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HomeMy WebLinkAbout1000-103.-3-4 pF SO(/r OFFICE LOCATION: ��� yOl MAILING ADDRESS: Town Hall Annex '` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � ® �pQ Telephone: 631 765-1938 Southold, NY 11971 Fax: 631 765-3136 POU LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 10, 2019 Re: LWRP Coastal Consistency Review DARCY GAZZA SCTM# 1000-103-3-4. William Toth Construction & Robert Wilson on behalf of DARCY GAZZA requests a Wetland Permit to demolish existing 1,275sq.ft. dwelling with attached garage and construct new two-story dwelling with attached garage in same 1,275sq.ft. footprint on the existing foundation; construct an additional 14.1sq.ft. addition on landward side of dwelling and an 80sq.ft. addition on seaward side of dwelling; construct a 388sq.ft. deck attached to seaward side of dwelling; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the wetlands. Located: 1500 Beebe Drive, Cutchogue. SCTM# 1000-103-3-4. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP provided the following is considered to further Policy 6. The single family structure is located between FEMA flood zones AE EI 6 and EI 8 and does not fully support Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion, however, the new single family residence would be designed to be flood tolerant to minimize potential loss and damage. In the event the action is approved. 1. Require the installation of an All OWTS due the proximity of the parcel to Eugene's Creek 2. Require that the non-turf buffer proposed, be vegetated with native, salt tolerant species. Increase the width of the buffer to achieve greater benefit. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney ED Town of Southold RLE E V . INT NOV °� 2 2019� LWRP CONSISTENCY ASSESSMENT FOR So«cn,Dia 1'own A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed, action will be evaluated' :as tii its sitrnificant beneficial and ad°verse.effects'iipou_llie,co6dstal�area(which includes dll of Southold To� 3:, If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,,each answer niusi',be:.explained.in detail,_listing both supporting and non-facts. If an action cannot be certified as consistent with the LWRP policy standards and, conditioris,,it shall.nof°be urideriaken: A A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 103 3 4. . PROJECT NAME Gazza Jones Residence _ The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees V 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Remove existing house and construct new house in same location and with the same approximate footprint R'£ Location of action: 1500 Beebe Drive Cutchogue NY Site acreage: 0 85 acres Present land use: Single family residential Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:Robert Wilson_ . (b) Mailing address: PO Box 49 Southold NY 11971 (c) Telephone number: Area Code( ) (631)504-8842 (d) Application number, if any: Will the actionbedirectly undertaken,require funding, or approval by a state or federal agency? YesEl- No N❑ If yes, which state or federal agency?, C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED OAST P60,0( Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes No ❑ Not Applicable Proposed project follows the footprint of the existing house almost exactly Adding only 80sq ft on the seaward side of the house, and 14 1 sq ft on the landward side Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No V Not Applicable There are no known historic or acharaeological resources on or adjacent to the proposed site of construction Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑/ Yes ❑ No ❑ Not Applicable The proposed construction will do nothing to harm the scenic resources of Southold town Any changes to the appearance of the house will be minor and will be improvements over the existing_ Attach additional sheets if necessary NA'T'URAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable Steps will be taken to prevent eroision including the installation of a silt fence during construction as well as new dry wells to divert potential run off from the finished project. ------------- Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria FCJ Yes ❑ No ❑Not Applicable The proposed project will come no closer than 87'to the upland edge of wetlands A well vegetated buffer exists and will be maintained. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Q Yes No tiot Applicabl - - The,proposed project will have no impact on Coastal fish or Wildlife habitats Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes [—] No pilot Applicable The proposed project will have no impact on air quality in the Town of Southold Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 12 Yes ❑ No ❑ Not Applicable The proposed project will not generate any hazardous waste.All waste generated cluing construction will be removed and disposed of a ro riatel _ PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III —Policies; Pages 38 through 46 for evaluation criteria. V Yep--n ! No❑ Not Applicable The proposed project will have no negative impact on the public use or access to marine resources Attach additional sheets if necessary WORDING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No V Not Applicable The propsed project will have no impact on"water-dependent uses"in The Town of Southold. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Vn �/J Not Applicable The proposed project will have no impact on living marine resources. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑' No kA Not Applicable There are no agricultural lands on or adjacent to the site of construction. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No SLI Not Applicable There are no known energy or mineral resources on or adjacent to the site of construction PREPARED BY Robert Wilson ___` TITLE Agent ___��_ DATE 9/25/2019 SFE SEGNO ORI � > _ o WTCN lR1E fix° • MA- -SM ATtl1SEESCC NO ry,0 ,4\r 1 syr 9 '• y {�P• 3 .. 11 \w 5 it .p °" f •�, �E '[Fink' t2 =P 2 'ate s ' \ . s P",s '. v 21'�•.P l9 \µl O \\ i • C 4 {� le,p, t,kl M �aNN <A QI iN w.g ° FP` � zs dam' ' �.�, e'• f m � Ys` � ,fit" mm 31 �t iTncl � P z M1 ffi� m v d�• '> M1 1-71 m Pa a O v w M P w •' 2M y., ! a > � a ,s a3 t �3 r 4 �4�ry r • w ,�I O ,> r • ,° .:..M,S� � v T n 2von 20e Z<p 3 LI f � Io % • �(ry �% .._ a w � a • Ij ♦f S• O9= •y�Q)`y.2T � ,�,y� •IU') .40 • .mow a I y x3 Z� v 8 r' M1 9, i •, a � �� �` � I , 112 • I� 0 4 •I Q \ 2, My _,T r e b\ �j• '�> � � 'may Ian - ��a�/F� f +• _ � • �9 r \ 'e>�"r ® fry z �p>�� � �>f f ♦ g � / \\ • � .. 'Fry a r � > r ` �, it \ `RA~-'Lc'vr51 2m {0'2 v M1 FOA POLNO O , WRPCL NO y a If Tc, SEESEG NO SEESEC NO b 1026@02 1160tLRL � ''f r• ^ m r P • x�m u r o WTat--_.�------- ------�L___ I01E—f v s • xy,oe v� -----' Nonce COUNTY OF SUFFOLK © K ®' soetxoln SECT ON NO Real Property Tax Sernce Agency Y je� e r ---- vvu.--w-- _ lYUNryla81r111wnnf,NYt1fB1 103 - PROPEFRY SIPP' - a f' „i^SIA y 'a R ;;YY t- e Y- '°' 8 . - >. - - � meq._ _ - .x s� r: ... .-. +.� .. .�........................_..�.-__«..v...-_...-.......-.__.......".u_....a�. _ .'s'. GENERAL NOTES: . SAFETYRESIDENTIAL, • ,, ,.:., NOTES: RE ID S ENTIAL RENOVATION & UCTIC) � �r �. CONTRACTOR OTES rti\,�"`y,.;•✓�,�/�G,;.�.;��;:�,�.��'Siis�;�:,,,;%%ra='�;j "',�,,. 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL ' LHI GU_7J' t u_UF7 General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: GENERAL NOTE'S: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: ' - 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A i11i� DESIGN ASSOCIATES INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residential s, commercial design . consulting 2 3. Nailing schedule shall be in accordance with the specified code. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre -manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO. Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, „ 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, phone: (631) 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 ssbn654@optonl�ne.net E -Mail: ssbn6S4@opfon�ne.net MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates, LLC ®forrflerlyDAKAssociates, LLC 4. