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HomeMy WebLinkAbout41398-Z ®�DSUFFQ��10". Town of Southold 4/7/2017 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38897 Date: 4/7/2017 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 2030 Bay Shore Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 53.4-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/24/2017 pursuant to which Building Permit No. 41398 dated 3/6/2017 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: "AS BUILT'DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Marchetti Fam Irry Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Oho ' Signature �SUFFOI�.c TOWS OLD jo day BUIL NT TO E E o • Annex T LD Telephone(631)765-1802 ?' ain Road f Fax(631)765-9502 Box 1179 G Southold,NY 11971-0959 B T C®LINTY, (THIS PERMIT MUST ON THE PREMISES WITH ONE SET OF AP� �P � jd,D SPECIFICATIONS UNTIL FULL COIF AUTHORIZED) Permit#: 41398 Date: 3/6/2017 Permission is hereby granted to: Marchetti Fam Irry Trt 2030 Bay Shore Rd Greenport, NY 11944 To: legalize an "as built' deck addition to an existing single family dwelling as applied for. At premises located at: 2030 Bay Shore Rd., Greenport SCTM # 473889 Sec/Block/Lot# 53.-4-27 Pursuant to application dated 2/24/2017 and approved by the Building Inspector. To expire on 9/5/2018. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $726.40 CO -ADDITION TO DWELLING $50.00 Total: $776.40 B ilding 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$15.00 �J Date. l 3 - � I '— 201 New Construction: Old or Pre-existing Building: V (check one) Location of Property: v d Sh gre, Raaj House No. Street Hamlet Owner or Owners of Property: �(��'�'� I j')')) I v TRu VoG T'T LSuffolk County Tax Map No 1000, Section �� Block Lot �= SubdivisionFiled Map. Lot: + 1 Permit No. l 1398 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (c eck one) Fee Submitted:$ X Applicant ignature Of SO(/l�o ell ��'Y�OUNTV,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] WISULATION [ ] FRAMING / STRAPPING [ FINAL #S 6110 4944`+ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I�— � + &� o DATE INSPECTOR LAno Robert Barratt PE. 4295 Vanston, Road Cutchogue, NY 11935 D L5 D APR - 6 2017 02-07-17 BUILDING DEPT. To:-Southold Town Building Department" TOWN OF SOUTHOLD Ref: Deck Addition completed in 2000 Location: Marchetti Residence 2030 Bayshore Road Greenport, NY 11971 Building Permit# To Whom It May Concern: To the best of my knowledge the construction and footings, for the deck that was built on the rear of the house at the above location, has been installed as per the plan#1008-2017 and NYS. Code in 2000. Sincerely P�Eo� NEvy"y Ap Robert Barratt PE. n ri.Lws s�OA 08186$ ��FE SSIONP� 1 a' FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) A -------------------------------------- FOUNDATION -----------------------------------FOUNDATION (2ND) Z O � l ® � F „ ROUGH FRAMING& lJ"y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE �P 1 1 �mlr' d2 "'IS 4- v W" t� COWL4 Fh47rVd c� FINAL ADDITIONAL COMMENTS 3-10- 77b • J olW Vl z m R y d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLBoard of Health SOUTHOLD,NY 11971 '1�14 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 15J�/��Survey SoutholdTown.NorthFork.net PERMIT NO. jj�� --Check --Septic Form _DiYS.DEC ._..Trustees C.O.Application E1ood Permit Examined ,20 D ���� V�� �mgle&Separate Stonn-Water Assessment Form ontact: �\ Approved 20 �EB Disapproved a/c one Expiration 20 DEPT- TOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date-4-21-/13-2 Y 20/ 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 coveted 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 file work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the,Buildmg 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 ap 4cantorme,ifa co tion) 62 -Gs ie.