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HomeMy WebLinkAbout40518-Z �SUFFO(,�cQG Town of Southold 9/21/2017 y-A P.O.Box 1179 0 53095 Main Rd ei'y.�j�� ZVI Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39233 Date: 9/21/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 755 Anchor Ln., Southold SCTM#: 473889 Sec/Block/Lot: 79.-3-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/1/2016 pursuant to which Building Permit No. 40518 dated 3/10/2016 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: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Ebeling,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40518 09-14-2016 PLUMBERS CERTIFICATION DATED (7r ignature FOL�,c TOWN OF SOUTHOLD BUILDING DEPARTMENT C TOWN CLERK'S OFFICE o • 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#: 40518 Date: 3/10/2016 Permission is hereby granted to: Ebeling, John 145 Schooner Dr Southold, NY 11971 To: alter interior of existing single-family dwelling including new windows and doors as applied for. At premises located at: 755 Anchor Ln., Southold SCTM # 473889 Sec/Block/Lot# 79.-3-6 Pursuant to application dated 3/1/2016 and approved by the Building Inspector. To expire on 9/9/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 ap " t ng I ector 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. �/Le--N I 3&'(c, New Construction: Old or Pre-existing Building: (check one) I' l Location of Property: cj SC bjQn r so Qih') �1 House No. Street Hamlet Owner or Owners of Property: �l��f N P L��L!6y bAC 609A C G�60-IN 6- Suffolk County Tax Map No 1000, Section 19 Block 3 Lot Subdivision �( Filed Map. Lot: Permit No. 1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A plicant Sibnatur SOUj�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 G ® �� roger.riche rt(D-town.southoId.ny.us Southold,NY 11971-0959 ®lyc®UNNT"1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ebeling Address: 755 Anchor Lane City: Southold St: New York Zip: 11971 Building Permit#: 40518 Section: 79 Block: 3 Lot. 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: Install New Ceiling Lighting in First Floor Notes: Inspector Signature: Date: September 14, 2016 00Electrical 81 Compliance Form.xls rjf so gel TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION F Fou A Tj OU ATION IST ROUGH PLUMBING F I NDATION 2ND INSULATION v F FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS:— DATE INSPECTOR s �OF SOplyolo " courm,��' TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] 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: DATE l INSPECTOR ' SOplyOlo lJ N o TOWN,OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR O l Y OF SO(/T �yc0UNf1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE IIIN !Tl! INSPECTOR 17 1 I 0' ' � " � • 1 {• • IC 1 IMUL ATION MA N,Y. AR OWN IWA T • 0 n S\ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health N SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval N/:q FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form "14 N.Y.S.D.E.C. N/A Trustees N/A DD C.O.Application / Flood Permit iv/4 Examined (J 20 ( � Single&Separate N//} Storm-Water Assessment Form Contact: CBEuNG- Approved_ 3/1e) 20—Ik , � Mail to:���} q.2A CG— Disapproved a/c TOWN OF SOUMOLD 145 sCffGbnr&j2-- I2/2- SOwMeit p NY Phone: (01-765-6061 Expiration 20 CAS -to PI G4-1 W40 Bu ' g pector APPLICATION FOR BUILDING PERMIT Date 720 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 applicant or name,if a corporation) 145 SCt100Bv*Gi2- 1p2 -0U--n6L)3 We 1 67) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0WNF-0— Name of owner of premises -jVH0 f PBELl DSI6- 8flP-bqP-,A- C L-8 EL I N6- (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. N/4 Plumbers License No. sir` Electricians License No. -1-W15 Other Trade's License No. - 1. Location of land on which proposed work will be done: I�S ScyDoNeaL -pp— House Number Street Hamlet County Tax Map No. 1000 Section 071 Block 3 Lot �0 Subdivision N/'o' Filed Map No. N/4 Lot NIA 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S'I N c► v--- G'A m► , Lr-, P-Gs I D-&-lyCr�- b. Intended use and occupancy _QN/`LC- P4W LY IZ651 DID N C.