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ��///r/,r" r /;��J9�,^�'�J/////�'. r%/'fir/�/•� THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP -& USE OF DOCUMENTS: CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and 5' b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 P 9 P Y PP g specifications includingthe CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be 6. 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: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been rn P reopParredc wiotherthout twriittenorcowhich nsent. Y 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 -7 , E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9, E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI 10. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, MONDAY TO FRIDAY, EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REt`v10VED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. 1 1 . KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. " ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD 'TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER''S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRE'D TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPAT)o�IAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SA_T�'�FACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK; NOTES: CONTRACTOR SHALL INL","ATE 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. Ir T TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, HE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE AFBEG BEGINNING ULz W� OP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. C 7 PROVIDE SINGLE OR MULTIPLE -STATION SMOKE ALP,RMS AS WELL AS CARBON MONOXIDE DETECTORS RIOT FOIA SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE CONSTRUCTI®N UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. �+�+ '� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTAI I FD TO MFFT oR FYrrPPn USE UNLESS , .. - L I V- uv 1 Lr> Nl 1HUNAL KLSIUEN I IAL CODE UPDATED WITH THE 2016, E GIN EER UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DESIGN CRITERIA TABLE 1607.1 - continued :MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UD DI HE 2 P ATE W TH T 016 UNIFORMESU COD PPLE MEN T USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 (SINGLE FAMILY) TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B IHEIGHT AND FIRE AREA HEIGHT FIRE AREA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAY- MENT REQUIRED FLOOD HAZARDS WIND EXPOSURE CATEGORY =28'-9" AS PER SECTION R202 OF THE 'I-,LKLQUIKr_MLN 15 UV IHE 2015 INTERNATIONAL CERTIFIED BY A RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEM, N_7 PROFESSIONAL mnTF• Al I RMFFT nP FY FFh r`I-IAPTPR 1') rW TWF 01n� SIo(��A 1AITf n..._. _.... 11� r1r�MC SPEED (Mph) WEATHERING FROST LINE DEPTH TERMITE DECAY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C , .. - L I V- uv 1 Lr> Nl 1HUNAL KLSIUEN I IAL CODE UPDATED WITH THE 2016, E GIN EER UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DESIGN CRITERIA TABLE 1607.1 - continued :MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UD DI HE 2 P ATE W TH T 016 UNIFORMESU COD PPLE MEN T USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 (SINGLE FAMILY) TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B IHEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDING. CONCENTRATED (pounds) THE VERTICAL DISTANCE FROM GRADE 10 PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA THE HIGHEST ROOF- SURFACE 3 STORY =28'-9" AS PER SECTION R202 OF THE AS PER TABLE 506.2 INTERNATIONAL RESIDENTIAL CODE BALCONIES (EXTERIOR) AND DECKS (e) UPDATED WITH THE 2016 1008 sq. ft. INTERNATIONAL CODE SUPPLEMENT. 40 TOTAL HEIGHT FROM RIDGE TO GRADE 35' OCCUPANCY OR USE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS UNIFORM (psf) CONCENTRATED (pounds) UNINHABITABLE ATTICS WITHOUT STORAGE' 10 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCC:UPANCY. PANELS SHALL UNINHABITABLE ATTICS WITH LIMITED STORAGE'' j' k 20 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, HABITABLE ATTICS AND SLEEPING AREAS 30 EX. SECOND FLOOR BALCONIES (EXTERIOR) AND DECKS (e) 40 1008 sq. ft. ALL OTHER AREAS 40 AS REQUIRED FOR THE ANCHORAGE METHOD ANT SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT 'SHALL BE DESIGNED TO STAIRS AND EXITS ONE - AND TWO- FAMILY DWELLINGS 40 300f . SECTION 1609 WIND LOADS a NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS, IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS - OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144rnm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTW, E 1996. EXCEPTION: NO SUBSTITUTIONS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS (OF 3/6 INCH (11.1mm) AND All framing hardware Shown On these plans, �-1 �7 PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 3:3 FEET (10,058mm) OR LARCH #2 AND BETTER UI 11UDD ULI ICI VVIDG II IUIUU ICU, IJ JII I 1pbUfI JLr Orly- Ile, '"�"'• 2 2 FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm1 SQUARE FOOT = 0.0929 m LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCC:UPANCY. PANELS SHALL 1084 sq. ft. No substitutions area roved Or authorized. PP 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMINIG SURROUNDING THE 438 sq. ft. EX. SECOND FLOOR 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED 1008 sq. ft. Due to the relationships of framing hardware to P 9 e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY AS REQUIRED FOR THE ANCHORAGE METHOD ANT SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT 'SHALL BE DESIGNED TO NA the other components of the structure, any framing 4.5 INCHES. I, UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH ATTACHMENT HARDWARE THE PROVISIONS OF ASCE-7, WITH CORTLY INSTALLED PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED NA hardware substitutions will render these plans null and Void, and Will result In the installer/contractor JONES � t . ,y ZA BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13„716mm) OR LESS WHERE NA assuming responsibility for the design and ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPHperformance NA of the entire system. E ' ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). 574 sq. ft. COVERED PORCHES OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED COVERED ENTRANCE 80 sq. ft. REAR COVERED PORCH TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT NA - 1500 BEEBE J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DRIVE, THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIRE',, CLJi'�f%LJf%f%_"E BENTS OF THE 2015 INTERNATIONAL RESIDENTIAL I MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. i ®�r"t► LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLO''A'ING STANDARDS ARE PERMITTE THE PLANE OF THE TRUSS ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER 1084 sq. ft. EX. FIRST FLOOR 1246 sq. ft. AREAS OF STRUCTURE EX. CRAWL SPACE 145 sq. ft. NEW CRAWL SPACE 438 sq. ft. EX. BASEMENT 1084 sq. ft. EX. FIRST FLOOR 1246 sq. ft. NEW FIRST FLOOR 438 sq. ft. EX. SECOND FLOOR 670 sq. ft. NEW SECOND FLOOR 1008 sq. ft. NEW BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC (GARAGE)(c) NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA NEW DECK 574 sq. ft. COVERED PORCHES NA COVERED ENTRANCE 80 sq. ft. REAR COVERED PORCH 90 sq. ft. ACCESSORY STRUCTURE NA POOL HOUSE CABANA NA SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITHE THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIO^,rL BUILDING CODE. SCTI m # 1400-103-3-4 BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DRAWING TITLE: BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD -FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE -AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d - CHORDS - -- 3 ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF '- Inc REMAINING r'VRIIVND OF Int uu1S1S OR BUSS BOTTOM CHORDS SHALL til DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL • LOG STRUCTURES (ICC400) 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL OCT 4 2019 y .FIELD ONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR :UNFORESEEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT - FORMALN ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 1 1 , 2016 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. PROJECT NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �P:�oF NEW yo 1007-2017 RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. � �� o E,q�� f DRAWN BY: NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s PLANS MAY NOT BE REPRODUCED WITHOUT G j. 9� BDK INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRITTEN AUTHORIZATION. ^�: ° `A NECKED BY: (SEE PAGE A102 FOR DETAILS). a. This table is based on 140 mph wind speed and a 45 -foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF b. Fasteners shall be installed at opposing ends of the wood structural panel.KEHL DESIGN ASSOCIATES LLC. n "� HEET NUMBER: Fasteners shall be located a minimum of 1 inch from the edge of the panel. T2 Ceiz�n60 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN Od186g length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. OA�OFEssI a minimum of 2Y2 inches from the edge of concrete block or concrete. G1 d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. the authorization of local governing agencies, SUCK as Suffolk County Dept. DOB NUMBER: OF of Health Services, Town Building Departments, DEC, FEMA, etc. / Verify all conditions, codes, and requirements with such ogencies prior to !Q construction, ©�EIIIruc (a) WITHOUT STORAGE (b) WITH STORAGE DESIGN•ASSOMTES I FASTENER SPACING (INCHES) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL FASTENER TYPE < 4 FEET SPAN < 6 FEET SPAN < 8 FEET NO. 8 WOOD SCREW - BASED ANCHOR WITH 2 16 10 8 INCH EMBEDMENT LENGTH NO. 10 WOOD SCREW - BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH Y4 INCH DIAMETER LAGSCREW- BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH • LOG STRUCTURES (ICC400) 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL OCT 4 2019 y .FIELD ONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR :UNFORESEEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT - FORMALN ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 1 1 , 2016 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. PROJECT NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �P:�oF NEW yo 1007-2017 RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. � �� o E,q�� f DRAWN BY: NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s PLANS MAY NOT BE REPRODUCED WITHOUT G j. 9� BDK INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRITTEN AUTHORIZATION. ^�: ° `A NECKED BY: (SEE PAGE A102 FOR DETAILS). a. This table is based on 140 mph wind speed and a 45 -foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF b. Fasteners shall be installed at opposing ends of the wood structural panel.KEHL DESIGN ASSOCIATES LLC. n "� HEET NUMBER: Fasteners shall be located a minimum of 1 inch from the edge of the panel. T2 Ceiz�n60 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE c. Anchors shall penetrate through the exterior wall covering with on embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN Od186g length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. OA�OFEssI a minimum of 2Y2 inches from the edge of concrete block or concrete. G1 d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. the authorization of local governing agencies, SUCK as Suffolk County Dept. DOB NUMBER: OF of Health Services, Town Building Departments, DEC, FEMA, etc. / Verify all conditions, codes, and requirements with such ogencies prior to !Q construction, ©�EIIIruc (a) WITHOUT STORAGE (b) WITH STORAGE DESIGN•ASSOMTES I %, /r; STRONG—TIE CONNECTORS SPECIFIED FOR CONSTRUCTION S TR U C TI 0 N I SIMPSON S USE A MINIMUM OF " TWO 8d NAILS THIS ME/ ,�_ MTS20 LTS20 % -- l PROVIDE (1) HGA10KT ON SIDE Of TRUSS. SIDE OF CEILING JOIST ALLOWABLE LUPLIFT OADS_FIR LARCH SO. 2 LOAD TOTAL FOUR /• O o o FASTENERS LATERAL WITH 8d NAILSUPLIFT UPLIFT UPLIFT CODE AND ON SIDE OF RAFTER MODEL GA U 133 160 8dx1 ( / ) � //I��� -- 11 SII �� a _' �• . -7-- I;r;�, REF. INTO TRUSS. /s` - N0. TO TO TO AVG NAILS %',;i ,;. �: ✓, RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& STU - TRUSS SIMPSON j�JJ T�j NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER 1�L11L DESIGN ASSOCIATES H7 16 4-Bd 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -'- PROPER INSTALLATION PROCEDURES t�� 111 III v residential & commercial design . consulting ' H6 16 8-8d 8-8d 3983 915 950 650 5, 44 s— DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ'x12 TWO ° / (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o %// • • ° ° P0. Boz 1675 phone: (631 � 433 - 9084 2 REF. INTO ° • ° D Southold, New York 11971 E-Mail: ssbnb54@o tonline.net MODEL GA EFTA N0. MAX. CLEAR 2" 2„ 3• 3.. PLATES ° 0, S Id WIDTH SPAN L QTY DIA ULT. 142" 2J" 3" 3J" LFTA 1) ssbn654@optonline.net •° 8d NAILS S P 4 Kehl Design Associates, LLC_ o formerly D A K Associates, LLC INTO LFTA 16 2 " 17" 3g " 16-1 Od — 4200 1205 1400 5, 44, 85 STUD I OWNERSHIP & USE OF DUCUMENIS: D DOUG—FIR LARCH / S0. ' FASTENEf2S2 ALLOWABLE UPLIFT LOADSS°° These drawings and specifications including the ALLOW MODEL L AVG 10d 1O x 1J" CODE LFTA ° L S TA 21 ideas, design and arrangements represented N0. ULT. REF, ° therein, are the property of KEHL DESIGN iod loci x 1}" (133 / 160) (133) (160)°° ASSOCIATES, LLC. No part thereof shall be ° oc Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 HGA10 any work or project other which °° ° "htorDETAIL K11 theyhave been prepared without written consent, MTS20 20 14-10d 14-10d x 1�" 3116 100D 840 1000 3, 41, 128 ARTJ'x12o 0 LST20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 CN W- ° COUPLER NUT DETAIL "E11 ° STU 5"- 20 DOUG-FIR-LARCH Equal number of °° �SIMPSON CODE TYPE OF DIRECTION SO. PINE ALLOWABLE LOADS REF. specified nails in ° TAKE—UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/each end Simpson Strong—Tie Tie NO. TION (100) (125) 160 I •: p g — G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" 6 H 515 645 670 ALLOWABLE TENSION LOADS'-"' (DF/SP) (133) HOLDOWN ARTS5'x12 MATERIAL DIMENSIONS FASTENERS HOEDOWN 8 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2.3 AT HIGHEST REF. MODEL INE AVG AT HIGHEST NO. ANCHOR BOLTMACHS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o0 BASE BODY HB'TSBWHB SO CL DIAS, ° DESIGN LOAD DESIGN o GA GA QTY DIA 2" 22" 3" 3j" 54" LOAD HE SILL RAISED TOFF o 0 0 HD2A 16 12 4a" 21" 2J" 8" 2A" it's' Aw 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 00 � MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG DF / SP CODE N0. W L STUD PLATE ULT. (133)2 (16 0)' REF. SP4 3�" 7}" -10d x t>I" — 2917 7/35 885 7, 40, 127 0 0 MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. CA W L NAILS FLOOR (133) (160) REF. WORK f\JOTES: (1010) 0 LSTA21 20 11" 21 16- 90j5 1205 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o N0. GA �y L NAILS FLOOR (133) (160) REF. Simpson ror1�_Tie STU 5,, 1010 MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LU S46 TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SIMPSON N OT I. O R MODEL L SPACING REF. HD2A TAKE-UP WASHER N0. (LENGTH ESD GA. CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. i OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION 28-8d 1235 1650 2�" ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 Csts tso' 14" 16 CLEAR SPAN +31" 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON, DOUG-FIR AR H IN w A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAHEADERS JOISTS AVG UPLIFT FLOOR too SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" W H B /� 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. ��T�� CNW— CERTIFIED BY A LUS46 18 3°{g 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL 1 COUPLER NUT A HUS210-2 14 3J" 9A" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ-x12 PROFESSIONAL DOUG-FIR A H PIN A WA A ST I 8"— FASTENERS UPLIFT LATERAL CODE SIMVPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F 160 TAKE—UP WASHER N0. GA HGA10KT 14 4-SDS21[,'x14" 4--SDSJ"x3" 1523 435 1 435 1165 940 SP4 USE A MINIMUM OF TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR o /' �1SE A MINIMUM of Sd NAILS MTS16 TWO Bd NAILS THIS STU - LSTA21 SIMPSON 8" ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR �. @ HD2A TAKE-UP WASHER o Strong—Tie 8d NAILS LSTA21 PROJECT: INTO TRUSS. HUS 21 0 — 2 - ® s TWO ° o Fl JONES G1 8 AILS a TO PZA LATES EIGHT TWO ° 8d NAILS 8d NAILS o RIC /� INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °mo ® RES' ®E- H7 EIGHT 8d NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" INTO H� pson Strong-Tie ° 1500 B E E B E DRIVE, EFTA ROD SYSTESimpson Strong-Tie M ng- Tie DETAIL "L" CUITCHOGUE, NEW YORK LFTA LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NO SUBSTITUTIONS Ridge StrappingAll framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. SCTM 1000-103-3-4 BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LSTA-20 No substitutions are approved or authorized. "DRAWING TITLE: V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. Due to the relationships of framing hardware to the other components of the structure, any framing V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer contractor SIMPSON WINDLOAD 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS I / STRONG - TIE DETAILS NOTE: &ROOF DRAINAGE ROOF AREA = 2401 sq/ft ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE LTP4 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS CALCULATIONS AND LTP4 V = A x R x c ALL PLUMBING TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES PLUMBING RISER DIAGRAM LTP4 A = 2401 sq/ft NO SES: ��yy R = 2" RAINFALL = .17 ft 3" THROUGH ROOT- 3" THROUGH ROOFS" THROUGH ROOF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, "lam" 2nd FLOOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE C = COEFF. = 1.0 3" 3 2' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie V= 2401 x 1 x .166667 = 400 0. 3 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections 3 3 DES GN PROFFESSIONAL ASSUMES NO LABILITY FOR OMMISIONS DUE TO UPJKNOWN OR MASTER 2 2" 2.. z" UNFORESEEPITIELD-CONDITONS AND OR ADDITIONS BASED UPON COMMENTS NOT 400 / 42.25 VERTICAL FT. / FT = 9.47 V.F. Ridge Strapping3 BATHROOM FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. USE (4) 8' DIA. POOL 3'-6" DEEP = 14 V.F. Detail BATHROOM BATHROOM SEAL: DATE: 2.. 3 � OCT (� '} October 11, 2016 3' L 3 PROJECT NO: LTP4 DETAIL "B' POOLS TO BE PLACED ON OPPOSITE SIDE OF LTP4 HOUSE AND/OR LEADERS TO BE PIPED TO 2 FLOOF2 ��oF NEW y' Simpson Strong-Tie 2' �P 100-201 .. 2 3, 2.. 2 2.. 2.. 2.. 2.. .i '�'��, i3� � DRAWN BY: Floor-to-Floor Connections ( / THAT 3" 3 3 3 2„ 3 2 3 3 - Fe"p�j BDK POOLS 1 2 OF THE ROOF TO DRAIN TO EACH ¢} POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC NOTE. HOMEOWNERS REQUIRING T -+ 3' 2" 2'• KITCHEN UIUNDRY 3,•2.• * ,� HECKED BY: SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), 8' DIA• X 4' DEEP POOLS 2'�1ASTER BATHROOI�t3 ' 2' z' 2 2" 3 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL (3) GUEST BATHROOM CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ow m HLET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE BE INSTALLED. ( 1 POOL AT EACH OF 2 2.• 2•• �� 081868 ��� 1 st FLOOR (7� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2' 2 ' z z' z" THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS IC BE TRAFFIC BEARING IF LOCATED IN AREA THE REAR CORNERS OF THE HOUSE 2 z 3" 3" �vAESSioNP GZ WHERE TRAFFIC IS TO BE PRESENT. 2 " 3 1. AF&PA WOOD FIRAMED CONSTRUCTION MANUAL (WFCM) AND 1 POOL AT THE FRONT 3 4" F. VENT 6" ° DOB NUMBER: OF IF MULTIPLE POOL SYSTEMS ARE USED ABO\/E GRADE 1 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — EASTERN CORNER OF THE HOUSE). C. C. C. C.O, r i C.O� C.O.C.O, C.O C.O, 4'C .O. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE THEN 4.. 4 ' 4 4.. si3ofl�i " E R A G /s STE4ClI SEwE,M .` © DE.SIGN •ASSOCIATES tic THEY ARE TO BE CROSS-CONNECTED HOUSE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) TRAP i...• /./i ;,// .,����,.,�,..,�,5--gym,"...-..��._ - ...� ./. 6 4 � KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting P0.Box 1675 phone: (631)433-9084 Deck Southold,New York 11971 E-Mail: ssbn654@optonrine.net Kehl Design Associates,LLC o forrnerty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection wlith any work or project other than for which they have been prepared without written consent. i REV: Dining Kitchen Master Room Bathroom Bedroom ! f _ E� CL WORK; NOTES: Room Living Garage W1 / CL Office / Library NOT FOR CONSTRUCTION USE UNLESS CL Foyer CERTIFIED BY A PROFESSIONAL ENGINEER EXISTING FIRST FLOOR PLAN- SCALE: 1/4"= 1'-0" Bathroom PROJECT: JONES & GAZZA' ESIECE Master 1500 EEESE DRIVE, Bedroom Master Bedroom CUTCHOGUE, NEW YORK CL CL SCTM # 1000-103-3-4 DRAWING TITLE: AS NOTED { 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CiONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMlAINTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: - October 11, 2016 PROJECT NO: OF NFW YD 1007-2017 �p 5 � O. E3g4 DRAWN BY: DK �c HECKED BY: (D COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE C)2 ? HEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `�F Og 4- �O EXISTING SECOND FLOOR PLAN WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY �AROFESS►oNP�� KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM M THESE Al 01 SCALE: 1/4"=1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. /r DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building '/3Q�!¢ Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DESIGN-ASSOCIATES,uc agencies prior to construction. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE, ALL HEADERS ARE TO BE (2)1334°X 9�' LVL UNLESS OTHERWISE NO]FD NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF Nf:W ADDITION LIPIE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIFE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT Hurricane Tye 4"x6" Trex or Equal De 2x8 Floor Joists -1 1x8 Azek Box Wrap (3)2x10 Girc Hurricane T� 6x6 Post Anchor - 6x6 ACO Post on - 12" Sona Tube on 2'-0"x 2'-0"x 1'-0" Conc, Ftg. Min. S-0" Below Final Grade. (See Detail) (2) #4 Vertical Rebar Stirrups (3) 15 Rebar Equally Spaced E.W. Detail D1 A1 01 Deck Hurricane Tydown 4"x6" Trex or Equal Decking — \ 2x8 Floor Joists-16"oc.—�� Hurricane Tydown 6x6 ACQ Post on 12" Sona Tube on 2'-0"x 2'-O"x 1'-0" Grode- Conc. Ftg. Min. 3'-0" Below Final Grade. (See Detail) (2) #4 Vertical Rebar Stirrups - (3) #5 Rebar Equally Spaced E.W. Damp Proofing Ex. House 2x8 Floor Joists-16"oc. J'x18" Anchor Bolts w/ 30 washers and" nuts, 32"oc. Max. D2 A1 01 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS Of' NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. EAERRE TOLUNLESS VOTED NOTE: VERIFY ALL DIMENSIONS NSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS FER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT .2 PROVIDE 32"W x 24"H ACCESS TO CRAWL SPACE 1 -r-8" PROVIDE "W x 24"H CESS TO NWL SPACE New Self -Supporting Deck Independant of the House 28' (3)2x10 ACO Girder = I _ (3)2x10 ACO Girder I = (3 2x10 �Q Gic er ��12" 6x6 ACQ Post on 6x6 ACO Post on 6x6 ACQ Post on Sona Tube on �` - 12" Sona Tube on - 12" Sono Tube on - - 2'-0"x 2'-0"x V-0" 2'-0"x 2'-0"x l'-0" o 2'-0°x 2'-0"x 1'-0" \Conc. Ftg. Min. 3'-0" �' \Conc. Ftg. Min. 3'-0" ��o \Conc. Ftg. Min. 3'-0" Below Final Grade. below Final Grade. .%moo ' below Final Grade. %�° ySee Detail) �. `(See Detail) �.a¢ (See Detail) �. \� oS / .`oma Provide Solid Blocking_v. - Provide Solid Blocking - - yx Provide Solid Blocking _ _ _ o Q Provide Solid Blocking \off°°j " o j� !q1 - 8 ----8'-8� �c' (3 2x10 ACO Girder _ '� - (3 2x10 ACQ Girder _ _ 3 2x10 ACQ Girder` I � --- --- 3,_74,_ - - - I - - - N----5'-04., 7'_2' 4'-11�„ 3,-64„�5'-104 Ex. (3)2x8 Girder Ex. (3)2x8 Girder Sistered with (1 1 z 9i” Ex. (3)228 Girder _ j- - -Ex.-(3)2x8 it r - stered with (1)ta"z 9 E LVL on Each Side. Thru Sistered with (1)14"x 92" istered with (1)1 9}" I on Each Side. Thru Bolted 2'-0"oc. w/�" bolt, LVL on Each Side. Thru VL on Each Sid . ed 2'-0"oc. w/2" bol N SINK SINK l�- �Flted 2'-0"oc. w/J" bolts. \ \ ted 2'-O"oc. w/ bolt = 3 ri it ABOVE WCSHOWERBO ABOVE o\ EEE o m" o o cap \ a m m 5,-73„ c0 H \ N m •9 j - 4 N = W 1— � O ` y y I J O M Iy m K d Ex. oN _ s� — W N N v tin N Basement 3 N v -a I $ o, x I N x o ,yN T 00 WASHER 3 N ABOVE I Possible Stair Platform Ex. Access. 