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HomeMy WebLinkAbout1000-31.-18-11OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 °F SO�ryo� h yCOUNTI MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: August 20, 2014 Re: Proposed Transfer and Administrative Permit for ROY & JOAN BERMAN SCTM# 1000-31-18-11 Thomas Sanders on behalf of ROY & JOAN BERMAN request an Administrative Permit to raise the existing 10'x24' utility building to +/-4' above grade. Located: 520 Rabbit Lane, East Marion. SCTM# 31-18-11 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 EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "II" which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); The building is being raised to mitigate flooding hazards and storm surges. 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: Lori Hulse, Assistant Town Attorney .t Town of Southold LWRP CONSISTENCY ASSESSMENT FORM 4iJi� () 8 �+J1G _ A. INSTRUCTIONS �, ..._.. Southold Town Plannina Board 1. All applicants for permits* including Town of Southold agencies, sh e Tnis MM Tor 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 to its siplificant beneficial and adverse effects upon the coastal area (which includes all of Southold Townl 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 must be explained in detail, listing both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. 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. G; n 4 � - r - F B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# f EE 1. �r 1_ 2 i �nr IC1, PROJECT NAME Cs 1L - _ The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees & 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: _ GZ,�o q L �G►GZ O r CONUZJ°� r Yi►.� C�0 x Ay -+-t� ; 'vr..,. ,. l&-, Location of action: 570�"� L' -c Site acreage: • a(O0 Present land use: Present zoning classification: A 6 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; (b) Mailing address: (c) Telephone number: Area Code ( ) (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ❑ 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 COAST POLICY 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 C� Not Applicable 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 Not Applicable 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 Attach additional sheets if necessary NATURAL 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 0 Not Applicable 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 El Yes 1:1'v ONO Not Applicable 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. ❑ ❑ &A Yes No Not Applicable 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 E�f Not Applicable 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. ❑ Yes ❑ No 0 Not Applicable 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. ❑ Ye,0 No �Z Not Applicable Attach additional sheets if necessary WORKING 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. ❑ Ycs ❑ No dNot Applicable 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 FNot Applicable 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 0 Not Applicable 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 U Not Applicable PREPARED BY TITLE DATE ,. ,°. - WEBEC.ga¢ _ eec NP 9EE EEC NO. an 'p WtCX UNE\b1 WTCN UNENA_CX UNE _—Z —— — _— --_ __ — FQRPCLND. bA N0. na Da6letaS py� \e\ � 4ccqq a n IT tt.y w \eA 1A 61 REN ,115 � t1A w t R �N9't"dgt P da�d e � Dm r RI N ,: Nc ; lata R • °' � 4/� 1 nt w� n MAIN = / � la.a � to n \ prr.NwrPl ♦ \�\ ° ., ° i v°ryG r+s 12 o st y\ttp yV3 to R.eA tss ° s t SHG a,✓AG tot tr \ W 2.N aAHcl a2 Q' j. �EEoueeouNr \sAµ't mean ei� ' s ,a+"'°P M1 TEAAUtIaRlr �� M1 ° 0 11.et tTn ed. ^ tPµG ea se = m�sEmRanD. , f MARION LAKE ° = of � ,R iia°, 2 �i m^ MARION LAKE 1 FOR L No. ,.ya 94 9 .