- 3. Nature of work(check which applicable): New Building Addition Alteration ✓ Repair Removal Dpmol tioxl �� �„ �� Other Work 114-=PLAC-E I,vl N06Ws /D-0000' a:"� 4; ;8¢ 15't=r_ooy�(Description) 4. Estimated Cost 10,00 J"tj� r f : be paid on filing this application) 5. If dwelling,number of dwelling units O/A- Number of llmg units on each floor NIA If garage, number of cars N/aTIV ! r,i`s�tl v 6. If business, commercial or mixed occupancy, specify-,,4 tate and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front tags Rear (p s' Depth 30 ' Height 2 ,2/, Number of Stories 2 Dimensions of same structure with alterations or additions: Front 69,( Rear &88 Depth 3O' Height Number of Stories 2- 8. 8. Dimensions of entire new construction: Front ti/l+ Rear N 1A Depth 01A Height NIP, Number of Stories t k4 INTER-lop— e4F=No"IAT-10N_� Iv€w W1 N 00 U)S/a�o�5 4 sr :FLOOf_ 9. Size of lot: Front 3 0 Cor Rear Z5f(` Depth 100" ✓A,2►eS 10. Date of Purchase 17 21.19 0 Name of Former Owner AN N, K AL L- 11. Zone or use district in which premises are situated Sou 7_1+6L_0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES NO o- Will excess fill be removed from premises? YES NO—k -.J--O+f-N P e0e�L-I n1 C� N5 sCHCO rve02 oa- 14. Names of Owner of premises(3ARRA(Z4- C 043EQW-Address QtAn+oi_0 P� Phone No. 403 -76,5-/x061 Name of Architect KENS DE5ir N .45x0 c- Address P06 '05', SCr ngoLo N�/ Phone No 1o31-433-90 04 Name of Contractor s&-LF- Address Phone No. 4?6l-7 b5 --&0(oi SOUT�I-o�p NY 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF St,[FFa11). QNN P BAP28AOI C E8&LANG- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Cwr WCON'TakC-T6P , (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of hi gRip igiDMIBElief; and that the work will be performed in the manner set forth in the application filed therewcii&ARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this QUALIFIED IN SUFFOLK COUNTY day of 20L COMMISSIO XPIRES JUNE 30'z6& :jWNL J. la4f A Notary fublie Signa of pplicant A ' Scott A. Russell 10�St1FFQ/r�� �T(0�][���1[WAX]EIK SUPERVISOR rn I��l[A\N A(G 1EI\\][]EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 �i� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - ------ ---- --------- --- --- - --- - - ---- - - - -- - DOES THIS PROJECT INVOLVE ANY 0 THE 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. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 00 C Site vreparation on es which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain 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-surf aces. 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 Date. �NtA p '(yLlts4 District NAME �(�P$A C. Ftp F(a N y Q� — G --='�— w, ,i Section Block Lot �y FOR BUILDING DI.P:1R1'.MENT USE Contact Information �3 -l(S-"'GOO t Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — n� Approved for processing Building Permit. 1YSc7o�1F_� tJ Stormwater Management Control Plan Not Required. e — — — — — — — — — — — — — — — — — JcJSi +Fo�4 jwy- lQc!—?/ _ Stormwater Management Control Plan i�Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 pF SO�lyol 0 Town Hall Annex Jt [ Telephone(631)765-1802 54375 Main Road N �max(631)765- 502 P.O.Box 1179 G, • Q roper-richert(wtown.sout� I nV.us Southold,NY 11971-0959 COU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ateCoREQUESTED BY. Date- Company mpany Name: ' S �' Name: aA /2/L-t 7`'L C License No.: Address: ep b v ekA %n L__� Phone No.- . JOBSITE fNFORMATION: (*Indicates required information) *Name: [�1 AJ Address: 7979' —�--1 AJ ch X02 L_f►� So CTIA _ Cross Street: *Phone No.: r d--L L Permit No.: _ 13P Tax-Map District: - 1000 Section:. Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) .p.®In L-t I v-Q r_ (Please Circle All That Apply) Is job ready for inspection: DESV NO ough !n Final *Do-you need a Temp Certificate: YES!