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HomeMy WebLinkAbout43258-Z FF04C�G,f Town of Southold - 9/24/2019 0 P.O.Box 1179 53095 Main Rd oy p@i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40719 Date: 9/24/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property- 1265 Terry Ln, Orient SCTM#: 473889 Sec/Block/Lot: 14.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/26/2018 pursuant to which Building Permit No. 43258 dated 11/30/2018 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: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Pontisakos,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A o ' ed i ature SUFens TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE v� a� 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#: 43258 Date: 11/30/2018 Permission is hereby granted to: Pontisakos, John 2 Meadow Ln Lloyd Neck, NY 11743 To: construct accessory garage as applied for. At premises located at: 1265 Terry Ln, Orient SCTM # 473889 Sec/Block/Lot# 14.-3-1 Pursuant to application dated 11/26/2018 and approved by the Building Inspector. To expire on 5/31/2020. Fees: ACCESSORY $258.40 CO -ACCESSORY BUILDING $50.00 Total: $308.40 B ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 Date. r New Construction. Old or Pre-existing Building: (check one) ..}_ Location of Property: 12 7nER2.kL_( L.',AN)r= House No. Street I Hamlet Owner or Owners of Property: ��,n K)T% S A Suffolk County Tax Map No 1000, Section Block Lot d f Subdivision Filed Map. Lot: Permit No. SS Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ r"0 Applican igna t e OF 50GTyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN ECTION [ FOUND TION 1 [ ] ROUGH PL13G. [ ] FOUND TION ND [ ] INSULATION [ ] FRAMI G / RAPPING [ ] FINAL [ ] FIREP A & CHIM [ ] FIRE SAFETY INSPECTION [ ] FIRE E STANT CO RUCTI N [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] CAUL/KIN REMARKS: Sv �s40; DATE INSPECTOR Op 50UT o�� yO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST i1'���[ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: k_lc RA AN IQJ(-M 142 cmV4cd • DATE INSPECTOR I 50(/T�o� * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .- [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEBP� INSPECTOR ". gn,gf so TyO # # TOWN OF SOUTHOLD BUILDING DEPT. C,um, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING' [ ] FRAMING /STRAPPING [ FINAL 4. 6 eo { ] FIREPLACE'& CHIMNEY [ .] FIRE"SAFETY INSPECTION [ ]i FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o DATE INSPECTOR Y % FIELD INSPECTION REPORT DATE COM54QTS —Al FOUNDATION(1ST) ...................................... 'FOUNDATION (2ND) /-7091 � O ROUGH FRAMING& PLUMBING . c6 INSULATION PER N.Y: ® , H STATE ENERGY CODE .� Nor FINAL ADDITION AL COMMENTS t �Z - z d b H 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 Surve Southoldt wnny:gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 3U 209 Single&Separate Truss Identification Form Storm-Water Assessment Form �j Contact: 'W, Approved ISO ,20� Mail to: Disapproved a/c Q b gDx 415k t- M, Ap- b"'-s —1 Phone: Ii 3 1.23 5--99 aS- Expiration '20 D � 1-E(k1fdipJInspector NOV 2 6 '2018 APPLICATION FOR BUILDING PERMIT BUJLDMC I'a Date Z , 20 TOWN OF SOUTHOLD 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 applic4nt or name,if a corporation) PC) Rox L{a l • .--Aw?m k) N q (Mailing address of app icant) W3 3 7 State wh ther applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ya (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 26 <�)P.IFDJ House Number Street Hamlet County Tax Map No. 1000 Section Block —Lot—0 I _j 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 S t 0.--�,G b. Intended use and occupancy LQ C, �- 3. Nature of work(check which applicable): New Building `/` Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2®,BOCK . o� 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 2.-_. 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 r- Rear Depth Height Number ©f Stories 8. Dimensions of entire new construction: Front / g Rear 1 Depth- Z ? Height Number of Stories 9. Size of lot: Frontf rte.O Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO—X- 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NOS/ 14. Names of Owner of premises •QaK"Cj S A 10$dress Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 1/ 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—Y�,, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Nam individu si ing contract) above named, CONNIE D.BUNCH Notar/Public,State of Nov York (S)He is the No.01 BU61 x35050 (Contractor Agent, Corporate Officer, etc.) lassi commission Expires,@,pri! 