUFACTURER SET IN PL PREM 1a•oG STAGGERED TIB BITUTHANE Mt HaRANE ° PER W114-SEE DETAIL ' joist MUST BE ACCOMPANIED WITH MANUFACTURERS CONFIRMATION OF (rDlkl to j ng t,jw; 2.ALL GLASS IS TO BE HIGH PERFORMANCE LOW-E4 GLASS. ADHESIVE WITH BEHIND 1X P.T.LEDGER d 2X bGlckiltUi EQUIVALENCY, 2x8 ° ' DECK PT RN,1 #10x3'SCREWS AT USE 1.54 RIM a ' COLUMNS I 2"OC TO EACH RIM ( t• 3.WINDOWS ARE TO BE INSTALLED IN COMPLIANCE WITH MANUFACTURERS Z ALL WOIST INSTALLATION MUST FOLLOW A MANUFACTURERS FLOOR BEAM FULL PT 2X12 JOIST(NOT 0513) T?* INSTALLATION INSTRUCTIONS. LAYOUT. WOIST MANUFACTURERS PROVIDE FRAMING PLANS AT NO COSTAT SIDING• STAIR STRINGERS / � R' ALL DEGKINGLUMDER o A71 J015T SYSTEMS " TIME OF ORDER CONTRACTOR MUST FOLLOW MANUFACTURERS FLOOR BEAM TO DE FRE55URE TREATED 4.ALL WINDOWS AND DOORS ARE TO BE PERIMETER SEALED AT THE ROUGH OP LAYOUTS. r ` . #2 0R DETTERS Y P OR DP ,we ar.0 e...4L e e rnovrom oR WITH MINIMAL EXPANDING FOAM SEALANT DESIGNED FOR WINDOW AND DOOR xTL•^s*"6weo*ALL GOMT1i1O S USE. 3.STRUCTURAL LVL MEMBERS THATARE GANGED TOGETHER MUST BE SPIKED s•sPNEREWA SST.%eeiu POUROMMOUNSEM ACCORDING TO MANUFACTURERS GUILDELINES. LVL MEMBERS GREATER THAN 1.SIDING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH NYS CODE SECTION 5.WINDOW OPENINGS SHALL BE PREPPED WITH GRACE SELF-ADHERING WINDOW 1171W IN HEIGHTANDiOR GREATER THAN 16'IN LENGTH SHALL BE JOINED USING R703 AND ALL MANUFACTURERS INSTALLATION GUIDELINES. ADDED 2X6 r..rms IR'u,ws1s44rLL BE PROVIDED •rn c+.:ss.ua+mPORc++wRF,aces FLASHING OR EQUAL OBSERVE ALL MANUFACTURERS FLASHING/DRIP CAP SIMPSON STRONG DRIVE(SDS)SCREWS OR FASTENMASTER TRUSS-LOK PT RDA UNDER ,��, ,s- ,n4e Pwoa FASTEN TO CONC/CMU FASTEN TO FRAMING REQUIREMENTS. SCREWS. 2.THE USE OF DRIP CAP OR Z-FLASHING ABOVEALL WINDOW HEADS IS REQUIRED. AT STAIR LOCATIONS oRssve,ar_aR�u•i SIMP50N OTT2 PROVIDES ,`�,; �;�R311A„�„� TENSION LOADING OF 4.THE USE OF DIMENSIONAL LUMBER FOR R1M1S.T3LOCK1IJGAAMINATIONS ETC IS 3,ALL SIDING AND WINDOW TRIM NOT CALLED OUT SHALL BE CHOSEN BY THE 1825 LHS Y�IHIGH EXCEEDS NOT PERMITTED WHEN USING WOIST FRAMING. FOLLOW MANUFACTURES OWNER MECHANICAL INSTRUCTIONS. R>=aUIREMENT50F R501.2.4 4.CEDAR SHINGLE SIDING LI CHOSEN BY OWNER)REQUIRES THE USE OF A DECK 3: STRINGERS DECK 4: RAILING DECK 5. TYPICAL CONSTRUCTION 5.WOIST HOLES MUST BEAS PER MANUFACTURERS INSTRUCTIONS. HOLE AND BREATHABLE BARRIER BEHIND THE SHINGLE SUCH AS OBDYKE BRAND CEDAR KNOCKOUT LIMITATIONS ARE LISTED ON THE FRAMING PLANS PROVIDED. WALL BREATHER OR APPLIED LATHE. CEDAR SHINGLE SiDING CANNOT BE INSTALLED DIRECTLY OVER WOVEN HOUSEWRAPS. INSTALLALL SHINGLE IN 6.WOIST FLANGES CANNOT BE NOTCHED,CUT,DRILLED OR ALTERED. STRICT COMPLIANCE WITH MANUFACTURERS GUIDELINES. 1.ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WiTH PART V OF THE 2015 IRC. 5.INSTALLATION CEMENT SIDING(IF CHOSEN S.OWNER)REQUIRES SPECIFIC INSTALLATION AND NG(IF CHOSEN BY REFER)R MANUFACTURERS HOLD SIDING UP Z.ALL WORK SHALL BE PERFORMED BYALICENSED MECHANICAL CONTRACTOR- 1"FROM VENT SET RIDGE BEAM SINMON H6PASTENER6 INSTALLATION INSTRUCTIONS. 2ND FL STUDS CERTIFIED TO WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT, R IIS THE DOWN TO PROVILB _ hrALLOFPSEr LOADING RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO SECURE ANYADDITiONAL E D O E R NOTES MIN V AIRFLOW AT PERMITS OR PROVIDE HVAC LAYOUTS AND DRAWINGS FOR ALL WORK. 6.ALL UFACTU YMENT/WRAP SHALL OF TYPE BY SIDING DG)SMART VENT RAFTERS TO VENT R106E E-VENT If GOND1T10N5ANDA5N T J•_ DURING THIS PROJECT. MANUFACTURER. RIDGE PENT 13'f SHED ROOF VENT TO H2 GONNEGTOK SELF-ADHERING W R-VENT tNG MEMBRANE MIN FIBERGLASS �L 7.RFFERTO WINDOW AND DOOR NOTES FOR ADDITIONAL PENETRATION FRAME WALL ROOF SHINGL): 3,ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL I 8'UPIDOWN Te00P*CATHING ww PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR 1.ALL LEDGER HOLES SHOULD BE NO LESS THAN 1 1/4'FROM ANY BEAM EDGE.AT INFORMATION' TRIM 5HFATHING ( v U C520 COIL FORAIRFLONAS N INSULATION ASPERPLAN CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE ENDS OF LEDGER USE ONE BOLTAT TOPAND ONE BOLTAT BOTTOM AND PRE- B.WHERE APPLICABLE:HOSE BIBS,LIGHT FIXTURES.EXTERIOR OUTLETS AND STRAP RE4'D BY DGI (� APRON FLASHING BAFFLES OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED, DRILLTHROUGH LEDGER TO AVOID SPLITTING. OVER SHINGLE / OTHER PENETRATIONS THROUGH SIDING SHALL BE TREATED AS FOLLOWS: L 2.RAFTER LEDGERS-SIZE LEDGER ONE ABOVE RAFTER BEING USED. SECURE 'A.ON VINYL SIDING INSTALLATION USE MOUNTING OR TRIM BLOCKS I - INSULATION SPEECIFiC TO THE PENETRATION AS MANUFACTURED BY MID-AMERICA CORP. 2X LEDGER ONE SIZE PLUMBING,-. ,. LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1PYLAT 16.00 - BAFFLES B.ON WOODIHARDI FOLLOW MANUFACTURERS INSTRUCTIONS FOR SEALING /• UP FROM RAFTER SIZE \ STAGGERED TO AND BOTTOM. USE SIMPSON LSSU SERIES ADJUSTABLE SEAT j HANGERS ATALL RAFTE2TO LEDGER CONNECTIONS. THESE PENETRATIONS AND WHERE REQUIRED USE SOLID PVC MOUNTING BLOCKS. / ANGHORTD FRAME WALL 3.CEILING JOIST LEDGERS-SIZE LEDGER TO MATCH CEILING BEAM. SECURE - i 914'PLYWOOD BLOCKING I`! AT 15'R- OK F 3 IT \ Q EACH SIDE IN MB OF / l '. ) SIAS TO J13 FASTENERS I Z 1.ALL PLUMBING WORK SHALL BE IN COMPLIANCE WITH PART 7 OF THE 2(015 IRC. LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2'LAT 16'OC I I-JOISTS STAG TOP/DOT LU tu STAGGERED TO AND BOTTOM. ENERGY •• 2.ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBER CERTIFIED TO WORK i.N E R GY EFFICIENCY. - �� IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT 13 THE RESPONSIBILIlry OF THE 4.FLOOR LEDGERS-FOR WOIST SYSTEMS USE 1 314 LVL LEDGER SIZED TO MATCH ! SIMPSON LRU n PLUMBING CONTRACTOR TO SECURE ALL PERMITS AND ARRANGE ALL JOISTS.SECURE LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 5"L HANGERS INSULAXON AS INSPECTIONS. AT 16"OC STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP PER SPCION5 LVlZAP STRAP UNDER AND BOTTOM. 