� Temp Information (if needed) Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditionai Information: PAYMENT DUE WITH APPLICATION a� 6 82-Request for Inspection Form ( O • � - - moi•_ - •�° ��� • TOWN OF SOUTHOLD OPERT.T RECORD CARD I Lo CD OWNER 'STREET 5 VILLAGE DISTRICT SUB. LOT AiDEw FORMER OWNER Am?e Nff ACREAGE NyNr r' ;r`� Ir., r. , ��0A-,-- Sr TYPE OF BUILDING RES. 7- 10 SFAS. VL. FARM COMM. IND. f CB. f MISC. I Est. Mkt. Value U) LAND IMF. TOTAL DATE REMARKS 0 co U) _ Zed" LO �//O. xz, Uj d fo d'� 7 S�Z �' ,�vo .� z L; �� 3dd r ✓ k 1 Z3 [4j1 WOR 4&AL0 '� BOVE FRONTAL ON WATER Farm Acre Value Per Acre Value, FRONTAGE ON ROAD- ' Lo Tillable i BULKHEAD gb Lo Tillable 2 DOCK Lo M Tillable 3 LO Woodland Swampland o, m - - Brushland .� La m House Plot ao - m _ Toter �, r• t t\ :<1 �i ■ -77 SUFFOLK CO..HEALT H DEPT.APPROVAL N, _ f ,,�, .t'4 F•` �,..A9 .rte' - j , x •..., ,. p.. STATEMENT OF-INTENT THE'WATER SUPPL-Y_AND SEWAGE,DISPOSAL SYSTEMS FOR, THIS ', RESIDENCE WILL CONFORM TO- -THE STANDARDS OF, .THE Y�wVI :J«= 1'"4�� �, SGPFOLK'`CO. D_EPT.'OF •HEAi,TH SERVICES.' (S) , APPLICANT SUFFOLK COUNTY DEPT: OF ,:HEALT_ SER V_I.C'ES' — F-6,R'' APPROVAL,'_­,,;OF i �4AV �x b •CONSTRUCTION•ONLY j Y► f ' 't I DATE: c� S. REF: NO..- O A,0PROVED:'r. -- SUFFOLK CO:TAX MAP,DESIGN;ATION., DIST: SECT.' BLOCK-- -: ­­PCL.-,., -OWNERS ADDRESS:' �_ - _ . • ` ._ -� , .` • ';; ,'r,� . • _ G� �- 14:�,�'- . . „- - '. �(�,v, ' .E . . 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Cusrcntesa'iri�rated hereon cheit "Cf'.I,tomm i 'kt01•tii:t'd,ti V Fnd o h VJ er Is ero�afs�.2ncS on his•i�s_P'E.♦.o u:�•y '��r ��r� - f _ _ _ '\ M1 •• .. - rr.• '8r'13 CC3 - f.^�r1�7„�Ai:Cinnlei:Ji C'2i lor"ji:cincil se,an t:e;c�•f-I:,SCA C.o!'• ¢ CCc£of r_i'o not tt:rgrrLIQ r o&,:;io7e;ii stRusions or SubsFs�uoRi ' 'ti• 'GJ`i:/♦Se e' 1^ .,, i !�,_r!'_�".. .w �y _, �'Q y'.� . ..*ra ..•.a_ , _Ir.m: ��..+.+�_—.• ' _ {` e r , ., , ' •5' AL r, ^7cJP'ttlf4 _ !'otV�f - NE Nc r 77Y ;-7 Ai ie. A,�of �Aw�yo 1.,71 : ( - �✓ ��`w3� � '- - t � ' '- '...._.__ _..�.�.._. .._.,_� c7{^;G1r 'l"Gr :��f'�`.,luYJ��f.�, ;�'qsl{� - � �' ��ice'\G��l�t.{ �>• �JWrYL' 'dC�i:: F('�+J.TP_ ►G� < 'ROD RIC VAN TUYLr Pt.:� '[ of _ _ _ - ,, ' ,. _ ,... ...r--•-.•-•�- � - 6��.e a sa, lr�+'►'rt'i rte%. r `' _ i.. • ' rORS 25��h`'/✓ ; LICENSED LAND SIJR\P6 `S �'-� ♦ -'- ���C.T��.fihZ .i�p-��>�- e.;rt,�- .,t",i•9. ��.�.t�--:=8'+fi f�'�Yi'C7� ”:?C-�."'�{c�-' YORK: •GREENP-ORT _ NEW Y R_�'- GENERAL NOTES: i' SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION: a . AND C 0 N T R A C T 0 R N 0 T E S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Woods r ' 2 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. . FIRE SAFETY: jam' T ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 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 KEHLDESIGN ASSOCIATES FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residenficd & commercial design • consulting BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: 1631)433-9084 1 . AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. NeWYork 11971 [Moi: ssbn654�optonine.net 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•fonneryDAKAssociates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWIN tittiF. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. F 2. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. ASSOCIATES, LLC. No port thereof shall be 4 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: with any work or project other than for which 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. 5' PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI C. HEAVY DROP CLOTHS. REV: THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE FEBRUARY 24'FE¢n� PLACARD;NG REQUIRED Fb - 825 PSI 6. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. a. Laminated Veneer Lumber (LVL): 7• THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: AOVLQ � iOTD DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv 285 Fb = 2600PPISI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, DATE:3 U Lp.# 05 8• ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. FEE: _ � Q� BY:. 0,21 ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH KEHL DESIGN ASSOCIATES, LLC. NOTE: CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. NOTIFY BUILDING DEPARTAT 9. LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES, LLC. NO KEHL DESIGN ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING T'HE CONSTRUCTION OF THIS BUILDING. 