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 th s Del day of Np -rn164 20/8' 01t)n r'�p L 6AA, d' Notary Public Signature f Applicant Scott A. Russell fid,°Su"44 STOR IM[WA\T]EIK SUPERVISOR ( �T I��7[A\lam A\ G.)E��l[]EI� SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1f�O - Town of Southold CHAPTER 236 - STORAMATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) i DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING: (CHECK ALL THAT APPLY i Yes No ❑[ZA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑V] 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 f 100 feet of horizontal distance. f ❑[4 D. 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. 1 ❑J 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 z , 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,D 'an Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME_ G ,i �• Section Block Lot 3-11 " `' FOR BUILDING DEPARTMENT USE ONL`,""*"'F Contact Informatio¢ — 3 C'S .q .7d;1..m Nb bcd Reviewed By: Date. Property Address/ Location of Construction Work_ — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. E] Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM � SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 as 2 Southold, NY 11971-0959 ao� BUILDING DEPARTMENT- ___ NOTICE-OF UTILIZATION OF TRU.S&TYPE-.CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION^ANWOR.TIMBER CONSTRUCTION r I Date: / /-Z(0 ; Owner:' JTc3 A, �© tJT.I= > A Ko41 S , Location.of Property _ 9 =r •,, y • fr' Please take notice that the:lcheck,,applicable Iine): .. ^ 1..1 L .-J .•.{ ia • 'Yt '4'v�.4.N .. r. New commerci.af or t'esiddr�tiai' tructurre ;.Addition to existing'commer-,cial or residential structure Rehabilitation'fo an existing�commercial or residentiai.;.'&ucture , , . . tobe,co-nstructed or performed at the subject property reference above wil�;ggkike (check applicable line): Trt tss type,construction (TT) { , j , Pre-engineered*wood construction,(Pyv) Timber consffucti6h,(TC) , .a+ in the following location(s) (check applicable'line)' Floor framing, including girders and beams (F) Roof framing (R) Floo-.r.and roof,framing..(FR).- Si nature. Name (person submitting this form): A Pul s., Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RE® REFLECTIVE WHITE PANTONE #187 11271 The construction type STROKE desi97nation shall be 64115ql'y "III" qV"or ACV71 to indicate the construction classification of the structure under DESIGNATION' FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION "F71 FLOOR,FRAMING, INCLUDING ® GIRDERS AND BEAMS ' 66RROOF-FRAIMIN-G- - --- - Umms "F va [� FLO®R AND ROOF FRAMING STANDARDS AND CODES Sourd ng wand Ml ch a e1 W. Min t o, L.S.P. C. �� 15°•0 _— �1.16�5°��E LICENSED PROFESSIONAL LAND SURVEYOR ct vVel NEW YORK STATE LICENSE NUMBER 050871 t'` _Gne L 87 Woodvlew Lane Cen t erea ch, N.Y. 11720 p PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 W EMAIL: mikemintolspcOgmail.com B01100 OF 91 eqs ond+n9 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. B��FF COPIES OF THIS SURVEY MAP NOT BEARING 10? THE THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ZO GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY tcccne '�� IS PREPARED, AND ON HIS BEHALF TO THE \ondtn9\ \�tcano+n+ng N O TITLE COMPANY, GOVERNMENTAL AGENCY AND p We\\ 70 LENDING INSTITUTION LISTED HEREON, AND / -r\ TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. ante �S — ^ THE EXISTENCE OF RIGHTS OF WAY W°\\ 6, o `\ r AND/OR EASEMENTS OF RECORD IF l5• .,o\ g56 ANY, NOT SHOWN ARE NOT 35.5 \ \ OO GUARANTEED. h1 k 557 O.J. �o new d� steps �e Premises known as: Zoo 3380, srepg pfopasee y # 1265 Terry Lane, Orient -n �afa9 o ` a0 Area= 68,978 81 story 1Frame e \ or 1.58 Acres o Res�derG Certified ta: JOHN D. PONTISAKOS SAFE HARBOR TITLE AGENCY, LTD. (SH178014) FIRST AMERICAN TITLE INSURANCE COMPANY `\ �\ _JP__MORGAN CHASE BANK S \ \ ane emete,, elecV*vc 01 5' Right 2 c� N �ON Survey of Described Property � 2 I ��' o situate at z Orient o50a'`^ Town of Southold z �• ASF° LANo � Suffolk County, New York District 1000 Section 14 Block 3 Lot 1 4Scale 1 "= 50' Surveyed April� y prll 27, 2017 9D Update August 31 , 2018 GRAPHIC SCALE 50 0 25 50 100 200 M ain Road E WN MM CHECKED MM DATE SEPT. 2018 DRAWING do JOB N0. 