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Home My WebLink About1000-104.-7-16.1 t OFFICE LOCATION: O��QF SU(/TMAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) N Nr Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: January 14, 2019 Re: LWRP Coastal Consistency Review for SCOTT & SUSAN AMBROSIO SCTM# 1000-104-7-16.1 Brett Kehl on behalf of SCOTT & SUSAN AMBROSIO request a Wetland Permit to demolish existing one-story residence; existing foundation to remain and be raised approximately 2' in order to meet FEMA elevation requirements; extend foundation approximately 10' landward; construct a proposed 34'1"x34' two-story dwelling with 34'1"x2'10.5" front porch; raise existing 30'8"x22' waterside patio approximately 2' and modify/lengthen existing 7' wide steps to ground off patio to accommodate new height; remove existing outdoor shower and construct a 4'x10'6" outdoor shower with two (2) new steps to grade; abandon existing septic system and install new septic system on the landward side of the dwelling; add 900 cubic yards of clean fill landward of dwelling for the proposed sanitary system; move existing 8'4"x12'3" shed closest to the dwelling approximately 7' landward; replace existing wood tie planter with new 3' wide by 28" high wood planter around waterside patio and re-vegetate; install a raised 4'x8' platform for two (2) A/C units on westerly side of dwelling supported by a 12" sona tube on an 18"x18"x12" concrete footing; install gutters to leaders to drywells to contain roof runoff, and install a line of silt fencing prior to and during construction, as per Chapter 236 of the Town Code —Stormwater Management. 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered. The proposed action is located within a NYSDOS Significant Coastal Fish and Wildlife Habitat Area. Correspondingly, the NYSDEC Environmental Mapper indicates that the parcel is located within a rare plants and rare animal area. This area identifies generalized locations of animals and plants that are rare in New`York State, including but not limited to those listed as endangered and threatened. Impacts-to protected species are not expected. To further Policy 4 the following is recommended: 1. The proposed placement of fill on the parcel with a (unspecified amount and type of material), may cause storm water to run-off towards the adjacent property located at 2050 Mason Drive. It is recommended that the Board address the issue. To further Policy 6 the following is recommended: 1. Maintain the 10'wide no turf/no-mow zone landward of wetland boundary as established in Wetland Permit 7002A. 2. Highest expected groundwater is shown at 2.5 feet below the surface due to close proximity of surface waters. The installation of a I/A OWTS is recommended. Degrading the water quality in Cutchogue Harbor or the adjacent wetlands and creeks,would adversely affect the biological productivity of this area. All species of fish and wildlife may be affected by water pollution due to cumulative nutrient loading from on-site sanitary systems. Grant money and funding may be available from Reclaimourwater.info 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 t . ....,.•�....,:'-�^`-..•—.-,+i.r�.... .� .'.ems.. .,.-..... J. y •'Sgy^. :exp [ � 'fit .iC'� �RR c a.P�,a.•,�t,.•u,�s°•_��..i .; .. '4 ?�..• �� 'f+,�'n `�.SR•«1 � k��.. " a �� t ..dna air• � �� ..r '�; +`?ti`t�,31."� ,..^."` '•t•��9"}'�'�Y"�y'',�ips�+s.M�.t11�`^K;� ,. loss loss VN y n t' ~0.��,jr t y7 fe - i tr'?p.�►� "..•.' c '"fir 9 t. _fes. ar, ��.;,'f•�`^4` i'w � �� p�A IL „T�.•, ff� � •'��'�",�,�,>��+'^} '"�:: .a-. �, O - �,' t x"_i4�.��'-�>�', _ � !4r"'. �_. '<t�".`.� ��i�� of ,y�y, r• �. - 'r' ',4", � v�`��"-"'3`�.•i. .,.�ar•+�� f.Lr.. w'e, .,,• « 'l",�;.. �� .�� •Y-_ - �w.' "�`�`�K• ••>ti•..- s, nya�� "'S:�< .i�.�'>.r ��.,`� ,�, �� rt�,��,.5. • .l'� ,. .fJ � `._.Set r"'GGw •' .? ,. '1P_ -��r... M' ' ;ff4 I i - ta- EnDo E C -E7--VY-Er-, Pp Town of Southold NUv v 0 2. I:, RP tONS,ISTF14C ASSF+SSMENT FORM sautti010 Town Planning Board A. INSTRUCTIONS 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"lrea. 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 ,tci its .signili+`:aaa beneficial and adveise.effe-cts Von the c astdt.Brea fghith.includm all tit'Sbuthold Town: 5 3 r 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. T sA efich nicswer must be explained-in detail. l OMA, :both sao*wtin :anA pion sMptbrting,ftets. 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. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAMEi'� The Application has been submitted to (check appropriate response): Towyn Board 1-1Planning Board❑ Building Dept. l�J Board of Trustees 1 I. 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: Cantrell, Elizabeth From: SCOTT AMBROSIO <saa844@optonline.net> Sent: Wednesday, October 31, 2018 4:09 PM To: Cantrell, Elizabeth Subject: Ambrosio Mason Drive Cutchogue Please add to my application Prior to and during construction a Silt fence and hay bales will be set in and around the side and back perimeter of the house to protect any debris from entering the wetland areas. As per engineers approve plan three (3) buried storm water leaching rings will be installed to capture all roof rain water run off Thank You Scott Ambrosio 1 f r 333 All. iiim ,,. AIM1, r,. M �Ma molf-Mas=1 i � r tI i r M ' , I IUD hL uVi avJ 'TAE, s,blq- a� '!tom 5ttowf,L . Pow Ws L—L- 1 inti t 0k �t; crJ r wA L t F F'I ovate Lf-vX I r a F i CSE Pc.Ai f=b r5 2 l 0`r ALSO J E- Ft PJ r s t IEW. —A) i { - i s - ; f f Location of action: Site acfeage: r S_ 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;of4p cO (b) Mailing address'- l17 _3 ddress 117 _3 i (c) Telephone number:Area Code( ) 'S�'t(ec `P ' 3 � _- (d) Application number,if anrZ__A Will the action be directly undertaken,require funding, or approval by a state_or federal agency? Yes L 1 No If yes, which state or federal agency? i 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 willffuither each policy. Incomplete answers will"require that the form be returned for completion. DRVEILOPED COASTPO I Policy 1. Fo#er a pattern of development in the Town of Southold that enhances community character, preserves open space, snakes efficient use of infrastructure,snakes beneficial use of a coastal location, and minimizes adverse effects of development. See L IYP Section III—Policies; Page Z for evaluation Wyeseriterl ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources "of the Town of Southold. See LWRP Section Ill[—Policies Pages 3 through 6 for evaluation criteria LJ Yes No !=1 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 121"Yes E]. 