765-1802 8 A TO 4 P FOR THE CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 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, WATER, OR ELECTRICAL SERVICES TO THE OWNER. FO!_LOW;NG INSPECTIONS: HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 1. FOUNDATION - i A`0 F?FOU!RED 10. THE CONTRACTOR IN COORDINATING THE: WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. FOR POURrD CONCRETE: RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 2. ROUGH - FRAMiNG, 8 PLUMPING 11 . REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE DESIGNER HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES 3. INSULATION- CO ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 4. FINAL - [.711 �,';,'i0 0 MUST HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. 6E C7^'i'LFTE � �, C G. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR TIHE PLAN USER'S FAILURE TO CARRY OUT OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ALL REQUIREMENTS SH,"`;.L PuSOF THE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF REOI!!REMEPITS QF THECOJE:�OFhlEVlf THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR YORK STATE. NOT RESPONSIBLE FOR RESOLUTION. DOCUMENT NOTES: SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTED..i=51ia9N UN GUf��it�JOiIUiV tNl Otis. 13. 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 PROVIDIED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY COMPLY VWITH ALL CODES OF 14. AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES, LLC, NEW YORK STATE & TOWN CODES CLAIM, 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 CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. AS REQUIRED AND CONDITIONS OF 1 � ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. SCOPE OF WORK TO BE PERFORMED: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE �� GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME (1) OPEN THE WALL BETWEEN THE FAMILY ROOM AND THE LIVING ROOM TO PROVIDE AN OPEN CONCEPT SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (2) REM E THE WALL ON TO THE BOTTOM LEFT SIDE OF THE STAIRS PROVIDING A STAIR CASE THAT IS OPEN ON THE LOWER LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY LEFT HAND AND RIGHT HAND SIDE. PROVIDE HANDRAIL AS PER NYS CODE. 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS (3) RE CE ALL WINDOWS AND DOORS ON THE FIRST FLOOR DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Occu .ilk, O� PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE IS UNLAWFUL (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. A# MBING SCHEMATIC: USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 14'ITS ► U SHEATHING NOTES: T CERTIFICATE USE EXTERIOR BALCONIES so 10 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST OF OCCUPANCY OCCUPANCY & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRJCTION MANUAL (WFCM) FOR ONE AND TWO RESIDENTIAL R-3 SINGLE FAMILY FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. RETAIN STORM WATER RUNOFF RESIDENTIAL DECKS (f) 40 10 PURSUANT TO CHAPTER 236 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEIHICLE GARAGES (a) 50 (a) 10 (1) SHEATHING TO BE NAILED TO CCA SILL OF THE TOWN CODE. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ELECTRICAL V B (4) SHEATHING TO BE NAILED TO TOP PLATE INSPECTION REQUIRED ATTICS WITH STFORAGE (b,e) 20 10 NO SUBSTITUTI❑NS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, HEIGHT FIRE AREA SLEEPING ROOWS 30 10 unless otherwise indicated, is Simpson Strong-Tie, RENOVATION HEIGHT, BUILDING. No substitutions are approved or authorized. THE VERTICAL DISTANCE STAIRS 40 (c) 10 TO THE FROM GRADE PLANE TO UNLIMITED AREA Due to the relationships of framing hardware to THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS d the other components of the structure, an framingEBELING PROJECT OF THE HIGHEST ROOF ( ) 200 (c) 10 p y NOT REQUIRED FOR THIS AS PER TABLE 503 SURFACE = NA hardware substitutions will render these plans AS PER SECTfON-5�2 OF ROOF 30 10 null and void, and will result in the installer/contractor