18-841 ( IN FEET ) 1 inch = 50 ft. Nd sandpp. /�'�g I.u,, VA Michael W. Minto, L.S.P. C. - LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 '�+ame of s°rveY � /_�'poter\1°e 87 Woodview Lane Cen t erea ch, N.Y. 11720 p PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 W EMAIL: mikemintolspc®gmail.com gOTfOM Oiu step —1p°a`ng UNAUTHORIZED ALTERATION OR ADDITION steps —_�—— TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. —g�UFF COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �► (/�1 O GUARANTEES INDICATED HEREON SHALL RUN rJ1 ` ONLY TO THE PERSON FOR WHOM THE SURVEY N� IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND p\ °� 1,011" LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— xx,^ 1` s — �\ O TUTION. GUARANTEES ARE NOT TRANSFERABLE. xc 1 � ,moi ceto�ri�°g� \g,1Q, 155 �cc � THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF 156 'n, 656 ANY, NOT SHOWN ARE NOT 355 pC c OO GUARANTEED. 0 Z deck 55ePs ?, Premises known as: 210 3360 cO steQs fo j°d050�` 2 # 1265 Terry Lane, Orient 27.2� 15.4 25to� Area= 68,978 s.f. �1aoe e or 1.58 Acres o �e4lel\' Certified to: JOHN D. PONTISAKOS SAFE HARBOR TITLE AGENCY, LTD. (SH 178014) \� FIRST AMERICAN TITLE INSURANCE COMPANY JP MORGAN CHASE BANK 0 4%5- `ane elects( mete etn 1555,00„�-_- -• o� '8.�Vv ,- -- ----- _ c� Survey of Described Property OD ®�N�VV 0 situate at Orient cn 2® Town of Southold ti �• �sF So 1N Suffolk County, New York % Q District 1000 Section 14 Block 3 Lot 1 Scale 1 "= 50' Surveyed April 27, 2017 gD Y P Update August 31 , 2018 & May 1 , 2019 GRAPHIC SCALE Ftoad 50 0 25 50 ,00 200 Main DRAWN MM CHECKED MM I DATE MAY 2019 DRAWING & JOB NO. 19-0481 ( IN FEET ) 1 inch = 50 ft. So%jnd Michael W. .Minto, L.S.P. C. �0 150.0 — _— LICENSED PROFESSIONAL LAND SURVEYOR 6'50"E ---of srveY NEW YORK STATE LICENSE NUMBER 050871 dL toe � 87 Wo o d vi e w Lane 01 Cen t erea ch, N.Y. 11720 p PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 11 EMAIL: mikemmtolspcOgmail.com g0¶�µ0i hep landm9 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE _ —1and�n9 EDUCATION LAW. �Of g�UfF COPIES OF THIS SURVEY MAP NOT BEARING 10? THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ZO GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE \a�a+n9 +ams O TITLE COMPANY, GOVERNMENTAL AGENCY AND p\off°�` two\9 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— N O TUTION. GUARANTEES ARE NOT TRANSFERABLE. ste s ++ _;0 ttam�9 'm THE EXISTENCE OF RIGHTS OF WAY w 355 156 0 >+++ r AND/OR EASEMENTS OF RECORD IF �+ 656 ANY, NOT SHOWN ARE NOT PO 0 GUARANTEED. 0 2 ' deck 55epsV1Premises known as: 21.0 31,5 steps found05on 2,.5 # 1265 Terry Lane, Orient 0' Z 38' c u o (P Area= 68,978 s.f. COO 1�fTem ' ` or 1.58 Acres Ce Certified to: + 00 JOHN D. PONTISAKOS SAFE HARBOR TITLE AGENCY, LTD. (SH178014) y FIRST AMERICAN TITLE INSURANCE COMPANY JP MORGAN CHASE BANK + o„ er�y rteter c 515°55 ht 0 9+fie\ AUG 1 2019 5 N AS asJ'S:iu . Survey of Described P o ty SOF N' Vy situate at N . � W. o �PU�P M% �� ®tient o Town of Southold os� J1, Suffolk County, New York 08 RI. LAN DsDistrict 1000 Section 14 Block 3 Lot 1 9D Scale 1 "= 50' Surveyed August 2, 2019 GRAPHIC SCALE 50 0 25 50 100 200 Main Roa DRAWN MM CHECKED MM DATE AUG. 2019 1 DRAWING & JOB N0. 19-0886 ( IN FEET ) 1 inch = 50 ft. 1 a Y mfr ?4V 4. y y att. a �r swam ool t -7 ' r � _ i Or - - .. �x'�3. _ � e r.. a.• ., "ws -:fir _.-�._ _ =.:.''fit- a>�_ �� ���" :. ♦ w N r Ari _ r L� a • y 'moi � .. ' �� � � a ��-� r r r z - a e 4 jm L Ap wpm y - x { h M• AP ROVED AS NOTED RETAIN STORM WATER RUNOFF 3 �s'g` PURSUANT TO CHAPTER 236 DATE: �31� B.P.# OF THE TOWN CODE. S FEE: j BY. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 9 . UL 4. FINAL - CO- CONSTRUCTION MUST ADO NOT PROCEED WITH 4 ' BE COMPLETE FOR C.O. FLAMING UNTIL SURVEY ALL CONSTRUCTION SHALL MEET THE OF FOUNDATION LOCATIOP. REQUIREMENTS OF THE CODES OF NEVI HAS BEEN APPROVED YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS C ELECTRICAL INSPECTION REQUIRED SOUTHOLC TOWN PLANNING F` St71—D'1-0W-N—TR—U-STEM- OCCUPANCY OR All exterior lighting installed, replaced or USE IS UNLAWFUL repaired shall conform WITHOUT CERTIFICATE to Chapter 172 OF OCCUPANCY of the Town Code _ GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUvTION C 0 N T R A C T 0 R 110 T E 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL General N eneraotes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: wood: �� 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: �� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ��DESIGN ASSOCIATES LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. residential & commercial design . consulting 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz 1675 phone: (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. $oulhold,NewYork 11911 E-Mail: Ssbn654�Op10nline.nel AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates,LLC oformerlvoAKAssoaLLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. �//� . :: r ®//i/�%/i7" % 7/77'7 7r 7 4. Plywood GALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT AFTER WORKING HOUR 6. ywoosheathing. G. S. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. OWNERSHIP & USE OF DOCUMENTS: 5 a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GA's LEAKAGE IN THE BUILDINGSOR ANY FLAMMABLE T THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports , hese drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. ASSOCIATES, LLC. No part thereof shall ec 3. DUST CONTROL: copied, disclosed to others or used in connection be OR DURING THE EXECUTION OF THE WORK. with any work or project other than for which 6' 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, the have been prepared THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: g y p p ed without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILT'-1NG AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Flo - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM Ti-.F BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Flo = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, `,,,z�TER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL `,OT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AkD RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRA-TICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITI FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH C'DNDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. c ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. NOT FOR 7 SINGLE O AND GLE OR MULTIIPLE-STAT ON SINATION ACCCORDAOKE NCEAWITH 20 5 MS AS IINTERNATONABLOR_SIDENOTIADL CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO [DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMEt.- - SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE ION PROFESS /,AL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY _ ___ S 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 D NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERN,`-TONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND V;-NTILATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE _ UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT C'..CUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERN;F!""NAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE = AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND F DCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS RESIDENTIAL R-3 (SINGLE FAMILY) UNINHABITABLE ATTICS WITH LIMITED STORAGE i. j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS k 30 REQUIREMENTS OF THE LARGE MISSILE T OPENINGS LOCATED WITHIN 3EST OF ASTM E 1996.FEET (9144mm) OF GRADE SHALL MEET THE RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. REQUIT TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL - MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 1996, V B ALL OTHER AREAS 40EXCEPTION: NO SUBSTITUTIONS STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/g INCH (11.1mm AND All framinghardware shown On these plans, HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS ) p PROJECT: MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING unless otherwise indicated, is Simpson Strong-Tie. PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL NO substitutions are approved or authorized. � ��� ��� 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due t0 the relationships of framing hardware t0 THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECUREDRAGE E UNLIMITED AREA PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4,5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO the other components of the structure, any framing (V=� RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY 4.5 INCHES. hardware substitutions will render these plans =12'-3" AS PER SECTION R202 OF THE THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE AS PER TABLE 506.2 null and void, and WIII result in the installer/contractor INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE assuming responsibility for the design and INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH performance of the entire system. ACCOMMODATING FN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED 1265 TERRY LANE, TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT ORIENT NEVA YORK TOTAL HEIGHT FROM RIDGE TO