1,ASEPERATE ENERGY DOCUMENT HAS BEEN PROVIDED WITH THESE PLANS.ALL FLOOR J015T5 MIN 6" FOLLONi DGI SPECIFIC RIDGE BEAM 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING INSTRUCTIONS FOR 51M5PON LRU Q ALL PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR 5.FOR DIMENSIONAL FRAMING USE 2X LEDGER SIZED TO MATCH JOISTS. SECURE INSULATION SHALL BE BASED ON THAT DOCUMENT. A5 PER ROQF tu fi1iJ CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE LEDGER TO 2X WALL FRAMING WiTH LEDGERLOK FASTENERS 31/2'LAT iV OC 1N5TALtATiON PLAN ADJU57A FE HANGERS OWNER MUST BE NOTIFIED PRIORTO ANY BILLABLE WORK BEING PERFORMED. STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP AND ( .I4PE DN AT ALL 1r;:9 SIZE -MATCH (� TO RAFTER SIZE SHOWN BOTTOM. 2 THE USE OF FAN FOLD INSULATION UNDER VINYL SIDING SHALL NOT CONTAIN A MT512 TO 4.PLUMBING FIXTURES AS CHOSEN BY OWNER-PLUMBER SHALL SUPPLYAMERICAN SECONDARY VAPOR BARRIER USE ONLY AN APPROVED SUBSTRATE ;I 5TUD5 E:1Lri SHED ROOF(INSULATED) SHED ROOF(NON-INSUL) V STANDARD OR KOHLER FIXTURES AT MIMINUM FORALL. RECOMMENDED BY THE SIDING MANUFACTURER. LU 5.AIR FOR COMBUSTION,VENTILATION AND DILUTION OF FLUE GASES FOR FINISHES: CANTILEVER STRAPPING SHED ROOF LEDGERS S T R U C T RIDGE V E N T I ING SIMPSON IES -� APPLIANCES SHALL BE PROVIDED IN COMPLIANCE WITH SECTION G2407. RAFTERTIES 6.RISER DIAGRAMS SHOWN ON ISSUED PLANS REPRESENTADIAGRAMATIC EEND AND OVErtAP (' INTERPRETATION OF DRAIN AND VENT PIPING. PLUMBING CONTRACTOR IS 93 EAR AT PC LANZIN-55 REQUIRED TO INSTALL ALL FIXTURES AS PER CODE AND SHALL UPDATE ANY 1.ALL GYPSUM WALL BOARD SHALL BE INSTAL-LED IN ACCORDANCE WITH THE MIN LANDIN5:a• EXISTING NON-COMPLIANT PIPING UNCOVERED DURING THE WORK. REQUIREMENTS OF THE 2015 IRC. 2.BATHROOMS,ENCLOSED LAUNDRY ROOMS AND AREAS OF HIGH-HUMIDITY SHALL • REFER TO LOAD PAT14 �' �,�.s RECEIVE MIN I/2'MOISTURE RESISTANT STYLE GYPSUM WALL BOARD. l `�(J i/"'s /f♦� � ', LNRAP OVERTOP PLATE GONNEGTOR5 FOR THESE SIX W'JL4MIN 1 i�1 ,A 3.GARAGES.UTILITY ROOMS WITH HVAC EQUIPMENTAND BOILER ROOMS SHALL 'a• a3 NDyIHG AND FASTEN TO INSIDE CONNECTIONS ,�.� AT EACH END RECEIVE MIN 1/2"DRYWALLAS PERTABLE 8302.6. PLANS MAY SHOW ADDITIONAL \ BAR-riFERTO EDGE CONDITIONS REQUIRING RATED DRYWALL. NY:R%83115.39 __ r :, OF 57RAF'-STRAPCk FOR PERNRTED RADII - A:"`; 1.MIN HOLD AT 1ST FL 1.ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH PART VIII OF THE 2D15 LRC 4.IN CONDITIONS OF NEW CONSTRUCTION.WALL BOARD SHALL NOT BE INSTALLED \ AT tib ING5 STRAP KING STUD TO :=; 2 MIN HDU513M FLOORS MUST RUN 12•MIN TDP PLATES AND JACK eta i* 3_TRIPLE STUDS(SOLID)REQ'D AS WELLASALLNEC GUIDELINF_SAND REQUIREMENTS. UNTILTHE HOUSE IS COMPLETELY WEATHER T1GFff WITH ALL EXTERIOR -';• A=LL COIL STRAP MUST ALONG STUD PAGe FINISHES IN PLACE. = \ \ STUD TO HEADER 1 - RUN MIN 12"ALONG � `e? -M 4.519'ROD/DDLTS WHERE SHOWN NUF 2.ITISTHE RESPONSIBILITY OFTHE EL.ECTRICALCONTRACTOR TOINSTALL ALL � 5TUDFAGElot aes(Ot ',: 4, 6.5EE"H1rONPLANFOR INSTALL AS DIRECTED LOCATIONS OUTLETS,SWITCHES,FIXTURES ETC IN COMPLIANCE WITH CODE. 5.BATHROOMS SHALL BE PRIMED WITH A MILDEW RESISTANT PRIMER. _ a•H:N MDAulactuPllD 6.SEE'HD'ON PLAN FOR LDGAT10N5 rl N05PECIALCONNECTORS 206600 NOFh57ENER5AY 3.1713 THE RESPONSIBILITY OF THE GC TO REVIEW PROPOSED ELECTRIICAL 8.CONSULT GC/OWNER FOR ALL FINAL PAINT COLORISHEEN CHOICES. MIN a"TREAD 1 REQUIRED HERE a$ener =9= yD u �--CLEAR SPAN ACROSSLU INSTALLATIONS WITH THE OWNERAND ELECTRICAL CONTRACTOR COMP FAL -` ! n(Fastener )re9uiied) `';;, N STRAP Q NLRAP STRAP UNDER OPENINGS WIDER THAN N :Il. U.S.Patent RIM BARD t 1 1 ,� 4.ALL WORK SHALL BE PERFORMED BYA LICENSED ELECTRICIAN CERTIFIED TO RIM AND PLATE 1VHL R 51X FEET TO HAVE HOU2 :M ,':; 8,112,495 h i+-i (� THE ELECTRICIAN TO SUPPLY AN UNDERWRITERS CERTIFICATE FOR ALL WORK OF BATH/LAUNDRY. f NO LOWER 5TUD5.W iN _I I�, HOLDDONW EACH S►QE ,`.'_; -,: V�y•�J til WORK IN THE TOWNIMUNICIPALITY OF THE PROJECT. +:`-" PERFORMED DURING THIS PROJECT. -� �~ Ica • MAX O-W KEA � 5EE FLOOR TO FLOOR ''x+' k'y: � �i-i 5.ALL WORK SHALL BE DONE INA NEATAND WORKMANLIKE MANNER OBSERVING ALL 13 BIR EA:44 - `' �. < f;UrAT 17 CG _ CONNECTION REQUIREMENTS PROPER PRACTICE AND CODE REQUIREMENTS. iF UNSAFE CONDITIONS OR 1A.ALL TILED WALLS- INSTALL 112'GP DENS-SHIELD TILE BACKER OR USE Lc., AT TNLO STORY J` CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE SCHLUTER-0Itra MEMBRANE OVER SUBSTRATE GONDI710N5 OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. r1:xsLcrE AT w-_R 1B.ALLTIL.EDFLOORS-INSTALLSCHLUTER-0LtmMEMBRANEOVERSUBSTRATE PE@:"TIED ELT TREAD \ �� t} •� (�� 6.ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED LIGHT FIXTURE PER AND TILEAS PER INSTALLATION INSTRUCTIONS. NOTE THAT WATERPROOF AREAS G_PTH 15 rc'�:D FR:'N o` �+• ROOM.OWNER SHALL CHOOSE FINAL COLOR SCHEMES AND FIXTUREISWITCH REQUIRE SPECIFIC INSTALLATION METHODS. L.#__1•45 Eva!!OP UPPER _ (j iC.ALL TILED SHOWER AREAS-INSTALL 112'CEMENT BACKER BOARD(HARDIE OR TREA?A5 54;AVJ - f iq�jm� STYLES. -' . t EQUIV)OR USE SCHLUTER-0ltra SYSTEM FOLLOWING WATERPROOFING ire ``•1� post-► •- ' rfOp INSTALLATION GUIDELINES. I I ."" . .ry..•. 7.ALL EQUIPMENT INSTALLED OUTDOORSAND EXPOSED TO WEATHER SHALLBE WIX)9 S¢e t/ memUu WEATHERPROOF STYLE SUITABLE FOR THAT USE C O N C STEPS OPENING STRAPPING Mzmo2r Designu '; adcieless THREE tW15 MIN THRHL`NAILS MIN x•r v 2.ALLTILE TO BE SELECTED BY OWNER Thlclntss AT EACH END A7EAGH END 1`'• B.ALL NEW SMOKE DETECTORS MUST BE HARD-WIRED INTO THE HOUSE ELECTRICAL 3.ALL BATHROOMS WITH A SHOWER OR TUB SHALL BE PROVIDED WITH ONE 1` Fid SYSTEM.ALL NEW INSTALLATIONS ARE TO BE INTERCONNECTED TYPE, r:., OF5TRAP•5TRAP OF STRAP-STRAP , MECHANiCAL VENTILATION UNTL VENTILATION TO EXTERIOR SHALL BE THROUGH Studs lost ' 'I=' ' Q Z / � ;Crr INSULATED NON-VD=LYL DUCTAND PASS THROUGH A SELF-CLOSING EXHAUST MUST RUN iY MIN MUST RUN tY MIN 9.GROUND-FAULTANDARGFAULT CIRCUIT PROTECTION MUST BE PROVIDED AS PER OUTLETAPPROVED FORTHISTYPE OF VENTILATION.VEN711ATION SHALL BE IN `� -- 2-.4'CO3-fnNUOV6 TRlJ'S DR CEILING JOIST A PRSefYS:C0'L'd ALONG STUD PACE ALONS STUD FACE O ' tea,�/ E39o2 COMPLIANCE WiTH M1507. \ Threaded ; LJ.TERA`ERACE AT 6'c.c. I 11arTIGr fn3V b8 ".)rs'Y C i•,;>i !' GABLE ENt7 TRUBS Rod ';; 'I_? regU red INSTALLLOPPERTIM v 4.ALL EXPOSED SEALANT INBATHAREASTOBESILICONE BATWTUBMLE 2'101 U` ` :,,:I; APPROVED. } ��'• \ FLASHINGI5F•AL1ER HOFASTENERSAT ."s=•. '•3'-':.