1007-2017 - F �NNew --�---- �N ------`�--- New ---1 Existing `� %- _ Crawl x Crawl x I Crawl Crawl Space ® Space 00 x W� x Space N �O I 2" PC. Slab 2" PC. Slab O .2 PROVIDE 32"W x 24"H ACCESS TO CRAWL SPACE 1 -r-8" PROVIDE "W x 24"H CESS TO NWL SPACE New Self -Supporting Deck Independant of the House 28' (3)2x10 ACO Girder = I _ (3)2x10 ACO Girder I = (3 2x10 �Q Gic er ��12" 6x6 ACQ Post on 6x6 ACO Post on 6x6 ACQ Post on Sona Tube on �` - 12" Sona Tube on - 12" Sono Tube on - - 2'-0"x 2'-0"x V-0" 2'-0"x 2'-0"x l'-0" o 2'-0°x 2'-0"x 1'-0" \Conc. Ftg. Min. 3'-0" �' \Conc. Ftg. Min. 3'-0" ��o \Conc. Ftg. Min. 3'-0" Below Final Grade. below Final Grade. .%moo ' below Final Grade. %�° ySee Detail) �. `(See Detail) �.a¢ (See Detail) �. \� oS / .`oma Provide Solid Blocking_v. - Provide Solid Blocking - - yx Provide Solid Blocking _ _ _ o Q Provide Solid Blocking \off°°j " o j� !q1 - 8 ----8'-8� �c' (3 2x10 ACO Girder _ '� - (3 2x10 ACQ Girder _ _ 3 2x10 ACQ Girder` I � --- --- 3,_74,_ - - - I - - - N----5'-04., 7'_2' 4'-11�„ 3,-64„�5'-104 Ex. (3)2x8 Girder Ex. (3)2x8 Girder Sistered with (1 1 z 9i” Ex. (3)228 Girder _ j- - -Ex.-(3)2x8 it r - stered with (1)ta"z 9 E LVL on Each Side. Thru Sistered with (1)14"x 92" istered with (1)1 9}" I on Each Side. Thru Bolted 2'-0"oc. w/�" bolt, LVL on Each Side. Thru VL on Each Sid . ed 2'-0"oc. w/2" bol N SINK SINK l�- �Flted 2'-0"oc. w/J" bolts. \ \ ted 2'-O"oc. w/ bolt = 3 ri it ABOVE WCSHOWERBO ABOVE o\ EEE o m" o o cap \ a m m 5,-73„ c0 H \ N m •9 j - 4 N = W 1— � O ` y y I J O M Iy m K d Ex. oN _ s� — W N N v tin N Basement 3 N v -a I $ o, x I N x o ,yN T 00 N 3 X � W � N SD -14' —1 12 "�2"—I104'� Ex. (3)2x8 Girder Ex. (3)2x8 Girder &- Sistered with (1)14"x 9 Sistered with (1)14"x 9J" LVL on Each Side, Thru LVL on Each Side. Thru olted 2'-0"oc. w/�" bolts. Bolted 2'-0"oc. w/�' bolts. SINK WASHER 3 N ABOVE ABOVE Possible Stair Platform Ex. Access. 1007-2017 1 Ex. Access. 0 ABOVE o `� N Existing `� Existing HEFT NUMBER: �co Crawl Crawl � 00 x W� x Space N �O Space CQ W a O N 3 X � W � N SD -14' —1 12 "�2"—I104'� Ex. (3)2x8 Girder Ex. (3)2x8 Girder &- Sistered with (1)14"x 9 Sistered with (1)14"x 9J" LVL on Each Side, Thru LVL on Each Side. Thru olted 2'-0"oc. w/�" bolts. Bolted 2'-0"oc. w/�' bolts. SINK o�o N SJ CO 3 J LJ NI ( 3'-64,. w� I T L — I 8' -84„ 0 -9" I � _I QQI L ----------J FOUNDATION PLAN SCALE: 1/4" =1'-0" WASHER 15'-94„ ABOVE ABOVE SHOWER o OF NEW y0 1007-2017 DRAWN BY: 0 ABOVE o `� BDK HECKED BY: `� HEFT NUMBER: 1:aly r0.3 Z� SpA 08186a � � N DOB NUMBER: N �O O x. O O N Basement 08 N � N N N o�o N SJ CO 3 J LJ NI ( 3'-64,. w� I T L — I 8' -84„ 0 -9" I � _I QQI L ----------J FOUNDATION PLAN SCALE: 1/4" =1'-0" I I f SEE BLUESTONE —J --DETAIL A101 Ex. Garage PROVIDE DROPPED FOUNDATION FOR - - 12' x 8' GARAGE DOOR - - 12'-6" L 7' -101" -7'- 1 02"l 15'-1 1 " 15'-9" 4" PC. Slab 11" Blue Stone (DUnexcavated 6x6 10/10 WWM Compacted Fill �8" —3'-8" r> _F Unexcovoted Compacted Fill Blue Stone Slab Details A101 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFOPM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE, NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)1 ,"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Vii/ �, /. �.r.,, i,:��, -"�•�•�" ;-, RIN�✓ ����T-IIS � I� I � _{ �1 �•,;' KEHL DESIGN ASSOCIATES, �c residential & commercial design . consulting PO. BOX 1675 phone: (631) 433 - 9084 Southod, New York 11971 E -Mail: ssbn654@opfonline.nef Kehl Design Associates, LLC "formerly D A K Associates, LLC UWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV LVOT EOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER RESIDECE 1500 BEEBE DRIVE, CIUTCI-IOGUE, NEw YORK SCTI'VA # 1000-103-3-4 AS NOTED OCT 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: WASHER ABOVE o SINK ABOVE ABOVE PROJECT N0: I I f SEE BLUESTONE —J --DETAIL A101 Ex. Garage PROVIDE DROPPED FOUNDATION FOR - - 12' x 8' GARAGE DOOR - - 12'-6" L 7' -101" -7'- 1 02"l 15'-1 1 " 15'-9" 4" PC. Slab 11" Blue Stone (DUnexcavated 6x6 10/10 WWM Compacted Fill �8" —3'-8" r> _F Unexcovoted Compacted Fill Blue Stone Slab Details A101 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFOPM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE, NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)1 ,"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Vii/ �, /. �.r.,, i,:��, -"�•�•�" ;-, RIN�✓ ����T-IIS � I� I � _{ �1 �•,;' KEHL DESIGN ASSOCIATES, �c residential & commercial design . consulting PO. BOX 1675 phone: (631) 433 - 9084 Southod, New York 11971 E -Mail: ssbn654@opfonline.nef Kehl Design Associates, LLC "formerly D A K Associates, LLC UWNLRSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV LVOT EOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER RESIDECE 1500 BEEBE DRIVE, CIUTCI-IOGUE, NEw YORK SCTI'VA # 1000-103-3-4 AS NOTED OCT 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 11, 2016 PROJECT N0: OF NEW y0 1007-2017 DRAWN BY: G " _7A BDK HECKED BY: *" HEFT NUMBER: 1:aly r0.3 Z� SpA 08186a �OFESSI ONP� A 1 0 L DOB NUMBER: OF S�3 o%t 9 © KEHL-DESIGN -ASSOCIATES, uc a F m I Ln N I M 32" 0' 10' 4'– 114 -lo" 3�' TW3046 S TW3046 SM. TW3046 SM. TW3046 SM. TW3046 ------------------- 19'-5co v — — — — —SEE BEAEd_'9° ON PAGE -MJ — — — — — — — — r � FWG80611 51 ,� iv r'yv I O O�) 11'-7 — Master Bathroom 7Y 2g6g 31 9 .–s4 —24'-14" 2'-54"— New Self -Supporting Deck Independant of the House 27'-8�" 74.. CX135R* M CX135R� M CX135L• DW ° 3., Living Dining Kitchen NOT FOR Room IN Room N USE UNLESS NOTES: O I O SERVICE AND ARE THE PROPERTY OF THE PROFESSIONAL Ln ENG :'INFER Q FFIXED HERETO INFRINGEMENTS WILL BE PROVIDE HURRICANE STRAPPING IN © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 21 ' -10" 5' - 44 16' FIEILD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2 .I PROJ ECT: F2 1 3/4"x 9 1 2" LVL — (3)1 3/4% 9 1/2" LVL w/(2)1/2" Stl. FI. Pl. Flush Beam — ALL HEADERS ARE TO BE w/(1)1 DX Filler Oven SEAL: 2'" 32" `� ,� 2'— -1 INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. M 3068 Poc. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building CUT 1007-2017 CL 3 KN Ln ICL ��� " N 2868 "� 068 Z 3'- 1 1 ;j �` . I BDK HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL 3'-6" 5'-44" i� * Powder I = CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Room sHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE aLa ndry Room LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. Master Foyer " THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL Bedroom � I r� 3 2 3z„ ® ° 5„ 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) F - -Ta— b. 3254 AW251 t) AW251 3. 64,. I SD �n 27'-94" 18'-1" SD II AW251 SM. AW251 SM. AW251 1068 3068 1068 78„ 7,-94 78" Covered "Do KXO Entrance .iwm v�ro r` r\ 7j" - —7'-g4„ 75„ -t4„ L 15'-2" L 4'-6„ 27-9411" I (2)1 3/4"x 9 1/2" LVL Girder 9' -54" - 31 FireRal id A sem ly Clos ng H nr 3�" 5'-41'— —13 –42 5'-1' Ex. Garage 12' x 8' Goroge Door 7'-10" 16' 15'-8 FIRST FLOOR PLAN SCALE: 1 /4' = V-0' NEW WALLS 7'-10 _I N N PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HEADERS ARE TO BE (2)134"X 9Y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT - — KEHL DESIGN ASSOCIATES restdenHd & com cial design . consuMing P0. Boz 1615 phone: (631) 433 - 9084 SoUfhold, New York 11911 E4Aoil: ssbri"optonfne.nel KeN n Associotes, LLC D A K Associates, LLC OWNERSHIP & USE DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. Nd part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: ,. i WORK NOTES: LO I 00 N NOT FOR CONSTRUCTION N USE UNLESS NOTES: CERTIFIED BY A SERVICE AND ARE THE PROPERTY OF THE PROFESSIONAL ENG :'INFER Q FFIXED HERETO INFRINGEMENTS WILL BE PROVIDE HURRICANE STRAPPING IN © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 'r ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE = UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. FIEILD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF .I PROJ ECT: FORMALLY ACKNOWLEDGED AS REVISION'; TO THESE PLANS. ALL HEADERS ARE TO BE (2)1OTH 9Y" LVL UNLESS OTHERWISE NOTED JONES GA77A SEAL: DATE: .I RESIDENCE NOTE: VERIFY ALL DIMENSIONS October 11, 2016 INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. 