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HomeMy WebLinkAbout1000-104.-7-16.1 OFFICE LOCATION: �OF SO(/PyO MAILING ADDRESS: Town Hall Annex '`� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd &-Youngs Ave.) Southold, NY 11971 O �p� Telephone: 631 765-1938 cou V, 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* September 16, 2019 Re: LWRP Coastal Consistency Review for SCOTT &SUSAN AMBROSIO SCTM# 1000-104-7-16.1 SCOTT &SUSAN AMBROSIO request an Amendment to Wetland Permit#9379 to remove and replace in place all existing footings and foundation, and add an additional 6'x34' of - footing/foundation onto the east side of the proposed dwelling for a total final footing/foundation to be 40' wide by 34' deep; extend the proposed two-story dwelling width on the east side by 6' (plus porch and patio); the front porch depth to be 6' 91/2"; extend back porch overhang by 2' in depth; reconfigure driveway, add cobblestone to driveway sides and apron; construct a 25'x25' detached garage; install a 1,000 gal. propane tank; eliminate one (1) plastic shed and install one (1) new 8'x10' plastic shed; relocate a/c units to the east side of the dwelling; add a 6'x22' addition onto the east side of existing patio, overall patio to be 36'8"x22', and add a patio channel drain system for stormwater runoff. Located: 1940 Mason Drive, Cutchogue. SCTM# 1000-104-7-16.1 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 policies and therefore CONSISTENT with the LWRP provided the following is considered to further Policy 4: 1. All structures including the propane tank should be designed to be flood tolerant. The probability that this parcel will flood over time is high. 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 GENE® Town of Southold SEP 0 4 2019 LWRP CONSISTENCY ASSESSMENT FORINT Southold Town 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 SoutholdWaterfront 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 pMosed 'action:,will ..be:cmduaUd as to. its-sigaifieanit beneficial and adverse effect&upon the-coastal area-(which.includes:all,of Southold Town 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 netiin review law. Thos, each an -must be=exliaiKd answer-must eta , ' bofh sunnortin -nnd non- sMortiigg.facts. If an.ac0on:c4m6t be certified ai consistent with 661WRP,policy standards and conditions,it.-shall.not be=de9Amn. A copy of the LWRY is available in•the-following-places:.offline,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. DESCRI MON OF SM�AN D-PROPOSED ACTION 7 16 PROJECT NAME44- Gvo S/OPest"4,oC�.e_- The Applieation has been subniNted'to,(check appropriate response): Town Board ❑ Pk ning Board❑ � Building Dept. ❑ Board-of Trustees 1, Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly,by Town ageney(e:g.capital ❑. construction,planning activity,agency regulation,land transaction) a (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification; ❑ ; Nature and extent of action: n C/4v Gsa✓.4�� �+Sin[G _L�o h!��,b,J� CA) ,Ai1GC��1f/ ,���ivr� ��f ,9olct.-. �?�� ��f Ar�d �clL �Ex..r� 12�� A•S �..Pr Pn 1 -,-,1 .r NYS DEC AUG 1 2019 i Re: ID 1-4738-0 872/00007 1940 Mason Drive, Cutchogue NY c_ - -- -- --� To Whom it Ma Concern, We are requesti ig an amendment to our permit for the following reasons. We will also be improving the storm water ma agement on the back patio and other areas of the property. 