GRADE 15'-8" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMf.NTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY Il, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWHIC STANDARDS ARE PERMITTED SUBJECT TO THE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE EN!'NEERED DESIGN IS USED IN CONJUNCTION WITH SCTM # 1000- 14-03-01 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-23() 2 INCHES VERTICAL-TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTUR'C S (ICC400) THE REMAINING P,DRTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) -- NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN DR EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NA INCH EMBEDMENT LENGTH NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NO. 10 WOOD SCREW- NEW SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DAZE: N[: NEW BALCONY NA INCH EMBEDMENT LENGTH �� y October 08, 2018 OF y LOFT NA Y4 INCH DIAMETER LAGSCREW- co�P ( O. 8 O'Q PROJECT NO: BASED PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMEONT VLENGTH TH 2 16 12 9 CJ COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. e,`�� � ATTIC (HOUSE)(a) NA p "' y, 1034-2018 ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. AU FLOOR PLANS AND ELEVATIONS ARE PROTECTED * �. z -+ * DRAWN BY: GARAGE 396 sq. ft. UNDER FEDERAL COPYRIGHT LAW. ATTIC (GARAGE)(a) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTSPL0"JS MAY NOT BE REPRODUCED WITHOUT BDK f _�a` OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s C) :. � BONUS ROOM NA WRITTEN AUTHORIZATION, c2 -c., s� �w CHECKED BY: INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. G. This table is based on 140 mph wind speed and a 45-foot mean roof height. SCREENED PORCHES NA p p g � 081$6$ [� suNRooM NA (SEE PAGE A1o2 FOR DETAILS). ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,pA � b. Fasteners shall be installed at opposing ends of the wood structural panel. KER DESIGN ASSOCIATES, LLC. ROFESSIONP� SHEET NUMBER: NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA �J c. Anchors shall penetrate through the exterior wall covering with an embedment PLRNS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. G1 POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. / Ilt-�,( Accep ! Q ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Ptonce of these drawings g does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity the whorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. of HedIlh Services, Town Building Departments, DEC, FEMA, etc, Verify conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE const :ion. © gEEIIrDPSIGN•ASSOC7ATPS,vc (b) WITH STORAGE zll X, SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THISDOUG-FIR LARCH / SU. MTS 2 0 L T S 2 0 /, SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON FASTENERS ALLOWABLE LOADS z LOAD ° SIDE OF CEILING JOIST LATERAL WITH TOTAL FOUR a /• ® o — - — MODEL GA TO UPLIFT UPLIFT (133/160) 8dx1}" RODENAILS AND ON SIDE OF RAFTER N0. INTO o (�( RAFTERS/ TO TO ULT. NAILS PLATES STUDS (133) (160) Fz (133& "o TRUSS -_�_� I__ SIMPSON o NOTE: REFER TO SIMPSON WOOD CONSTRUCTION e TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = v KIM DESIGN ASSOCIATES Lc PROPER INSTALLATION PROCEDURES % residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o P0.Box 1675 phone; X631)433 9084 DIMENSIONS ART "x12 . e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Sd NAILS o / MODEL GA AVG z REF. INTO j Southold,New York 11971 E Mail; ssbnb54@opfonGne.nef No. MAX. CLEAR ULT. LFTA LFTA PLATES o m o WIDTHSPAN L QTY DIA 1}" 2" 2�" 3' 3k" 1 2' 21" 3" 34" EIGHT IN NAILS SP 4 Kehl Design Asso_c_iates,LLC o formerly D A K Associates,LLC 1205 1400 5, 44, 85 INTO r �� / LFTA 16 2J" 17" 38j"16-10d — 4200 STUD OWNERSHIP & USE OF DUCUMLNI S: DOUG-FIR LARCH / SO. PINE °o These drawings and specifications including the FASTENERSz ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 1'z" CODE ° NO. ULT. REF. LFTA LSTA21 ideas, design and arrangements represented t0d 1 O x 1�" (133 / 160) (133) (160) L S TA 2 1 ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ° HGA10 with any work or project other than for which MTS20 14-10d 14-1od x 1 " 3116 1000 840 1000 3, 41, 128 C °° DETAIL "K" they have been prepared without written consent. 