���e Ki ✓,re e (Mailing address of applicant) f 9 tql. State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premisese��,/ / -- (As on the tal 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 w ich proposed work wil be do 20� � �csc►-� House Number Street Hamlet c� County Tax Map No. 1000 Section Block i Lot " 53 a7 Subdivision Filed Map No. Lot /07, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration I 1 Repair Removal Demolition Other Work • s,�t 4. Estimated Costr g -D prion) y8�0.DO Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front /fid Rear /p0 Depth 2 S 10.Date of Purchase/`%"�J 49gP7' Naive 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 13.Will lot be re-graded?YES_NO—Will excess fill be removed premise"?YES_NO mArC�'Ir� �,�Jra•� P P a✓wTr.,- j GY '�-I 14.Names of Owner of premises Address203D R4!!!j&� a PPhone No.62/- "177 0.<-0 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 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 dataonsurvey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) $S• COUNTY OFSG)l being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thisrI o� day of R40 20� rib Notary Public S gnature of Applicant LAURA MATTO Notary Public,State of NewYork No.01 MA5085672 Qualified in Nassau County ;mission Expires September 29,20-a 4 . Aoo, F TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET �o VILLAGE DIST� SUB. LOT FOR1�,MER N E ACR. S W TYPE OF BUILDING �A MG!,v/C44 N QLA RES. c2 16 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 00 2, -166 -� 36 0 /P"v r. 62 4-00 6)"1 A -7 03h2 'marie- Ma.'r e-J (-4-G. 7/1q j0q ) 1�h4—L AGE BUILDING CONDITION Nr NORMAL BELOW ABOVE FIRM Acre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK l ' COLOR ate-+,rya,. m TRIM t M p;� t , F((r .� i' '�•-�,` +g SCJ P#a } ,r �''•` tom' 3-•'�. a•rel „�'. - .�'� � 1 ���( � � ,' � t, EE6 .."`"�,'r�ys«;`¢ii:;e`S..A�-��,,�K'- ��..�^,',w•�_ c�.iC� �fiKyaia�n��� -�F; ��.s.,....,n C y"•=�i�(' 'r"s+ ''fir�aY�S'» .i: ,�7�,::1;.'-_ �Y:, �... ^-� .1.5 -•"�.{3i'1•`Y,"' C,r°t.<::?+"�,.:-� -'f.n' r, ;�,rmx4;w:n��a••.:.a....�-..� rr%S.r'�,`t4a.'-. �`'sa-„„��:.t7a ^� rima• -tom.'';+: ,a,.. s.:+'i�'°',-`:"^�.i`��,.s'�,=�'�"•:%w.�.s•r,- -,;,^ -��...>;( -� `'' '`Y2,'p;Mai* •:t."% �>�7r- �S:7`"W+;''�-;;, ...m.�v�x.le�e?'-�.;;`A`.- �`ss.,",'�+ y�^:r��+,.•;,":+uh'9'm,• ?�"'' .»s 4Kne�r x.' +^r=w'r'''::`;'"rro�. ,a«,r 1��.„m2":,• sou..,,." t;. �r"K'x�a,h»...•a..i�` .n..-.��v�+`-'4.^'•. �-sin'-.. �.r �, M. Bldg. 13 _ p, ` Foundation Bath Dinette Extension O'k s �o? Basement Floors , K. Extension Ext. Walls r r Interior Finish LR. - Extension �" 3 }' Fire Place Heat Usti ` ,J DR. Type Rooft;t' f r` Rooms 1 st Floor BR. Porch Recreation Roo 't Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio 0. B. ----------------- Total - i S ' a �2,It SURVEY OF 0 \-01 r� '� . , ,, �� 0'S P/0 LOTS 1- 08 & 110 .9 L 0 T 109 d> AMENDED MAP "A`° A. J PECONIC BAY ESTATES �O S10 �1L ED MAY 12, 1933 FILE NO. 1124 Q\O �' 6h tea° SK P AT ARSHAMOMAOUE o TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. (000 - 53 04 27 `09 gr, r Scale I 30 v0� r Sept. 25, 1987 Ove o0. `�-��N 0� \\0 °F 5 �5 , CERTIFIED TO ' �,E �'S, FIRST AMERICAN TITLE INSURANCE CO. OF NEW YORK Q' LINCOLN SAVINGS SANK JOHN MARCHETTI s \\0 MARIE MARCHETTI �0� i� V LANDS, ' n. 0rN 9 oa G•1 ��• s== LIC. NO. 49668 ropar.:d in aecvrounce wirr, O ENGINEERS, P.C. standards for title sury®ys as esta3�li.:��c r,;. (51 Gv She L.i.A.L.S> and a P.O. N E\N� `` \\ MAIN far such u" 6y Th® N®w York S ate Land SOUTHOL , .' Pv 1197I Title Amoclation. �' R7 - 7F5 � 'GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION eiv. �. -��% ; 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, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. :�r, GENERAL NOTES: Wood: r � ---®� -- 1 . All studs to be SPF #2 or better, and all other structural wood to be � Fir Douglas 2 or better. 2. FIRE SAFETY: 9 1 - 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 KEHL DESIGN ASSOCIATES LLC FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residential & commercial design o consulting 2. 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 1615 phone: 16311433-9084 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. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3• E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5, Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates,LLC o formerly D A K Associates,LLC F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. - - --- - - - --- 4. 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: 5, 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 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 part thereof shall be 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 6• 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 PLUMBING, ELECTRICALS, ETC. 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. 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 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI C. HEAVY DROP CLOTHS. Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. 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): DATE: 3 I_P. f; � CUTTING, PATCHING REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1 900 000 PSI 4. NOISE AFTER HOURS: / g, THE CONTRACTOR SHALL DO ALL CU Q � 46 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI FE :R, Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, h101I y BUIL^' 'C; "'•`;1 I'1T AT 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. 7C5-1&,22 f3A,"° TO 4-PM FOF= 1-HE 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES, LLC. NOTEl G 'r � i 10',!:x: CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR F HOURS. LC "'`d�'d +,!.:F~�� - OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 1. F:`UNDP T ION - T1'�,'O f;r.QUIPr=D 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, FOR POE_1Rl-D CONCRETE 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 2. RO!)Gi-1 FL„",",".',N� & FLU:.Ir' 1Ca 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. 3. 1'�!SULATiON RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO t., FINAL - CO",STRUCTION MUST CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES E.E COMPUETF FOR C.O. 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM ALL CONSTfILIC.TiON SHALL NPIEET TIAE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. 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 FrOUIREME:NTS OF THE CODES OF NEW 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 YORK STATE. t OT RE=SPONSIBLE FOR 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE DESiiPI OR CONSTRIJCT101J FR"ORS. 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 RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: DOCUMENT 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 Hf 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 CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. A RE0UIME:i_ 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. n. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE , -�.m ;: ---� GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ` `�// �� R LOAD SPEED (mph) Iii �l 20 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 Co NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDSI_. 1.14_ IS U��Lf��� 'UL DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS, t I-�,f; ;i Ifs .1 O�T CERTiFICA� E PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS g � /�g� (in pour ,s per square foot) SHEATHING NOTES: V- OGCUPM, C 1�/ ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST USES(s) AND OCCUPANCY CLASSIFICATIONI(s) USE - LIVE LOAD DEAD LOAD - & PAPER ASSOCIATION (AF & PA) WOOD FRAME CON S"RUCTION MANUAL (WFCM) FOR ONE AND TWO USE OCCUPANCY EXTERIOR BALCONIES 60 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. RESIDENTIAL R-3 (SINGLE FAMILY) DECKS (f) 40 10 (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 (4) SHEATHING TO BE NAILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTIONS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: Al,( framing hardware shown on these plans, HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong—Tie, HEIGHT, BUILDING. No substitutions are approved Or authorized. MARC H ETTI THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE To UNLIMITED AREA Due t0 the relationships of framing hardware t0 RESIDENCE THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS a the other components of the structure, any framing OF THE HIGHEST ROOF AS PER TABLE 503 ( ) 200 (c) 10 hardware substitutions will render these plans SURFACE E 15N 50,6" EXISTING AS PER SECTION 502 OF ROOF 30 10 null and void, and will result in the Installer/contractor THE BUILDING CODE OF NEW YORK STATE. assuming responsibility for the design and DECK PLANS a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— performance of the entire System. TOTAL HEIGHT FROM RIDGE To GRADE 17'—S�l6" POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 2030 BAYSHORE ROAD, LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY GREENPORT 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. DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NIC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS GENE RAL NOTES TABLE RA92.2 PLUMBING RISER DIAGRAM MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE AREAS OF STRUCTURE MINIMUM SPECIFIED NOTES: 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 NOSE 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 PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR BASEMENT WALLS, FOUNDATIONS AND OTHER UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NACONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NEW SECOND FLOOR NA SEAL: DATE: NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON FEBURARY 06, 2017 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) SOF NEW)e LOFT NA O PROJECT NO: ATTIC (HOUSE)(o) NA © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ��P�0\ 8q� �'f- 1008-2017 ATTIC (HOUSE)(b) NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED O� o9_ RAWN BY: BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND UNDER FEDERAL COPYRIGHT LAW. GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) * �'' BDK ATTIC (GARAGE)(a) NA PLANS MAY NOT BE REPRODUCED WITHOUT '. k/HECKED BY: BONUS ROOM NA WRITTEN AUTHORIZATION, 0 SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 11 SUNROOM NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) KEHL DESIGN ASSOCIATES, LLC. �A og18b9 ��� SHEET NUMBER: NEW DECK 549 sq. ft. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ROF SS10NP COVERED PORCHES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ZJZa G 1 COVERED ENTRANCE NA (a) AT 28 DAYS PSI PROOF OF PURCHASE. POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL Acceptance of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING the authorization of local governing agencies, SUCK as Suffolk Count Det DOB NUMBER: OF CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 9 9 9 Y P (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. Verify all Conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. Construction, 0 KEHL•DESIGN•ASSOCIATES, LLc (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF DOUG—FIR LARCH So. PINE UPLIFT TWO 8d NAILS THIS ALLOWABLE LOADS M SIDE OF TRUSS.LOAD o f T S O T S 2 0 / r_' �� I94 FASTENERS LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT (133/160) 8dxlI" CODE 8d NAILS NO. TO AVGINTO TRUSS REF. °o NAILS RAFTERS/ PLAOTo ES STUDS ULT. TRUSS (133) (160) F F2 (133& _ _ STU SIMPSON ° PROVIDE (1) HGAIOKT ON $' NOTE: REFER TO SIMPSON WOOD CONSTRUCTION =e� TAKE—UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER "M DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES j— residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° DIMENSIONS FASTENERS TWO o ARTJ"x12P0.Boz 1675 phone: �631�433-9084 (TOTAL) AVG LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° °• '• MODEL GA MAX. CLEAR ULT. LFTAZ LFTA REF. INTO PLATES o p '0• ° Southold,New York 11971 E-Mail: ssbn654@optonline.net WIDTHSPAN L QTY DIA 11" 2" 21' 3" 3k" 11" 2" 21" 3 3}" o° EIGHT ° IN NAIL S P 4 e ° Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J•• 17" 38J" 16-10d — 4200 1205 1400 5, 44, 85 N STUD DOUG—FIR LARCH / SO. PINE o FASTENER ALLOWABLE OWNERSHIP & USE OF DOCUMENTS: ALLOWABLE UPLIFT LOADS-' , 0 MODEL L AVG 1B 1Od x 1 - CODE o These drawings and specifications including the N0. ULT. REF. LFTA ° ideas, design