THE BUILDING CODE OF I IRESIDENCE NEW YORK STATE. assuming responsibility for the design and a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- performance of the entire system, TOTAL HEIGHT FROM RIDGE TO GRADE NA POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. b) NO STORAGE WITFH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 145 SCHOONER DRIVE LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DRAINAGE & ROOF RUNOFF NOTE: SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING _ OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. ACCORDANCE WITH SECTION R802.10.1. V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. e) SEE SECTION R5(02.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. GENERAL NOTES 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. TABLE R402.2 NOT REQUIRED AS NO WORK IS BEING PERFORMED OUTSIDE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE THE PERIMETER OF THE EXISTING HOUSE. ALL WORK IS INTERIOR WORK. MINIMUM SPECIFIED NOTES: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA SEVERE (b) FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR BASEMENT WALLS, FO AND OTHER UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NA CONCRETE NOT EXPOSEE DATIONJS D TO TINE WEATHER 2,500 (c) EX. SECOND FLOOR NA FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW SECOND FLOOR NA SAL: DATE: NEW BALCONY NA BASEMENT SLABS AND INTERIO>R SLAB ON FEBRUARY 24, 2016 2,500 (c) LOFT NA GRADE, EXCEPT GARAGE FLOOR SLABS OF NEi,T,yo PROJECT N0: ENERGY CONSERVATION CONSTRUCTION CODE ATTIC (HOUSE)(a) NA � ��� � B�� ��- 993-2016 ATTIC (HOUSE)(b) NA a �'' BASEMENT WALLS, FOUNDATION) WALLS, EXTERIOR WALLS AND � COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. o ,�:! A -9� DRAWN BY: YORK GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED * �" '� * BDK O NEW 11 ORK STATE ATTIC (GARAGE)(a) NA UNDER FEDERAL COPYRIGHT LAW. cr NECKED BY: BONUS ROOM NA c� W SCREENED PORCHES NA PORCHES, CARPORTS AND STOPS EXPOSED TOSUNROPLANS MAY NOT BE REPRODUCED WITHOUT �� WRITTEN AUTHORIZATION. s SHEET NUMBER: ALL CONSTRUCTION TO CONFORM TO CHAPTER 4 OF THE DECKS M NA THE WEATHER, AND GARAGE FlL00R SLABS 3,500 (d) F 081868 �O ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �A � DECKS NA KEHL DESIGN ASSOCIATES, LLC. ROFF IONi� ENERGY CONSERVATION CONSTRUCTION CODE OF NEW COVERED PORCHES NA FOR SI: 1 POUND PER SQUARE: INCH + 6.895 kpo THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEG1 COVERED ENTRANCE NA (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ` `/�G POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR 'WEATHERING POTENTIAL l YORK STATE Acceptance of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATrIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING PERGOLA NA CONSTRUCTION SHALL BE AJR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR ♦`MINIMUM CEMENT CONTENT. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © j{hMesigu-Aw7atesUC (b) WITH STORAGE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION VU - LA H N UPLI USE A MINIMUM OF / --/TWO8d NAILS THIS �'2 SIDE DF TRUSS. MTS20 LTS20 �o ALLOWABLE LOADS LOAD /� FASTENERS ,® / '� �_ '/ WITH / @ /. i ,it / - l / �' /��/��,i' LATERAL TDTAL FOUR • ° oI�� - -"1L _ \ MODEL GA UPLIFT UPLIFT CODE N0. TO AVG (133/160) 8dx14° REF. 8d NAILS RAFTERS/ TO TO ULT. NAILS INTO TRUSS - TRUSS PLATES STUDS (133) (160) F F2 (133& 160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTIONSIMPSON cPROVIDE (1) HGAtOKT ON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER SIDE OF CEILING JOIST AND ON SIDE OF RAFTER HfM DESIGN ASSOCIATES �.c PROPER INSTALLATION PROCEDURES _ .