20 ARTJ"x12 0 LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 CNW- STU 11 11 5 — DOUG-FIR-LARCH SO. PINE CODE COUPLER NUT DETAIL E Equal number of o° �SIMPSON TYPE OF DIRECTION ALLOWABLE LOADS REF. Specified nails In o° TAKE—UP WASHER each end MODEL NEC- OF LOAD FLOOR ROOF (133/ (100) ROOF tso TION Simpson Strong—Tie G 515 645 670 CS16 ARTg"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 6451 1 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOEDOWN CODE ART "x12 STUD DEFLECTION DEFLECTION MODEL MACHINE LENGTH OF BOLT z.s AT HIGHEST AVG AT HIGHEST REF. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE o GA GA HB SB W H B SO CL DIA-'•e DESIGN WHEN RAISED OFF oOAD DESIGN 0 QTY DIA 1 2" 2�" 3" 3k" 5�" LOAD THE SILL PLATE o 0 0 HD2A 16 12 4{" 2}" 2j" 8" 2�" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 o MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD PLATE ULT. (13,3)2 DF / SP (160) RODE SP4 3a" 7j" 6-10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA NO. yy L NAILS (1 ) (133) (160) REF. 00 °°° >loo WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 °O 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA y� L NAILS 1��R (133) (160) REF. Simpson Strong—Tie STU 8 — MSTA24 18 1 11" 1 24 1 18-10d 1025 1370 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS SPACING RODE LUS46 TAKE—SIMPSOUP WASHER NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 0�. HD2A NOT FOUR OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION 28-8d 1235 1650 2L ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' 14" 16 CLEAR SPAN +3t" 16' 7, 40, so NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON. -FIR AR H PIN AL WA E A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT IFLOOR 100 SNOW 115 ROOF 125 CODE fl tl BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CERTIFIED BY A LUS46 18 3{� 4 " 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 T1 11 CNW— DETAIL I COUPLER NUT PROFESSIONAL HUS210-2 14 3J" 9� 2 8-16d 8-16d 607611 55 2105 1650 1900 2065 1, 36, 84, 122 ART -x12 STU 5 — -FIR AR H PIN ALLOWABLE A S FASTENERS UPLIFT LATERAL CODE 8 MODEL AVG UPLIFT (133/160) REF. TO RAFTERS O PLATES TO STUDS (133) (160) F FT 160 No. GA uLT. SIMPSON ENGINEER TAKE—UP WASHER T HGA10KT 14 4-SDS1' 14' 4-SDS}"x3" 1523 435 435 1165 1 940 USE A MINIMUM OF SP 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. /COUPLER NUT S P 4 TOTAL FOUR /• O SE A MINIMUM OF NT 0 TRUSS. DNAILS OE OF TRUSS.. M TS16 8d NAILS THIS STU " �" MTS16 SIMPSON LSTA21 SIMPSON a ANCHOR BOLTS TOTAL FOUR /• O HD2A TAKE-UP WASHER Strong—Tie 8d NAILS INTO TRUSS. LSTA21 HUS210-2 PROJECT: ONTISAKOS OA OE Two ° F1 8 AILS TO `� PLATES o EIGHT TWO 8d NAILS 8d NAILS INTO "All INTO D SNETAIL D Simpson Strong-Tie PLATES ^Oo H7 IN NAILS ® DETAIL "D" DETAIL "G" DETAIL I I, 1265 TERRY LANE, STUD Simpson Strong-Tie ° H7 SimpsonStrong—Tie Stron Tie ORIENT, NEW YORK EFTA ° ROD SYSTEM DETAIL "L" LFTA LFTA NO SUBSTITUTIONS SCTM # 1000- 14-03-01 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge StrappingAll framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. BP LSTA30 No substitutions are approved or authorized. DRAWING TITLE: RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 Due to the relationships of framing hardware to the other components of the structure, an framing 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. P g p y g V-0" DEEP POOL x 6' DIA, = 22.3 cu,ft, per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer contractor 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. SIMPSON WINDLOAD 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. CHARTS & CALCULATIONS I SITE LOCATION: / STRONG - TIE DETAILS ROOF AREA = 510 sq/ft 59 PM 99 LTP4 & ROOF DRAINAGE LTP4 V = A x R x c LOCATION of CALCULATIONS A = 510 sq/ftcARA E -' L TP 4 I . � R = 2" RAINFALL = .17 ft TO BE BUILT NOTES: DETAIL "C" C - COEFF. - 1.0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie V = 510 x 1 x .166667 = 85 c.f. E�l PROSECUTED TO THE FULLEST EXTENT of THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor C O n n e C t I O n S DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 85 / 22.3 VERTICAL FT. / FT = 3.8 V,F• UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. USE (1) 6' DIA. POOL 4'-0" DEEP = 4 V.F. 11 if or (2) 6' DIA. POOLS 3'-0" DEEP = 6 V.F. Detail sEAL:� e yon DATE October 08, 2018 LTP4 DETAIL B OR ? ��p PROJECT N0: v LTP4 0 85 12.58 VERTICAL FT. FT = 6.8 V.F. * �' �+ / / r 1034-2018 Simpson Strong-Tie USE (2) 4 DIA. POOL 4 DEEP = 8 V.F. *-= RAWN BY: Floor-to-Floor Connections CT �[ci BDK POOLS TO BE PLACED ON OPPOSITE SIDE OF CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. HOUSE AND/OR LEADERS TO BE PIPED TO �O�ESSIONP� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC �2 THESE STANDARDS, THE DESIGN SIHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. �/J SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). �rr� � 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA UOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING - M�;,,a PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) WHERE TRAFFIC IS TO BE PRESENT. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) G78° © MDESIGN•ASSO(7ATES, uc 11 18' 18' 44„ 12' — KEHL DESIGN ASSOCIATES! LLc „ 1 B Sill Length Sill Length residential & commercial design . consulting B 102 a r-- -- - ----- ---- ----------------7 PO.Boz 1675 phone: (631)433-9084 ILJ - ——————---15ex --- ———— ————————— Southold,New York 11971 E-Mail: ssbr6 @optonine.net E ------------� -------------- I I I I 18" Anchor BoltsKehl Design Associates,LLC o formerly D A K Associates,LLC #4 Rebar @ 6 from 1 I �J��, �:--T;,,�/ 32 oc. the Top and @ 6 I (Max. ) I UWNEKSHIN & usE of DOCUMENTS: From the Bottom I j 1 1I II II � These drawings and specifications including the I x 18 Anchor Bolts 4_1of the Wall N o, ideas, design and arrangements represented 4" 54" 4" C° (Max. 32 oc.) I. therein, are the property of KEHL DESIGN c J I I J ASSOCIATES, LLC. No part thereof shall be 1 I I I = I I = copied, disclosed to others or used in connection I I 51, 1 with any work or project other than for which 8 x 18 Anchor Bolts I I 8" Poured Conc. 8" Poured Conc. I I I they have been prepared without written consent. (Max. 32 oc.) Foundation Wall Foundation Wall I I I on 16"x 8" Poured on 16"x 8" Poured I I I I REV: II I Anchor bolts to be installed within Conc. Footing Conc. Footing I I I `" 6" of the end of all boards and I N I I I I N N V___ OF #4 Vertical Rebar #4 Vertical Rebar I within 6„ of all openings@ 48"oc. @ 48"oc.#4 Rebar @ 6" from IAIL CONCRETE TO BE MINIMU„ 3000 PSI @ 28 DAYS 1 the Top and @ 6 I 1 From the Bottom I I I „ I �Ln "x 18" Anchor Bolts I °' 4" 4 of the Wall 4' 8 4” J (Max. 32"oc.) I J i o I I' #4 Vertical Rebar I j in "x 18" Anchor Bolts . I I @ 48"oc. I I 1 (Max. 32"oc.) I A I A A A 1 I I 2868 I I 51, 18" Anchor Bolts I 0 I Masonry I I 1 I Rough Masonry opening for a I I 1 (Max. 32"oc.) Opening _—__ 9'_0"x 8'=0`' Garage Door —J --- _ _ --------------- — J L— ------- -------- -------- —u 2868 Masonry Masonry opening for a 4 Vertical #4 Vertical Rebar #4 Vertical Rebar Rough opening 9'-0"x 8'-0" Garage Door WORK NOTES: 4., Rebar 4" 2'-10" —4" —10" 3'-10" 7'-4" —10" 18' 18' B 10 10 FOUNDATION PLAN- FOUNDATION ANCHOR PLAN- NOTFOR SCALE: 1/4"= V-0" AIL CONCRETE TO BE MINIMUM SCALE: 1/4"= V-0" CONSTRUCTION OF 3000 PSI @ 28 DAYS USE UNLESS 20'-8" 18' CERTIFIED BY A 10 B PROFESSIONAL 102 Line of Roof Ove-Chang ENGINEER i l 01 a -E L N O > > O v v O o -4' \ co —4'o o a` a` o o I I ax o > > a> a) Q 00 00 D— C a > N N PROJECT: N N POIMlTISAKOS �_ All Interior Walls to be � co 2x10 Ridge 00 GA GE N o 1 Sheathed with _ N °X " OSB Sheathing N CN CN 1265 TERRY LANE, 4" P.G. Slab with ORIENT NEWYORK 6x6/10X10 wwM. °X 0 X 0 , Q ¢ O co c0 0 -4 v J —4' SCTM # 1000- 14-03-01 X x A A c A 1 1 2 10 J J (2)1 3/4"x9 1/2" 102 DRAWING TITLE: LVL Header (2)1 3/4"x11 7/8" LVL Hea er AS NOTED 2868 9080 Garage Door 2868 W/ Hurricone Wind Braces / Struts I 2'0" Concrete Apron Line o Roof Overhan NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2'-10" 8'-4" '-10" 20'-8" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 18 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ROOF PLAN FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. iSEAL: OF NE DATE: FLOOR PLAN SCALE: 1,4"= 1'-0" `Q�� y0 October 08, 2018 O' PROJECT N0: SCALE: 1/4"= 1'-0" 1B ,� ��� *' DRAWN BY,034-2018 %a- BDK B 2� �3 ��� CHECKED BY: 1 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL SpA 081868 PROVIDE HURRICANE STRAPPING IN RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ROFESSIONP�' SHEET NUMBER: ACCORDANCE WITH THE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 2015 INTERNATIONAL RESIDENTIAL CODE SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 01 BUILDINS CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL HEADERS ARE TO BE 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: O (2)1'/a"X 9Y" LVt UNLESS Acceptance of these drawings does not authorize the right to build without the authorization OTHERWISE NOTED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DERGN•ASSOMTES,uc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 I! 1 - _ KEHL DESIGN ASSOCIATES LLc T residenBal & commercial design " conswlting P0.Box 1675 phone: (631)433-9084 Southold,NewYork 11971 E-Mail: ssbn654@optonline.net