�'.r. _ s+6 COIL 206 COIL i h 5.ANY WINDOW IN ATUB OR SHOWER AREA SHALL BE FACTORY PREFINISHED BY PRIOR7osETTTN43 CLEARSPANACROSS Pit a ys•.' 'j>t. �mF �tA:J:'•'g'y'sa .;.. STRAP STRAP THE MANUFACTURER OR EXTRUDED PVC SME. SILICONE SEALANT REQUIRED AT '\i j ' '�10 0Q NAILS �',. __:. Vertical HDU STRAP AND PLATE RIM BAND f.,• ' ALL CASING AND STOP/EXTENSION JAMB JOINTS. EXTENSION JAMBS(IF `` r ) G `'•» f Installation REQUIRED)FOR THESE WiNDOWS SHOULD BE FIELD FABRICATED USING SOLID ':�,.`'. _ ! t ••,• � ' • .:_a � PVC TRIM WITH A SILL SLOPED AT NO LESS THAN 4 DEGREES. �`�'1-1'i� _' { c ■ , ..: •JGfStI •,�, r, �• •j•d • Pg� t: \ '� S.LAUNDRY ROOMS(IF APPLICABLE)MUST COMPLY WITH E3603.3 AND E3801.8. 51 G. 1 ' v / ` °'' ,I Fn 2-2X •' Li•. I^' •j 206 COIL STRAP •"' OL.EQ 14.15 AT l O-o c. - _ " e s BATHROOMS MUST COMPLYWITH E3603AAND E3801AAND OTHERAPPLICABLE Blocking o;, ;d .' j LAPPED UNDER SILL a 206 COIL STRAP f '�`` C SECTIONS. 2'at-E(OGK t<41L:0 TO EAC / ri '• ,•• ;, .:% li i` SKILL KTH 4-1.1 HA1S ' PIATEAS PERWFGM � L&I'PEOUNDERSILL E 4L; y� 7.GROUND•FAULTAND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS / Typical ;,, PER NYSCODE SECTION E39OZ GYP5U4E>AR7 LIS HOU Tie i• PLATE AS PERWFGM rx crN, ;.ER KL2 y AT ��GAS E STRAP •, :s r • :(7� r:•I' �•r. S.PROVIDE DEMAND-SENSING VALVE TO SERVE WASHING MACHINE T°'� B e hve e n 10-IJ NAILS Floors :••' 4 9.DRYER VENTILATION SHALL CONFORM WITH LI1501, hilt j 'v'r.4 END NAL STUDS !,. 10.ALL WASHING MACHINES INSTALLED INA ROOM ABOVE ANY FINISHED/ With } '' RELEASE DATE: CONDITIONED SPACE MUST BE INSTALLED INA FLOODSAVER(OR EOU11/) ! $�% ' 4; OVERFLOW RECOVERY PAN Flgl re 3.Ta Gc_r 3 Ira ry gam:er,i.aR j10!) d.�! •;,'4 E,OTTOM STRAP IN SLAB BOTTOM STRAP IN moo 10/10/2019 CR NONJ015T CONDITIONS FLOOR J015T CONDITIONS GABLE ENDWALL HOLD DOWNS UPLIFT LOAD PATH SHEET: - - 1 (1.(,y...1 _N.• _•` • •+.1•'... � b3'-101/2" 1IT_Qr V-6--k.14 , 4 A-3 SPECIFIED S .SOUTHPORT D�S1GN ++JJ 32X18 VINY \ — — — — — — — 120 N Ocean Ave - � HEADER A5 — — —.— - — — — PER PUN 11705 I I Bayport, NY 51MP50N 5DS 114X4 g 29"X B"X 114"57 EEL PLATE 631-419-6158 e - - - - - - BOLTS INTO HEADER TO SUPPORT BEAM WITH FOUR D ! - - - - - - - - - I r �' HOLES T0AGGOMSDS 5GREW5 sdsinc@optonline.net • A-3 I I I A-3 3 X12"DIA SCH40 GIRDERS SIT DIRECTLY STEELGOLUMN IN ABF-44 BASES AT O EACH PIER FOOTING - — --- -- -- -_I_ :o 914'BOLTS MIN 6' WX1/4'STEEL R&W Engineers, J INTO CONCRETE FTG BASE PLATE (2)2X,0 PT GIRDER, q I I ? 631-101/2" V, ' 4�A-3 ,-. • ' t'.{ :�•.'"v..r =tL<S, .ter'±o"r, , „50UTHPORT �- — — — — — — — — — - ASPIATS ROOF SHINGLE ( ( Dt.SIQN OVER MANUF UND=RLAYMENT I I 120 N Ocean Ave HANDRAIL5 REQUIRED IBayport, NY 11705 ONLYWITH40RMORE D I I I I ICE AND WMTERSHIELD I I ICE ANDYWTERSHIELD ( IRAFTERSASPER 631-419-6158 RISERS A-3 I D MEMBRANE-5EEROOFING ROOF PLAN I I I I ,q� MEMBRANE og 1.2 I I NOTES ( I sdsinc@optonline.net N & N k� I I FIBERGLASS ROOF SHINGLE R5�5 PER SHINGLE A5 CHOSEN BY OWNER OVER MANUF APPROVEDro OP PLAN Y UNDERLAYMENT I METAL DRIP I \ I 2X101GEIL I METAL DRIP EDGE I n I FIR DOWN CEILING AGE I WRAP UP AND R &W Engineers, TO PROVIDE FULL (OVER RAFTERS P.C. 1X0 AIN FASCIA1c I _ I I j \` B 114'INSULATION — I EPDXY PAINTED GUTTERS 380 Townline Road n DECK RAILING 15 co z \ I SPECIFIED GE"AINTEEDINVISNENT INsuLAs I �}IRi� -- R30CINSUL Suite 150 OWNER OPTION(NOT 3D SQ ;fl ECK m - - -� I I -- I vINYL51DING L i �u�UUUI Hauppauge,g p NY FT REQUIRED-DECK LESS A B • ; GERTAINTEED INVISPMNT ( INSULATION SIMP50N WSW I_ 11700 / MASTER BDRh1 THAN 30"AS GRADE) A'3 A-3 m I R _ / 270 SQ VENTED SOFFIT h DLE STRAPPING + CEIUNGJDISTSAS (631) 9$9"8535 k ++ recIPIED • /'( 10'-6. I +; WISH INSIDE ! I / ► GEIL I SIOF SIDING AS CHOSEN BY I I n•DRYWAtL (631) 569"8518 (Fax) 4'-9" 14'-10" 21 � t / CeIL CeIL 1• I OWNER OVER MANUF SIDING(OWNER CHOICE) FINISH IH51DE APPROVED UNDERLAYMENT I OVER MANUFAPPROVED I I 51MPSON 10~1UNDERUYMEHT J I rTMP I 3'-6" 4'-7" 4'-6" V-3 3/4" V-91/4" 6'-b 1f 2+ f SWPe- FLAT► / G�EIL��I cea I ATVAI,)LTED CEILING5 I AYRAISE12 PLATES OCT 9.2019: ISSUED FOR PERMIT 11 FW 6080- CN 45FIDIER&LASS ROOF iY ASCH0 OWNERIOVER r CEFF T - 7� W2 ' ' ' ° _ - - S ?021 SB3021 / ; PROVED -2 tUNDERUYMENT 4 -�' 24•MIN 10 �� f• • _, f ICEANDWATERSHIELD IGEMIATERICEANDWATERSHIELDb MEMBRANEA5PER MEMBRANE AS PER in 624R 83630 y:DCE� \ N / R905.12 RW5.1.2` ( I I RAFTERS A5 PER CLOSET \ .�"- MB HALL `� �� '" �- ROOFFLAN DN c TW2 310 3 8 1;; f `I- = © m' MASTER BATH FIBERGlA55 ROOF SHINGLE I METAL DRIP EDGE ?� iTx 30 SQ FT iv 0 21 SO FT I r' 71 SO FT AS CHOSEN BY OWNER OVER BAFFLESI // I N O I MANUF APPROVED I s I. N 5 1/2" SD / '\ at. I / t � �} `r o _ / 2'-9 1/2° UNDERUYMENT AWMGLAD 1x9 c 3' I I 1 m, r 1 I - ( j 1 m METAL DRIP EDGE ' ! PRIMM SHADOW BD I INSULAE ' y ++-..-.. s 5'-Qa 3'6" `10'-6' r COMPRESSION AT ENDS SPECIFIED U ( I 'I \ / iSa -� I I NEGLIGIBLE-YAWEREDUCEP T-WHDRINGTH. -'r$' '�i A_UMCLAD IXB ON RE5 CHECK EVAL .? I PRIMED FASCIA I Q CERTAINTEED SOLID c $ 4 I s V ( v i r 'j{ \ { VINYL SOFFIT ATH ENTRY 4 I I o N I , CONT(2)9.5•LVL I.' `,r' SQ FT coo 58 SQ FT i- l KITCHEN I m' -- ks"s II j I; HDR-SEESECT a I S" N CO SD I co 289 SQ FT �iNo -0" '2'-0"� — — I GERTAINTEED INVI5IVENT f ( EWNGJ015T5A5 LL c, m I M, tr�T1' CCILING JOIST5A5 ci ! I I ,-N. .m + N t_ HALL I 1 I I m VENTED SOFFIT PEGIFIED c. .� i`'3 20 MIN M` -, ' = 58 SO FT I ' I m SPECIFIED 446 SELF GL —�C- ' f I '. co:�v ?_ ' I to I I I I I '� I SIDING A5 CHOSEN BY � _: I .- 0 /2'DRYNW L OWNER OVER htANUF DIRECT VENT I, -� SIDING AS CHOSEN BY I ! ` , DOOR : :;m , (D WISH 114510E BOILER Y' ` '= co j- ' I J V I I I I ry OWNER OVER MANUF APPROVED UNDERUYMENT VI DRYYiALL j ci - I 1 I T to s APPROVED UNDERLAYMENT I FINISH INSIDE I IMPSaN MECH U - m /J ;- 1 ,o olio L�— 1142ATYP lin sr6•TYPE•�C 17 SQ FT "' -Yj I `� v xj� BEDROOM n AT FJ_AT GI~II I�t��S 1 AT KE c. IN MECH RMI - - -�'- - - - - - - - - � �' >�c � 1361 FT .