+ " n4 m.• "a®.evtwulXo,n a �Emc PC ° za ° rr wn RIo N . Q' EEE eEC.NO. � naswwae te. \° h• 3 DIbOl.tse �� � b ae¢x,R � u ♦ � a , J / as q 'Y �Qa/, ICE COUNTY OF SUFFOLK © v. SECTION NO 1211 K °a SOUTHOLD D W..�w. --_--- .. —O �� — —_—_ �_�_—_—�—_—_ s ..RealProperry Tax Service Agency v N w.rar. -- '�jrjj Cw ro � TaxS nice M a 31 P TPrcTro s oSe tIIW PROPE—MAP CS 6 C JUL 2 5 2014 E C JUL 2 5 2014 --Ed lrl,.L 2 "—/,Y — /V GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND - ---- C 0 N T R A C T 0 R N 0 T E S Wood: - REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: -- 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 INA ik D*A-K ASSOCI MS Lw i b 3. Nailing schedule shalle n accordance with the specified code. B. LOCKED AREA. reddened a conwroc�ddedgn.wr�.dnp.c�rmMQ GENERAL NOTES: 4. Pre -manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH awMdnSiw *N: (631)161-6011 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. W*kff fonlMach,NowYork 119A III (631)466 -MM 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 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. C� Ckm90@Od.(�1'I 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 F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. °i'�'K A""�'KOM '�"�'�9 5a1t15111 AtNClaht LLC 6. Plywood sheathing. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 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. WN IP & U UM N : SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. therein, are the property of D.A.K. ASSOCIATES, 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: LLC. No part thereof shall be copied, disclosed 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED to others or used in connection with any work CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: or project other than for which they have been REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAM*GE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared re ared without written consent. OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT THIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 1,900,000 PSI PSI NOISE AFTER HOURS 4. ND (��� _ ! 14 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, JUL 2 5 2014 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRINGDEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS REGULAR HOURS. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM do KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. LEVEL OF THE FIRST FLOOR ARE 'TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM do KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE: THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BgSED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM do KEHL ASSOCIATES, LLC, HARMLESS RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE.OF THESE REQUIREMENTS. 7 PROVIDE SINGLE AD MULTIPLE -STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN CRITERIA PRESCRIPTIVE DESIGN "MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ROOF AREA = 2282 sq/ft (in pounds per square foot) t USES(s) AND OCCUPANCY CLAS;SIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V BI HEIGHT AND FIRE AREA HEIGHT GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. I ICE SHIELD UNDERLAY- MENT REQUIRED FLOOD HAZARDS WIND EXPOSURE CATEGORY PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA ROOF DRAINAGE CALCULATIONS. ATTICS WITHOUT STORAGE (b,e) SPEED (mph) WEATHERING FROST LINE DEPTH TERMITE DECAY 20 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C DESIGN CRITERIA PRESCRIPTIVE DESIGN "MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ROOF AREA = 2282 sq/ft (in pounds per square foot) t USES(s) AND OCCUPANCY CLAS;SIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V