1) Upon demoli"ion of the house and after close inspection of the footing and block foundation, it was discovered that 1he footing is improperly sized. The existing footing is an average of 5"x12" and is inadequate to support a 2-s ory structure. We will need a new footing and foundation to properly support the house.The block foundatio i has cracks throughout and would not be safe to build upon. Proposed Amerments: Replace existing footing and foundation in place as per our original plan and add an additional 6 ft de x 34 ft wide footing/foundation on the east side of the house.The total final footing/ foundation will e 40ft wide x 34 ft deep as per plan. 2)After reviewii ig the living space over a period of time (during the permitting process)we realized we need additional living space. Some of the 2nd bedrooms as well as the 151 floor living space were slightly undersized to accommodat our family of seven. Our family consists of us, our two adult daughters, our son-in-law, and our two grandsons. Needless to say, we not only have additional expenses due to our family living under"our roof", but also r.aquire more living space, All the contractors, with the exception of the concrete contractor, have agreed to of raise their price from the original plan. As a result,we will have maintained our original approximate co istruction costs.The initial front porch design was not designed with the proper depth. The proposed garag would be constructed in the future as our budget allows. Proposed Amei idments: Extend the original house plan width on the east side, including both the 1s1 and 2"d floors, by 6ft (p us porch and patio per plan). The front porch depth will be 6 ft 91/2" as per plan. Extend back porch overhanE by 2 ft in depth to accommodate our patio table and chairs. Reconfigure driveway add cobblestone to Jriveway sides and apron as per plan. Construct a 25x25 ft garage as per plan. Install 1000 gallon propane ank as per plan. Eliminate one (1) plastic shed and install one (1) 8x10 plastic shed. A/C units are now locate( on the east side of the house. 3) If we maintain the existing patio in its current place (replacement would be cost prohibitive for us) and add a 6ft x 22 ft addition on the east side we will have minimal additional costs vs constructing a new patio.The addition to the Datio will stay within the same design pattern as originally approved. We will be greatly improving the storm water runoff on the patio by adding a channel drain.The drain will run almost the entire length of the pz tio, which is not on the current approved plan. Proposed Amendments: Extend existing patio on the east side 6 ft wide x 22 ft. Overall patio to be 36'-8" wide x 22 ft de p as per plan. Improve storm water management on the back patio with the addition of a new patio drain syst m piped into a storm water basin as designed by Nathan Corwin Land Surveyor as per plan (see attached specifications and design criteria). i We are reviewinj all of these plans with the Southold Trustees, who requested a nitrogen removal septic system. We agrE ed to install the nitrogen removal septic system at an additional cost of$35,000, which includes fees for nstallation and grading. We applied for grants to offset a portion of the cost. The house is now off the exist ng foundation in its entirety, without any demolition to the patio. Part of existing foundation fell apart during emoval. The proposed amendment stays within and addresses our financial limitations and space requireme ts. In addition,the proposed amendment improves the existing plan and minimizes the environmental ir ipact, as we are installing a new patio storm water management system. • 1 have en losed a copy of the recent DEC approval for the extension of the existing patio as it would exist wit the existing house footprint plus 10ft landward fz p QE • Photo col des of the site for your review. t� I • A new su vey showing the propose changes. • Approvec Septic Plan Al?�UG • i .