- - I lo .+ry 6:v.f.•,f !j -:..Pk?:.w-,s°e:t� Bs., _ �O �1 _ / A n r I I I I - 4068 � I I — �_�•- �-� �z - - _- �-� �,,. �r�,.�' - - - - - - � � I I (FLUSH) 00 - -1-J 51/2" � I I I I ,n co u; N �, I ( nl� ( m �M�IZANG DETAtILS5'-0" 4'-b" "I` ( \ m O in SD I ( ;: I tu LIVING I I 146 " 286;a -, 252 SO Fr I ( 1 D�-0" 1 I I I == - 3 3 OFT v o w v0 10'-0" PLT HT (i a I IW I I I z - - -� " 111 to x PLT HT I I in M I CSS N I I I N y, EL I I I I E p '' 10- I BEDROOM m j tu tu r ( I I MIN 1/2"DRYWALL (2)zxto o t I ( 162 SO FI' I � I I A +- - J ALL WALL5 AND CEILING5 a - - - - - - OF GARAGE A5 PER ft _ I ' ~ TABLE R302.6 �` 1b'OGt-'�� I 3112" t I ,r. F o I �t12 PITCH • 16"O, f w 412 PITGW .� . 7'-5 1 n" i to , SOLAR READY ROOF" I 7 W24510-3 10-24510 Q ;fit, /I I t i f 1=6" A5 PER 201511 RG AND APPENDIX Q I - iv r I I � ' ✓ I 2'-0' 13'-8 112 , i -_f = I RB 2015 IECZ Q i MIN REOUIRE D AREA 900 5.P.(Ui033) TW2 10-2 TW2 410-2 J I ( I I �,/ s 6 MU I =J I U I ' THIS ROOF PROVIDES (2)2X 10 274 5F OF AVAIL ( THIS ROOF HAS BEEN DESIGNED — -- -- — -- — — —. — -_ — -- -- �_ —� �': a .: I - -i^.:aGsp; ❑ 501 AR I FOR LOADING AS FOLLOWS: I 10 P5F DL(S PSF MATERIAL-5 P5F SOUR) PO Q FH I I I -3'-7 1/2" ' 3-7112 - v =I 25 P5F LL 14 nv2da 1o�.o-a1 a2aa io I ALL HEADERS MIN I I �! ,- r - - ~ - - - 2 2X8 UNLESS NOTED ® I i- 1 VENT WITH AS PER RB103.6: (BOOT A PERMANENT CERTIFICATE INDICATING ( } 12x12 FG COLS THE SOUR RIEADYZONE AND OTHER A B WITH UPLIFT ROD C —--- f t REQUIREMEN'T5OFTH15SECTIONSHALL I .--- -... •_ .. .. - .... ... BE P05TED NIEARTHE ELECTRICAL �'•J j' A-3 -3 OR F05T AT'GTR A-3. :� o ( DISTRIBUTION PANEL,WATER HEATER h OR OTHER CONSPICUOUS LOCATION BY:71. V/ -- I THE BUILDER. tu V.6' 7'-9" V_6" 6'-31/4" 5'-11 114" 4'-31/2" —3'-6" 8'-5112" V-51/2' - - -- I I w 1k , I L 14 20'-9" 12'-2 1/2" 7'-9 112" 1 b'-11" 6.2112" 's e I ' 9 y. w .:r� I - VENT WITH I O T A, �:I:. T FLOOR PLAN Boor i l TH15 ROOF PROVIDU :o n 724 5F OFAVAIL ( - � Z/4tit'-0' I tea, 50URAREA i � 1—..------- I i Q 0. p t lie NN 1_Mir EE R RAILING ® 2x10RIDGE-FULL VENT - - - - - - --� �--- 2x10RDGE-FULLVENT I _ AL bl, 3b",4GMIN = C - - - - - - - - - - - - - II - �. ilv . AUTO LIGHT N - S •,•A FIXTURECC °t ---- � e. >• �.a�.. FS LANDING c�'✓�': N_ ,. ZQ0 RIDGE-FULL VENTBAR 10, �✓ of E.�� j . 9b"06 AT STEPS > ,.�., ✓��i�r: �iT�/.� i --- o�'o CELLAR ENT WALLS' �.'• '�' o �� •�� .\ • ��" �✓� I I I I ® RELEASE DATE: 1 I 2Y'Rq _ I 16.02 , 10/�.O/zOi9 �y ✓` l i i ; l ✓� ' ;: ✓ Y.;�`s��y^y I I 1217 PITCH ✓�✓ � i ✓ ✓ ✓ -..;-, G.., �i`� irk': 2xb � •. ,. � � �' CYT-,>��, • 'i �., -/� i � '� - --. RAFTERS RA R5 DRYINELL 16'OG 1 b•OG pr 1 PITCH 412 P SHEET:LJ E GT■ ' UPPER ROOF PLAN a7�7 c t _ CELLAR ENT SECTION RF1 :GALP:3f,b•=,'-0• t t N 206 5TRAP ACROSS ALL RIDGES IN LIEU ":p 206 STRAP OF COLLAR TIES ACROSS ALL -A : • .. -. RIDGES TYP _ ,SOUTHPORT Dt)IQN 120 N Ocean Ave BOX GEIL J WITH Bayport, NY 11705 RAISED PLATE FOR 631-419-6158 RAFTERS-NOTE sdsinc@optonline.net ylytyly It 5ET'BAGK OF PLATE ylylylyil 2X10 GEIL J 1'-0" 2X10 GEIL J I I I I -PILATE: 16"OG-890 BOX GEIL J R & Engineers, 16"OG OVER WALL P. D TYP P C. [ lilt Rao - - - - - -- - - - - - - - — _ _ — _ - - _. 380 Townline Road J GROWN TRIM (3)14"LVL Suite 150 4•rwr+a rr THIS SIDE Hauppauge, NY R21 mci0,a �I\ 11788 GARAGE 969'$535 nIIMa4o w1640R DCM440 M440 r41240R M440 w1640R {631} MUDROOM,•� !� MIN u2"DRYWALL II ' ` r' 20 MIN RATED ALL WALLS AND GEILING5 *; '• KITCHEN '� ' LIVING / 0 631 969-$518 F DOOR UNITAS OF 6ARAGI=AS PER ROOM '- TABLE 8902.6 FY`tGb066 68 I PER 8302.5.1 M5 boa — bb ' I _ DGB36R B24I nI] - \, ISSUED FOR PERMIT - - — - - - - - -- - - - - - - -- - - - - '.x ! \ � r` .�. �.�'��\i i`i .i♦• ♦ ��''� r� -r.. ter: �/\: l;, `.:,.r=-;�•?'?:;;;/''%��r\., t��• ESR CH14\. \` \ \, \fir \?' > \\ �i\ \ \ \ t.` \ .=�! ;vi \� : N G \ /\�\ ✓ \ \' \ \ \ '` a ! ! \ \ \ \ ;y / r, r,/ '.i, .� ,' r / i, !�'}. r ` ,r . r i• '�r� \�,'/i !: !/i �;<;: (ESR) ! / ! / \ \\ \ � /`\.. .! ', '\ r % ') / riiit`r !�%'`' /J`/ / " '%%/ ��.' :r2�. ' '-•/'i.r..>r`/i.t/.•', r: ;/ •, /' / //,\l:�yj•/` / '! \ §�V\\, .,}�:;'.,,\.\�\b.�\'\'�\�: \�♦ "�:� \. ♦ ' \ \:�'�\!rr,\ \ fi '; \>,\`� \ \>jz !\ r '1 \`• �„ \) \ �. -'\ `\ , .Y" ., %l \ /V' \�7'\� 'r '\ \ \ ? � .\ Q� - _ r , ! ! f r !' ;.! / r i .i!! r •! .i-�.,<' /' ,•r(".\ lar- / �\`: \ \ \ 'i' lei /'! \, � '\ /,� \ :.`\tel♦. •,<`•• \� ,� ^ /� ' /\ \ '\\;< .`�\\ � \ �\`� ;` \ ` \� :*: \ ! J ! ! / \ ,, \ \ \ r /,, •..`. "moi !> i r \rJi \ `, r\-J/, \/ /. ,'r?. !\�\\/! \i"'/ /\\r/r ! /` / i\r\r /r i. /r\ !. \i r\r.r'.��\i�\/i\a••�i��'i'�\r\.)�.\•,\♦r''V\-Y�i/\r.ri�•' /\/{s 'r�\✓�•\'i\•r\rC: r\\.n`y\,\.`��. ,�'�♦,/\\��'i•a.��\`i�J�\/i.\r�!/.,, r\r,\r. r\./i - r\.t�r .�r?.�'i.`l/T,Y.;:!!,,`%!r\l!,rrC:,yl�r>�/'1\��i./'/c✓l/T.Y:fi1�✓r'',�''`•�•'i,�'�\.:•\>71'i,..�JSr'�\/\/r.!�ri�Y\�!"\\/Ji1.//'��:! SECTION VIE^ A SCALE:114"-1'•0' "i•\.lr,-.�. �Cr��r�-/.i�:✓J!"r. .�r1 r !r'rr``7/ !r r�!Y/\�� !'i��..�/i,,•i:.��ir.�'Y!�r��/�•r r /,tyrJ:\'>/i,s. f,l..}. >'.\'::;,;:,`!>.:ri'/,lamri•s�!, r\//�r ��//r�'` ,i •\ \ !, \r.T&UNI�=U�,%,r. r V�iiE�YYr11N�/i . . !•'fir ,:\r.' SY. r.•.`r/. r J/'', ri !!. , r.!r r r / ! !! .��i�✓r r ffLU� Vl LU LU _ a +h O LU p� CONSTRUCTION (TYP): A IL LA LJ 1- 11111 .1 1 1 1 1 1 kill Ill 111111 Ill 111 111111111 Ill 11jil 111 11 It 111[11111 Ill 111111 U ROOF: 2X8 RAFTERS 16"OG P05T5 TO VALLEYS I 1/2"GDX.SHEATHING a- WOYEN ROOF UNDERLAYMENT AND RIDGE _ Illiltill ASPH/FG ROOF SHINGLE(OWNER GH) REFER TO ROOF PLAN FOR HIP AND VALLEY SIZES it — — — — — � — — — — — — — — FRAME IN CONTINUOUS — - 2X1 D GEIL J015T5 16"DG(U.N.O.) (2)9.5"LVL AT TOP OF THIS 4" AN - 1/2"DRYWALL(T&S) WALL AND PO I - -' VALLEYS AND RIDGE I r' '� 890 BATT INSULATION AT FLAT GEILING5 LK245 R306 BATT INSULATION AT VAULTED GL65 \ MASTER o + I - o MASTER In Q BEDROOM MASTER BEDROOM .- BEDROOM 1 BEDROOM \ �.