1500 B E E B E DRIVE, of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building CUT CHOGUE, NEW YORK SCTM # 1000-103-3-4 DRAWING TITLE: AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF ,!THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS' FFIXED HERETO INFRINGEMENTS WILL BE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIEILD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PRDFFESSIDNAL ASSUMES NO INABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNIFORESEEN FIELD CONDITIONS AND 00 ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION'; TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: Acceptance of these drawings does not authorize the right to build without the authorization OF NEIN �° ',I P�� O.qR '�� October 11, 2016 PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1007-2017 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such tl RAWN BY: agencies prior to construction, ;j �` . I BDK HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL `rFp 0818 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Ak�FESS,oNI sHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH / Al �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. r� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 00A DOB NUMBER: OF 2.AISI STANDARD FOR COLD -FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE -AND TWO FAMILY DWELLINGS (AISIS-230) C UK—DESIGN—ASSOCIATES, ud 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) New Self -Supporting Deck Independant of the House FIRST FLOOR REFLECTIVE CEILING PLAN SCALE: 1/4" = V-0" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)1334"X 9r LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ALL HEADERS ARE TO BE (2)134"X 9y" LVL UNLESS OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) %':' �' "i/%• i'�;i 1,/, .� r''T^"i/i/..r, ,%., _. .. _. :' Eeie i lfiI�liiil I iCU� KER DESIGN ASSOCIATES c residential & commerclal design . consulting P0. Boz 1675 phone: (631) 433 - 9084 Southold, New York 11971 E -Mail: ssbn654Qoptonline.net KeNI Design Associates, LLC ® formedy D A K Associates, LLC J, - .. /ii /i i/ii i/ / )WNERSHIN & USE OF DOCUMENIS: These drawings and specifications including the ideas, design and arrangements represented 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 they have been prepared without written consent. REV: m' r NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER 1500 BEEEE DRIVE, CUTCHOGUE, NEW YORK SCTM # 1000-103-3-4 ING TITLE: AS NOTED OCT 4 2 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, L: DATE: October 11, 2016 PROJECT NO: PSE OF NEvvY1007-2017 DRAWN B 0 Y: g �R� O. $qR� �► B D K t 9-A NECKED BY: = S LET NUMBER: Al 04 Sl3o (!g ©1GJf -DESIGN -ASSOCIATES, uc Ln M Ono N I Ooo N I —41„ 3'-8J" 4' —14" 3'-8 —4�„ —4" 13'-1 14" 27'-94° "' — 61 „�4, — 61, —14„ —61 -14„ _14„ 5,-31', NEW SECOND FLOOR PLAN SCALE: 1/4" =1'-0" EXISTING WALLS 5'-41" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITHI THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. , j 9'•'�u,%/," % MM LL]1_� ,! i�Li ��- �� �f'�lis��I KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting PO. BOX 1675 phone: X631 433 - 9084 Southold, New York 11971 E -Mail: ssbn654@optonline,net Kehl Design Associates, LLC o formerly D A K Associates, LLC VVNEKSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented 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 they have been prepared without written consent. REV: U t , NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A, PROFESSIONIAL ENGINEER 1 500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTIA # 1000-103-3-4 AWVING TITLE: AS NOTED OCT 4 NOTIES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD) CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESICGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: October 11, 2016 OF NEW),, PROJECT NO: S P� 1007-2017 C.) ��( O. 13 �''!- DRAWN BY: c � � A �1 � ,9� BDK ECKED BY: HEET NUMBER: 2�F 081868 FESS,oNAl 0 5 Acceptance of these drawings does not authorize the right to build without the authorization �l�pl� of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building of Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHL-DESIGN -ASSOCIATES, ❑c agencies prior to construction. a NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A, PROFESSIONIAL ENGINEER 1 500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTIA # 1000-103-3-4 AWVING TITLE: AS NOTED OCT 4 NOTIES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD) CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESICGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMIALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: October 11, 2016 OF NEW),, PROJECT NO: S P� 1007-2017 C.) ��( O. 13 �''!- DRAWN BY: c � � A �1 � ,9� BDK ECKED BY: HEET NUMBER: 2�F 081868 FESS,oNAl 0 5 Acceptance of these drawings does not authorize the right to build without the authorization �l�pl� of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building of Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHL-DESIGN -ASSOCIATES, ❑c agencies prior to construction. a KEHL DESIGN ASSOCIATES �c resdenBal & commercial design . consvlting PO,.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654Qoptonine.net a Kehl Design Associates,LLC®forrnerty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented 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 they have been prepared without written consent. RE'V: `t ,C Tub Guest L ® 0 Bathroomll Bedroom L Master N CV . 01 Bedroom WORK NOTES: SD SD N CA _N O O l� L� SD I N C a 2)1 �0 2" LVLT Flush Beam w ,� NOT I-O R 32x32" CONSTRUCTION Attic Access © O USE UNLESS SD I CERTIFIED BY A 19 19 WI CL Master PROFESSIONAL Bathroom ENGINEER n N I O O Q_ Bedroom 0 y Void or CL N I Possible Bench Closet coI L — - - I I LUI I PRO)J ECT: JONES RESIDENCE 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTM ## 1000-103-3-4 DRAWING TITLE: SECOND FLOOR REFLECTIVE CEILING PLAN AS NOTED r 7 SCALE: 1/4"=1'-0" 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: C) NEvV October 11, 2016 p PROJECT NO: G <¢A $�'4� �� 1007-2017 BY: BDK e NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE sF 08186a ��' SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. � p AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT PESSIONP�� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 11 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Al 06 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization � 3���4 PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C KEHL-DESIGN-ASSOCIATES,ur 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. �aJ���� KEHL DESIGN ASSOCIATES �c residential 8, commercial design . consulting P0.BOX 1675 phone: 16311 433-9084 Southold,New York 11971 E-Mal: ssbn654@optonline.nel Kehl Design Associates,LLC O formerly D A K Associates,LLC OWNERSHIP & USE 01- DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented 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 they have been prepared without written consent. REV: Fes___ u c FRONT (EASTERN) ELEVATION SCALE: 1/4"= V-0" OPT) REAR (WESTERN) ELEVATION SCALE: 1/4" = V-0" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Pl KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting P0. Boz 1675 phone: (631) 433 - 9084 Southold, New York 11971 E -Mail: ssbn654@optonGne,net Design Associates, LLC ® formerly D A K Associates, & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented 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 they have been prepared without written consent. R EV: NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A, PROFESSIONAL ENGINEER 1500 BEEBE DRIVE, CUITCHOGUE, NE S YORK a SCTM # 1000-103-3-4 ELEVATION AS NOTED OCT 4 2011 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PIROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLW ACKNOWLEDGED AS REVISION TO THESE PLANS. .AL: DAT E: October 11, 2016 PROJECT NO: NEW y�� 1007-2017 C-1 / , t O. $�� 'r DRAWN BY: BDK * Y;� * NECKED BY: SHEET NUMBER: p 4) PESSIO A201 DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p KEHL,,-DESIGN •ASSOCIATFS, ucuc agencies prior to construction. RIGHT (NORTHERN) ELEVATION SCALE: 1/4" = V-0" LEFT (SOUTHERN) ELEVATION SCALE: 1/4" = V-0" DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © COPYRIGH1 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ��II Ill- KEHL DESIGN ASSOCIATES �c residential & commercial design . conselting P0. Box 1675 phone: (631) 433-9084 Southold, New York 11971 E -Mail: ssbn654@optonfine,net Kehl Design Associates, LLC a forrnerty D A K Associates. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ,ASSOCIATES, LLC. No part thereof shall be copiied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: t �a NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER y 7 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORE: SCTM # 1000-103-3-4 ELEVATION AS NOTED OCT i THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECIUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. AL: DAT L: October 11, 2016 NEIN PROJECT NO: �POF 0 c� � 0. Qq�� �'� 1007-2017 DRAWN BY: � Off$ BDK �r na►-° to SHEET NUMBER: ��II Ill- KEHL DESIGN ASSOCIATES �c residential & commercial design . conselting P0. Box 1675 phone: (631) 433-9084 Southold, New York 11971 E -Mail: ssbn654@optonfine,net Kehl Design Associates, LLC a forrnerty D A K Associates. These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ,ASSOCIATES, LLC. No part thereof shall be copiied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: t �a NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER y 7 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORE: SCTM # 1000-103-3-4 ELEVATION AS NOTED OCT i THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECIUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. AL: DAT L: October 11, 2016 NEIN PROJECT NO: �POF 0 c� � 0. Qq�� �'� 1007-2017 DRAWN BY: � Off$ BDK NECKED BY: na►-° to SHEET NUMBER: �r �8186a �O\ °ASS1oN A202 i� DOB NUMBER: I OF Acceptance of these drawings does not authorize the right to build without the authorization / of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DESIGN -ASSOCIATES agencies prior to construction. New Ridge Vent New 134"x.921" LVL Ridge Simpson Hurricane Stropping New 2x8 Rafters New 8" CDX Roof Sheathing New Ice and Water Shield New GAF Architectuol Roof Shingles New 1x8 .Azek Fascia's- New 12" Beaded Azek Vented Soffits - (2)2'.x6 Top Plate - 2x6 Studs - 16"oc. - " CDX Exterior Sheathing - New Grace House Wrap or Equol New Hardi-Plonk Siding - New 2x8 Rafters — New 8° CDX Rcof Sheathing— New Ice and Water Shield— New GAF Architectuol Roof Shingles New 1x8 Azek Foscia's- New 12" Beaded Azek Vented Soffits (2)2x6 Top Plate - 2x6 Studs - 16"oc. . " CDX Exterior Sheathing New Grace House Wrap or Equal New Hardi-Plank Siding Grade 2x6 Shoe 2x8 Box Beam 2x6 ACQ Sill Ex. Anchor Bolt 2" PC. Slab — 8" CMU. Foundation Damp Proofing 2x Keywat Ex. 16"x8" Conc, Ftg. Min. 3'-0" Below Final Grade R-49 Insulation HIM 111111 R-21 Insulation) l l New Crawl Space Simpson Hurricane Strapping �1 New 2x6 Rafters New 8" CDX Roof Sheathing New Ice and Water Shield New GAF Architectual Roof Shingles 2x4 Supports 016" oc r1� k 2x10 / 2x4 Strongback 7_1 - CDX Sheathing 2x8 - 16"oc. �XB• - 16"oc. 2x8 - 16"oc. R-49 Insulation R-30 Insulation R-49 Insulation R-19 Insulation R-21 Insulation Bedroom 4" CDX Subfloor R-30 Insula -See Beam A301 Living Room Match Existing Subfloor R-25 Insul Ex. Basement Ex. 4"PC. Slob R-30 Insulali Master Bathroom R-211nsulation Bedroom 4" CDX Subfloor TJ1230 x 94" Floor Joists @ 12"-oc. t\(1 R-30 Insulation Closed Cell Spray Foam (3.5"= R-21) Master Bedroom l --Match Existing Subfloor Ex. (3)2x8 Girder R-25 Insulation, Sistered with (1)18"x 9r LVL on Each Side. Thru Bolted 2'-0"oc. w/� bolts. Ex. Basement i� — Ex. 3�" Sfl, Col. Ex. 4"PC. Slab Ex. 2'x2'xl Conc, Ftg CROSS SECTION ! A �30 NOTE: GIRDER TO BE GLUED AND SCREWED AS PER MANUFACTURES SPECIFICATIONS BEAM Lc. SCALE: 1/4" = 1'-0" { r) R-25 Insulotion--1 Ex.Crawl Space Grade New Ridge Vent New 14"x91' LVL Ridge Simpson Hurricane Strapping New 2x8 Rafters New 8" CDX Roof Sheathing New Ice and Water Shield New OAF Architectuol Roof Shingles New 1x8 Azek Fascia' New 12" Beaded Azek Vented Soffit: (2)2x6 Top Ploti 2x6 Studs - 16"oc CDX Exterior Sheothinr Ne;w Grace House Wrap or Equc New Hardi-Plank Sidin 14"x 9l'LVL Box Beam (2)2x4 Top Plate 20 Studs - 16"oc. . CDX Exterior Sheathing Nev Grace House Wrap or Equal New Hardi-Plank Siding Azek Roiling or Equal 2x10 ACQ Blocking 2x10 ACO Box Beam Trex Skirt Board (2)2x1D ACQ Girder ACQ 6x6 Post Simpson 6x6 Post Anchor Grade 8"x18" Anchor Bolt #5 Rebar 12" Cone, Filled Sana Tube 12" Thick Footing (4) #4 Rebar Equally Spaced E.W 4"x 6" Trex Decking or Equal 2x10 ACQ Blockina 11(2)2x10 ACQ Girder ACQ 66 Post —� Simpson 6x6 Post Anchor g' xl8" Anchor Bolt #5 Rebar 12" Conc. Filled Sona Tube 12" Thick Footing (4) #4 Rebar Equally Spaced E.W. - 2x4 Supports @16" oc.- -2x10 / 20 Strongback —21" CDX Sheathing 2x8 - 16 oc. OQU 2x8 - 16"oc. U R-49 Insulation R-49 Insulation R-49 Insulation Bathroom Hall Walk-in Closet �! — R-21 Insulation I 4" CDX Subfloor 4" CDX Subfloor TJ1230 x 9 Floor Joists @ 12 oc, TJI230 x 9 Floor Joists— @ 12 oc. — T — — — — R-30 Insulation R-30 Insulation Dining Room �! Closed Cell Spray Foam (3.5"= R-21) j Match Existing Subfloor R-25 Insulation I Ex. Basement Ex. 4"PC. Slab wi Ex. Basei Ex. 312" SU. Col, Ex. 4"PC. Slob — Ex. 2'x2'xl Conc. Ftg Pitched Header CROSS SECTION % B SCALE: ,w_,a 30 DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, -THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD -FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE -AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) R-21 Insulation R-30 Insulation Foyer R-25 Insulation Ex.Crawl Space / r• r %:�- „i " - fix, W; ....,I,• , ..-.-,iy-��=P�4?f-,` 'i' ------:�•v` jr' >sMe 7711 %x,11__— KEHL DESIGN ASSOCIATES roc r residential & commercial design " consulting P0. Boz 1675 phone: (631) 433-9084 Southold, New York 11971 E -Molt ssbn654@optonline"net Kehl Design Associates, LLC " formerty D A K Associates, LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be colpied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV 1. NOTES: t` DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL R:K s a ESIEIMCE 1500 BEEBE DRIVE, CUTCHOGUE, NEW YORK SCTM # 1000-103-3-4 RAWING 1ITLE: AS NOTED OCT 4 agencies prior to construction. 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE ' DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: October 11, 2016 0: NEW �b PROJECT NO: 0. C3'q 1007-2017 DRAWN BY: 9 ABDK CHECKED BY: C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �sFQ SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 00 $ AROFE:SS10aP� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A301 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. OF r/ DOB NUMBER: Acceptance of these drawings does not authorize the right to build without the authorization / 4 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building �! Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEHL-DESIGN -ASSOCIATES, mc agencies prior to construction. W;��%��,%ii' • �/ %�.,��%`">% �" ' �;, Vii/;:i�,,;,�:;,,��;nj, jJ tvu l _ n HJJ — : •-q. I '�i IQ- - KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting PO.Boz 1675 phone: (631)433-9084 Southoldl,New York 11971 E-Mail: ssbn654@optonline,net _re l Design Associates,LLC®formerty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 2x10 Rafters 16"oc. These drawings and specifications including the New Ridge Vent Simpson Hurricane Stropping ideas, design and arrangements represented New 14"x921" LVL Ridge New Ridge Vent therein, are the property of KEHL DESIGN Simpson Hurricane Strapping —New 14"x92' LVL Ridge ASSOCIATES, LLC. No part thereof shall be 2x10 Rafters 16"oc. copied, disclosed to others or used in connection New 2X8 Rafters - 16 oc. 5„ with any work or project other than for which s' •u ports C�16" oc� $ CDX Roof Sheathing New g CDX Roof Sheathings PP they have been prepared without written consent. New Ice and Water Shield 2X10 / 2X4 Strongback New Ice and Water Shield New GAF Architectual Roof Shingles CDX Sheathing New GAF Architectual Roof Shingles REV: XR-49 2X8 a 16"oc. 2x10 Rafters 16"oc. I�ot New 1x8 Azek Fascia's R-49 Insulation R-49 Insulation R-49 InsuNew 12" Beaded Azek Vented Soffits 12" Beaded Azek Vented Soffits , Closed Cell Spray Foam (8"= R-52) (2)226 Top Plate12° Air Channels 2x6 Studs — 16"oc. 5" CDX Exterior Sheathing �� �� 2x10 Rafters 16"oc' New Ridge Vent _ _ Simpson Hurricane Strapping !r.;, New Grace House Wrap or Equal R-21 Insulation Master Bedroom I Shower . I Cjl �12° Beaded Azek Vented Soffits Ex. 2x8 Ridge 00 New Hardi-Plank Siding . 