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 LWIj' Section I I—Policies Pages 8 through 16 for evaluation criteria des Fl No El Not Applicable Attach additional sheets if necessary Policy 5. Protect-and improve water quality and supply in the Town of.Southold. See LWIC Section III —]Policies Pages 16 through 21 for evaluation criteria E 'Yes 1:1 No n 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 fi it C Attachadditional,shi ets ifn'ecv""pary Policy 7. Prot'ect�An'l improve air quality in the Town of Southold. See LWRP.Section III — Policies Pages 32 through(3b4�,to -,evaluation criteria: Yes ❑Noll iNot Applicable Attach addifional;sheeig" necessary Policy 8. Mininniae 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. � Eyes 'f�—} NoIy ❑ NO'Applicable PUBLIC.COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal wafters, public landk, and public resources of the Town of'Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye�j Nov Not-Applicable Attach additional sheets-if necessary r ___ WORKING COAST POLICIES il Policy 10. Protect,Southold!s water-dependent uses and .promote siting of new water-dependent uses in suitable locations=icable Section III Policies; Pages 47 through 56 for evaluation.criteria. Yes ❑ N®, i Attach additional sheets if necessary- Policy ecessaryPolicy 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. No,❑ Not;Applicable 13'Yes Attach additional sheets,if'necessary .Policy 12. Protect agricultural lands in the ']Gown of Southold. See LWRP Section III—Policies; Pages 62 through 65 fore evaluation criteria.Yes El No U 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. 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BROADWATERS COVE \ m e \ +e \z 16 TOWN OF SOUTHOLD \ 1.. to a \� 1 31. 1) � t l a1 \ 3 4 3 w \ i Ne) O � I a •�j 1 3 • 5 ° ° P 14A - / rte+)` ✓ ~ 3� Ila � HAYW/1TER COVE 10 13 14 o ♦ "- p �- ------ --a— �.� --.-- N0710E COUNTY OF SUFFOLK © e a �^ SOUTHOLD SECTION NO E —�— 1211 O2 """"' — -- --^-- w..n.. ..Ktcnaon.+r•w, .u., Reel Property TaxSernceAgenq r E _ ". --.-- —.-- 'wwnbxo n.ox oxo.c 7�F•+11i e^um GnwrWa wC.NY11M1 o 104 N •...-= ear a �". ".v u. -- -- o.�v.--.-- Hoot wnnExrExr•Sot 3' " A p w...... a .. n,.W)vo..`.. --.-- o.ru.--w-- Bpµwaversnt•v•Fwcc•xrcr '�q:° P m¢r xD 7005 PROPERTY MAP SURVEY OF PROPERTY SITUATE ® CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK °W `NG S.C. TAX No. 1000- 104-07- 16. 1 ,is PUBLIC WAR SCALE 1 19_3 f AUGUST 19 009 ''. x5-V. DECEMBER 1, 2014 SHOW PROPOSED LOCATION OF SHED .•. OCTOBER 10, 2018 UPDATE SURVEY IN STREET -� 7� •. x� � .•. e T1 GUY ,PUBLIC WATER v e• ."<!' i .•,:-A d y Ul WIRE lL, • .d." : . , ' f ' G R\NG TOTAL AREA = 62,613 sq, ft. DWEg GGWp�R 0� "5_15 x T.• ` •: e .57.94 ��-4.71 O'"GAN (TO TIE LINE) 1 .437 CJC. .•. .. ° a � EN �•' USES •: EV_E OP PAVEM 4. ` MASER I APED R LINE UPLAND AREA = 29,943 sq. ft. .... xy" ... `�• , •. ++ r ,' EE 15(•WAS UN6 ;. e. . .. d. .., .. +50 t ' '•�::' \4" TR 1R x4.6 EEEpCPSEO °5 1 To gE \33 e 12 TREEiI 12 W ... ^ L .5_11N 93 x4& TRIPI E TEST HOLE 1 A CER TIFIED T 0: ' d \po x I O ..e ,1'• ` ' - �� ' RNF3D W`RES ;.. .: ;� m 1' SCOTT AMBROSIO NE 0M pKpP p• � I," :`:. 24" 20' 1 \G UP1E x� S.J 2 r A s ti�G app�' so 4" cr. t..` / __% fn PROPOSEDOVER UPLAND ARE RACE zz •i \ , ♦ IVB / 3.7 \` _:J Im a P/O R Mo E�WPY DESCRIPTION AREA X LOT COVERAGE TOB PROPOSED HOUSE 1,138 sq. ft. 3.8% Z T � x �.J .. e• : 20' REE 610 0� •4•o t •n.• ' 4 STORY cTVREs PROP. (2) PORCHES 404 sq. ft. 1.4% 12 SEE EXI O.IPORCNVEO S e Pp Ft PROPOSED PATIO 330 s ft. 1.1% 0 x PvyAO � y: :- 12 TREE TO BE q EXIST. (3) SHEDS 250 sq. ft. 0.8% Q sti�y,F pUT51 :::::;µ--,- _ 1 G SEPTIC TOTAL 2,122 s ft. 7.1% FO �� ... ;r:f: 'Ff[.. }. W \ OF EXISSINREMOVED q' EDGE ' �, it y \ pRF� Ta BE C _ L d 3=.6�.. 12• o. OF(qWN ' ` vI r 2 5(ORY ::::. F SYs t4oTE No• 5 O p.20P: cF I4 4 SEE ME 0 3-7 NW'O • sG :aCS ggE344 12, \20.2 O a� y:"l-:':::•.::.::::!;.:( :.:':``" TREE SHED y\p O Nry y::. ... Pp:T10 TWIN A� LAG 5 � rF� A5' FLAG 2 t�.\ FLAG 6 ' yoOCJ TIE x FLAG 3 �\ 1P E I.O' FLAG 1 1ANDN,q 1N TREES �1II. 6y SUF 0�U fNVOF 7)D FLAG 4 �� x9& x FLAG 9 G °^ fR01JyeNTgW CL4N�lT1NGD�cN OT fD �1I1� ��L FLAG 8 '-'0% r N OCTOBER 3 FLAG 7 \ A �p `� r 1 z f 2p 18 1 \ y ,;a;d \J Z 2 6 C7 r cam`' y � „I►' \\ \\ \ \ -1-1 1z T/1 X111. y - ��LANOS \`,\\ A 1ILI 1 1 4kpIF Lo IL F dll. ,111, 7,9" \ F DRAINAGE SYSTEM CALCULATIONS: /V 6 �t (0 0° 1 ' ROOF AREA: 1,860 sq. ft. �\ 1,150 sq. ft. X 0.17 = 195.5 cu. ft. 195.5 cu. ft. / 42.2 = 4.6 vertical ft. of 8' dia. leaching pool required SO'' PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: \ ZVI \ NOTES: 1. ELEVATIONS ARE REFERENCED SH N.A.V.D. 1988 DATUM BROAD TSA VERS COVE EXISTING ELEVATIONS ARE SHOWN THUS:xx,x \\ EXISTING CONTOUR LINES ARE SHOWN THUS: -----X -- --- PROPOSED CONTOUR LINES ARE SHOWN THUS: F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR Y 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL 8) AS SHOWN ON FLOOD INSURANCE RATE MAP No. 36103CO164 H W ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. 1 TANK; 8' DIA. 4' LIQUID DEPTH. 4. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. TEST HOLE DATA 6 GALLEYS, 2' DEEP (8.5'X4.75') (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 23, 2009) PROPOSED 50% FUTURE EXPANSION GALLEY EL 4.4' 0' DARK BROWN LOAM OL F PROPOSED 8.5' LONG X 4.75' WIDE X 2' DEEP LEACHING GALLEY 1 �'• t '' EL 2.0' BROWN SILTY SAND SM PROPOSED 1,250 GALLON SEPTIC TANK HIGHEST EXPECTED GROUND WATER 2.4' 2.5' PALE BROWN FlNE SAND SP 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD FLOATING DOCK OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EL. 1.D' 34' GROUND WATER PER 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND WATER IN PREPARED IN ACCORDANCE WITH THE MINIMUM REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. PALE BROWN FINE SAND SP STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 7. ALL PROPERTIES WITHIN 150' OF SUBJECT PROPERTY ARE BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE $Y..:FH€•.NEW YORK STATE LAND CONNECTED TO PUBLIC WATER. 11• TITLE ASS O�h4Tl0(V �.�. ,{rte OF Nrf° PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) v?" , ELEV. 100 6- FINISHED GRADE FINISH GRADE ELEV. 8.5' ELEV. 7.5' 1' MIN. TOP EL. 6.5 �-' -•; TOP EL. 7.5' 1 MIN. MIN. 4" DIA. 6" APPROVED PIPE APPROVED PIP LEACHING LEACHING T 3' CLEAN` r, GALLEY GALLEY r? SAND >y i Imo' EL-"" 5 in. PITCH 1 4" 1' SEPTIC min. PITCH 1 8" 1' , o o / / / ✓ COLLAR "` -` ✓ INV. EL .3' TANK INV. EL. INV. EL. 5.7' o �"" ti%)�1.1 ', N.Y.S. Lic. No. 50467 8. BAFFLE UNAUTHORIZED ALTERATION OR ADDITION a t h an Taft Corwin I I I DISTRIBUTION POOL OF GROUND-WATER TO THIS SURVEY IS A VIOLATION OF BOT. EL. 4.0' ELEV. 2.0' (HIGH WATER BROADWATERS COVE SECTION 7209 OF THE NEW YORK STATE Q 5 POOL SYSTEM ) EDUCATION LAW. Land S la r V e o r 1.250 GALLON SEPTIC TANK (1) " 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. COPIES OF THIS SURVEY MAP NOT BEARING y 1 TANK; 8' DIA. 4' LIQUID DEPTH THE LAND SURVEYOR'S INKED SEAL OR 2. CONCRCTE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 26 DAYS. LEACHING GALLEYS (6) EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3-, A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4'. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Successor To: Staple J. Isaksen, Jr. L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 6 GALLEYS; 2' DEEP, (8.5' LONG x 4.75' WIDE) CERTIFICATIONS INDICATED HEREON SHALL RUN Y 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4-) LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. IS PREPARED, AND ON HIS BEHALF TO THE ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). TITLE COMPANY, GOVERNMENTAL AGENCY AND Titre Surveys - Subdivisions - Site Plans - Construction Layout 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. LENDING INSTITUTION LISTED HEREON, AND 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS S OF RECORD, IF THE EXISTENCE RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. JOrnesport, New York 11947 Jamesport, New York 11947 U SES p�B * c ,* • �. •A. ,4 • •A• ; • . ' DEC pDg C WA Q e' A LiL )NIR 4• ' 4 a A . • RING � 1 o •.aa .,, • 4 Av 4.7 x.