\ ." EXT we�i L S� BATH I k - 2X6 FRAME 16"OG 5068 668 I�Ob9 FYlSbCb6 - bb .... ° E ° / 7/16"OSB OR 1/2"GDX SHEATHING 0 FELT/UNDERLAYMENT A5 APPROVED z BY SIDING MANUFACTURER _ — — — ! -_ _ 510INO AS PER GG/OWNER — — -- — — — 1 I;I I I II. 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W I o / ! '! ! / / 380 Townline Road m z iii tri Wa / �! i , I BRACING THIS SIDE z Q U U BRACING THIS SIC-c u / �/!f ! f / Suite 150 SEGMENT CS-WSP t- D. p p SEGMENT GS N i9 w RETURN / /� /l HOLD- %/ /j�/,��,j � Hauppauge, NY i, W W Z M b PANEL DOWN Q Z a- m a p r ) t7 C3 rn BRACED WALL PANELAT DEVICE--o- HRACEO WALL PANELAT 11788 J BWL A-B SPACING: 39'-10" U J = BWL B C SPP L JG: 1 y'-3' 2 ,Q {9 END OF BRACED WALL LINE END OF BRACED WALL LINE CO 9 N � W in 2>- (631) 969-8535 to ? END CONDITION 1 END CONDITION 2 (631) 969-8518 (Fax) m REQUIRED CWS: 9-0' m U m m a PROVIDED C' ;S: >15' U J O¢ (�CONTINUOUSLYSHEATHE�T CONTINUOUSLY SHEATHED PROVIDED CWS: >19' PROVIDED C'ti';S: >15 z`n tv 0 z BRACED WALL EAT (� I �rh S 00 34r-10'654AGF 5FOMENT 14'-3 1112"E,3 5=3F'_NT f m L) m z Z BRACED WALLLINE 2 6 112" /2'-5112" 3'-7" 4'-d 112" 5'-9" 3'-6` I.__11'•2+? �aO�s 1 .� ` / /r 3'-3 1R" 117' f �� i'! ! OCT 9,2019: ` z ISSUED FOR PERMIT f / G/ � BWL2 •�/ ! � RETURN/ " DD •Ly PANEL 0• Cl�� ° m d8'MINIMUM BRACED WALL PANEL •SEE REQUIREMENTS MAX ( N%ALL BRACED AT END OF BRACED WALL LINE I �O, THIS WALL 1 - END CONDITION 3 ENR CONDITION A NON-CONTRIBUTING I �ON R_USLY SHEATHE rr BRACED WALLLINE -�► REQUIREMENTS zael ' "�-a" Return panel• 24"for braced wall lines sheathed with ` ", /// wood structural panels LJ 32'for braced wall lines sheathed with ,h f structural fiberboard I in Distance Q: 24"for braced wall lines sheathed with BRACED WALL PANELS: wood structural panels DIMENSIONED SHADED WALLS SHOWN N o� i 32'forbraced wall lines sheathed with m ' / f structural fiberboard - ° ( ON THIS PLAN INDICATE BRACED WALL PANELS I f / ° USED IN CALCULATING MINIMUM BRACED } c`V cin , HOLD-DOWN Hold-dowry 800 lbs capacity fastened to the edge of the WALLS AS REQUIRED UNDER SECTION 602. I W DEVICE FIRST device: braced wall panel closest to the comer and Cr, f.10 A ° :r VAALLPANEL 0cii ° U (n a) END CONDITION 5 to the foundation or floor framing below LLI °� ° BUILDER PLEASE NOTE THESE REQUIRE rn i� FULL SHEATHING INSTALLED HORIZONTALLY I � nd O O I inch=25.4 mm,t CDnt=301.8 min,l pound=4.45Iv'. m z `n co IN COMPLIANCE WITH R602.10-REFER rn W UJ U `3:3: N r, z❑ tv Wo FIGURE 8602.10.7 a.a o a TO BRACING METHODS AND NAILING PATTERNS 5 5 = END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING W LU - - - - -1 SHOWN THIS PAGE Q w lX z 0' N �a THIS WALL m m U m e a Q in V '- >> I I NOWCONTR�UTING I m 0 M it IL I .F ooh r-z,n" TABLE R602:'I0.3(9)-Continued BRACING,REQUIREMENTS BASED ON' WIND SPEED. PERM17TED OFFSET ��......... I I AS PER R602.10.1.2 •EXPOSURE CATEGORY B ' 30-FOOT MEAN ROOF'HEIGkT' MINIMUM TOTAL•LENGTH'(FEET)OF BRACED WALL PANELS 1�•• F `" • 10-F66T WALL HEIGHT REQUIRED ALONG EACH.SRACED WALL LINE! � LL1 I I I •2 BRACED WALCONES - - - - - J r Methods I- dtUltimate Design Braced Wall Line DWB,WSP,SFB,. Methods O - Wind Speed Story Location Spacing Method LIBb Method G8 PSS;FCP BPS, r CS-WSP,CS-G, - _ - T {mph) (feet) BY WSP,ABW,PFH, CS-PF' 3: BWL 1 PFG,CS-SFBe A tio�p` iIT ,e 10 5.5 5,5 3.0 2.5 O LU lu ..:, ,: . •. 30 14.0 14.0 8.fl 0 ~ 20 10.0 '10.0 5.S S.Q 1 F 7" a- CJ 40 18.fl 18.0 1ti.5 afl 2-11" 4'-10' 4'-t"-.i-Z 8'-3` 1' T-9" 50 22.5 22.5 13,0 1"1.0 60 26.5 26.5 15.0 13.0 - 9'•1 112' 10 10.0 'i10.0 6.fl 5.0 Q 20 18.5 -11.0 9.0 < CSWSP CING THIS SIDE � 30 27:0 27.0 15.5 ':13,Q" � IL 140 t:r 40 35.0' 35.0 24.0 97.0: W M BWL A-C SPACING: 59'-2" m 3 50 43,0 •13.0 24-5 21-0 -7 M REQUIRED CWS: 12'-10` 60 51.0 $1,0 '29.0• 25.0 b I 10 NP 15.0, E•5 7,6 CL PROVIDED CWS: >23' 20 NP :t7:5 '1G:0 .13.5 -30 NP 39.5' 23.0 40 NP 51.5 29.5, 25.0 15T FL BRACED HALL PLAN `F 50 NP 63.5 36.5 31.0 I B 1 SCALE:3116"-1'-0' 60 NP 75.5 43.0 36.5 For SI:1 inch=25.4 mm, 1 foot=304.8 mm,1 mile per hour=0.447 MIs_ a.Linear Pnterpolation shall be permitted.. is.'Melhod LIB,shall have gypsum board fastened to not less than one side with'nails or screws in accdrdance.with Table R602.3(1)for exterior; - BRACED WALL DATA: interior gypsum not c.Where a braced wall line has rpaiallel braced all lines anGp a orf both sides of differing dimenslions the average dimerisidn Shall.be 6ermitted to be (� used for braced wall tine spacing. WIND SPEED,: <140 MPH � p U! -,.-i SEISMIC: B TABLE R602.10.4-continued BRACING METHODS MEAN ROOF HT: 25 FEET METHOD: CS-WSP UNLESS INDICATED METHODS,MATERIAL MINIMURI FIGURE, CONNECTION CRITERIA' ED •`4,� CS-PF WHERE SHOWN THICKNESS Fasteners Spacing � ED O GB WHERE SHOWN FFP, Portal frame with ';e' See Setaion RB02.1(};6.2 `See Section hold-downs P°,g 8602:10.6.2 , Intermittent Bracing Methods < u u, PFG ? See Section r*� WALL TYPE "CS-PF": `' '�^ Portal frame at garage 11fi ;S' e Section 8602.10.6.3 [lam . )'�¢'v Rfi02.90.6.3 p��., 1.-EE &r 0 CS-WSP Exterior sheathing per " " `�� Table R602;3(3) . 6..edges 12" field REFER TO FRAMING DETAILS THIS PAGE Continuously , , L a MIN 1/2" INTERIOR GYP WALL BOARD sheathed 18 - Interior sheathing per: 4 / ,c>; t wood structural panel Table R602.3(1 j 9vR602.:3 Varies by fastener• i'f 1 r I W FASTENED WITH 1 1/4" SCREWSCS_G " (2) -Continuously sheathed s • - r...1 wood structural panel a T"r" "�` See Method CS W5P Sed CS-WSP , n n, ;, • adjacentto ase , ^"tvq��.• WALL TYPE "CS-CWS": openings g Continuous Sheathing CS-PF nor MINIMUM 3/8" SHEATHING frlectlOds Continuously , i 1:t f „See Section sheathed its See sec tlati 12602,10.6,4 r SPECIFIED 7/16" MIN SHEATHING portal frame 860210.6.4 LU u 1 t2 Mon 'x 0.12"d-ia: C9 MIN 8D NAILS 6 OC ALONG EDGES s.. (fgr:�l2."