� residential b commercial � H6 16 8-8d 8-8d 3983 915 950 650 5, 44 design . consulting DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO o ARTgs'xt2 MODEL GA AVG 2 CODE Bd NAILS P0.Box 1675hone; CLEARMAX. ULT. LFTA LFTA REF. INTO PLATES ® •o' ° p (631)433 9084 N0. WIDTHSPAN L QTY DIA 1 2" 2J" 3" 31» 1 J" 2" 24•' 3, 31" EIGHT-' °o o a Southold,NawYork 11971 E-Mail: ssbn654@optonke.net 24 Bd NAIL LFTA 16 2J" 17" 38 "16-1 Od - 4200 INTO S P 4 1205 1400 5, 44, 85 STUD e Kehl Design Associates,LLC o formerly D A K Associates,LLC DOUG-FIR LARCH / SO. PINE WNERSHIP & USE OF DOCUMENTS: FASTENERS Z ALLOWABLE UPLIFT LOADS 3 o° These drawings and specifications including the MODEL L AVG 10d 10d x 1j" CODE NO. 10d 10d x 1}" ULT. REF. LFTA L S T A21 (133 / 160) (133) (160) o° ideas, design and arrangements represented therein, are the property of KEHL DESIGN MTS16 tg 14-10d 14-10d x 14" 3116 l000 sao loo0 3, 41, 128 o °° ASSOCIATES, LLC. No part thereof shall becopied, disclosed to others or used in connection Mrs20 20 14-10d 14-10d x 1 " 3116 l000 aao 1000 3, 41, 128 ° ° with any work or project other than for which ART�'x12 ° ° they have been prepared without written consent. Sirnpson Strong-Tie LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 °° COUPLER NUT J.-O. HGA10 REV: I. aODETAIL "E" FEBRUARY 24, 2016 DOUSo.FPINEARCH CODE qual number of TYPE OF DIRECTION ALLOWABLE LOADS REF.MODEL CONNEC- OF LOAD FLOOR ROOF 133/ specified nails in N0. TION (100) (125) 160 each end ' Simpson Strong-Tie DETAIL "K" G 515 645 670 CS16 LTP4 5 J 515 645 670 6, 39, 97 H 515 645 670 DETAIL "H" MATERIAL DIMEN51ONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ART$$'xl2 MODEL STUD AVG LENGTH OF BOLT 2.3 DEFLECTION DEFLECTION CODE S N0. MACHINE AT HIGHEST AT HIGHEST REF. BASE BODY < ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE STU 5••- HB SB W H B So CL DIA5's LOAD DESIGN o 8 GA GA QTY DIA t 2" 2}" -,3 7J 3" 5" LDESIGN WHEN RAISED OFF mQ° SIMPSON THE SILL PLATE TAKE-UP WASHER HD2A 16 12 4A- 24" 21" 8" 2 " " 1 " 2 12150 1555 2055 2565 2775 2775 2760 0.058 1 0.077 2, 43, 82 0, 0 0 MODEL DIMENSIONS FASTENERS ART 'x12 AVG ALLOWABLE UPLIFT LOADS 0 N0. W L STUD PLATE AA/r-' DF / SP CODE 8 (133) (1 60) REF. SP4 31%" 71" 6-10d x 1i,]- 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA y� L NAILS FLOOR (133) (160) REF. 100 °o LSTA21 20 16-10d 905 1 12os 1 1295 7, 40, 900 WORK NOTES: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE M ° ODGA W L NAILS 1000 R (133) (160) REF. MSTA24 18 1 1 24 18-10d 1 1025 1370 1640 Simpson Strong-Tie 7, 40, 90 p g MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE LUS46 L FASTENERS NO. (LENGTH END GA CUT LENGTH (TOTAL) SPACING REF. HD2A (100) (133 / 160)2 oc. OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +3t'. 28-8d 1235 1650 21b" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE MODEL DIMENSIONS FASTENERS DIN. DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. HEADERS GA W H B JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE 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. LUS46 18 3, " 44" 2 4-16d 4-16d 6076 1140 1160 1000 - 1150 -11250 7, 40, 127 DETAIL "I" HUS210-2 14 3's" 9j" 2 8-16d 8-16d 6076 1755 2105 - 1650 - 1900 - 2065 1, 35, 84, 122 STU 8,DO G-EIR LARCH/SO IMF Al I OWABLF LOADS , ART 'x12 - FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. TAKE-UP WASHER NO. CA ULT. TO RAFTERS TO PLATES I TO STUDS (133) 1 (160) F F HGA10KT 14 4-SDS4"'x12"" 4-SDSJ"x3" 1523 435 435 1165 940 150 USE A MINIMUM OF S P 4 CN W- COUPLER NUT TWO 8d NAILS THIS SIDE OF TRUSS. CNW- TOTAL FOUR /. • o SE A MINIMUM OF COUPLER NUT S P 4 STU 8 - Bel NAILS TWO 8d NAILS THIS INTO TRUSS SIDE OF TRUSS, MTS16 STU J•- SIMPSON /. MTS16 SIMPSON LSTA21 SIMPS❑N TAKE-UP WASHER BdTNAILOUR o HD2A TAKE-UP WASHER Strong-Tie HUS210-2 LSTA21 INTD TRUSS PROJECT: RENOVATION TWO o FI ® TO THE B AIL PLATES e ; EBELING EIGHT" TWO TO ° ° " ANCHOR BOLTS p $ Bd NAIL ° 8d NAIL °o J INTO INTO ° DETAIL "A" STUD Simpson Strong-Tie PLATES °Go ESIDENCE H7 EIGHT 8d NAILS DETAIL "D" DETAIL "G" STUD Simpson Strong-Tle DETAIL "7 Simpson Strong-Tie 145 SCHOONER DRIVE LFTA LFTA ROD SYSTEM SOUTHOLD, NEW YORK LFTA BP DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS I I•. LTP4 I • STRONG-TIE DETAILS LTP4 DETAIL "L" LTP4 DETAIL "C" 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 Simpson Strong-Tie HA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL F-loon-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SHEATHING NOTES: UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: LTP4 DETAIL, "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. OF NEE, FEBRUARY 24, 2016 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL C � U. BqR 0�P,f PROJECT N0: Simpson Strong-Tie (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM �,�� u �'y� 993-2016 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES * ri, };{ .