` . • EQGE a •4 , . — T i p1PA- � 11�� • ',�• • • : ds. •e• d• d .. f � ss �5 � � • ; 14" CR��' .�� .6 ��,CTR�C • • • •. : ' a A �� ,,,r . " & � � RFS•-ocA 10 • — X 4 s V s 1 �R �1U L11-� e �Z +• � ---' ' • � 12" �RE� � C� XAS . • , 'S. �R1Pi-E a 4 TEST HOLEi o �R t cc w d •' - C7} 5-7 2 4.5 20" � cn 20 3-7 fo x ; �t. • d. a::. 0bf •twiN �R •�Rj, 4b . okjs d :. a:: ,4 �E S�oR�i 5-+�R1.�G� R \ ky p �, A � 4 x 1 Exit . DRGN & TREV, 10 4.0 ... fit-. qAG �;:�� of .2EDGE �, �– ' A of4yVN �' �-- t� � `� 1M "t4 hyo. 3-7 IAA cosy,, ti : . .... ... °: ' Q G i -gyp i .... •:. -- LAG 5 FLAG 2 ' .� FLAG 6 3.7VAO X-42 - - , FLAG 3 1.0 FLAG 1 IANoWTREES J?y AI��, �` •�w1N SU FpLk tetT OF Tt FLAG 4 ��'� x x FI AG 9 t�oNA'ENrAWrPlAND 0, L coNSULT S FLAG 8 ON oc3.8 3, 2018 FLAG 7 , \ OCT 2 6 f GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONALCONTRACTOR N 0 T E S �� --= General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: �j�`j� ('�TT��(r� 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 KEHLDESIGN ASSOCIATES, L[C INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. residential & commercial design . consulting UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailingschedule shall be in accordance with the specified code. p C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. p AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES Southold,New York 11911 E-Mail: ssbn654�o tonline.net b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. 3• E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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. KenloeSlg�ns5oclotes,�LcotormeAyoa KAssoclores,�Lc SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, '"'7/////f%///%/ 7 4. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 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. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5• b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 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: copied, disclosed to others or used in connection with any work or project other than for which 6. 8. Desi n values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 9 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, 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 8. ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: 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 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 BPM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . 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 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 12 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 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 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 REQUIRED 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 OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE OIEAND SINGLE MULTIIPLE-STA ION SINATION ACCCORDASMOKE NCEALARMS H 20 5 WELL INTERNAT ONABLORESIDENNTIADLE CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE S-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees4 YES 1984/1998 G NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, La, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. AND MINIMUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN FALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE • k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (91444mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL NIBBLE TEST OF ASTM E 1996. NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER" AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. - -7STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11.1mm) AND PROJECT: HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING NO SUBSTITUTIONS PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED T0, FRAMING SURROUNDING THE All framing hardware shown on these plans, 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZIED OPENING. PANELS SHALL BE unless otherwise indicated, is Simpson Strong-Tie, HEIGHT BUILDING. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED j6t*MBR*1%0S10 THE VERTICAL DISTANCE FROM GRADE e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized. PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =24'-W" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due to the relationships of framing hardware to ER E S I D E 1112 C ti INTERNATIONAL RESIDENTIAL CODE 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 the other components of the structure, any framing UPDATED WITH THE 2016 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 MPH INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions will render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and void, and well result in the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and 1940 MASON DRIVE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE TO GRADE 29'-4 " J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p y CUTCHOGUE, NY, 11935 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3, GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET 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 THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL LUMBER SPECIES AND GRADEPERMITTED TO BE UNPROTECTED. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT, DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES 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 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. CRAWL SPACE 816 sq. ft. K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET _ - NEW CRAWL SPACE 254 sq. ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE N0 EX. BASEMENT NA . ROOMS. 8 WOOD SCREW- DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR 1138 sq. ft. INCH EMBEDMENT LENGTH FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR 952 sq. ft. NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DAl E: NEW SECOND FLOOR NA INCH EMBEDMENT LENGTH NEW BALCONY NA LOFT NA Y4 INCH DIAMETER LAGSCREW- SOF NEIN YC PROJECT NO:ER 29, 2018 BASED ANCHOR WITH 2 16 12 9 © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. gAP �-N O. E3 ATTICHOUSEa NA rf PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '�� 1036-2018 ATTIC (HOUSE)(b) NA O' DRAWN BY: GARAGE NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. � 4C. t ' ". =�` PLANS MAY NOT BE REPRODUCED WITHOUT "r xF 4. ` BDK ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS 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 n", rtCHECKED BY: BONUS ROOM NA OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 WRITTEN AUTHORIZATION. ry INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. 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 SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC, �� Of;1f;(,8 4,-`` SHEET NUMBER: EX. DECK 368 sq. ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEF'OFE:;S10\1` EX. COVERED PORCHES 307 sq. ft. c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN G 1 COVERED ENTRANCE 113 sq. ft. length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. Acceptance of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 0 IEIfrDFSIGN•A%0CIATBS,uc (a) WITHOUT STORAGE (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION " Uzi//� USE A MINIMUM OF TWO 8d NAILS THIS MTS20 LTS20 ALLOWABLE LOADS '•2 UPLIFT LOAD SIDE OF TRUSS. DOUG-1-1h LARCH / SO. FINL PROVIDE (1) HGAIOKT ON o SIDE OF CEILING JOIST �� i I ��TI FASTENERS LATERAL WITH TOTAL FOUR o _ _ MODEL GA UPLIFT UPLIFT (133/160) 8dx14" CODE 8d NAILS /• AND ON SIDE OF RAFTER _ ?