BI HEIGHT AND FIRE AREA HEIGHT (FIRE AREA HEIGHT, BUILDING. EXTERIOR BALCONIES 60 THE VERTICAL DISTANCE DECKS (f) 40 FROM GRADE PLANE TO PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA THE AVERAGE HEIGHT ATTICS WITHOUT STORAGE (b,e) 3 STORY OF THE HIGHEST ROOF ATTICS WITH STORAGE (b,e) AS PER TABLE 503 SURFACE = 15-4" ROOMS OTHER THAN SLEEPING ROOMS 40 AS PER SECTION 502 OF SLEEPING ROOMS 30 THE BUILDING CODE OF STAIRS 40 (c) NEW YORK STATE. GUARDRAIL AND HANDRAILS (d) 200 (c) TOTAL HEIGHT FROM RIDGE TO GRADE 16'-10" USE , LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 1D DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 V= A X R X c N sq/ft NOTE: Bottom of Lowest Structural Member A = 343 R = 2" RAINFALL = .17 ft under the Accesysory Structure to be at Elevation 89=0" C = COEFF. = 1.0 V = 343 x 1 x .166667 = 57.17 c.f. 57.17 CU. FT / 22.34 CU.FT./ VERTICAL FT. = 2.56 V.F. USE (1) 6' DIA. POOLS 3'-0" DEEP = 67.02 C.F. ALL LEADERS ON ADDITION TO BE PIPED TO NEW PROJECT: 6' DIA. x 3' DEEP LEACHING POOL WITH TRAFFIC BEARING COVER. BERMAN THIS IS A PRE-EXISTING STRUCTURE WITH NO GUTTERS. ALL ROOF RUN-OFF IS CONTAINED ON SITE AS IT RUNS RESIDENCE OFF THE ROOF ONTO THE SAND AROUND THE BUILDING. 520 RABBIT LANE a) ELEVATED GARAGE FLOOR'S SHALL BE CAPABLE OF SUPPORTING A 2,000- EAST MARION, NEW YORK POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS, I LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NA FIRST FLOOR AREAS OF STRUCTURE CRAWL SPACE NA BASEMENT NA FIRST FLOOR 343 sq. ft. SECOND FLOOR NA THIRD FLOOR NA BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA ATTIC HOUSE b NA GARAGE NA ATTIC (GARAGE)(a) NA BONUS ROOM NA SCREENED PORCH NA EASTERN DECK NA WESTERN DECK NA FRONT PORCH 69 sq. ft. SIDE PORCH ADDITION NA POOL HOUSE CABANA NA UNCOVERED ENTRANCES1 NA OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. DRAWING TITLE: d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS GENERAL NOTES TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE HE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE & PAPER ASSOCIATION (AF do PA) WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND TWO PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa ( ) These Plans NUII and Void, and WIII Result In the FAMILY DWELLINGS 2001 SBC HIGH WIND (o) AT 28 DAYS PSI (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (b) WITH STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESSS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. MINIMUM SPECIFIED SHEATHING SHEATHING SHEATHING SHEATHING COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) L: NE E� �� � � I BASEMENT WALLS, FOUNQATIONS AND OTHER 0 COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUTOF WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF U.A.K. ASSOCIATES, LLC. CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS- AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) HE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE & PAPER ASSOCIATION (AF do PA) WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND TWO PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa ( ) These Plans NUII and Void, and WIII Result In the FAMILY DWELLINGS 2001 SBC HIGH WIND (o) AT 28 DAYS PSI (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (b) WITH STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESSS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (1) (2) (3) (4) SHEATHING SHEATHING SHEATHING SHEATHING TO TO TO TO SET: ISSUED FOR: DATE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST k PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indicated, Is Simpson Strong- Tie. No Substitutions are Approved or Authorized. Due to the