�'f� -{ DRAWN BY: �y;..� A+ * loon-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE BDK rr W CHECKED BY: NO SUBSTITUTI❑NS Fa 08186 � All framing hardware shown on these plans, A RAF SHEET NUMBER: unless otherwise indicated, is Simpson Strong-Tie, ALL HURRICANE STRAPPING TO COMPLY WITH THE ^ ^ No substitutions are approved or authorized, 41 V L • Due to the relationships of framing hardware to RESIDENTIAL BUILDING CODE OF NEW YORK STATE the other components of the structure, any framing DOB NUMBER: hardware substitutions wilt render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and © KebDesi.A%odatesLLC. performance of the entire system, 301 F1 F1 KEHL DESIGN ASSOCIATES Lw residential & commercial design . consulting #5 Rebar P0.Box 1675 phone: (631 J 433-9084 New Southold,New York 11971 E-Mail: ssbn654@optonine.net ;�— 30"x 30" X 15° Conc. Ftg. w/(5) #5 Rebar Equally #5 Rebar / . / New 4x4xY° Box Tube Space E.W. Kahl Design Associates,LLC®formedy D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: Column w/4x8xN Top Plate o Existing Basement o Existing Basement Welded or Bolted to Bm. These drawings and specifications including the and 12"x12"zY8' Base Plate ' #5 Rebar Ideas, design and arrangements thereinn, ore the property of KEHLDESIGNNew 30"x 30" X 15" g g ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection X33° Conc. Ftg. w/(5) o Existing o with any work or project other than for which #5 Rebar Equally New 4x4xv4' Box Tube 36"x 36" X 15" they have been prepared without written consent. Space E.W. w Column w/4x8xY° Top Plate Conc. Ftg. New 4x4xY" Box Tube Existing Welded or Bolted to Bm. BP From 36'x 36" X 15" and 12"x12"xr Base Plate Column w/4x8x�' Top Plate Above Conc. Ftg. Welded or Bolted to Bm. Ex. Steel Col. FEBRUARY 24, 2016 Existing Girder Existing Girder and 12"x12"0� Base Plate BP From on Ex. Footing Above Existing 8WF11 Ex. Steel Col. Existing BW'F17 Ex. Steel Col. Existing 8WF17 BP From on Ex. Footing xisting on Ex. Footing Above 8W'F17 New 30"z 30" X 15" Conc. Ftg. w/(5) x #5 Rebar Equally D Space E.W. N N .O •p O O li X Existing Basement [V N X X W W Existing Basement WORK NOTES: n L�I0 S' Wn � �9 A \ C� 301 a\� C � 0 FOUNDATION PLAN- ta(2, A SCALE: 1/4"= V-0" ` N 301 NEW ADH 2'-1Y4" NIEW NEW X NEW ADH21048—ADIH21048 AA—AA) C235(LR) 3'-4Y4" 28688 N M II un II EXISTING j� Finished Opening 2868 U DOOR PROJECT: 2'-9" Mico _g" o II � =�� N RENOVATION Existing Family Room o Existin Existing Existing 94"i 0 0 o Dinnette Kitchen Mud TO THE x A N -; Room EBELIG N • % W W r New 4x4x 8 Bax Tube o W RESIDENCE � I®� INTERIOR ELEVATION Column sun. w/8 Top Plate N Bolted to Bm. w/38 z4" Log Bolts w W U and 4"x8"x r Base Plate Existing Welded to Girder Garage 1" '-9" 14'-9" '-9" 145 SCHOONER DRIVE 2'-9" 14'-1) z'_9" 2 Finished Opening SOUTHOLD, NEW YORK Finished Opening (3)134"x 14' LVL. w/(2)Y/" Steel Flitch plates ® — - - - - - -WaIIToBeOpened - - - - - - -- - -- - -- -- - -- - — Provide Header to Support Load Above. ExistingDRAWING TITLE: (3)13 x 14" LVL w/(2)Y' Steel Flitch plates1 1 -62' 15'-3" -62' Pantry Center of Column to Center of Column AS NOTED Existing 0,-4" � Powder Q - Room NOTES: Q THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 00 Existing Living Room o n Existin w Ln o O DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Dining PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Room FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE r7 0 W Q ' o Existing DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Closet FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW NEW CD SEAL: DATE: U" ADH21048 (AA) ADH21048 (AA) CV W r0 P(� •O OF Esu yo FEBRUARY 24, 2016 W C-1 U, 8'gR� PROJECT 01 99O_2016 Z * Ce AWN BY: r BDK © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. p ' HEGKED BY: NEW NEW NEW/ NEW NEW ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED m2 ADH3258C (AA) ADH3258C (AA) 3068 ADH3258C (AA) ADH3258C (AA) UNDER FEDERAL COPYRIGHT LAW. CoA °�'g�'J ��' NOTE: PLANS MAY NOT BE REPRODUCED WITHOUT RpFF StoNh�- sHELr NUMBER: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION.FIRST FLOOR PLAN PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �f6 A101 WASHERS. SIMPSON CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. A SCALE: 1/4"= 1'-0" KEHL DESIGN ASSOCIATES, LLC. ( ) 301 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: EXISTING STRUCTURE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: of FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ____ __ Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. STRUCTURE TO BE REMOVED r - of local governingagencies, such as Suffolk Count Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM L---------J Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KM-DESIGN"ASSOCIATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/"x 9Y" LVL HEADERS agencies prior to construction. A 301 j�j�e /✓ice/-'„/ � rl,% �.t�,/r/�' �/j Existing KEHL DESIGN ASSOCIATES r Closet (OC:C residential & commerclal design . consulting P0.Box 1675 phone: (631)433-9084 Existing Existing Southold,New York 11911 E-Mal: ssbn654@optonine.net Bathroo o Bathroom Existing Existing Bedroom Kehl Design Associates,LLC o formeAy D A K Associates,LLC Master �� 4 ��/ice%�i . i Bedroom WNERSHIP & USE OF DOCUMENTS: i Existing These drawings and specifications including the ----J ideas, design and arrangements represented Closet Closet therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which Slttln they have been prepared without written consent. Room REV: FEBRUARY 24, 2016 Existing Bedroom Existing Existin Closet Bedroom I WORK NOTES: SECOND FLOOR PLAN A 301 SCALE: 1/4"= V-0" F0ut Sdnyea [ Afdge(9*Xagld a Yan Ridge m H"aJ LB Rad JD FeR (paddy id and ad"Wd d d r%A NA"w and ridge lobi) dS(DX RMeM Rads.*I Existing Attic 46 Rd.O w. 6 Ceiling Joist @ 16 c. PROJECT: ExistingRENOVATION Existing. Bedroom Bedroom TO THE EBELING 2x10 Floor Joists 016"oc. 2x10 Floor Joists 0 16"oc. 1-4 RESIDENCE � I 145 SCHOONER DRIVE Existing SOUTHOLD, NEW YORK Existing Family Room Living Room DRAWING TITLE: AS NOTED 2x10 Floor Joists 16"oc. 200 Floor Joists 0 16"oc. Existing 8WF17 NOTES: New 4x4x4' Box Tube THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Column w/4x8xY" Top Plate DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Welded or Bolted to Bm. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL and 12"x12"x%" Bose Plate FIELD CONDITIONS AND DIMENSIONS AND BE SDLEY RESPONSIBLE FOR FIELD FIT. THE New DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 30"x 30" X 15" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Conc. Ftg. w/(5) FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 15 Rebar Equally SEAL: DATE: Space E.W. 'OF NEW yo FEBRUARY 24, 2016 `' Q g�4,Q��'f' PROJECT N0: O 9J, 993-2016 4 e% :A DRAWN BY: e.. i BDK © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. CHECKED BY; NOTE: CROSS � q ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED /` UNDER FEDERAL COPYRIGHT LAW. X8186$ ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT AROFESSIONA��� SHEET NUMBER; ARE TO HAVE Yx3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE SCALE: 1/4"=1'-0" 301 WRITTEN AUTHORIZATION. PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF G�6 OZ WASHERS. (SIMPSON) CONSTR000N MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. EXISTING STRUCTURE KEHL DESIGN ASSOCIATES, LLC. -?/Z Al NOTE: THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FLOOR r STRUCTURE TO BE REMOVED - PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. NOT JOISTS ARE TO BE SOLID E: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS L____--___J DOB NUMBER: of Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building AY PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KEHL-DESIGN-ASSOCIATES, EACH END OR SIDE OF HOUSE NOTE: UNLfESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y2" LVL HEADERS KEHL-DESIGN-ASSOCIATES,agencies prior to construction.