/ N0. TO TO TO AVG NAILS REF. INTO TRUSS -- ULT. ti tdL� i RAFTERS/ PLATES STUDS (133) (160) F F (133& STU 8" TRUSS 2 SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES •j_ _ � residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 o - DIMENSIONS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ'x12 ° ° PO,Box 1675 phone: (631)433-9084 FASTENERS TWO o (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o ° AVG INTO ° .°. >• ° Southold,New York 11971 E-Mail: ssbn654@opfonline.net MODEL GA ULT. LFTA' LFTA REF. NO. MAX. CLEAR PLATES °0, S I WIDTH PAN L QTY DIA 1}" 2" 2�" 3" 3I" 1�" 2" 21" 3" 3}" EIGHT ° Kehl Design Associates,LLC o formerly D A K Associates,LLC 8d NAIL 1205 1400 5, 44, 85 INTO S P 4 LFTA 16 2J" n" 3s$"1s-1od — 4200 STUD ° OWNERSHIP & USE OF DOCUMLN i S: ° DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS3 ,° These drawings and specifications Including the MODEL L AVG 10d 10d x 1�" CODE NO. ULT. REF. LFTA LSTA21 ° property 1od 1od x 1�" ideas, design and arrangements represented therein, are theof KEHL DESIGN (133 / 160) (133) (1so) °° ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 31165 1000 840 1000 3, 41, 128 °° o° HGA10 ° with any work or project other than for which ° DETAIL "�K" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 ° 0 LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 GNW- DETAIL "E'� °° STU g'- DOUG-FIR-LARCH COUPLER NUT Equal number of °° SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In o TAKE-UP WASHER CONNEC- OF LOAD ALLOWABLE LOADS REF. each e n d MODEL FLOOR ROOF (133/ Simpson Strong-Tie NO. TION (100) (125) 160 CS16 ART8"x12 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H11 i H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'-"'(DF/SP) (133) HOEDOWN HOLDOWSTUDN ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE NO. BASE BODYTHE� SB BOLTS LOAD DESIGN 0° GA GA W H B SO CL DIA ,8 DESIGN WHEN RAISED OFF ° 0 QTY DIA 1,1" 1 2" 1 21" 1 3" 1 LOAD THE SILL PLATE 0 0 HD2A 16 12 4A" 2J" 2J'" 8" 24 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERSAVG ALLOWABLE UPLIFT LOADS UD PLATE ULT. DF / SP CODE NO. W L ST (133)2 (160) REF. SP4 34" 71" -10d x 1i" - 2917 735 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° MODEL GA FLOOR REF.NO. yy L NAILS 100 (133) (160) 0 WORK NOIES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS 1��R (133) (160) REF. nStrong-Tie8 - MODEL Simpson STU -" MSTA24 18 1 1 " 24 1 1025 1 1370 1640 1 7, 40, 90 LUS46 SIMPSON TOTALALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER NOT FOR MODEL L FASTENERS SPACING REF. HD2A N0. (LENGTH ESD GA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 °C• Simpson Strong-Tle CONSTRUCTION OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 1 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS USE UNLESS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. - IR R H PIN ALLOWABLE L LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAW H B 1HHEEADERS6d JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL T11 ULT. (133)(160) 10d 16d 10d I 16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW- CERTIFIED BY A LUS46 18 3{" 41" 2 - 4-16d 4-16d 6076 1140 1 1160 - 1000 1150 1250 7, 40, 127 DETAIL COUPLER N U T HUS210-2 14 3J 9a 2 - 8-16d 8-16d 6076 1755 2105 - 1650 1900 2065 1, 36, 84, 122ARTR'x12 STU 5'• PROFESSIONAL - SIMPSON ENGINEER -FIR LAR H/SO INE ALLOWABLE A FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. TAKE-UPWASHER N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F FZ 160 HGA10KT 14 4-SDS4"x1J" 4-SDS "x3" 1523 435 435 1165 940 i USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR /. ® SE A MINIMUM OF Bd NAILS TWO Bd NAILS THIS MTS16 q S� LSTA21 SIMPSON II " ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR /. • ® ' HD2A TAKE-UP WASHER Strong-Tie 8d NAILS LSTA21 HUS210-2 II PROJECT: INTO TRUSS N ILM B " 'Co" %`3 1 W" TWO • o FI 8 AIL , D ` NCE TO ° oRESIrwr PLATES °p° EIGHT-' TWO 8d NAIL IN NAIL INTO INNAILS DETAIL "A" STUD Simpson Strong-Tie PLATES °p° H7 EIGHT 1940 MASON DRIVE IN TO NAIL ® DETAIL 1 11 DETAIL "G" DETAIL STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie l' CUTCHOGUE, NY, 11935 LFTA ROD SYSTEM DETAIL ��L LFTA LFTA Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 'DRAWING TITLE: BP LSTA30 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 3" THROUGH ROOF V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. SIMPSON WINDLOAD ° •• 2nd FLOOR 3" THROUGH ROOF11 2n1 FLOOR V-0' , DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. ' ROOF ROOF V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. CHARTS & CALCULATIONS 3 3. 3" 3" I' 3" ROOF AREA = 1770 sq/ft / STRONG—TIE DETAILS 3, uA51ER6ATHtoG11 3" 3. GUEST MMOOM / ROOF DRAINAGE I LTP4 A = 1770R 3. Sq/ft CALCULATIONS AND I'. 2., 3' 2• 2.. 2• st FLOOR 2nd FLOOR PLUMBING RISER DIAGRAM LTP4 2" 2" 2" 2 ' R = 2" RAINFALL = .17 ft LTP4 3 ' 3'2" C = COEFF. = 1,0 'NOTES: 2.. °••• ` V = 1770 x 1 X .166667 = 295 C.F, THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I • 3.. 3. DETAIL ,iCit 1Ura�, uyAOR'/ POWDER DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I 2" 3' 2'2 1" ROOM 2 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 3 295 / 42.25 VERTICAL FT. / FT = 6.98 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE l o o r-t o- t o o r Connections 2'DV 1st FLOOR USE (4) 8' DIA. POOL 2-O" DEEP = 8 U.F. UNFORESEEN DESIGN FFFIELD CONDITIONSESSIONAL EA DOORAADDITIONS BASEDBILITY FOR IONS UPON COMMENTS NOT DUE TO UNKNOWN FLOOR 2 2 OR Ridge Strapping .. 3 .. OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Detail 3 3 3 3 3 295 / 22.3 VERTICAL FT. / FT = 13.23 SEAL: DATE: „ „ 3 USE (2) 6 DIA, POOL 7' DEEP = 14 V.F. of NEW SEPTEMBER 29, 2018 a• F.A. VENT a Y PROJECT NO: LTP4 DETAIL B LTP4 C O, 4't OABOVE GRADE A O G.O.i f 3"' 3" 3" 3'• TO SC WA APPROVED V � a��•f.r� 1036-2018 Simpson Strong-Tie 4" Cl SEWERAGE SYSTEM POOLS TO BE PLACED ON OPPOSITE SIDE OF �7 HOUSE O 4 ^ }•1 ��, DRAWN BY: TRAP HOUSE AND/OR LEADERS TO BE PIPED TO TMr B D K Floor-to-Floor Connections ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A, CAPACITY POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �`< ' «y�Fpry w CHECKED BY: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC '°;' DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n&��6a <`� SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NU SUBSTITUTIONS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION), ' AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Al,( framing hardware shown on these plans, LIMITATIONS OF THE THIS CODIE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH unless otherwise indicated, is Simpson Strong-Tie, G2 d THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. No substitutions are approved or authorize , ALL COVERS BE TRAFFIC BEARING IF LOCATED IN AREA WHERE TRAFFIC IS TO BE PRESENT. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to 101,-4 the other components of the structure, any framing IF A MULTIPLE POOL SYSTEM IS USED AROUND THE Doe NUMBER: of 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - r rM, these plans HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor assuming responsibility for the design and BE DIVERTED TO EACH POOL. © KF1-IlrDESIGN•ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /�f''lv/i/ ✓„moi„ // o/��/.ice//1,:�/�i� ./�i i � //// ANE STRAPPING IN // T° / PROVIDE HURRICANE STRAPPING IN C i ACCORDANCE WITH THE 2015 INTERNATIONALTIONAL RESIDENT AL CODE ACCORDANCE WITH THE 11 PROVIDE HURRICANE IM �I' 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. A B A B KEHL DESIGN ASSOCIATES LLC A 01 U4 4 residential & commercial design . consulting ' NOTE: VERIFY ALL DIMENSIONS TO "TOTE: VERIFY ALL DIMENSIONS TO W ADDITION r1-8�° 7Y4* INSURE INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS E EXISTING ALINEWITH FLOORS IN EXISTING INSURE FLOORS OF NEW HOUSE. P0.Boz 1615 phone: (631 433-9084 HOUSE. Southold,New York 11971 E-Mail: ssbn654@optonline.net ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE Kehl Design Associates,LLC o formerly D A K Associates,LLC (2)13/a"X 9Y" LVL UNLESS (2)13/,"X 9Y" LVL UNLESS. /Tri/iii ///%� OTHERWISE NOTED OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: 0 These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented PATIO INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN IIISURE WALLS OF NEW ADDITION o LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be LINE-UP NTH WALLS IN HOUSE. N PATIO copied, disclosed to others or used in connection C C C C with any work or project other than for which they have been prepared without written consent. NOTE. PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL A PER RESIDENTIAL CODE UPDATED THE 2015 INTERNATIONAL WITH THE 2016 UNIFORM -�� 13-0 16” -1y Yz" RESIDENTIAL WITH THEL20016EU UNIFORM UPDATED SUPPLEMENT o � SUPPLEMENT ® ® NOT FOR CONSTRUCTION COVERED k-3'-D" 1--2'-D" USE UNLESS PORCH CERTIFIED BY A o c cL,> c o COVERED PROFESSIONAL PORCH ENGINEER FB I 1y"x 92° LVL Box Beam WORK NOTES: 12-0$ L — — J 11-1D�" L _ _ J a -8 a" 13"x 91 LVL Box Beam �o �o �o 4 2 B 01 Provid New ( %" 9 ' LVL Flush eam rn rn of m rn rn C rn x o x x x x o x Q Provide New TJI 2 ° Floor dalStS 11112 \ v 10'-1a" -3� 12'-6Y" = 3 = m D 03 z o o Provde New TJI 2 0 92° Floor 301 3' o —meg a a o z" I Joists @ 6" Top of Buttresses to be 12" below Pr vi P NPw 1 V seam the top of the Foundation wall ,�q D VE Y LOC ON OF UCTW K To of Buttresses to be 12° below I 1"1 O x A Floor Top CESS CRA SPACE 0' the top of the Foundation wall m (SE NOTE - - - - - - - - - - - - J L -- - - - - - J — -- - - - - -- - Io =I I � Z Q N . o N — - - - - - — -- - - - - - - - - - D N m N m N Top of Buttresses f be 12" below r Tap of Buttresses to be 12" below V the top of the Fo ndation wall J L _ J the top of the Foundation wal 3-gy" "'� o 0 0 o o I _ o - _ z A z o o s o o s o � o 0 o s , @1Coe. I 2o'-1Y' 12'-6Y" I N o a Q, N ¢1'-a—fi1'-a"fi1--a"� N _'( o a J x A o r — / No 0 0 0 0 0 0 x o 0 0 _ m M �'J '\ M 07 rn M M �"� N N N N N N N X N N N N 301 I I -1 m - - - - - N - - - N - - - i ® I o '-D" - 3 3 3 3 3 a3i 3 3 N 3 3 3 3 3 n o o C� o� D J z v Z B N N z Z Z Z Z z Z z V, r E3 > o o PROJECT: o � — — J . I 0 0 0 0 0 0 � o d d d d D_ d d (Z N o -3" 2'-D" 10'-9" 2'�Q" -8" 2'-0" 3'-D" V y o ` AM ES KU 11'-10 a" -8 4" A # �`,, "-� @ � _ @ o I 4 $ t_ J 42 L - - -1-_ I I 3'-9Y" q 1---2'-6"-1 - 4 o _ooxqq� �ll,� I ¢� J J x A Floor i o I i A I— 11"'V"Y-11° ^,"'J I I� �I G O O > O J O "3 II �,,, .� H 2'-6" I i s - Q @16 oc. N o n FA -18Sim" EHICE 7� 11 o aO o D _x o o MOTE: VERIFY ALL DIMENSIONS TO of I ( c I I 2-D A J N< o 0 o c N — 03 ° IN - 3 3 3 INSURE FLOORS OF NEW ADDITION a �,, Fie ° � I 3 z 3 3 1940 MASON DRIVE 2 0 z z LINE WITH IN EXISTINJ — — —— — — — —1 I I J-1-6"-1 Z ,,, A L G � HOUSE. PROVIDE HURRICANE STRAPPING IN I I " I I o A9Y= '`�314x 9g LVL Box Beam CUTCHOGUE, NY, 11935 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE I I B2 . — L — UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. I — — — — "' 2x ALU ouse earn M , ALL HEADERS ARE TO BE L — — .— — — — `V ° I " D" — — ——� — — — — J I 03 (2)1 4"X 9Y" LVL UNLESS I N 2 D ` V -234 _ _ — — — DRAWING TITLE: 4 OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS TO �_ 9 2 -4 I� ° — — 021-4 j� ° " r " I — — — =� — — — — " z ACQ use B m l4"x 9 LVL B Beam 2x6 Q Ho e eam 2x6 ouse eam 14"x Z' L Boz eam 2x ACQ ous a INSURE FLOORS OF NEW ADDITION o _ FOUNDATION PLAN / ALINE WITH FLOORS IN EXISTING `� o _ ° `� ii• NOTE: VERIFY ALL DIMENSIONS HOUSE. � I N 3 2x10 ACQ Girder (3 2x1D ACO Girder I 7200 ACQ Girder NSURE WALLS OF NEW ADDITION FI fi83 �Tdar-==-=-------------------(� t0� �>rd�r=--=-__-_----__-_-==-�3j� - __-_-__-_--- LINE-UP WITH WALLS IN HOUSE. TFL OR DECK ALL HEADERS ARE TO BE �2'_a•_1. �`�-2'-0"—�' A �--2'-0"—�' FRAMING PLAN (2)13/"X 9Y" LVL UNLESS1'-01'-0I 8-858 �1'-D° 1'-D° NOTE: PROVIDE FIRE BREAKS NOTES: AS PER THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE OTHERWISE NOTED 34'-1" THE 2015 INTERNATIONAL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE RESIDENTIAL CODE UPDATED PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL WITH THE 2016 UNIFORM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NOTE: VERIFY ALL DIMENSIONS A B A B SUPPLEMENT DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR INSURE WALLS OF NEW ADDITION 12'-105/" °'-234" 12'-1058 4 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LINE-UP WITH WALLS IN HOUSE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. �- FIRST FLOOR DECK FRAMING PLAN PROVIDE HURRICANE STRAPPING IN NOTE: PROVIDE FIRE BREAKS ACCORDANCE WITH THE SEAL: DATE: SEPTEMBER 29, 2018 2015 INTERNATIONAL RESIDENTIAL CODE OF NEI ,�., UPDATED WITH THE 2016 UNIFORM CODE SUPPLEM NT. (� 1 PROJECT NO: THE 2015AINTERNATIONAL 3„ �„ �P�� r<"�� 1036-2018 RESIDENTIAL CODE UPDATED NOTE #1 PROVIDE (2)1 X9- LVE ON ALL SIDES OF OPENING TO CRAWL SPACE o c'� �� DRAWN BY: WITH THE 2016 UNIFORM FOUNDATION PLAN 4 2 ?G4 �" ^ ; SUPPLEMENT rK. ..��,tify�� - j �,, BDK CHECKED BY: SCALE: 1/4"= 1'-0" r�...x•. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 2� RD CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. @COPYRIGHT PROTECTED UNDER KEHL DESIGN COPYRIASSOCIATES, SOCIAT S,LANS ALL FLOOR RBPLANS AND ELEVATIONS WITHOUT ARE Fvoelp6a PAF,. SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE FESSION 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 Al 01 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) l 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 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 ® KEMDES[(N1 AS50QA1P.S,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. M/l/F/ ,, PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN A B A B ACCORDANCE WITH THE A B A B ACCORDANCE WTH THEfi moi' �L �3 04 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE `I'T'` UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT, UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES �.c NOTE: VERIFY ALL DIMENSIONS TO NOTE VERIFY ALL DIMENSIOIJS TO residential & commercial design • consulting INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE, HOUSE. PO.Box 1675 phone, (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,net ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE 2 14"X 9y LVL UNLESS 3 " Kehl Design Associates,LLC e formerly D A K Associates,LLC O (2)1/4 X 9/ LVL UNLESS OTHERWISE NOTED OTHERWISE NOTED OVVNERSHIP & USE OH DOCUMENTS: PATIO PATIO These drawings and specifications including the resented reents