Relationships of Framing Hardware to the other Components of the Structure, any L: NE E� �� � � I DATE: MAY 12, 2013 0 COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUTOF WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF U.A.K. ASSOCIATES, LLC. PROJECT NO: 959-2013 NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. DRAWN BY:UNDER eDK ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. JJD CHECKED BY: H NU M SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH T HE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE & PAPER ASSOCIATION (AF do PA) WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND TWO PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. G1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa ( ) These Plans NUII and Void, and WIII Result In the FAMILY DWELLINGS 2001 SBC HIGH WIND (o) AT 28 DAYS PSI (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (b) WITH STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESSS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (1) (2) (3) (4) SHEATHING SHEATHING SHEATHING SHEATHING TO TO TO TO BE NAILED TO EQUALLY SPAN EQUALLY SPAN BE NAILED TO CCA 1ST 2ND TOP EDITION. SILL AND 2ND FLOOR BOX BEAM FLOOR AND ATTIC TOP PLATES PLATE Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. Y Acceptance ponce 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. �" ' 7 -- JAMES J DEERKOSKI N UME83 OF 0 D-A,L 001I uc SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION OF ROLL EIGHT TWO Id NAIL ed NAIL INTO INTO STUD Simpson IN A ROW ALLOWABLE LOADS I.z LOAD CS16 150' 14" FASTENERS 1 CLEAR SPAN +31" WITH 1235 1650 LATERAL MODEL GA ARE TO BE TOP MOUNTED UNLESS OTHERWISE UPLIFT UPLIFT (133/160) NAILSdxl 4" CODE FASTENERS TO TO P N NO. AVG NAILS REF. (133) (160) F FZ HEADERS RAFTERS/ PLATES UD STUDS ULT (133k ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. TRUSS W H B JOISTS AVGF(133)1(160) UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES NOTE: REFER TO SIMPSON WOOD CONSTRUCTION 10d 16d ULT. 10d 16d 10d 16d IOd tsd REF. ALL LIABILITIES ON THE CONTRACTOR. H7 16 4-8d 2-8d 8-8d 2991 930 985 400 — 1150 1250 5,44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND HUS210-2 14 3i 9J" 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 — PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS (133) H6 16 8-8d 8-8d 3983 915 950 650 5, 44 FASTENERS UPLIFT OUG-FIR LARCH FASTENERS OE ALLOWABLE UPLIFT LOADS (133) MODEL DIMENSIONS (TOTAL) LENGTH OF BOLT IN WOOD MEMBER CODE LENGTH OF BOLTIN WOOD MEMBER (133/160) MODEL N0. GA MAX. AVG ULT. LFTA REF. GA CLEAR ULT. LFTAZ WIDTH TO PLATES I TO STUDS PAN L QTY DIA F, F,. A" 2" 21" 3" 34" 4-SDS}"x3" 14" 2" 21" 3" 311, LFTA 16 24" 17" 38i"116 -10d — 4200 1205 1400 5, 44, 85 DOUG -FIR LARCH / SO. PINE 1165 1 940 FASTENERSZ ALLOWABLE UPLIFT LOADS a MODEL L AVG 10d 10d x 11" CODE N0.ULT. REF. 10d 10d x 11" (133 / 160) (133) (160) 16 14-10d 14-10d x 1j" 3116 1000 840 1000 3, 41, 128 20 14-10d 14-10d x 1j" 3116 1000 840 1000 3, 41, 128 20 12-10d 12-10d x 1j" 2383 775 720 720 3, 41 DOUG -FIR -LARCH MTS16 MTS20 LST20 TYPE OF DIRECTION SO. PINE CODE TYPE O ALLOWABLE LOADS REF. MODEL M ODTION - OF LOAD FLOOR ROOF (1,33/ 100) 125 16,0 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 H 1 515 1 645 6.70 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS"' (DF/SP) (133) HOLDOWN HOLDOWN MODEL STUD AVG DEFLECTION AT HIGHEST DEFLECTION AT HIGHEST CODE REF. LENGTH OF BOLT �� NO. BASE BODY s MACHINE ANCHOR ULT. BOLTS IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL pIA� • DESIGN LOAD DESIGN 1}" 2" 2}" 3" 3}" 51" QTY DIA LOAD WHEN RAISED OFF THE I PLATE HD2A 16 12 4&" 2J" 2J" 8" 24" 1" 14" ir 2 Z" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS OF / SP N0. AVG CODE W L STUD PLATE ULT. REF. 7, 40, 127 CODE (133) (160) SP4 34- 74" -10d x 1 2917 735 885 — MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS NO. GA 33) (16 0) yy L NAILS � U RP1205 REF. 7, 40, 90 CODE LSTA21 20 90500) 1 21 - 1 1295 MODEL M ODGA DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS W L NAILS 10000R (133) (160) 7, 40, 90 MSTA24 18 1 24 1 -1 d 1 1025 1 1370 1640 MNpEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L ( LENGTH END L GA CUT LENGTH (TOTAL) SPACING OC. REF. z (100) (133 / 160) USE A MINIMUM OF :,� TWO ed NAILS THIS SIDE OF TRUSS. TOTAL FOUR Id NAILS INTO TRUSS USE A MINIMUM OF - TWO ed NAILS THIS SIDE OF TRUSS. TOTAL FOUR td NAILS INTO TRUSS PLATES • p• OF ROLL EIGHT TWO Id NAIL ed NAIL INTO INTO STUD Simpson IN A ROW H7 NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 16 1 CLEAR SPAN +31" 28-8d 1235 1650 I FTA 24" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS DN. -F P N A A A NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL HEADERS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B JOISTS AVGF(133)1(160) UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT. 10d 16d 10d 16d IOd tsd REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 1250 7, 40, 127 HUS210-2 14 3i 9J" 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 — FASTENERS UPLIFT OUG-FIR LARCH INE ALLOWABLE LOADS LATERAL OE MODEL UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES I TO STUDS (133) 1 (160) F, F,. HGA10KT 14 4-SDS}"xIJ" 4-SDS}"x3" 1523 435 1 435 1165 1 940 160 USE A MINIMUM OF :,� TWO ed NAILS THIS SIDE OF TRUSS. TOTAL FOUR Id NAILS INTO TRUSS USE A MINIMUM OF - TWO ed NAILS THIS SIDE OF TRUSS. TOTAL FOUR td NAILS INTO TRUSS PLATES • p• M An/r. h� ■ EIGHT TWO Id NAIL ed NAIL INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHTS Id NAIL INTO STUD LFTA I FTA 0 FI DETAIL "A" Simpson Strong -Tie H7 Floor -to -Floor Connections MTS16 MTS16 I In') A DETAIL "C" Simpson Strong -Tie Floor -to -Floor Connections USE A MINIMUM OF TWO td NAILS THIS SIDE OF TRUSS. // TOTAL FOUR ' Id NAILS INTO TRUSS wu-I- SIMPSON TAKE-UP WASHER TWO/ I / ART"x12 Id NAIL • %// INTO SLATES i • o EIGHT I td NAIL INTO STUD DETAIL "D” Simpson Strong -Tie ROD SYSTEM JUT WASHER MTS' Dn I Tc, �:)n INSTALLATION INSTRUCTIONS small VENT & DETAILS on -441- an > KXM 154"10 www.smaAwnt."M Duet mac"nim nDW AND VANrff Q= Voir ■ M.sts« wl'AIl.Amm ■Ifrai i. 1�•�rwrMrr.rer (Mr•pibMr,wMMMrrlMrrrlM/�i•q L POPM•aaAtt turwy.ya>r�M..rw.wrwrs l wtTlwPx I Ui&M D rr+M\I. 1M�Prt.r..tr WA Yrsrir 17MrrWP1ask 3.,Iwr.w.ra.r.p.w.eWM0Mdrrt.rrr".r..t6M VK* a Ond6a4dW N*P rr&Mom d ewd mwm y*=9*nd &6Pb&*n1MA1PWAIQ s trrrgr*P YrrMPMr 00*0 AIMMA it f. rtrwt�LM.arnly.l.lrr�rYMY�r�wwrrrr.rrT•a w+rr.tt�t.�trrrP.rrMa w..re..r rr.i.eP.rr�.tl\.ean T.wr..r►r..erlW r/rlttrwrpirAY�tYKrrtstrweM�urwi er breDiutr •\*PirYrrrtltr trdbwr�r.Wre••rnYM\�Mrrt{n s rt r. r dwhrr- r/rtfPr=hw" 11. Tiyr r�erirrt•\�rlM W r W sYY r IY-� r� TIYTisiti rarrr�•r r/iPY\. DETAILED SPECIFICATIONS, MAIMML SpMrt SNL SP WM A.eM AYTMWIO NMI-P.•ro ACTMITAIN Ar M/N/11M WNT AMrAr M.t. Ar UMP! UTAIL ACSMIr M7MTMM AM AUPMWIO WNW FULLY M'M AT M rt. DULY Err AT 12 SL NO A•MI NWAM NPAW A �SI//. flMlr SIZL MMK 71ML1 MYNrTATq AMIr: f NlM WA1NAlIMt sI 24 •w P- wA •nes OWV "M N m ISA A VDMLM MI KMJMIMINIS PAM M W S Yrn2 PM DOM ArA WOM M AT WIT M WrM Ma MOM STrAM flfwwr) txlMer NW/t MAIr MISIE, MEAT. MMY. AW MAS( (AWAAKO ?il\ ZR ItNO�11f IR IN�t#♦� �PNeN N il'PRIf IRs rrtA tee ttlC CMO >fUIMtlN�1/LaMWAL la WO MSe ),AttRtNM rC1NALOA7IMD�,iA1 SP LSTA H6 -mmipson z,zrong- i ie DETAIL "F" DETAIL "G" D1rrAM DIAOBAM irnartVlWT MousL is o-510 FR -441 -UN T DUAL FUNCTION FLOOD AND VxWnLAn0N vwr www.wnwtvWLc*m �=14 1+4• eTAArTN We TIM rT - , WAN