and arrangements represented 10d 10d x 11" (133 / 160) (133 160 ( ) L S T A 2 1 ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° o° copied, disclosed to others or used in connection with any work or project other than for which ° ° ° they have been prepared without written consent. MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ARTJ"x12 0 ° Simpson Strong-Tie LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 CNW_ HGA10 COUPLER NUT DETAIL "E" °°° DOUG—FIR—LARCH ° TYPE OF DIRECTION SO. PINE CODE gUal number Of MODEL CONNEC— OF LOAD ALLOWABLE LOADS REF. specified nails in °° N0. TION FLOOR ROOF 1 (133/ (100) (125) 160 each end II G 515 645 670 I °• Simpson Strong-Tie DETAIL K" CS16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HO DEFLEDOWNCTION DEFLECTION ART "x12 MODEL STUD AVG LENGTH OF BOLT 2.J DEFLECTION CODE AT HIGHEST STU 8"— NO. ANCHOR MACHINE ULT IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE REF. °°°o BASE BODY a e BOLTS ALLOWABLE LOAD DESIGN o GA GA HB SB W H B SO CL DIA', DESIGN 0 IM SON QTY DIA WHEN 0 L- 1 2" 2}" 3" 3}" 5�" LOAD THE SIRLIPLDATEFF 0 ° TAKE-UP WASHER 0 HD2A 16 12 4A" 2}" 0 2J" 8" 2t 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 00 ART8"x12 MODEL DIMENSIONS FASTENERS AVIG ALLOWABLE UPLIFT LOADS NO. W L STUD' PLATE ULT. OF / SP CODE (133)2 (160) REF. SP4 3J" 71" 5-10d x 1�" — 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 GA FLOOR REF. WORK NOTES: NO. W L NAILS 100 (133) (160) 00 LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 D10 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W I L NAILS 100R (133) (160) REF. Simpson Strong-Tie MSTA24 18 1 " 24 18-10d 1 1025 1 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE No. L END (TOTAL) SPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160) OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Slnpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2�- 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. -FIR A PIN A WA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. CAW H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133)(160) 1od 16d 10d 16d 1 O 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 — 4-16d 4-16d 6076 1140 1160 — 1000 1-11150 — 1250 7, 40, 127 DETAIL "I" 51, HUS210-2 14 39 9f�" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 STU 8 — DOUG-FIR LARCH S0. PINE ALLOWABLE ADS ART 'x12 SIMPSON MODEL FASTENERS UPLIFT UPLIFT 33/160) CODE N0. G ULT, TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F 160 HGAIOKT 14 4—SDSJ"x14" 4—SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 CN W- TWD 8d NAILS THIS COUPLER NUT SIDE OF TRUSS, CNW— TOTAL FOUR /. O SE A MINIMUM OF COUPLER NUT S P 4 STU '— 8d NAILS TWO 8d NAILS THIS M SON INTO TRUSS SIDE OF TRUSS. MTS16 STU J'— MTS16 ° OUP LSTA21 SIMPS❑N TAKE-UP WASHER 8dTNAILAL OUR HD PA °°°`` TAKE— WASHER ° LSTA21 Strong-Tie H U S 210 2 INTO TRUSS PROJECT: ° P IARCHETTI 9W °° FI RESIDENCE TDO �' PLATES °mo ° $" ANCHOR BOLTS o 8 TONAIL TWO NTOAIL o° "All EXISTING STUD Simpson Strong-Tie PLATES o® DETAIL A i ® H7 EIGHT DECK PLANS 8d NAIL INTO o ® DETAIL "D" DETAIL "G" STUD Simpson Strang—Tie DETAIL H7 Simpson Strong-Tie LFTA ROD SYSTEM 2030 BAYSHORE ROAD, LFTA LFTA °°°° 0, 1GREENPORT, NEW YORK BP DRAWING TITLE: SIMPSON WINDLOAD I CHARTS & CALCULATIONS / STRONG—TIE DETAILS LTP4 & ROOF DRAINAGE CALCULATIONS NO LTP4 DETAIL "L" I LTP4 NO I ES: DETAIL "C" 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL E l o o r-t o-Floor Connections 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. FEBURARY 06, 2017 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL or-NEW Y PROJECT NO: �cEo 1008-2017 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM a. B �- Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES CD � A'Q DRAWN BY: Floor-to-door Connections o BDK (4) SHEATHING TO BE NAILED TO TOP PLATE -A CHECKED BY: NO SUBSTITUTI❑NSA r` �t;� 4W SHEET NUMBER: All framing hardware shown on these plans, � 08186' unless otherwise indicated, is Simpson Strong-Tie, �iORoF SIONP�� No substitutions are approved or authorized. G2 Due