�Qig • DEC prev ously approved plan Southcfcl Town We are current) actively raising two young grandchildren, ages a T ' . If are forced to not sal and use the existing patio, we would incur the following additional financial hardships, which we haven t planned for and cannot afford. As senior citizens caring for our grandchildren and our daughters,thesE unforeseen costs would be prohibitive and not allow us to build the extra sleeping area for our grandchildreV and family. For the past 11 r ionths we have worked cooperatively to get all of the engineering completed for this project. We have worke diligently with the Suffolk County Board of Health to design a new nitrogen removal system, and worked clo iy with the Town of Southold to meet their requirements. Most of the expediting was done by us in an addit onal effort to control costs. We have respected and abided by the wetland's boundary for the past 11 years an J they have benefited from this. Removal and rel,wilding of the patio,would impart a substantial financial hardship. Resubmittal costs would add significant a pense to our project, which is not in our budget. We are already facing the unexpected cost of a new foundation. In addition to qualify for the $20,000.00 "Reclaim Our Water Grants"the patio would need to remain. Grants are not approved for new construction on vacant land. Please note that the survey and permit request show a new 2 car garage. We will not be constructing this now or even possibly in the future due to bulget constraints. We felt that since the permitting process is expensive and lengthy, we should include the garage on the plan at this time. Below I have outlined the additional costs if we were forced to relocate the house. I am also requesting that if the proposed amendments are approved by the DEC, that you issue the permit after approval is granted from the Southold Trustees. • Reengineer of new a patio-$3200.00 Loss of Septic Grants$20,000.00 • New/updateJ Land Survey-$2500.00 Demolition and Dumping Fees$8800.00 • New/update Septic Engineering $2100.00 Total Additiona Cost is$64,100 .00 MS' y Y Scott A rosio Susan Ambrosio Date Yip C9-P 1'� sle-,"Wo P > Location of action: f4'S!v Asrsasj pi: Oe Cd&kO9 ve to Site acreage: Present land use: Present zoning classification:_ 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, OR co# ►�S!� (b) Mailing address: . ZS yr_�� U9r►_£ �w�rsf f ��;Akf G�'73/ (c) Telephone number.Area Code O S/(eI OCA', 3 '71 (d) Application number,if any: - Will,the action-be directly undertaken,require funding,or approval-by a,state or federal agency? Yes❑ No:O If yes,which state or federal agency„? . C. Evaluate the project to the followirig;.policies by;analyzing,flow the•project willfurther 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.-returnea;for completion. OEVELOPEWCOAST POLICY Policy 1. Foster a pattern of development-in the Town of Southold that entrances community character, preserves open space,makes efficient use of infrastructure,.makes beneficial:-use of a coastal location,and J minimizes'adverse effects of developinent.. See LWWRP Section III—Policies;Page 2 for evaluation criteria. ❑Yes ❑ No [4Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section IID[—Policies-Pages 3 through b for evaluation criteria ❑ Yes Q 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-S-through,461or evaluation criteria- .1 ' Yes;❑'.No �1�Tot Applicable ` Attach additional sheets if necessary u Policy 5. Protect-and improve water quality and supply in the Town.of$outhold. See,LWRP Section III $ —Policies Pages 16 through 21 for evaluation;criteria I ' ❑ Yes,F] No u.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. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See-LW' Section III — Policies Pages 32 through 34 for evaluation criteria. Q- Yes Q No Not Applicable Attach-additional sheots-ifnecessary -- - - _ Policy 8. Minimize environmental degradation 'in Town of Southold<from solid'waste and hazardous substances and wastes. See LWRP Section III-Policies,;Yages;343hroughJ8'for evaluatiojp,criteria. El-Yes :l "No dsot Applicable r PUBLIC CAST POLICIES Policy 9. Provide for public access to, and recreational use of; coastal waters;-public lands, and public resources of the TowA of Southold. See LWl3P Section III—Policies;-Pages 38 through 46-for evaluation criteria. 