#dick sheattiiri ) C't,�" B446`� 4r,I� n CS-SFBd I zs 13lq".ion x.0.12"dl 't;; `"� MIN 8D NAILS 12 OC FIELD Continuously /2 Or 1-z for f° ono c� 4- '25/3 to SLER602.33 REQUIREMENTSFCIRWOODSTRUCTURALPANELWALLSHEATHINGUSEDTO MIN 1/2" INTERIOR GYP WALL BOARD sheathed maximum 16' (for ., thickingathls:o 3 edges structural fiberboard stud spacing galvanized roofing nails:or: RELEASE DATE. FASTENED WITH 1 1/4" SCREWS .8dtommon . • TA t l W1�long x 0;131'dia_) RESIST WIND P.RE39URE3'. MINIMUMW00 MININNM ULMMATE09SIGN bINIMUM NAIL. NOMINAL MAXIMUM WALL PANEL NAIL SPACING :.m"lo'SPEF.o V„r PANE a PAL PANEL STUD SPACING Inh Halls10/10/2019 WALL TYPE "G B": For S1:1 inch=25.4 mm,1 foot=304.8 mm,1 degree=0.0175 rad,1 pound per square foot=47.8 Ntm2,'1 mile per hour=0.447 mts. Psnatration THICKNESS yigchsa) Edgas Field Wind ax owmta[e a a.Adhesive attachment of Wall sheathing,including P.lethcd GB,shall not b+~' a fitted in Seismic Design at Sins (Inches) ttAT1NO (Inches) pnehas o.e.)pncJua o.e. 0 C D p rm sign C egories C,C?a,D.1.?nd pt.. (locomt�"on '° z"° '`+ 1 g 12 170 140 "5 1t° b.Applies to panels next to garage door opening where supporting gable end wall or-roof toad only.Shall only bi used an one vrall of Iltie ora e,tri. r 'b 12 10 '4° '�5 1/2" (OR 5/8") GYP WALL BOARD SECURED y. g g OdCommon 1T5 :�4rYn (u, p5 aoi3t z4 6 to A4e Ors "° BOTH SIDES OF WALL - MIN FASTENER Seismic Design Categories Do,D1 and 0:,roof covering diad load sha:l not exceed 3 psf.' Far St-1 lath=23 d aun,t mAL per hour=0117 nVs. c.Garage openings adjacent to a Method CS-G panel shall be provided with a header in accorda1lce viith Table R602.5(1).A full-height'clear opening SHEET: e.Panni stmgvtn etas parallel or perpendcutarto suprorw rhme. pt,tiwad sheatning edhstuds spaced mare than,6 inches on center shall ba apptiedt',uhpanNSie�„<haitis petpeadr�iartosuop,ns. SPACING TO B E 7" OC AT EDGES AND b.Tableisbased on%kind sulesacling"toxatdaMlawr yitcin uwidmgsurtacesinsccordincekroh$eiiiwlR3o12Latcralbraci iegwremepLs shall thodCS-SFnot be permitted s not nttoaMeeismicthod Design Cl_ A.Method CS-SF8 does not apply in:Seismic Design Categories Da,D1 and D�: N FIELD AS PER 8602.10.4 Method applies t°detached one-and two-family dwellings in Seismic Design Categories Do"mrough D2 only. Shari tic in accprdancentfi SecUmi 802.10. G Wand atrucWral panda WAh apaq mdnps d Wau•1G ar WaA-2•f shoe De permdted au an ancmate M penins with a 24Ip span ra3ng Ph+ i sdmg rated 16 o;,.or 24 civ.shnll be pemutted as awanerNde to panels Win;24116 span lasing.?*16 And Plyw.nod aiding 16 o.C,Shea De used%him muds spaced not more than t6 Inc nos on tenlLT." r r r: :elle _ .�• ';�� N1101.14(R401.3)Certificate(Mandatory). A permanent certificate shall be completed by the builder or re Istered design professidnal.and posted on a wall in the space where the furnace is located, a utility;rooni l3T an approved location inside;the"building;:;Where, r � `1:;;,.•.= located on an electrical panel,the certificate shall not cdver or ob§trucf tlie'visibili of.the.circuif-directo label, tY X31 T; service disconriect•iabel or other required labels.The certificate-shall list the'predominarit�=valu�s of insulation- a.•s.`.:�;��_.; � }-�� ' • ," �•• THE wsTALL1'RIGID EXPANDINGUTTO FIT installed in or on ceiling/roof walls foundation (slab baserneRt W7ll'crawl space wall arid/rii`f[cior)and ducts ! .':; �- • 11 U 1 RAFTERS,FOAM SMOOTH SIDES ALONG RAFTER_ q y+y. F•. YATTI EXPANDING FOAM SEALANT MAINTAIN EOUNALENTSPACEFORLENGTHOFRIGwwSUUT10N outside conditioned spaces;of, for fenestration and the-solar'heafgain"coefficie'ht•�(SHGC)'of fenestration, •; ,. J,Wt.. -..�,•_.� „ and the results from any required duct system and building_ envelope air leakage testing done'-604 ie building`. '50U�'hp�RT Where there is more than one value fat each component,the certiftcate'shall list thewalue couering the largest DF�IGN area.The certificate shall list the types and efficiencies of heating;cooling and service water heating equipment: �''°A`� INSTAINTE MRWALL Where a gas-fired.unvented room heater;electric fdrnace,•-onbaseboard.electric heater is Installed 16the 120 N Ocean Ave IITFRIDR WNL. it residence,the certificate shall list"gas-fired"unvented rdorrfheater, "electric furnace'or'baseboard electric Bayport, NY 11705 e INSULATION heater,"as appropriate.An efficiency shall not be"listed for gas-filed uh'Vented room heateirt,°electric furnaces or Arn '�� INTORVERIICALCHASE "-'�` INTERIOR WALL PROVIDE INTERIOR SHEATHING � �• electric baseboard heaters. 631-419-6158 / r �—AT EXTERIOR WALL PRIOR 70 _ 4 INTERIOR WFANB ALLA35L� sdsinc@optonli.ne.net, "-- 1, � INSTALL 1'RIGID INSULATION VERTICALLY TO CONNECT ! t INSULATING SHEATHING ENE1?GY EFFICIENCY FLO'I�t CHART RIGID INSULATION BAFFLE R&W Engineers, FNsFaL�THroIINrs CERTIFICATE R401.3 CERTIFICATION REQUIRED REQUIRED CERTIFICATION PREFAB FIREPLACE UNIT ? CEILING GYPSUM BOARD MANDATORY REQUIREMENTS �-- .—coNrwuous BEAD 7 BNscLATm EXTERIOR WALL J �, OR SEALANT LADDER BIOCW NG AS REOUBIED pI 1 AS AIR BARRIER 1,+2'RlG1DwSLILATION INSULATEDEXTERIORSTUD ! r+ counNuous BEAD OF SEALANT SHOWN ON PAGE CC-2 OF P.C. WALL INBTAtl INT'_R}OR SHEATHING j'•' THESE PLANS. 380 Townline Road BxTEwoawsLlealEDww PRITAU1pnOR TO UORSNENOF AIR LEAKAGE R402,4 ALL NEWCONSTRUCTlONlS PREFAB FIREPLACE UNIT R � S BEAD OF SEALANT REQUIRED TO MEET THE Suite 150 1*EXTERIOR INSULATION ON SHEATHING AS ATTIC - SECTION-SPECIFICALLYTABLE pp NY INSTALLATION CRITERIA OF THIS Hauppauge,e AIR SEALING AT CORNER VERTICAL BATHTUB CHASE R402.4.,1.1 SHOWN THIS PAGE. 11788 SAVE BAFFLEAND VENT-THIS DETAILONLYAPPL E MAXIMUM FENESTRATION R402.5 0.48 ANDERSEN TW AS SPECIFIED (631} 969-8535 TO E BAFF PROJECTS THAT HAVE CONTINUOUS EXTERIOR / corrrwuousMlNlMu U-FACTOR PROVIDES 0.30 WINDOW WGFQAMAT (631) 969-8518 (Fax) SHEATHING AS PART OF THE REQUIRED INSULATION I wwANDING FOAM MAR MAXIMUM FENESTRATION R402.5 0.5 ANDERSEN TWAS SPECIFIED PACKAGE-REFER TO CONSTRUCTION DETAILS ON SECTIONS PAGE C PROVIDES 0.31 cormNLNwsBFaDOFSF�LANr VAULTED CEILINGS HVAC CONTROLS R403.1 NA-EXISTING SYSTEM AND THERMOSTAT UNCHANGED HEAT PUMP/SUPP HEAT R403.12 NA WITH THIS PROJECT OrSEAEALANT BEAD DUCT SEALING R403.3.2 DUCTS,AIR HANDLERS AND FILTER ANY EXTENDED DUCTWORK --, CONTINUOUSSE AD j BOXES MUST BE SEALED AS PER SERVING NEW CONSTRUCTION OCT 9,2019: OFADHESIVECONTINUOUS IRC SHALL BE SEALED AS REQUIRED ISSUED FOR PERMIT CorrtwuousBEAD I� G= , ; i ' I BU THE IRC OF SEALANT W F ORA=IrBL J I DUCT TESTING R403.3.3 DUCTS SHALL BE PRESSURE ANY EXTENDED DUCTWORK I I I;i•1 I I 11 TESTED TO DETERMINE AIR SERVING NEW CONSTRUCTION LEAKAGE SHALL BE TESTED AS REQUIRED ~—WOOD FRAME FLOOR ASSEMBLY— BU THE IRC FLooR C 11MOUSBEADOFSEAl1NT MECH SYSTF�vt PIPING R403.4 MIN R-31N5ULATION ON ALL INSULATION WILL BE REQUIRED ---'�"� AS AFT;VUER BOARD INSULATION --' AS SPECIFIED `l AS AFT .