TN MR1M1 0 1IM" MSTKLE\ VIM MTi w Tv r 7row �l.T rieiurm Side View 271" DUAIL 80. rSIrII MSSM RNt M TNR rt �MumsGcler MnAUATNI PIM PUT w src M. PLOT tuff / Fl(iUJts i F100t View _F N& View i :,✓ Equal nu specifiec ec l,Jlb DETAIL "H" SIh Str 1- DETAIL "I" DETAIL "J" PROVIC SIDE 0 AND 0 Simpson Strong -Tie HGA10 DETAIL STU 8"- SIMPSON TAKE-UP WASHER ART8"x12 DETAIL "L" N 1P WASHER 'LER NUT 1 8„_ PSON 'E -UP WASHER ANCHOR BOLTS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST do PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong -Tie, No substitutions are approved or authorized, Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and performance of the entire system, D • A • K ASSOCIATES uc "CW"& OOn1RI� cW �Myn • wowwkv , ppnwMkl� SiMdn$W Om: (631)161-6011 MGftn'pbnMGdLNewYak 11M be (631(466-3354 EIII d CAm>08@aol.cw 2!0!pd , MTI J4 KeN AsechiNe• LLC • famahr &W l4r1 nrdan AMrMA4 &- t I. - These r These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. BERMAN RESIDENCE 520 RABBIT LANE EAST MARION, NEW YORK SIMPSON WINDLOAD CHARTS & CALCULATIONS STRONG -TIE DETAILS 1771 717 Mr. nATr JAMES J DEERKOSKI ® D•A•L ASSOCIATES, uc MAY 12, 2013 ROJECT NO: 959-2013 RAWN BY: BDK HECKED BY: JJD G2 M An/r. h� ■ FSM MIALMMSrIPISr 77-{11-{sN AIMMMr19 MIR Wrrwnr- rretePrMt WNW, Iso/-sIo SIh Str 1- DETAIL "I" DETAIL "J" PROVIC SIDE 0 AND 0 Simpson Strong -Tie HGA10 DETAIL STU 8"- SIMPSON TAKE-UP WASHER ART8"x12 DETAIL "L" N 1P WASHER 'LER NUT 1 8„_ PSON 'E -UP WASHER ANCHOR BOLTS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST do PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong -Tie, No substitutions are approved or authorized, Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and performance of the entire system, D • A • K ASSOCIATES uc "CW"& OOn1RI� cW �Myn • wowwkv , ppnwMkl� SiMdn$W Om: (631)161-6011 MGftn'pbnMGdLNewYak 11M be (631(466-3354 EIII d CAm>08@aol.cw 2!0!pd , MTI J4 KeN AsechiNe• LLC • famahr &W l4r1 nrdan AMrMA4 &- t I. - These r These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. BERMAN RESIDENCE 520 RABBIT LANE EAST MARION, NEW YORK SIMPSON WINDLOAD CHARTS & CALCULATIONS STRONG -TIE DETAILS 1771 717 Mr. nATr JAMES J DEERKOSKI ® D•A•L ASSOCIATES, uc MAY 12, 2013 ROJECT NO: 959-2013 RAWN BY: BDK HECKED BY: JJD G2 EAST ELEVATION SCALE: 1/4" =1'-0" WEST ELEVATION SCALE: 1/4' =1'-0" In LW (4 1LY. Ut osp " *v*n &OW) I.Y. N-741 u to (—awr M at W-0 at to 00 4r kw*" L04) N is Lv.lr-11 aK (r- ICI at sx ohm tiw M ak W-7%1 al.. W M. FW" M ax (g -r) Co. u ELY. (r -r) 'U REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS NORTH ELEVATION SCALE: 1/4" =1'-0" © COPYRIGHT 2013 D.A.K 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 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 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. D • A • K ASSOCIATES Lw 111111Pn.dd.nli.l & conwnwdal damn 9 W*1*WkV " carr Ang X06 MainSint *a: (631) 761-6071 Wuftff bn Nosh, N1W Yak 11918 kx (631) 49 - 3354 EMat CMnE8E8@od.CO DewbmK An i KOM Anedelm LLC • hrnwt ly EW End Dain Anedola. LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. BERMAN RESIDENCE 520 RABBIT LANE EAST MARION, NEW YORK PLAN AS NOTED pF NEW irQ� 1r jo JAMES J DEERKOSKI, PE ® D•A•L ASSOCIAM ac MAY 12, 2013 PROJECT NO: 959-2013 DRAWN BY: BDK CHECKED BY: JJD HEET NUMBER: A201 CROSS SECTION "A" SCALE: 1/2" = 1'-0" iffit Beam ELV. 5.63 (House finished Floor) ELV. 8.0 AE.6 s with (4)15 Vertical Rebar Stirrups 0 6"oc. on a Conc. Ftg. with .och Way. (lin. 36' ade. C9 211 BOTTOM OF 36"x 12" CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW FINISH GRADE. ALL REBAR TO HAVE A MINIMUM OF 2" OF CONCRETE ON ALL SIDES OF FOOTING EBAR IN FOOTING (EA) UAR IN FOOTING (E.W.) :BAR STIRRUP 0 6"oc. TO