0- Yesn -No Mot 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. Yes [_1 No ❑/Not Applicable Attach additional sheets if necessary - Policy 11. Promote sustainable use of living marine resources 'in Long Island Sound, the Peconic Estuary and Town wat s. See LVVRP Section III—Policies;Pages 57 through 62 for evaluation criteria. F] Yes ❑ No Not Applicable Attach aMtional:sheets'ifnecessary Policy 12. Protect agricultural lands:in the Town of Southold: See LWRP,Section III—Policies; Pages 62 through G5 for eval tion criteria. ❑Yes ❑ No Not Applicable - Attach additional sheets if necessary .Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; ages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY �j�d f'fc� TITLE +�JsG o� ODATE 'L/ y .� - " �.� r♦� � 3+ F - .+y' fir+/ + . .o,i .! +rpt - •., 's� Ss:w.. r. - �`, • _y, y It - r x e. 46, alft ,r'�. .. r.• .{ 3 e,i 'SA •`.e.a i�i�'".' • J'�j•- 'i yl�yltp s d �i '1'`_t�" s R .T •h 4 z+ ��'�� •yri�. .FSS .;4`�'�'S' �'� '�„� ��jr t .Y j X f'"1 ,h.Lanti t,sss,,��� a�. 4c 44 '4 '.,A/ 1`�''�L'y �� t[ �F�ase. IBJ. ' ` •� t, ,.. ; .. i.. - ~� 'fir�'":.+�. � .� _;• - ,. '� ' ,*w . e fi t� AS ,. ,r Ar Rwww -44 I�r"""" �a Fans+1��rte...., ^•,,t- ,�aR"-�f '�..:�,� {$.�._ � �'�„- ' �'+� .:� .4-- `"-•;t^^e..s :a-mow., 5 - .... r, �! .•�- tib.. .+ .`r. � yk s r _ a � � �V'' �` � •+'lam! r x�'9e' v fey.'. •Y,, ' :'�,t �..' .f? �/1�, i4C'.�r-a� ~ �..a• . - i.` -y.� y / •pricy !"f --, vk� 3y :.. AMBROSIO SITE PLAN SI T UA TE 0 CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK d DP B�wA S.C. TAX No. 1000- 104-07- 16. 1 USa SCALE 1 "=30' APRIL 1 1 , 2019 DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED OCTOBER 10, 2018 UPDATE SURVEY NOVEMBER 11, 2018 REVISE SITE PLAN .5-54 -/ + NOVEMBER 25, 2018 REVISE SITE PLAN PER NYSDEC NOTICE 11/14/2018 WATER M 13/ •� IJL WIRE DECEMBER 14, 2018 REVISE SITE PLAN pUguC (J,yJ1) I JANUARY 30, 2019 REVISE PER ARCHITECT'S PLAN OF PP`IEMEt1< ..1 CONC.RING APRIL 11, 2019 REVISE PER NYSDEC NOTICE ,NEyNGWATER C10 ' EDGE �7 O-- I, M9 T� JULY 25, 2019 REVISED SITE PLAN OpugVC �`'�( 1 J x �� �Z}21G REIOCA u5F5 1i�/1 +G lv O i''WATER p1PEnp „ .F.1- uNE TO gE RELOCATED N ��'S1 pA A SEE METER o x 6 EXITE�X UNE TO gE� ANy10N � TOTAL AREA = 62,613 sq. ft. Exp 15096 15�1P,ut\I0 0 (TO TIE LINE) 1 .437 ac. x+�30++ E .,x ` , " ~R j1��'yP\��R UPLAND AREA = 29,943 sq. ft. \i `• •�J+ X / / TRIPLE TR ,•q�:, l '/ j p 1 TEST HOLE 1; 1 O001 1191PIP G Llt� .••° oVERN� TWIN TREE � �F1L1- i F � 1 O .• `\\,nT yYy�1 / a: ,� �•. I N z �' :'• i''. / Bio ��"•' R 5E�GTR1�K�E . .. TFt II 24 20• / A ppLY1-OI'9PNfl �, q� !t.-/, r:'..___: .�_..._..__' -__ � , FO 5P 50 ' _:C2 � 20 1 X 12 R15 q 1ST i t N N L12 12 0' F BRU��Up1.?'t•10 \2"1REE�;i �� "�� I � � ►"U p�IOW 3� 1N R� �.,i N s ���� N J'.✓ '�' d 1I / / / EXIST. DRr'e"AY Yy ^ i�' 2019 .. o12"TR� REMk TArlh 5 I �- �� 0,O >tl�1P j �6�p' Z a� , t ��p�>'/�(✓]\ Bp�I�' �� X 1J ! • v P•4a V• 0\5 Ft A r!� .:' �'/1 a IN 1„EE �_ ._� _- -• ^1 ':rT• i w__ A. 2:...:.............. , . •d 1 10' ,2 �p5E0 vint5 .� a•, :�, / . ............................ -- � / (� Gam• A I •p.: 1R O 03 OF4A' +•. r� °• d �•oo ::•:`:6.FL':b�is.:: IOE .�:r . \ 5 :'. .........f::x.: \� 10 (REE SEPTIC a cv 12 TR I YID ' Jf{ ::: . ' \ OF EX REMOVED 35. �.. � k "':.. .....Y::::::::' I �i 1EMO No 5 d .6'° 12.2 0. \ �.:.::: y�EXST. LP. .:. N TANK • E 4i �` ::H ;::::::?: SEE \ Y p, - 5 PROPO5E7 19:. ....40A::::: X 44 STONEI- ---_ ORCH pN SNFD _- o � _ rY 1::.4'.::::::::•::.... /Tp1N 26) pR�vE � � FLAG 513 \ I FpF t10 a' PPS TO glp�lTEELOCp a FLAG FLAG 3. PROP O1N e FLAG 4 �� y(RIP A Z CWoE WICK FLAG 1 3 SNOW o%, \ 1WIN TREFP 1 I. Sum UCU�OF n0� FLAG 4 �9 x..5 J� FLAG 9 - �,,� ONM �.,,O ut AS DGcF N OrEb li Lt Z 8 - FLAG e O� v C 1J=[[ .111. N OC7•09ert 3 ?0 A% FLAG 7 11z \Uy li= x 1g \ \d CD Mx� c p �trt (v CJD 'n O O A \ \N 5�, v a11� 111. IL EXISTING LOT COVERAGE OVER UPLAND AREA C W� DESCRIPTION AREA / LOT COVERAGE yy \�11, t nNOs \ \9� HOUSE, FRONT PORCH 950 s ft. 3.2% & OUTSIDE SHOWER q' \ \ REAR PATIO 700 sq. ft. 2.3% (3) SHEDS 250 sq. ft. 0.8Y. \ TOTAL 1,900 sq. ft. 6.3X X111, \I LII PROPOSED LOT COVERAGE a41 OVER UPLAND AREA + Q 1 DESCRIPTION AREA X LOT COVERAGE L rob N�) PROP. HOUSE WITH 2 PORCHES 2.180 sq. ft. 7.3Y. S 60• ,Sts \\ II 11 1`II' PROPOSED GARAGE 625 sq. ft. 2.1% PROPOSED PATIO 360 sq. ft. 1.2% '✓ �� I � 6, 44 0 �\ I EXIST. SHED 98 sq. ft. 0.3% I n �F\ 1' I U4 PROPOSED SHED 80 sq. ft. 0.3% S��' � 'O d^' Gtie\\ 1 TOTAL 3,343 sq. ft. 11.2% \ 6 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM BROAD TSA TERS COVE' EXISTING ELEVATIONS ARE SHOWN THUS:,MX \ EXISTING CONTOUR LINES ARE SHOWN THUS: -----X PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL - FIRST FLOOR DRAINAGE SYSTEM CALCULATIONS: G.FL - GARAGE FLOOR ROOF AREA HOUSE, PORCHES & PATIO): 2,490 s ft. Y 2. THIS PROPERTY IS IN FLOOD ZONE AE EL 6 AS SHOWN ON ( ) q' UNAUTHORIZED ALTERATION OR ADDITION ( ) 2,490 sq. ft. X 0.17 = 423 CU. ft. TO THIS SURVEY IS A VIOLATION OF FLOOD INSURANCE RATE MAP No. 36103CO164 H42.2 = 10 vertical ft. of 8' dia. leaching SECTION 7209 OF THE NEW YORK STATE 423 cu. ft. ZONE AE: BASE FLOOD ELEVATIONS DETERMINED / g p Dol required x EDUCATION LAW. 3. REFER TO PROPOSED I/A OWTS PLANS BY PROVIDE (5) 8' dia. X 2' high STORM DF'AIN POOLS COPIES OF THIS SURVEY MAP NOT BEARING ZACHARY T. CLANAHAN, ARCHITECT FOR PROPOSED SEPTIC PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: THE LAND SURVEYOR'S INKED SEAL OR NOT SYSTEM DESIGN AND DETAILS. TO BOSSED BE A VA DLTRUE COPY. BE CONSIDERED 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRIVEWAY & GARAGE AREA: 2,550 sq. ft. CERTIFICATIONS INDICATED HEREON SHALL RUN OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2,550 sq. ft. X 0.17 = 434 cu. ft. ONLY TO THE PERSON FOR WHOM THE SURVEY TO THE 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 434 cu. ft. / 42.2 = 10.3 vertical ft. of 8' dia. leaching pool required IS COMPANY GOVERNMENTAL ND ON HIS AGENCY AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PROVIDE (6) 8' dia. X 2' high STORM DRkIN POOLS LENDING INSTITUTION LISTED HEREON, AND INSTI- 6. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: TUTONE CERTIFICATIONS RE NOTTO THASSIGNEES OF THEING TRANSFERABLE. CONNECTED TO PUBLIC WATER. THE EXISTENCE OF RIGHT OF WAYS 7. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE AND/OR EASEMENTS OF RECORD, IF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW ANY, NOT SHOWN ARE NOT GUARANTEED. IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF SECTION A-A OA NO oacK FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, PROPOSED GRADING PROFILE PR IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE A scALE 1'=30' A BY THE L.I.A.L.S. AND APPROVED AND ADOPTED VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING 20:1 SLOPE PROPOSED GRADE 3:1 SLOPE PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION _ SOMA �' OF i`l i:��L AND GROWTH. EXISTING GRADE PROPERTY LINE ��°� �� PROPOSED FILL FOR THE SEPTIC SYSTEM GD f'.r i C rev SH/LL BE CLEAN SAND TRUCKED IN C? FROM AN UPLAND SOURCE ` ' APFROXIMATELY 1,000 cu. yds. OF C FILL SHALL BE NEEDED �, �:I, • TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) i DARK BROWN LOAM OL `j,��--.. �,�+�; 24'0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL InnN.Y.S. Lic. No. 50467 20'0 HDPE SECURE HEAVY COVER BY POLYLOC PROPOSED SEPTIC SYSTEM DESIGN BY: ZACHARY T. CLANAHAN, ARCHITECTEL BROWN SILTY SAND SM 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) HIGHEST EXPECTED GROUND WATE' 2,y' F.ELEV. F. HOUSE (HIGH TIDE ELEVATION BROADWATERS COVE PALE FINE SAND SP Nathan T of t Corwin E� �� FINISH GRADE FINISHED GRAD 12x 12 12 RI K D-BOX ELEV. 8.0' Lan Surveyor ELEV. 8.5' W/ PDB-12 RISER AND d- •O' 3.4' ROTO-FLOW 3050-4 LEVELERS GROUND WATER POER -1' MIN. LE WATER IN INV. EL min. PITCH 1/4"/1 PALE BROWN FINE