em n and arrangements des NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ideas, g 9 P INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN 30'-8" LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection - 13'-0 16 -1 o r211 with any work or project other than for which N they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2015 INTERNATIONAL THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM WITH THE 2016 UNIFORM SUPPLEMENTSUPPLEMENT T N YZ � � N (3)13/"x 9Y" LVL Girder_ _ (3)1/"x 9Y' LVL Girder _ (3)13/"x 9Y" LVL Girde �1! — NOT FOR �— —� ALL FIRST FLOOR WINDOWS ALL FIRST FLOOR WINDOWS CONSTRUCTION AND EXTERIOR DOORS TO AND EXTERIOR DOORS TO r TBE SET AT 8'-0" (_ 6 (; 6 BE SET AT 8'-0" USE UNLESS 0 0 0 0 0 0 0 1-4 I COVERED I ''-4• I m COU RED - m I CERTIFIED BY A co Cn PORCHX C.J. 16"oc, � � PO CH _ 2x8 C.J. 6" c. PROFESSIONAL C ao 34'-0" -°" N �' N ENGINEER N v v v v v N '-14" 10'-104" 10'-t04" -14"I 2'-o' 2'-0" < � oo co x x x x x N N N N N 70510 FWGIO080-4 70510 71 WORK NOTES: a F11 Ln N N O C) o- I UO U (n O _U _O cD U O CC) CD � � CO Ln DINING ROOM @, DIN I G R OM �, AREA ^IN REA x x = V o x o LIVING ROOM o o o LIVI 1G R. OM � o - 5 t— OF Ln F M N Stairs to be 15 Risers 0 88" CN L J2 14 Treads 9.0 Total Tread to be 101"D CD - 5Y° �i1-FI P; fee — — — -�� — — — — — — UTILITY �," �I — — — — — — TIL Y1. ,„ NE I ROOM DE POWD • Q o 30 ROTJ o ) OW R UNDER R00 � s N R R --- STAIRS -10' o TAS _o M 3_6• 2668 �? cc) �o 5 --- N Eoo P _ 3'-472" ao :—,cam, �icV �cr C3 ^� o� 6' m x MUD PROJECT: MUD x x x � �� 00 � ¢ (2)14"x 118" LVL Flush Bm �" ��o`b ROOM �` "' ° rn z o ° o 0 o OYE N 5 KITCHEN m h a _ ITC N c-" j FOYER ' J 0 3-8 6 -'1"SEAT 2-0 Re-Located o Re-Located x o ju ALL FIRST FLOOR WINDOWS ,� -1 10AI M B R"' -31 10 12'-1%� _ _ m I Shower AND EXTERIOR DOORS TO m Shower (6)2x4 Studs I N '-10 a� - BE SET AT 8'-0" ALL FIRST FLOOR „ 6, 0 ' 6 2x6 Studs �" 3Y 3' �" I )a 8 O� a x - 2)14°ILI% 118° LVL - 1 i" AN EXTERIOR R'h E S I muw'hE 1`k'9 0% ( ) _ 54 x20_ LVL Flush_Beam _ 54_%20" LVL Flush Beam _ 2 1 'x 11 LVL 2 1"x 11 " L Flus am w 1 St FI. PI. --- - - - - - - ush Beam w PI. WINDOWS Sim son THDH612 or Equal Flush Beam I I D E EOR DOORS TO P q Sim son HG 11 or ual _ �• rD P q 3'-V2' NOTE VERIFY ALL DIMENSIONS TO 2)14 z 11p" LVL BE SET AT 8'-0" -4" $ o I I �� /L o ' INSURE FLOORS OF NEW ADDITION I Flush eom 1940 MASON DRIVE CL I a ALINE WITH FLOORS IN EXISTING I \� %o HOUSE. o \ o PROVIDE HURRICANE STRAPPING IN CUTCHOGUE, NY, 11935 2068 LAUNDRY ROOM - -- Ne v 2x6 Bilin ACCORDANCE WTH THE 1680 3080 1 80 2x6 Ceilin � ' C/, I 2015 INTERNATIONAL RESIDENTIAL CODE / o `� CL x R J ists I oC. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. -3� ALL HEADERS ARE TO BE Joists 16 OC .o 0 0 `" 13/"X 9Y" LVL Hdr. " 2'- 2 13/X 9%" LVL Hdr (2) " (2)14"X 9Y" LVL UNLESS Ll =LI-7 OTHERWISE NOTED � ' CI, NOTE: VERIFY ALL DIMENSIONS TO DRAWING TITLE: TW24410 3"SM TW210410 TW210410 3"SM TW"410 1501 U ' 14 1 ® ® tJ � c , � cam, � INSURE FLOORS OF NEW ADDIT19J IL I ALINE WITH FLOORS IN EXISTING NEW FIRST FLOOR PLAN / �— (2)12" LVL Girder EE (2)14"x 92 LVL Girder (2)1x 9T" LVL Girder NOTE: VERIFY ALL DIMENSIONS HOUSE. NEW FIRST FLOOR FRAMING INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS III HOUSE. 11 ,1 ., IN PLAN ALL HEADERS ARE TO BE (2)1 4"X 9%" LVL UNLESS NOTES: NOTE: PROVIDE FIRE BREAKS OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE -5� �'-74" S-11� 3'-11%" -7y" -5%" AS PER DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE THE 2015 INTERNATIONAL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 7'-104" 13'-0%" -°" RESIDENTIAL CODE UPDATED NOTE: VERIFY ALL DIMENSIONS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WITH THE 2016 UNIFORM FIRST FLOOR CEILING FRAMING PLAN INSURE WALLS OF NEW ADDITION DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 38'_0" SUPPLEMENT LINE-UP WITH WALLS IN HOUSE. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PROVIDE HURRICANE STRAPPING IN SEAL: DATE: 7Y" 11'-75/e" 9'-54" >>'-7 a" /z" ACCORDANCE WTH THE NOTE: PROVIDE FIRE BREAKS SEPTEMBER 29, 2018 34'-0" 2015 INTERNATIONAL RESIDENTIAL CODE AS PER UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. THE 2015 INTERNATIONAL �OF NES! PROJECT NO: Y A B A B RESIDENTIAL CODE UPDATED g�P �C O• B,q "'Pf 1036-2018 04 04 05 05 WITH THE 2016 UNIFORM O� �U ��9 DRAWN BY: SUPPLEMENT q."L r,,P ".t ;� BDK CHECKED BY: A B A B DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL RB 04 04 05 os C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, `� {�' =�' `�� CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. O LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Zd, ,,, 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 `oA 08136F, 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 FIRST FLOOR PLAN THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AGF t� Al 02 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �1 SCALE: 1/4"=1'-0" 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) /o j26/ DOB NUMBER: OF -X- INDICATES TO RE-USE EXISTING WINDOW Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — P 9 9 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 © ) DESIGN-000 4TED 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. `/� 216 �i/l,// e/si ,�_ /'/„ii%!%iZ > __Q PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE ACCORDANCE WITH THE ISI [�[f lip �,.., 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE _ - UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES �c NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO residential & commercial design . consulting INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING HOUSE. PATIO HOUSE. PO.Box 1615 phone, (631)433-9084 34'-0” Southold,New York 11911 E-Mail: ssbn654aoptonfne,net ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE Kehl Design Associates,LLC o formerly D A K Associates,LLC (2)13/"X 9Y" LUL UNLESS - 10'- 0'- - (2)1%"X 9,y2' LVL UNLESS OTHERWISE NOTED PATIO OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ideas, design and arrangements represented INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION therein, are the property of KEHL DESIGN LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. 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. NOTE: PROVIDE FIRE BREAKSNOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2015 INTERNATIONAL o THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED o �_ RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM �_ WITH THE 2016 UNIFORM SUPPLEMENT cn a? SUPPLEMENT CN CN o0 y�� NOT FOR ALL ANDEEOTER OR DOORSND FLOOR DO�S A ANDLL EEOTERIORND ODOORSOR D TO CONSTRUCTION C> 2x8 Rafters 16 oc , BE SET AT 6'-101° 2X8 Rafters 16 OC. BE SET AT 6'-101" USE UNLESS ti CERTIFIED BY A ® ❑ 8 11 8 8 8 PROFESSIONAL. TW3046 3"SM TW3046 3"SM TW3046 Ax281v T 4 3"SM TW3046 TW 046 TW3046 3"SM TW3046 3"SM TW3046 AX281v 46 3"SM TW 4 TW3046* ENGINEER (2)1'14"X 9Y" LVL Hdr. (2)14"X 9Y2" LVL Hdr. (2)13/4"X 9Y" LVL Hdr, O 3 (2)14"X 942 LVL Hdr. (2)1314"X 9Y" LVL Her. '4114" 21/4 X 9Y" LVL Hdr. NJ ❑ x = 12'-8" 13'-10" BATH BATH WORK NOTES: V " 4" -2'-C- 0 0 0 MASTERMASTER BEDROOM N N N BEDROOM o BEDROOM o BEDROOMo o : o = o = o 2068 ° 2 `N= co 2068 � N N 16'-10" 2668 5068 � 2668 5068 C14X C o � _ 0 N -9 4" co 2'494" �E 2" /L CE �' � /C ' 4 N "o N 4068 4068 2668 4068 \\�=7/ 4068 2668 O 5y° o CE CL 3N -3;_ CL CL / 00 Q0 -1co, BEDROOM " CE 2468 3, 6. BEDROOM CE 2468 -1Y" BEDROOM � BEDROOM N L Ol � J •C = 0 0 C O 12'-6Y, B TH M " `- /C. BATH "� " PROJECT: N � M � W o0 1 o CE _ cep oo aCED) ap � M 0 Sok 10", CL LIE E 10 T A 3'-6" cc - " a C 2133RESIDEN E 4 LVL Hdr. (2)13/"X 9Y" L d 21%"X 9Y" LVL Hdr. 2134"X 9Y" LVL Hdr. (2)1334"X 9Y' LVL H2 1Y4"X 9%" LUL Hdr. TW21046 3"SM TW2104 AX 81v W21046 3"SM TW21046 TW21046 3"SM TW2104 A> 81 W21046 3"SM TW21046 1940 MASON DRIVE 2x6 Rafters 16"oc.L-01 10 11 10 CUTCHOGUE, NY, 11935 ALL SECOND FLOOR WINDOWS ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TOAND EXTERIOR DOORS TO C BE SET AT 6'-10'21" X Rafters 1 OC. 0 0 o BE SET AT 6'-102'" Q0 CC) DIRAWING TITLE: PROVIDE HURRICANE STRAPPING IN a Cn C2 PROVIDE HURRICANE STRAPPING IN ACCORDANCE NTH THE 2015 INTERNATIONAL RESIDENTIAL CODE �� 2015 INTERNATIONAL RESIDENTIAL CODE RECONFIGURED FIRST UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. C-0 C-0- ACCORDANCE WITH THE Q0 UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. FLOOR MADE INTO C-4 N N SECOND FLOOR PLAN / NOTE: VERIFY ALL DIMENSIONS TO H NOTE: VERIFY ALL DIMENSIONS TO RECONFIGURED FIRST INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NCW ADDITION ALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING FLOOR MADE INTO HOUSE. I I HOUSE. SECOND FLOOR CEILING -5Y4" 11-6 4" 11-64" - ALL HEADERS ARE TO BE 34'-0" ALL HEADERS ARE TO BE PLAN (2)134"X 9Y" LVL UNLESS (2)1 a"X 9Y" LVL UNLESS `iNIOTES: OTHERWISE NOTED OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE A B A B A B A B PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NOTE: VERIFY ALL DIMENSIONS 4 4 u5 5 p4 04 05 U5 NOTE: VERIFY ALL DIMENSIONS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE INSUREDESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LINE-UP WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMIAENTS NOT LINE-UP NTH WALLS IN HOUSE. SECOND FLOOR PLAN SECOND FLOOR CEILING PLAN LINE-UP WITH WALLS IN HOUSE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOTE: PROVIDE FIRE BREAKS SCALE: 1 4'=1'-0' NOTE: PROVIDE FIRE BREAKS OF N`� AS PER / SCALE: 1/4"=1'-0" THE 2015 INTERNA fIONAL - INDICATES TO RE-USE EXISTING WINDOW �E 1� SEPTEMBER 29, 2018 RESIDENTIAL CODE UPDATED THE 2015AINTERNATIONAL O�P��A U. f3qr, PROJECT N0: RESIDENTIAL CODE UPDATED '�� 1036-2018 - �=y ^� �.` DRAWN BY: WITH THE 2016 UNIFORM WITH THE 2016 UNIFORM * i "1 BDK SUPPLEMENT SUPPLEMENT n ! sr ,• u CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL s' R B CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Af`UFESSIONP�� 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 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 r/ Al O3 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 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. 0A, Ap 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 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 Z KEEDESIGN 00CIAM me 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE / -- �� IFS UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. A KEHL DESIGN ASSOCIATES �c B A B residential & commercial desi n • consultin NOTE: VERIFY ALL DIMENSIONS TO 04 04 05 D5 g g INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. P0.Box 1615 phone: (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@optonline.net ALL HEADERS ARE TO BE Kehl Design Associates,LLC a formerly D A K Associates,LLC (2)13/"X 9Y" LUL UNLESS -:7'77r 117 OTHERWISE NOTED U'WNEkSHIP & USE OF DUCUMENIS: These drawings and specifications including the Ideas, design and arrangements represented NOTE: VERIFY ALL DIMENSIONS therein, are the property of KEHL DESIGN INSURE WALLS OF NEW ADDITION ASSOCIATES, LLC. No part thereof shall be LINE-UP WITH WALLS IN HOUSE. PATIO copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM SUPPLEMENT NOT FOR ALL SECOND FLOOR WINDOWS CONSTRUCTION AND EXTERIOR DOORS TO BE SET AT 6'-102° USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER WORK NOTES: 2x8 Rafters — 16"0 . 2x8 Rafters — 16"oc. ANDERSEN 400 SERIES TILT-WASH DOUBLE-HUNG FULL-F E WINDOWS DOWS 2x8 Rafters — 160 . BATH 2x8 Rafters — 16"oc. °\\ LOCATION WINDOW NUMBER ROUGH OPENING TOTAL NUMBER OF UNITS J ' + BEDROOM ' BEDROOM �_ �� — 7�� FIRST FLOOR TW30510 3 28 x 6 O$ 3 �L 2x8 Rafters — 16"0 . 2x8 Rafters — 16"oc M� 0 2 FIRST FLOOR TW2442 2'-61" x 4'-4�" 2 j FIRST FLOOR TW2042 2'-21" x 41-47111 4 FIRST FLOOR TW210410 a O 3'-31-0111x 5'-07" 4 O O 00 00 -- x 5 FIRST FLOOR TW1842 2'-101" x 4'-47" 2 X X X x L N 8 8 N N N Z 141,x 9 " VL dge J° J°\\ 14"x 9-' " LVL FIRST FLOOR CUSTOM PICTURE UNIT 7'-2�" x 6'-07" CL _ +� o 0 0 6 DHP70510 s $ 2 _0 _� _� ' BEDR OM' ] FIRST FLOOR FWG10080-4 9'-94" x 8'-0" 1 PROJECT: N Ns 2x8 Rafters t 2x8 Roft — A x x � Q�, co � Co 1�� 7�� N N " 9 N N 8 SECOND FLOOR TW3046 3 -2$ x 4 -8$ 8 AMOIXOS10 x R f r — > BAT x R f - 16"oc, g SECOND FLOOR TW2442 2'-6g" x 4'-48' 2 CEr" ESIDENC n I od 1^ % 0 SECOIWD FLOOR TW21046 3'-O$" x 4'-8$" BEDROOM CL 4 2x8 Rafters Mia 2x8 Raft s — 16"oc. 11 SECOND FLOOR AX281v 2'-8" x 2'-8" 2 1940 MASON DRIVE CUTCHOGUE, NY, 11935 ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO 1 2 ATTIC FLOOR CIR30 3'-0�" 2 BE SET AT 6'-1021" 2 DRAWING TITLE: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ROOF FRAMING PLAN / NOTE: VERIFY ALL DIMENSIONS TO UNSURE FLOORS OF NEW ADDITION WINDOW SCHEDULE ALINE WITH FLOORS IN EXISTING HOUSE. LL ALL HEADERS ARE TO BE (2)13/"X 9%" LVL UNLESS N(DTES: OTHERWISE NOTED, 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 NOTE: VERIFY ALL DIMENSIONS A4 : _ B A B DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR INSURE WALLS OF NEW ADDITION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LINE-UP WITH WALLS IN HOUSE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOTE: PROVIDE FIRE BREAKS MAIN ROOF FRAMING PLAN AS PER AP O, PROJECT NO: ,��OF N!'(NY SEPTEMBER 29, 2018 THE 2015 INTERNATIONAL O' B�� i'S- RESIDENTIAL CODE UPDATED SCALE: 1/4"=l'—O" H�, 1036-2018 WITH THE 2016 UNIFORM 4� �, �y� DRAWN BY: SUPPLEMENT ' BDK 4j.1 CHECKED BY: 441 R B DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE CoA 0818 F`C\ SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT r AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, RO ESS04 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 Al 0 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 4 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOLS NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® KE&DERON-00I ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. aw Ta KEHL DESIGN ASSOCIATES �c L I L1residential & commercial design . consulting ' 12 12 j 1 2 L \\ LLI P0.Box 1615 phone: l6311433-9084 %= �/ �� ® Southold,New York 11971 E-Mail: ssbn654@optonline.nel I Kehl Design Associates,LLC e former) D A K Associates,LLC �W�ll llll II J J II LII J g Y, // , 77_ OWNERSHIP & USE i 0 rDOCUMEN�S��P /;JAI//'-J�.