2x6 Rafters —R-21Insulation Ex Seat Ex. Z" CDX Roof Sheathing New Ice and Water Shield 14"x 92 LVL Box Beom TJI230 x 9 Floor Joists ®12 oc. T1I230 x 9 Floor Joists 0 12"oc. New GAF Architectuol Roof Shingles New 2x4 vertical Ties 16"oc. (2)2x4 Top Plate 2x4 Studs — '16"oc. R-30 Insulation R-30 Insulation R-30 Insulation R-30 Insulation Ex. 2x8 — 16'oc. CDX Exterior Sheathing R-21 Insulatio R-21 Insulation New Grace House Wrap or Equal New Hardi—Plank Siding Closed Cell Spray Foam (3.5"= R-21) Closed Cell Spray Foam (3.5"= R-21) �� Type "X" _ 28 8 tg Hr Fire—Ra ed Existingee ock on KitSh WORK NOTES: 2x6 Shoe I ^G� Laundry Room Ex. Studs — 16"oc. Dor and Asser All Ceilings and 2x8 Boz Beam Kitchen with Self—Closing Hi ges Garage Walls 2x6 ACQ Sill Ex. Exterior Sheathing Ex. Anchor Bolt New Grace House Wrap or Equol Match Existing Subfloor Match Existing Subfloor New Hardi—Plank Siding House Deck R-15 Insulation Ex. 2x8 Floor Joists ®16" c. Ex. 2x8 Floor Joists 9 16 oc. fflffl 2X8 — 16"oc. R-25 Insulation istered with x oor Joists @ 16 oc.R-25 Insulation Ex. Anchor Bolts R-21 Insulation R-21 Insulation NOT FO R 2" PC. Slab New Monolithic Poured ®� & Ex. 3�" Stl. Col. Grade Apron with W/6x6 10/10 WWM CONSTRUCTION 8" CMU. Foundation Damp Proofing =� as Necessary USE UNLESS Grade Basement Basement CERTIFIED BY A PROFESSIONAL 2x Keyway Ex, 4"PC. Slab Ex. 4"PC. Slab ENGINEER Ex. 16"x8" Conc. Ftg. Min. 3'-0" Below Final Grade Ex. 2'x2'xl' Conc. Fig. CROSS SECTION ("�A CROSS SECTION B SCALE: 1/4"=1'-0" 30 SCALE: 1/4"= V-0" �302 PROJECT: JONES w i1 7 t RESIDENCE 1500 BEEBE DRIVE, Hurricane Strapping 2X8 Ridge C UTC I-I OG U E, NEW YORK 2x6 Rafters 0 16"oc. CDX Roof Sheathing 30# felt SCTM # 1000-103-3-4 GAF Architectual Roof Shingles DRAWINIG TITLE: —" Hurricane Strapping 2x4 Soffit Framing ?Cei6"oc. 1x8 Azek Fascia AS NOTED CT 12" Azek Beaded Soffit uLT Azek Girder Wrap 10" HB&G Permacast Column Wrap NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 40 ACID Post Boxed out with ACO 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 I DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2" Bluestone FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1'x12" Anchor Bolt SEAL: DATE: 2" Bluestone October 11, 2016 ��pF NEwY PROJECT NO: 8" Sona Tube 4 Rebar Stirrup ��� Z 0. B��O,Q�- 1007-2017 �,� (3)#4 Reber E.W. �G� �S� DRAWN BY: 1'-4"x V-4% 8" Conc. Ftg.—� * t ,1, * BDK offHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Porch Detailr�c CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ."Awl 1 sF©p n8186a ���o' SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT RoFESS1 ?N SCALE: 1/4"=1r-0" 302 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A302 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Q PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) C7 DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization t t PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ' Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such C KEHL,-DESIGN-ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. S.C.T.M.# #R10-19-0103 DISTRICT 1000 SECTION 103 BLOCK 3 LOT 4 EXISTING NYSDEC LOT COVERAGE BASED ON UPLAND LOT AREA 26,220 S.F. EXISTING DWELLING: 1593 S.F. FRONT STOOP W/STEPS: 46 S.F. REAR DECK W/STEPS: 315 S.F. CONC. PATIO BLOCKS: 238 S.F. GRAVEL DRIVEWAY: N/A TOTAL 2192 S.F or 8.4% PROPOSED NYSDEC LOT COVERAGE BASED ON UPLAND LOT AREA 26,220 S.F. EXISTING DWELLING: 1593 S.F. FRONT STOOP W/STEPS: -46 S.F(TO BE REMOVED) REAR DECK W/STEPS: -315 S.F. (TO BE REMOVED CONC. PATIO BLOCKS: -238 S.F. (TO BE REMOVED) PROPOSED REAR DECK: 351 S.F. PROPOSED ADDITION: 94 S.F. PROPOSED FRONT COVERED PORCH W/STEPS: 72 S.F. GRAVEL DRIVEWAY: N/A PROPOSED TOTAL: 2110 S.F or 8.0% EXISTING TOWN OF SOUTHOLD LOT COVERAGE BASED ON UPLAND LOT AREA 26,220 S.F. FRONT STOOP W/STEPS: 46 S.F. REAR DECK W/STEPS: 315 S.F. CONC. PATIO BLOCKS: N/A GRAVEL DRIVEWAY: N/A !L t� l� {,SIN -7 2020 . ....,,n TOTAL 1954 S.F or 7.5% TO PROPOSED TOWN OF SOUTHOLD LOT COVERAGE BE DE OLIDWELLING BASED ON UPLAND LOT AREA 26,220 S.F. EXISTING FOUNDATION TO REMAIN. NEW 2 STORY EXISTING DWELLING: 1593 S.F. FRM. DWELLING TO BE FRONT STOOP W/STEPS: -46 S.F(TO BE REMOVED) \ BUILT IN PLACE. REAR DECK W/STEPS: -315 S.F. (TO BE REMOVED) ` EXTERIOR GARAGE WALLS To REMAIN. PROPOSED REAR DECK: 351 S.F. \ LAND N/F OF PROPOSED ADDITION: 94 S.F. I ELIZABETH CHOE PROPOSED FRONT COVERED PORCH W/STEPS: 72 S.F. 1 GRAVEL DRIVEWAY: N/A PROPOSED TOTAL: 2110 S.F or 8.0% ' SILT FENCE ALONG 100' SETBACK , { AREA LANDWARD OF TIDAL WETLAND BOUNDARY: 26,220 S.F. LIMITS OF DISTURBANCE20,750 S.F. TOTAL AREA: 37,042.79 SO.FT. or 0.85 ACRES MW PA sr \ \ Ram ". EL Z. \ N 76043 30 \ / / / . ,'• : '.:',' " \\ f CUY PROPOSED TIDAL WE11�1ND 80UfFWRY / / / i RE►�1 �pU� g pW " WOOD DECK x18 AS DELINEATED BY / / i \\ TENNFs fflfl SGA - SHAWN M. BARRON �/ / ;'. \ _.,•nIEO. ;ICN SfANIXNG) ELEV. 8.5 OL DR BROWN LOAN 0.5' ML BROWN — SILT 3.0' PALE SP BROWN I '"'"" — 7.1' GROUND WATER ELEV 1.4 WATER IN PALE BROWN nNE SAND I 1— 14' JULY 19. 2019 MCDONALD GEOSCIENCE TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) 1'3C'LCEOALNLAR 8• SLAB FOR NON—TRAFFIC BEARING s B' SLAB FOR TRAFFLC BEARING 'b WAVY COARSE 2" APPROVED RMEr PIPE / � AND APPROVED OUTLET PIPE INN. 4• L11A.L•/ COVER 70 GRADE TO LUK M PITCHED 1/8'/1' UK 4* GUY PRCIN07 1/8'/1' I�ooo❑ ooa❑ 3' MIN. 8' COLLAR BACK RLL MATERIAL TO BE CLEAN SAND AND GRAVEL FEMA MAP#36103CO163H AREA: 37,042.79 SQ.FT. or 0.85 ACRES .NJZY 14 2018 E><ISthIG HOOD y \QECK TO BE 4 10' WIDE{ / VOLUNTARY NON -TURF \\ \ PROPOSED NON -DISTURBANCE 10 -� ' ' BUFFER \ ADDITION VEGETATIVE BUFFER/ / °;': \\ �W/pbjlFL AlE L' . / / 1 •; r'..` \ 4 xW \ / / i '•'', i ' \ PROPOSED SOL i / / .�'.', : '; ` �• r \\ STOCK PILE AREA 4 .!7 S7600304, APF I PROVED By BOARD OF ► RUSTEES TOWN OF SOUTHOLD DATE T"il,+- fs, 2 f,zp TYPICAL SILT SCREEN SECTION GEOTEX71LE FABRIC — —• FLOW DIRECTION — EXCAVATED AND BAcxnLLED TRENCH r SUPPORT POSTS WOOD OR META. ELEVA77ON DA7VM: NAVD88 EXISTING GROUND VACANT 100' DWMUND WI'PU BLIC WATER 100' PROP. DRY WELL .:; 1/2 '1JG ANTLER LANE PROPOSED (Pp STAGING AREA QO. 1 AND CONSTRUCTION I ENTRANCE 3(g,00' I 9L1 I \ 1 PROPOSED i ADD7 N { 3'%4.r - DOSIpIG 8 TO BE \r Of FFL 11.1 ELMO INVERT -1 (7.04) o ` WAS SLICE is 1+ 9� a EXP Lp LP LP I Lp LP EL 10.8 1 DWELUNrps WATER 1 (5.67) 1'3C'LCEOALNLAR 0LP s POOL 'b \ EL 8 PROPOSED 1 A\\ �� COARSE 2" PORClIACTION \ TREATMENT TAW (440GPD) \ SAND & 3'MIN (6)8'OX2'DEEP LP \ ILL (4.0) GUY 7, \\ , _ 10 GROUNDWATER ELEV. 1.4 HIGHEST EXPECTED GROUND WATER 2.0 EA �w'VDRWOF 312.931 IN GRAVEL DRIVEWAY, EXISTING OVERHEAD (VIRES TO REMAIN uL EXISTING SANITARY SYSTEM //� PROP• DRY WELL TO BE ABANDONED AND BACKFILLED WITH CLEAN COARSE SAND. 8'DIAx4'DEEP w/PuetiG'wu►tER 10 1RICHARD LAND N/F OF 150 JONES C.1. LOCKING COVER TO G 35' RLN (CAST IRON) 1/4" -FT. r TYPICAL CLEAN OUT SLATE ^0 SUITABLI FLOW -40- TOPPER END R PLUG EL(9,5) FINISH GRADE o INVERT INVERT FOUNDATION FLOW WALL BAFFLE TANK USE 4" DIA. APPROVED SEWER PIPE 1250 GAL. PRECAST S.T. EL 11.2 INVERT (5.67) 1'3C'LCEOALNLAR 8'0 POOL COARSE 2" SAND & 3'MIN GRAVEL ILL (4.0) z rlN GROUNDWATER ELEV. 1.4 HIGHEST EXPECTED GROUND WATER 2.0 50' MIN. BUT SUFFICIENT TO KEEP— SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCING • A�' .•A/'Ar Z c' N .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. DRAINAGE CALCULATIONS: DWELLING W/PROPOSED ADDITONS d': COVERED PORCH -1,742 SQ.FT. 1,742 x 0.166-289cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELL-354cf PROVIDED ADD I/A SANITARY 01-06-19 REVISED 12-5-19 REVISED 10-17-19 REVISED 09-25-19 THE WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL LOCA AONS SHOWN ARE FROM HELD OBSERVA AGNS AND OR DATA OBTAINED FROM OTHERS