SAND SP 7.7INV. EL 7.5' I/A OWATS TANK c Successor To: Stanley J. Isaksen, Jr. L.S. FUJI CLEAN CEN-5 - INVERT N TREATMENT SYSTEM I�7.3 ELEV.j V ; BOT. EL 5.92' 17' Joseph A. Ingegno L.S. ESB J ? Title Surveys - Subdivisions - Site Plans - Construction Layout ---------------- ----------------- - PHONE (631)727-2090 Fax (631)727-1727 BOT. EL 3.1' FIGHEST EXPECTED GROUND WATER OFFICES LOCATED AT MAILING ADDRESS 8' 7'-10 3/4"-y} 8 32' B-EV. 2.0' (HIGH TIDE ELEVATION BROADWATERS COVE) GROUND WATER PER TEST HOLE 1586 Main Road P.O. Box 16 ELEV. 1.0' Jamesport. New York 11947 Jamesport, New York 11947 I i P r s 1 � I — .- .._ _ ��-- ____''_'__ �•ail t i 1 A 04 KE11LDESIGN ASSOCIATES wC residential &commercial design• coruuHing P0.Boz 1675 phone: (631)433-9684 PATIO Southold,New York 11971 E-Maik ssbr16541?optonh.nef 6_D. Kehl Design Associates,LLC formerly�DDA K Associates,LLC PATIO 01�Jt3EF:SIT�'�i"��(5I�""D'i'.S�L7futtry l S: O ;--k, b b These drawings and specifications including the O ideas, design and arrangements represented 7T ZY4C therein, are the property of KEHL DESIGN �-i'- 1'-13� 3'-0 ' 1'-13fi' '441 ( ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which �; frI VZ they have been prepared without written consent. 31 4 x TT LVL Girder — ....... 4�XW LT Girder (3)l L41 LVL Girder --t _ 31 4 x LVL GFder 31 x LVL Order RA N O V t� �D L NOT FOR ( I <L � CONSTRUCTION! I COVERED -4• I � _ !Ay PORCH ez `" `~' USE UNLESS -o• '-o• 2z8 Rafters 16"oc. Z CERTIFIED BY ( r-7�; 2!- r-,�; r-,or ( z-o• r-a' PROFESSIONAL a s 11 s s s ENGINEER © 0 10510 FWG10080-4 10510 TW3046 3"SM TW3046 3"SM TW3046 Ax281v TW 3"SM TW304B 3'SM TW3046 9917 N � (2)t�X 914 LVL Hdr. 21 4 X LVL Hdr. (2)1�X ST LVL Hdr. xx Lo a o o N © ' o � 15,-8' ' WORK NOTES: BATH Q � � MASTER Q M DININGAREA OM � BEDROOM b BEDROOM N � M LIVING ROOM ' 1❑ M 39'-1' -x- 2668 LIZ ? 068 Stairs to be _x 15 Risers®8 v V 14 Treads 0 9.0 N Seg Total Tread to be 10• 5068 5068 �' N ® —1• — �4' o CL CL '-31;' '� CD CD LO x = ❑ 11'-x I ads——_— UTILITY �^ N r-1• ® (0 i, ( Ac -t11+" M 8 ,., �, N zs X 5�#• ROOM I POWD o va"`IY UNDER O ROO �' 6 2668 Drain Above 2'-4)r -?Y -10' r STAIRS CLb BEDROOM } ; �_s• �� 2668 ZMLBEDROOM N 3 l a:J Ol KITCHEN =m � (2}lx 11�LVL flush Bm �� MUD I BATH W ROOM �y N O � N in ve �m � •� 00 . 5 ISLAND FOYER ' ® i AT — — C, CL PROJECT: 3'-113' (opt) Shower o Re-Located �'_s• ' 5-19' , Drain Above if-, m �'��'. I Shower 6)2x4 Studs - � l �, I _ :4 •z;, S d _ _ 5'x20_L Flush Beam _ _ N 51'x4 20'LVL Flush Beam 21px 11 LVLT ( )��_ !!� _ /()�• _ O 21X 1114'LVL Hdr. 914'LVL Hdr. 21r'X LVL Hdr. 21 x 11 Flush 1 Stl Fl.PI. x Sinpson THDH612 or Equal l Flush Beam • ' I Simpson HGL a Equal v r a 4' � �Rp���� o ,_ " TW21046 3"SM TW21046 ` 81v TW21046 3 SM TW21046 44-�� 2X6 Rafters 16 oc.10 10 11 10 2068 LAUNDRY ROOM ' 3 6080 DBL DOOR 12 1940 MASON DRIVE 2z6 Rafters 16"oc. ^ ❑ Hdr. o 514• 7-s>4' l-' vl Hdr. =� co CUTCHOGUE, , 1193v 2IY4 X L �, 21�X L cO cn TW2010 31SM 410 TW2PA10 3,sM TW210410 21 0 •� cxo LID =DRAWING TITLE: I FIRST FLOOR PLAN / SECOND FLOOR PLAN (2)1 "x 9 " LVL Girder (2)14"x 9 " LVL Girder — (2)14"x 9 " LVL Girder 'NOTES: l THESE PLANIS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL 11HOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WU.BE 64PROSECUTED TO THE FULLEST EXTENT OF THE LAW.CONTRACTORS SHALL VERIFY ALL ALL FIRST FLDDR IIINDOWS FIELD CONDIMS AND DIPENSIONS AND BE SOLEI RF"SIBLE FOR FIELD FIT. THE AND EXTERIOR DOORS TO 8-0316 -O fi S-11 ' 7-11 '-7Y' -5 ' DESIGN PIWFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR BE SET AT 8'-0' N ORESEENI FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. 