-fPSL SYSTEM PIPING CARRYING FLUIDS ON ALL PIPING ABOVE 105 OR BELOW 55 CONTINUOUS BEAD pROV®EINTERIOR I COWDOLOue BOD OF SEALwNr I HEATED WATER R403.5.1 WHERE APPLICABLE,INSTALLED AS N.A.WITH THIS PROJECT OF SEALANT AT EXTERIOR WALL PRIOR Ipl. ` CIRCULATION AND TEMP TDSOFFITASSEMBLY J PER R403.5.1 ,J MAINTENANCE SYSTEMS CONTIMMsBEAD AIR SEALING STRATEGY FOR MANUFACTURED FIREPLACE COHTIN°USBEwoFSEALANT FEE) MECHANICAL R4D3,6 BUILDING SHALL BE PROVIDEb WINDOW/DOOR VENTILATION VENITLATION WITH VENTILATION THAT MEETS 4%MIN OF FLOOR AREA`HAS OFSEN.ANT CCDF��BEAD CERIN BAASIE GYPSUM ( / AS/JRBARITIER THE REQUIREMENTS OF THE IRC BEEN PROVIDED IN INTERIOR GYPSUM OR IMC COMPLIANCE WITH R303 CONTINUOUS B EAD OF 8 EALANT EQUIPMENT SIZING AND R403.7 HEATING AND COOLING SYSTEMS NA WITH THIS PROJECT. BOARDWALLBOARD AS AIR LARRIER COINTIN,WS MIMMAL WOOD FRAME SOFFITASSEMBLY EXPMStiG FOANAT il' EFFICIENCY RATING ARE REQUIRED TO BE SIZED USING SYSTEMA IS EXISTING ? INTERIOR WINDO,vPI:RIME7ER MANUAL SIJ CALCULATIONS �w CONTINUOUS BEAD OF SEALANT LIGHTING EQUIPMENT R404.1 NOT LESS THAN 75%OF THE ALL NEW FIXTURES INSTALLED I LAMPS IN PERMANT FIXTURES SHALL COMPLY WITH THIS AIR SEALING AT CORNER VERTICAL CHASE SHALL BE OR SHALL CONTAIN SECTION HIGH-EFFICACY LAMPS(1.E LED OR CFL AIR SEAL AT CABINET SOFFIT//TWO�TORY CONTINUOUS FOAM AT PILOT LIGHTING R404.1.1 FUEL GAS SYSTEMS SHALL NOT OWNERJGC SHALL PROVIDE EXPANDING FOAM AT WINDOW PERIMETER HAVE CONTINUOUSLY BURNING EQUIPMENT(STOVE LE)THAT PILOT LIGHTS RAI COMPLIES S WITH THIS CODE AJRW1_F_R•EE SECTION PLAN FJR STYL'SIZE Arne INSULATION COMPLIANCE METHOD TOTAL UA-ALTERNATIVE(RES-CHECKATTACHED) ARIGID TTIC VAPOR RETARDER R402.1.1 AS PER R702.7 CLASS 1 OR II VAPOR VAPOR(RETARDERS ARE NOT ANTICwst:LAnoN COMDR SSIn ON ILVALUEIDEPTHPETPERIM E` RETARDERS ARE REQUIRED ONLY REQUIi�ED AS PER CODE BUT COMPRESSIBLE WFATI+ERSTRIPPB+O ATP(:RIMETER OF ENCLOSURE COINR N,)oU5 LIIMAL ROOF FRAMING 6rtE BUILT ENCLOSURE-MECHANICALLY SECURED EXPAN;,t•w,FON AT N,NDow PERIIlTER WINDOW UNRAS ON THE INTERIOR SIDE OF FRAME USE OF'VAPOR RETARDERS SHEATH INTERIOR OFATTIC ,/.� ;S .'+� ":i�' •':. •, PLAN FOR STYLEISIZE AIR IIARRIER•S WALLS IN ZONES M4,5,6 AND SHALL NOT CONSTITUTER ACCESS TO+PAF INSULATION -'„• "�.'',�;: VIOLATION OF CODE LEVEL ri '• `�' 'r' MAXIMUM FENESTRATION R402.5 0.48 ANDERSEN TW AS SPECIFIED PLUMBINGPIPE ,'RIGID INSULATION U-FACTOR PROVIDES 0.30 `'.'�:r '. •/ '�: ?:'• ' i L oNrINUOUS MINIMAL MAXIMUM FENESTRATION R402 5 0.5 ANDERSEN TW AS SPECIFIED (� tu EXPANDING FOAM AT SHGC PROVIDES 0.31 ”' TOP PLATE—"' r CONTNa'JUS IND OF SEALANT WINDOW PFAIMETM ACCESS PANEL TOTAL UA-ALTERNATIVE R402.1.5 SEE ATTACHED RES-CHECK SEE ATTACHED RES-CHECK DRAWACCESS PANEL.SNUG (RES-CHECK ATTACHED WITH PERNETER 5CREW5 MECHANICAL LATCH TO PRESSURE EAVE BAFFLES R402.2.3 BAFFLES ARE REQUIRED FORAIR- BAFFLES SHALL BE INSTALLEDFOAM sFALArwFATHERSTRLPPwG .--- carnNlDus rwoFADHESNE PERMEABLE INSULATION IN ATTICS AS PER OVERHANG DETAILS `►J DI�N�T T"'M"s"E°"IR� � r ' SHOWN(ON THESE PLANS FwISINCELUNG ACCESS HATCHES AND R402.2.4 DOORS FROM CONDITIONED TO ASOLID INSULATED FIBERGLASS A CONTRUWSEtD OF SEALANT �' ' I COfNTW0005 BEAD OF SEALANT DOORS UNCONDITIONED SPACES SHALL BE DOOR IS PROVIDED AT THE TOP Z LU w <lMANUFACTURED PULLDCAYNSTAIR t WEATHERSTRIPPEDAND OF THE STAIRWELL AND IS O AIR SEALS INSULATED TO A LEVEL SHOWN ON THE RES-CHECK ING AT ATTIC HATCH//FINISH SCREW , •��i coNnNuous BEAD EQUIVALENT TO THE INSULATION SOFTWARE FOR UA Ir- ON 4 ON THE SURROUNDING SURFACES COMPLIANCE I (L MASS WALLS R402.2.5 EXEMPT THIS PROJECT DOES NOT W iL coNTINUous BEAD OF SEALANT CONTAIN MASS WALLSW U_ " STEEL FRAME CEILINGS, R402.2.6 EXEMPT THIS PROJECT DOES NOT AIR SEALAT TOP PLATE PIPE PENETRATION FLOORS AND WALLS CONTAIN THESE ITEMS Q FLOORS R402.2.8 FLOOR FRAMING CAVITY INSTALLER SHALL CONFIRM INSULATION SHALL BE INSTALLED COMPLIANCE WITH THIS TO MAINTAIN PERMANENT SECITOW. Il l AIR SEALING ATATTIC PULL DOWN ATTIC STAIR! CON7h%A:USBBDOFSEALAINT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR BASEMENT WALLS R402.2.9 WALLS IN CONDITIONED N.A.WITH THIS PROJECT- BASEMENTS SHALL BE INSULATED UNCONDITIONED CRAWLSPACE EL -% -i FROM THE TOP OF THE BASEMENT WALL DOWN TO THE BASEMENT ELECTRICALW1FE MANUFACTURED RECESSED LIGHT VICLO,SURE CONCEPTUAL AIR SEALING STRATEGY'ATTVO STORY COND ITIONS FLOOR SLAB ON GRADE FLOORS R402.2.10 NA.WITH THIS PROJECT- ATTIC INSLAATNxN o GARAGE SLAB I5 NOT HEATED, �RooF�EILm CONCEPTUAL AIR SEALING ST WOOD F O CRAWLSPACE WALLS 8402.2.11 A5 AN ALTERNATIVE TO INSULATING NA WITH THIS PROJECT f� IHTERIOIR WORD FRAMED WALL —TOP PLATE STRUC7vrtt: trGYP�'SUMBOARD DRYINAILLCUP EXPANDING A��- ONE STORY CONDITIONS WITH WOOD FLOOR FOAM SFAIAM �� 1 ' STRUCTURE FLOORS OVER CRAWLSPACES, CRAWLSPACE WALLS CAN BE INSULATED. Q C MASONRY VENEER R402.2,12 EXEMPT THIS PROJECT DOES NOT ,e" WALLSTL,o CONTAItVTHESElTEMS '`o. I J SUNROOM INSULATION R;02.2.13 EXEMPT THIS PROJECT DOES NOT �- / INSULATED EXTERIOR WALL I EXTERNORWALLSHEATWNO + 1 I CONTAIN THESE ITEMS � i FENESTRATION R-102.3,1 AN AREA-WEIGHTED AVERAGE OF NA WITH THIS PROJECT- z CONTINUOUS BEAD OF SLM AfNr ExPANDINcrowsF�uurrATPeRI,ETER FENESTRATION PRODUCTS SHALL RESCHECK PROVIDED BEAD OF spin BE PERMITTED TO SATISFY THE U- 4-I LU �ORYwAucar+c t - FACTOR REQUIREMENTS RECESSED LIGHTING FIXTURE �---� R;02.3.2 AN AREA-WEIGHTED AVERAGE OF N.A.WITH THIS