to the relationships of framing hardware to the other components of the structure, any framing DOB NUMBER: of hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and © KEHL•DESIGN•ASSOCIATES, ac performance of the entire system, ff �0191 Wil° ' '/ �/ %i KEHL DESIGN ASSOCIATES ac 1 1 residential & commercial design • consulting Existing Existing Existing House House House Po.BOX 1675 phone: (631)433 9484 °xs" Decking Southold,NewYork 11971 E-Mai: ubn6Woptcnh.net Aluminum Retractable Awning System Installed as Per Manufactures specification 2x8 ACO Top Rad Kehl Design Associates.LLC a formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the EEI F-1 ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Existing copied, disclosed to others or used in connection anywhich House N theyhhave b ern prepaored without ject othertwrittenorconsent. o REV: �Meck'ng Y,"6" Decking 2x8 ACQ Top Rad I NEW 2x8 ACO Top Rail Y6 DeckingDECK EXISTING 2x8 CCA Top Rail. HOUSE 2x4 Top Rail 44 Post Flashing ZzxBAICQ Top Rail 2x8 CCA House Beam , � 2x2 Balisters Simpson Hanger or Equal 2x8 ACQ Top Rail 2x8 ACQ Top Rail H2.5A Simpson Hold—down s/4" x 6"Decking Y" COX Subfloor Aluminum Retractable Awning System or Equal Installed as Per Manufactures specification A 2x8 Box Bm. I 2x8 CCA Joists®16"ac. 2x8 Floor Joists @16"oc. X7'_91• l WORK NOTES: 4 (2)2x8 ACQ Girder Simpson Strong—Hold Bolts \ 2x8 Box Beam Simpson GS16 or Equal 0 16"oc. or Equal (Strap Tie) (2)2x8 ACQ Girder 4x4 ACQ Post N COX Sheathing 2x6 Sill Existing Deack Simpson Anchor 4x4 ACQ Post ABU44RZ 8" CMU Foundation Constructed in 2 �i"x" Anchor Bolt Simpson Anchor �z12" Anchor Bolt Sona Tube ABU44RZ Ftg EXISTING Ftg. (Min3'-0" 12" Sona Tube Below Final grade). Ftg. (Min3'-0" BASEMENT Below Final grade). Existing Conic. Steps 1' Existing Existing Existing House House A House 2x8 Floor Joists @ 16'oc. r 00 4 5'-3r 1 co v 2x10 CCA Girder 2x10 CCA House Beam0 a 2x10 CCA House Beam 2x10 CCA Ouse Beam "tea w/2x2 Ledger ,~. w/2x2 Ledger w/2x2 Ledger Existing 2 2x8 CCA Girder Existing Deck PROJECT: �� — A House 1 1 � �� 101 —10 5'-2 12"Sona Tube Gross Section i ARCHETTI �00 Bottom to be I o ' Min. 3'-0" Below Fi al RESIDENCE Grade. (Typ.) (2)2x8 CCA Girder (2)2x8 CO Girder 12" Sona Tube 12" Sona Tube 12° Sao Tube EXISTING Bottom to be Bottom to be s N 12" Sona Tube Bottom to be 4Bottom to be _8 Min. 3'-0" Below Final Min. 3'-0" Below Final Min. 3'-0" Below Final DECK PLANS Grade. T Grade. T Min. 3'-0" Below Final N (Typ.) (Typ.) Grade. (Typ.) Grade. (Typ.) N Mo N 2030 BAYSHORE ROAD, r\ 12° Sono Tube 12" Sana Tube 12" Sona Tube i 12" Sona Tube Bottom to Be Bottom to be Bottom to be Bottom to be G RE E N P O RT, NEW YORK Min, 3'-0" Below Final Min. 3'-0" Below Final Min. 3'-0" Below Final Min. 3'-0" Below Final Grade. (Typ.)� Grade. (Typ.) Grade. (Typ.) Grade. (Typ.)� (2)2x8 CCA Girder _ — (2)2x8 CCA Girder — (2)2x8 CCA Girder DRAWING TITLE: in AS NOTED 3 '-44' 'k x'-44" "� �'-5r ��'-44'' '- 43 NOTES: 7'-91, THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 4 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 A DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN DR 101 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Existing Deck Substructure Plan SEAL: DATE: FEBURARY 06, 2017 PROJECT NO: 1008-2017 �_C� OF NEW), DRAWN BY: lull 0 BDK CHECKED BY: �o * s !, * SHEET NUMBER: NOTE: ALL ANCHOR BOLTS O C COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. n ARE TO HAVE 3"x3° BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME UNDER FEDERAL COPYRIGHT LAW. �A 081868 ��� A101 WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PLANS MAY NOT BE REPRODUCED WITHOUT SS1 NPS, WRITTEN AUTHORIZATION. NOTE: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ! 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 KEHL DESIGN ASSOCIATES, LLC. 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 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ©OR"DESIGNur EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)14"x 9%" LVL HEADERS agencies prior to construction. PROOF OF PURCHASE.