6'-035• T-10 16'-03g' _44 A B f'ROVIOE HURRICANE STRAPPING IN 4'-0' SEAL: DATE: ACCORDANCE WITH THE SEPTEMBER 29, 2018 2015 INTERNATIONAL ME PROJECT NO: CODE UPDATED PATH THE 2016 INFORM CODEODE SUPPLEMENT. S C 0FLOOR 14'-735' 9-5 If- tar- , 1036-2018 0'-0' SCALE: 1/4"=1'-0" DRAWN BY: ALL HEADERS ARE TO BE INDICATES TO RE-USE EXISTING WINDOW BDK (2)1Y4 X W LVL UNLESS KED BY: OTHERWISE NOTED DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE HEET NU ER: 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 NOTE: PROVIDE FIRE BREAKSLIMITATIONS 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 A102 AS PER 4 4 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE THE 2015 INTERNATIONAL PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. RESIDENTIAL CODE UPDATED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WITH THE 2016 UNIFORM FIRST FMEQ SUPPLEMENT 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization SCALE: 1/4"=1'-0" 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. Verif all conditions codes, and requirements with such © W11= ac INDICATES TO RE-USE EXISTING MNDOW P Y � q 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 12 SMART VENT FOUNDATION FLOOD VENT 7 SMART VENT FOUNDATION FLOOD VENT ifM—OMINWalm -- __0 SINGLE INSULATED FLOOD VENTS SINGLE INSULATED FLOOD VENTS FLOOD COVERAGE = 200 SQ.FT. L 11 111111 11 WFLOOD COVERAGE = 200 SQ.FT. KEHL DESIGN ASS14CIATES IL>r INSULATION — R VALUE = 8.34 INSULATION — R VALUE = 8.34 KP residential &commeroialdesign a consulting ROUGH OPENING = 16.25"x 8.25" ROUGH OPENING = 16.25"x 8.25" VENT SIZE = 16"W x 8"H x YD VENT SIZE = 16"W x 8"H x 3"411 IT 11 1111 111111 11-111 11 IT PO.Box 1615 phone: (631)433-W THIS CRAWL SPACE REQUIRES A THIS CRAWL SPACE REQUIRES A Southold,New York 11971 E-Mail ssbn654@optonine.net MIN. OF 9 SINGLE UNITS OR ANY MIN. OF 9 SINGLE UNITS OR ANY COMBINATION OF UNITS NTH A FLOOD COMBINATION OF UNITS WITH A FLOOD Kehl Design Associotes,LIC•=D A K Associates,LLC COVERAGE OF 1800 SQ.FT. COVERAGE OF 1800 SQ.FT. BASE OF FLOOD VENTS TO BE SET BASE OF FLOOD VENTS TO BE SET iJwr�iERsHiI�& ioocUMrrrs: AT ELEVATION 7.0' OR LOWER �— Top of Existing Wall AT ELEVATION 7.0' OR LOWER 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. LL1 Top of Existing Subfloor NOT FOR _LP x 11To of TJI210 7" Floor Joists CONSTRUCTION $ Bottom of TJI210 x 11 g" USE UNLESS _ Floor Joists CERTIFIED BY 16"x10"PermaWrop Re—Located PROFESSIONAL Recessed Craftsman Shower ENGINEER Column ®m 18" x 18% 24" Q Stone Pedestal Base Top of New Subfloor WORK NOTES: —C Top of New TJ1230 x 92" Floor Joists Bottom of New T1230 x 91' 51 Floor Joists NOrm"IH ELEVAT10iva- Top of Foundation SCALE I1,r a 1'-0' 12 � 7 11 Top of Existing Wall PROJECT: FT A VQ_ _ _X_ r�tl� _% N R =V*2 D '2m C Em Top of Subfloor 19,1 MASON DRIVE Top of TJ1210 x 118" Floor Joists CUTCHOGUE, NY, 11935 —� Bottom of TJI210 x 118" Floor Joists I DRAWING TITLE: 12"x8"PermaWrap � Recessed Craftsman SMART VENT FOUNDATION FLOOD VENT ELEVATIONS SINGLE INSULATED FLOOD VENTS Column 12' x 12"x 24" FLOOD COVERAGE = 200 SQ.FT. AS NOTE® Stone Pedestal INSULATION — R VALUE = 8.34 N01ES: Base ROUGH OPENING = 16.25"x 8.25" THESE PLANS ARE AN INSTRU INT OF THE SERVICE AND ARE THE PROPERTY OF THE To of New Subfloor " " " DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO.INFRINGE OUTS WILL BE —C Top of New TJI230 x 9'" Floor Joists VENT SIZE = 16 W x 8 H x 3 D PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL A 2 THIS CRAWL SPACE REQUIRES A " FELD CONDITIONS AND MOM AND BE SOO RESPONSIBLE FOR FIELD M. THE �— Bottom of New TJI230 x 92MIN. OF 9 SINGLE UNITS OR ANY uDESIGN NFOREsPROFF I ESSIONAL ASSUMES NO ooNDnloNs AND ORLIABILITY ADDnIOFOR s ASED ISIONS DUE TO UNKNOWN OR Floor Joists COMBINATION OF UNITS WITH A FLOODSOUTH FOR1dAUY ACKNOWLEDGED AS REmsloN To THESE PLANS Top of Foundation ELEVATION COVERAGE OF 1800 SQ.FT. SEAL: DATE: BASE OF FLOOD VENTS TO BE SET SEPTEMBER 29, 2018 AT ELEVATION 7.0' OR LOWER PROJECT NO: SMART VENT FOUNDATION FLOOD VENT SINGLE INSULATED FLOOD VENTS SCAl.E:1/4"=1'-0" 1036-2018 FLOOD COVERAGE = 20 DRAWN BY: INSULATION — R VALUE = 8.34 BDK ROUGH OPENING = 16.25"x 8.25" HECKED BY: VENT SIZE = 16"W x 8"H x 3"D DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ©COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE THIS CRAWL SPACE REQUIRES A 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 MIN. OF 9 SINGLE UNITS OR ANY LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZAII0I. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A nO COMBINATION OF UNITS WITH A FLOOD THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERAGE OF 1800 SOFT. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. BASE OF FLOOD VENTS TO BE SET 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 509 ROPIDER: OF AT ELEVATION 7.0' OR LOWER 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization 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 ®lea ASOCUM 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. yr I 1 3 i�7_.IL1 1 SMART VENT FOUNDATION FLOOD VENT 1 -- -- SINGLE INSULATED FLOOD VENTS 11 If 11 11 IT 11 111111 11 IT 11 11 IT 11 11111 11 IT I I I I I I I I I 11111111 11 11 FLOOD COVERAGE = 200 SQ.FT. KEHL DESIGN ASSOCIATES u�c INSULATION — R VALUE = 8.34 12 12 n3sidenticd &com nen:lal design•consulffng ROUGH OPENING = 16.25"x 8.25" 7 1 17 VENT SIZE = 16"W x 8"H x 3"13 phone: (631 433-9084 THIS CRAWL SPACE REQUIRES A Southold,New Yak 11911 E-Mail ssbn&1A aptonh.nef MIN. OF 9 SINGLE UNITS OR ANY COMBINATION OF UNITS WITH A FLOOD KeWDeslgnAssociotes,LLC. DAKAssociotes,LLC COVERAGE OF 1800 SQ.FT. 1 BASE OF FLOOD VENTS TO BE SFT H Ll 11 AT ELEVATION 7.0' OR LOWER 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. �12 - 4 NOT FOR 4 12 CONSTRUCTION USE UNLESS CERTIFIED BY A 16 x10 PermaWrap PROFESSIONAL Recessed Craftsman 12"X8"PermaWrap ENGINEER ColumnA:j r— Recessed Craftsman Column i'8" x 18"x 24" S12" x 12"x 24" Stone Pedestal Base Stone Pedestal Base WORK NOTES: WEST ELEVATION_ SCALE:114'=1'4r 111111 Jill 11 111111 111111 fill III Jill 1111 HIT 12 17 11 Jill 11 1111111 'o� fill I 111111 111111 111 1 11111 1111 11 11 111 11 111111 1111 111111 1 111 11 11 11 11 111 Hill 111111111111 1 1111 11 111 1111 Ilu Jill 111 11 11 11 1111 111 11 11 11 PROJECT: t;�)u%0 3 1(a ltftA 12 12 , 4 1940 MASON DRIVE 4F CUTCHOOUE, NY, 11935 LT DRAWING TITLE: 12"x8"PermaWrap ELEVATIONS Recessed Craftsman , FFAS NOTED Column N 01 ES: 12" x 12"x 24" 1 Ll L if 18" x 18"x 24" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFHXED HERETO.INFRINGEMENTS WILL BE Stone PedestalL ____- Stone Pedestal PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VEREY ALL Base =--- — _ _ Base FIELD COMMONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT.THE DESIGN PRWFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOnN OR UNFORESEEN HELD CONDITIONS AND OR AMMONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLED(ED AS REVISION TO THESE PLANS FV FV FV SEAL: DATE: SMART VENT FOUNDATION FLOOD VENT SEPTEMBER 29, 2018 SINGLE INSULATED FLOOD VENTS PROJECT NO: FLOOD COVERAGE = 200 SQ.FT. EAST ELEVATIOlks! 1036-2018 DRAWN BY: INSULATION — R VALUE = 8.34 BDK ROUGH OPENING = 16.25"x 8.25" SCAM:1W=1'-0" NECKED BY: VENT SIZE = 16"W x 8"H x 3"D DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB CODE UPDATED WTTH THE 2016 UNIFORM CODE SUPPLEMENT. ©COPYRIGHT 2018 KEHL DESIGN ASSOCIATE'S, LLC ALL FLOOR PLANS AND ELEVATIONS ARE IHEIT PUMPER: THIS CRAWL SPACE REQUIRES A 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 MIN. OF 9 SINGLE UNITS OR ANY 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 OFA '02 COMBINATION OF UNITS WITH A FLOOD THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �/ COVERAGE OF 1800 SQ.FT. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. BASE OF FLOOD VENTS TO BE SET 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) OB-NUM--ER: AT ELEVATION 7.0' OR LOWER 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization 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 ® D=1. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.