PROJECT- FENESTRATION PRODUCTS SHALL RESCHECK PROVIDED C� I BE PERMITTED TO SATISFY THE ca AIR SEALING AT RECESSED LIGHTING IN ATTIC II~ ; j" INTERIOR INTERSECTING WALL WITH DRYWALL CLIPS AIR SEALATTOP PLATE ELECTRICAL PENETRATION I„�1 PONr+I.UwsLNEADOFSEALANr SHGC REQUIREMENTS r N 8402.3.3 UP T015 SQUARE FEET OF GLAZED THESE EXEMPTIONSARE NOT FNESTRATION PER DWELLING PERMITTED WITH THE UA- a h E G SHALL BE PERMITTED TO BE ALTERNATIVE PROVIDED WITH V u EXEMPT FROM U-FACTOR AND THE ATTACHED RES-CHECK SHGC REQUIREMENTS. t� _ R402.3.4 ONE SIDE-HINGED DOOR THESE EXEMPTIONS ARE NOT Vis"-1�%vim WITH CONCRETE/SLAB FOUNDATION ASSEMBLY UP TO 24 S.F.IN AREA IS PERMITTED WITH THE UA- AI R SEAL DETAILS EXEMPTED FROM THE U-FACTOR ALTERNATIVE PROVIDED WITH REQUIREMENTS. THE RES-CHECK 1. r .' •' ASD ate, DO N�7 eGALE INSULATION R403.3.1 SUPPLYAND RETURN DUCTS IN HVAC CONTRACTOR SHALL ATTICS SHALL BE INSULATED TO A DEMONSTRATE COMPLIANCE wLj ' MIN R-8 WHERE 3"IN DIAMTER AND WITH THIS SECTION cEmmEIACKERBOARO THAN 3'IN DIAMETER. GREATER AND R-6 WHERE LESS t ✓�`, ' _.._._. ..__..._._.,..._•.__._. DUCT LEAKAGE R103.3.4 THE TOTAL LEAKAGE OF THE HVAC CONTRACTOR SHALL be There provided SHALL 1S GOVERNED BY DEMONSTRATE COMPLIANCE �F TUB SURROUND FINISH Exposed ea.-ttr in ur;�:er.:ed era ,,t s,.accs s..a.l instead of floor insulation, THIS SECTION WITH THIS SECTION Crawl space wa y lis covered w�7 a Class I:•aper re:r-rar v.-.In insulation shall be permanently attached to the r TUBUNIT ovedappirIg jcirts taped cra';:space v+alls. HOT WATER PIPE WZ3.5.3 R-3 MIN PIPE INSULATION IS PLUMBING CONTRACTOR SHALL INrERIORVERTICALc+ L INSULATION REQUIRED ON>3/4'PIPING,PIPING DEMONSTRATE COMPLIANCE DL:ct sha's,LrtFt/pcnc�:.c 15,and CL.e snzcs TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION Shafts,penetrations open:ng toexleficrcrLn:cnd.ler:�dspaces'1a!1be LOCATED OUTSIDE CONDITIONED WITH THIS SECTION.ALL PIPES lti'' r.`. '""' ,`�f•� PROVIDE RfMMOR&�FATHINQNl SPACES,PIPING FROM WATER TO BE INSULATED. suwRouNo ATExTEatoaWALL PRLOR sealed. HEATER TO DIST MANIFOLD, t, �� '..J 4 cormNUW8BEAD OFSTiAUUNT BEYOND TO INTERIOR WALLASSEMBLY f .Batts in narmu ca Abes shall be cut to fit,or UNDER SLAB PIPING,AND SUPPLY/ { n - COMPONENT AIR BARRIER CRfTERIA INSULATIO 11fISTALtl.T10N CRITERIA Ar.~~ A continuous air barrier shag be installed in the bL i,�.r3 er,:e:cre. pz�1 zb.a insu a icn s'1a!I not be used as a Narrt}x cavi8es na�cv caw ties shall be filled by insulation that RETURN PIPING IN RECIRC " General requirements The exterior thamral envelope contains a ccr.Cr,L OUS a-r tza:e..er cn installation read.ly conforms to the available SYSTEMS $ C? W =sang m3. ral- PRWIDEBLOCWNGATSTUDCAVTTYAT Breaks or joints in the air barrier shall be sea'ed cavity space TUBATEXTERIORWALL , shall a e it sea-_n3 shag i be Fro-ade L„.eEn ne garage and v �j•_ ! i The air barrier in am dropped ceil.ng/so t sh J to a,iyred v.;L1 me G tag separa cn �- d t`� �x r 4 ,N'CEMEN780ARD INTERIOR WALL----`< insulation and any gaps in tt•,e air bamer shall be sealled. Ie:�SL'ctcn in ar+i Gapped ceilingtsoffit shBII CC:1,71ccl;ed spaces. ��.�p� LJG t.'i!� \,i4 Ceiling-attic Access openings,crop do:'.n star or knee:°.�;deers to L nL:: �crad ce a:i -ed:.inti Iia air La-r:er. Recess ,i 1,ght fiat es installed in the ttl!d:ng Recessed Lgid fixtures installed in the tu'lding ----- attic spaces shall to sealed Recessed righting tr.enna11 en•:elcae steal be sealed to tt,e e-r.,.:a:t. 1herural em:e!cpe shall be air tight and IC rated ”` •� =" INSULATED EXTERIOR STUD WALLCa•::t:es v.-an,'n comers Znd headers of frame Bat:inst:.'aion shall be cut neatly to fit around —-- CONTIN BEAD r.a;!s SF.a:!be ins.'. ted b,completely filling the r:srg and p!umbing in exiedorwalls,or The junction of the foundaCcn and sl plate steal to sealed g g y RELEASE DATE' :,rah a mations/h rang a thermal resistance PCumbin and v:,rin nsulat:on that on insta lation readily conforms to L I?.� bValls The junction of the top Flats and the top of exterior cf R-3 per inzli rT:r rr m. arailab;e space sha!l extend behind pip:ng andOR SEALANT - INGFOAM walls shall be sealed. Extaricr tharmaI erP.e:cF-e insUstion for framed wiring. Knee walls shall be sealed. 10110/2019 wooDFRAME rails shat!to insta::d in substantial contact and The air ba-rar instated at exterior walls ad�scert to FLDORASSEMBLY---•� LADDERBLOC OND cor,1.nuct;s al� r„_rt v.:th the air barrier- I , 17y ' -3 Exterior Walls adjacent to showers and tubs shall AS REDUIRm Shower/tub on Exlericr�va,l sha,�ers and tubs stir//separate then..-m L�.. 'AIndoLrs,sk lights and The space bet.veen:',indowidoor jambs and framing, shovers and tubs• be insulated. —= INSULATED INTERIOR WALL doors and sk/lights and framing shall be sealed. Efectricatf ho^.�box on The air barrier shall be insta::ed 1;c:':rd eJactrical or Rim joist, Rim Joists shall include the air baTier. Pim js:sts sha'I be ins:aaexterior walls a n,m counic9on boxes or air-sea:_d boxes shall be lls instala'd. - FJ:ct fram:ng Calif f ins_'a:ran s;-a11 be instaiCed I-,ma:nt::in p=nr::r.ent contact vJth the underside FNtAC register bocts h^JAI register boots that Feratrta tL.d.:,3 thermal AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SECTION AIR SEALING AT CORNER VERTICAL CHASE .;f s�brccr decicinq cr Pcor fra.n:n caw envelope shall be sealed to the subaccr or d Jl. SHEET: a 9 ftp r rY'::a �— Floors(nclud!ng above The air barrier sha'I be instated at any exposed edge .nsc`atan steal to p_rrated to be in contact with ;',lien required to be sealed,concealed fere sprirkters garage and t e of insulation. tcp side=c;shaatl+:ng,-or cc,Lnuous sha!1 orF be seated in a manner that is recorrmandd cantilevered floors) :nsu'atcn Concealed spnnUErs by the manufacturer.Caulking or other adhes,:e :ns Med cn Vte underside of foor framing and sea!ants shall not be used to fill voids bet,:.en fire =_xlands frc^r Lti=h L' m to the tea of all spri6ler carer plates and Walls or ceil7r gs CC2 Fenmet_-IlaQr frw,.�zj members.