BE SET IN FROM EXTERIOR OF CONC. PIER VERTICAL REBAR SE OF 15 VERTICAL REBAR IN FOOTING REBAR IN FOOTING ER EDGE OF 12' DIA. CONCRETE PIER OVERHEAD VIEW OF CONCRETE PIER AND FOOTING SCALE: 1 " = 1'-0" )' ACQ 4 Studs — 16'ac. -15 Insulation tch Existing Siding srify With Owner) CDX Sheathing :6 Box Beam io Drip Cap 'x8' Azek Skirt Board )4x$ ACQ Girder 10 ACQ Box Beam ACQ Material npson Anchor Strapping Iona Tube with (4)15 Vertical Rebar 13 Rebar Stirrups 0 6'oc. on a 36"x 12" Conc. Ftg. with i Rebar Each Way. (Min. 36' i Final Grade. FOUNDATION WALL DETAIL "B" SCALE: 1 " = 1'-0" REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS HOUSE � BEYOND � Existing Furnace Room Roof FURNACE ELEVATION DETAIL "C" SCALE: 1/2" = 1'-0" D • A - K ASSOCIATES, ac 1V IldMal i cernniwctat dulpn • snows" . =aft* * 306MdnSkW 0m: (631)161-6011 WWharl*kach,Now Yofk 11915 f01C (631),66-3354 [4A& CAm 11116miLcom DN 1101K Ann i Rohl Amdel" LLC • bmw ly EW End D«i@n A"dateL LLC These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. I-W]4yMA-rL RESIDENCE 520 RABBIT LANE EAST MARION, NEW YORK PLAN AS NOTED © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. D Ew yo� ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED s UNDER FEDERAL COPYRIGHT LAW. Q o PLANS MAY NOT BE REPRODUCED WITHOUT i WRITTEN AUTHORIZATION. 2 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. opR�FESS���P THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 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 JAMES J DEERKOSKI Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIATES, uc agencies prior to construction. MAY 12, 2013 PROJECT NO: 959-2013 DRAWN BY: BDK CHECKED BY: JJD A301 / ' gobtih kroryrb 1 ' a 566 91 ti� � sJa � TT. \\ 0, �O BUILDABLE LAND COVERAGE LOT AREA TO BULKHEAD = 2,466 sq.0. DESCRIPTION SURVEY OF PROPERTY SI T UA TED A T EXISTING HOUSE EAST MARION sq. TOWN OF SOUTHOLD 22.7X SUFFOLK COUNTY, NEW YORK 0 S.C. TAX No. 1000-31-18-11 ft. SCALE 1 "=10' EXISTING DECKS NOVEMBER 10, 1998 ,yo MARCH 15, 1999 UPDATED SURVEY do ADDED PROPOSED ADDITION 17.OX DECEMBER 2, 1999 FOUNDATION LOCATION k�O SEPTEMBER 20, 2002 ADDED BOARD HEALTH DEPARTMENT DATA S DECEMBER 6, 2002 REVISED PROPOSED SANITARY SYSTEM f MARCH 12, 2003 REVISED PROPOSED SANITARY SYSTEM sq. JUNE 24, 2010 UPDATE SURVEY ire JUNE 19, 2013 UPDATE SURVEY 0 ��+ MARCH 27, 2014 REVISED PROPOSED ADDITIONS • lrO+ AREA = 2,618 sq. ft. + (TO TIE LINE) 0.060 OC. s S�eN CERTIFIED TO: JOY OANBERMAN BERMAN �o .....`......... . ........... DESCRIPTION AREA X LOT COVERAGE EXISTING HOUSE 560 sq. ft. 22.7X EXISTING UTILITY BUILDING 240 sq. ft. 9.7X EXISTING DECKS 420 sq. ft. 17.OX PROPOSED DECK 77 sq. ft. 3.1 x TOTAL 1,297 sq. ft. 52.5X NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO177 H ZONE AE (EL 6): BASE FLOOD ELEVATIONS DETERMINED ZONE VE (EL 9): COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION). BASE FLOOD ELEVATIONS DETERMINED TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENC£ ON JUNE 24, 2002) EL 3.7* w cPAQ a sNo ON MORN CIAYEY SAND Sc EL 0.4 MDMA! FIE 10 COMM SND WIQH 1019 OIMVEL SW 3.W ITER N MOWN FINE TO CQIIRN: SM aA IN 1019 NWNEL Is .. k k Z. *q'1 / r 0,e.200 17, o,, 05 99 W 5 26,54 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY E A VIOLATION OF SECTION 720I OF THE NEW YORK STATE EDUCATION LAW. COMES OF THIS SURVEY MAP NOT !HEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT /E CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY E PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING wn— TUTION. CERTHFK:ATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. m PREPARED IN STANDARDS F /Y THE LISA. FOR SUCH U TITLE ASSOCII ANCE WITH THE MINNUM SURVEYS AS CSTAK S40 APPROVED AND ADOPTED STATE LAND *i