x10 idgBearn � ILI � I �I ' ISI I � 1 �111� LLWllLLLLLIllll ILL 1Lf j KeN Design Associates,LLC o forrnerty D A K Associates,LLC 1J11L1IJl llL1L1111 II 1t U II U LJ LL WllllULLUJJ_1JL1lll�L1Ll �T _"'%%i'i%�;,,''' yJzii OWNERSHIP & USE OF DOCUMENTS: ' I UUII UUII UUII IJ1111LL 4 Ou rigger @ 2 "oc. LL1LjJ11J LLJLLIL ��� LLLL IILLJ ��� ��� II U Li II�L_l L U II U 1 These drawings and specifications including the LLLLH L II J U II U U II 11 Li II UTL II U LSI II H IJ II Ll L II LI L II J L IJJ111 11LLLLILI; ideas, design and arrangements represented 1 I I ALJ L U L I I U U I I H U I H LI I I IJ LI I I N L I L1llLJ LJ1JLIll11L1L11 I II L II L II II II (I LLILILl therein, are the property of KEHLDESIGN II11 1 111 1 ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection 11 1 11 11 1 11 LL - 1 r _LL with any work or project other than for which I1 III II II II I LI II IIII II II II II LI II II IIJJ L they have been prepared without written consent. J LLL11 H LJ ! IJ J IJ LJ IJl U L LI III LI L (2)1 3/4"x9 1/2" (2)1 3/4"x11 7/8" LVL Header `n N tJL 11 HIJII IIL! II II III II ' III III II III II II II II L II REV: LVL Header V H I II H I I I' III N 111111�LLLllL1 J J_I V III J H IJ J LJ IJ ILIJ11_U Ll LLL 1LLLI I I I D LlJ�L1 I I�l I I I I I I I I I I I I I I I' I I I I �J I I I I I�I I I 1111 LI 11_LLi (4) 2x4 Jack Studs < 2x4 Jack Studs II II L II L II L II II_L11_LI_1LL1 II ! III,,, LL II 1I III 1111Li and and11 _L1 IL1U LI L II 1!I_ U L iL II HLJ II 1J LI II I L I I LUI1 (4) 2x4 King Studs (4) 2x4 King Studs a Llll 111 II II II 111 LI II II ISI IIII III L I II I IL I II �I II II III I I I I II I I I I II I I III LI Ll_lJILI J I I I I I I I I I I I ILLI I I��I I I I LI I I I I �I I I LII! 1 1 1 1 1 1 #4 Horizontal Rebar #4 Horizontal Rebar, #4 Horizontal Rebar\ FRON T ELEVATION REAR ELEVATION #4 Vertical Rebar #4 Vertical Rebar SCALE: 1/4"= V-0" WEST ELEVATION SCALE: 1/4"= 1'-0" EAST ELEVATION CROSS-SECTION rA-, SCALE:Y4"= 1'-0" '��2 WORK NOTES: NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL Ridge Vent ENGINEER 2x10 Ridge Beam Hurricane Stopping 2x6 Rafters @ 16'oc. r COX Roof Sheathing �1 30# felt F_ GAF Timberline Architectual Roof Shingles 2x4 Ridge Pole 0 32"oc. 2x6 / 2x4 Strongback III LI " OSB Sheathing g4 _SSB Sheathing Hurricane Stopping 2x8 Ceiling Joist - 16"oc. 2x8 Ceiling Joist - 16"oc. I Hurricane Stopping -EE3— 1x8 Rough Sawn Fascia u l 11 l l ljl PROJECT: 2" Cont. Soffit Vent (2)2x4 Doug Fir Top Plate J' NO Cedar Soffit Imo) P O N T`SA O S 10 Azek Freize Molding F_ LL11 L-IJ V COX SheathingL1L1LLLtA_LLJL All Interior Walls to be 30#FeltGA RAGE Sheathed with Yellow Pine R&R Shingles �11_J I I I iLl I �Ll_1 I L�LI L- ' OSB Sheathing R-15 Insulation (Optional) I �'i LLLLjj_I1 ! LI L I I L I I i I I I I I I I I I Ili 2x4 Doug Fir 8' Stud @ 16"oc. `�li` Hurricane Stopping 4" Poured Concrete Slab Hurricane Sta in 2x4 Doug fir She to 1265 TERRY LANE, Concrete Apron with 6x6 WWM 10/10 Ga. 1 ORIENT, NEW YORK to be Poured as a #4 Horizontal Rebar #4 Horizontal Rebar 2x6 ACO Sill Monolithic Pour. #4 Vertical Rebar (Max 4'oc.) Provde 2" Pitch on Slab to Door #4 Vertical Rebar (Max 4'oc.) Termite sheild Compacted Fill with Vapor Barrier x 18" Anchor Bolts 14 Horizontal Rebor #4 Horizontal Rebor (Max. 16"oc.) SCTM # 1000- 14-03-01 AIL CONCRETE TO BE MINIMUM 2x2 Keyway OF 3000 PSI @ 28 DAYS 16"x 8" Concrete Ftg RIGHT ELEVATION LEFT ELEVATION DRAWING TITLE: (Min. 3'-0" Below Final Grade) SCALE: 1/4"--c V-0" SOUTH ELEVATION SCALE: 1/4"= 1'-0" NORTH ELEVATION AS NOTED CROSS SECTION rB-- NOTES: SCALE:Y4"= 1'-0" '��2 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OF NEW), October 08, 2018 O, &,q 0 PROJECT NO: Fo 'Q,9 1034-2018 * * DRAWN BY: r BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL cm�iS 0 $ PROVIDE HURRICANE STRAPPING IN RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 8186,� SHEET NUMBER: ACCORDANCE WITH THE AS AN ,ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT �OFESSIONP 2015 INTERNATIONAL RESIDENTIAL CODE SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ;. Al 02 UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. / 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ( ' DOB NUMBER: of ALL HEADERS ARE To BE Acceptance of these drawings does not authorize the right to build without the authorization (2)I%"X gY" LVL UNLESS 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building OTHERWISE NOTED PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DESIGN•ASSOCIATES,ur agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400