�_- �— Top of Existing Wall 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. L==::::::::::J IL [L� 12 12 Top of Existing Subfloor 4 12 14 NOT FOR To of TJ1210 x 117" Floor Joists CONSTRUCTION p 8 USE UNLESS —`—Bottom of TJ1210 x 118' -- CERTIFIED BY A Floor Joists 16"x10"PermaWrap _ Re-Located 16"x10"PermaWrap PROFESSIONAL _ _ ll Recessed Craftsman Shower Recessed Craftsman 12"x8"PermaWrap ENGINEER Column Column Recessed Craftsman Column G 18" x 18% 24" „ 12 x12x24 Stone Pedestal 18" x 18"x 24" Stone Pedestal ---- Stone Pedestal =' • Base Base Base Top of New Subfloor WORK NOTES: —C Top of New TJ1230 x 92" Floor Jois �— Bottom of New TJ1230 x 92" Floor Joists Top of Foundation NORTH ELEVATION- WEST ELEVATION_ SCALE: 1/4"=1'-0" SCALE: 1/4"= V-0" II IL ILL LLL �� 1 �� 12 LL 12 ��I I�L I I��I I\U I I �� J � � ] 7 yy �L IL II I ��j� 11 11 11 11 III �- V LI I �j �� ll III I V 1 1111 11 11 ill Hill 111 11 111 11 1111 11 Hill I I I I I I Ii I- --- Top of Existing Well PROJECT: M 0 10I ED j 12 R E S 1 [0)" E'er 141 - 1214 Top of Subfloor 4�— 1940 MASON DRIVE - -Top of TJ1210 x 118' Floor Joists CUTCHOGUE, NY, 11935 �— Bottom of TJ1210 x 118" Floor Joists D1RAWING TITLE: 12"x8"PermaWrap --� - 12 x8 PermaWrap Recessed Craftsmain ELEVATIONS Recessed Craftsman 12" x 12% 24" Column AS NOTED Column Stone Pedestal Base 12 x 12"x 24" 18 x 18"x 24 Stone Pedestal StonePedestal NIOTES: Base THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Base DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE —� Top of New Subfloor1 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Top of New TJ1230 x 92 Floor Joists FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 1" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Bottom Of New TJI23O X 92 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Floor JOISts FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Top of Foundation STEAL: DATE: EAST ELEVATION SEPTEMBER 29, 2018 SOUTH ELEVATION oF NEU� PROJECT N0: cu 1036-2018 SCALE: 1/4"= 1'-0" ''~, .y �""FG �` BDK SCALE: 1/4"= 1'-0" DRAWN BY: �.�t, f CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL -.-0 RB © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE s SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT A 081866 \\ AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE RpPESSIUNp� 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 A201 THESE STANDARDS;, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 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 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) q,- 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 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 )DESIGN AWQAM>x 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL i ;' `%%%';;`;''�/.;% !%% ` � %i% !'j%' CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. i�� AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONSSTANDARDS,SCODE GN SHD LLWI IONALBUILDIN THE COMPLY TNH THE ENTERNATENGINEERED GCODE.DESIGN IS USED IN CONJUNCTION WITH THESE THE DES 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) rrx KEHL DESIGN ASSOCIATES LLC 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 7-.11 residential s. commercial design • consulting New 8" CMU New 8" CMUNew 8" CMU 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) - - - - - - - - - - - - - - - - --�- - - - - - - - - - - - - `- - -- - - PO.Box 1675 phone: (631)433-9084 New 8" CMU Southold,New York 11971 E-Mail: ssbn654@optonline,net - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --X- - -- - - Kehl Design Associates,LLC o formerly D A K Associates,LLC New Floor Hgt. 9.98 OWNERSHIP & USE OF DOCUMENTS: Top of New Patio 9.52 #4 Rebar 2'-0" #4 Rebar 2'-0" #4 Rebar 2'-0" #T Rebar 2'-0° These drawings and specifications including the Top of New Foundation 9.0 ideas, design and arrangements represented therein, are the property of KEHL DESIGN Flood Elev. 8.0 ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection Top of Existing Floor 7.8 with any work or project other than for which Flood Elev. AE 6.0 they have been prepared without written consent. Existing Slab Hgt. 5.0 Existing 8" CMU Existing 8" CMU Existing 8" CMU NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A CROSS SECTION PROFESSIONAL SCAIE+µ•-+,°r ENGINEER WORK NOTES: - - - - - - - - - - - - - - - - - - - - - -;F- - - - - - - - - - - - - - �- - -- - - - - - - - - sP- - - - - - - -* - - - - - - -�P- - - - - - T L - - _J L - - J 10'-98" 2'-6° -4� 2'-6" 8'x18" Anchor Bolts (Max. 32"oc.) J"x18" Anchor Bolts (Max. 32"oc.) 8'AS" Anchor Bolts (Max. 32'oc.) 8'08" Anchor Bolts (Max. 32"oc.) (2)#5 Horizontal Rebar New Floor Hgt. 9.98 #3 Reber Stirrup #5 Rebar #3 Rebar Stirrup #5 Rebar #3 Rebar Stirrup #5 Rebar New Floor Hgt. 9,98 Top of New Foundation 9.0 2'-0"aa. -o"°e. 2'- °° P 9.0 HVAC oaatar Hgt. To of New Foundation Flood Elev. 8.0 Flood Elev. 8.0 ` New Poured Cone. Wall Verify Hgt. with Owner N 7.8 Top of Existing Floor 7.8 Top of Existing Floor Existing Floor Hgt. (2)#5 Horizontal Rebar Flood Elev. AE 6.0 Flood Elev. AE 6.0 #3 Rebar Stirrup Existing Slab Hgt. 5.0 o Existing Slab Hgt. 5.0 Existing 8" CMU Existing 16"x8" Footing I (Min. 3'-0" Below Final Grade) PROJECT: CROSS SECTION B AF& BrLx RW."ff " E L%tot. To of Buttresses to be 12" below Top of Buttresses to be 12" below 1940 MASON DRIVE Top t the top of the Foundation wall he tap of the Foundation wall UTCHOGUE, NY, 11935 7 DRAWING TITLE: - - - - - -- - - - - - - - L -- - - - - - - - - - - - J L. .L - - - - - - - - - - - - .--#5 Vertical Rebor @ 4'-0"oc. - - - - - - - - - - - - - F - - - -- - - - - - - - - - - - - - - - -- SECTIONS Top of Buttresses to be 12" below #5 Pin -J #5 Pin Top of Buttresses to be 12" below AS NOTED the top of the Foundation wall " the top of the Foundation wall 10'-6" 10'-2" 10'-8" NOTES THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 5" 5°x18" Anchor Bolts Max. 32'oc. 8'x18" Anchor Bolts (Max. 32"oc.) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINGEMENTS WILL BE "x18' Anchor Bolts (Max. 32"oc.) B x18 Anchor Bolts (Max. 32'oc.) s ( ) 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 PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR New Floor Hgt. #6 Rebar #6 Rebar New Floor Hgt. 9.98 UNFORESEEN FIELD CONDITIONS AND LI ADDITIONS BASED UPON COMMENTS NOT 9 9.98 #5 Rebar #3 Rebar Stirrup #5 Rebar #3 Rebar Stirrup #5 Rebar o #3 Rebar Stirrup (2)#5 Horizontal Rebar Top of New Foundation g 0 `� #3 Rebar Stirrup Top of New Foundation 9.0 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Flood Elev. 8.0 #3 Rebar Stirrup Flood Elev. 8.0 #5 Pin - SEAL: DATE: Top of Existing Floor 7.8 Top of Existing Floor 7.8 #5 Vertical Rebar @ 4'-o"aa. SEPTEMBER 29, 2018 #5 Vertical Reba @ 4'-0"oc. OF NEW PROJECT NO: Flood Elev. AE 5.0 #5 Pin N Flood Elev. AE 6.0 # �P -� , 1036-2018 #5 Rebar #6 Rebar 5 Pin C� j'r, (2)#5 Horizontaebar P-� 0. Eq DRAWN BY: Existing Slab Hgt. 5.0 Existing Slab Hgt. 5,0 _ _,� #5 Rebar Short Way @2'-0"oc. * T"h`A r �-�-�� HECKED BY; Access Opening Access Opening Access Opening Rebar Lon Wa E.S. k1'-4" 1'-8" -4" � RBP 9 P 9 9 Y( ) #5 Rebar Short Way @2'-0"oc. © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE T2 < <.,_,a� �� SHEET NUMBER: --4'-3" 2'-0" 10,4 2'-0" °'-8° ��2'-0" 3'-0"-- d' 32'-8' (4)#5 Rebar Long Way(E.S.) PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT TU oR�g,a WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFAI"oy E:ssloNX301 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE CROSS SECTION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 8[`JI F•+w•-ro � /©/�/[• Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 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 ® 1MDERGN•ASSOQATES,ac agencies prior to construction. Ane I W-11 - - - - - - - - - - - `�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ KEHLDESIGN ASSOCIATES roc ° • _ _- -- -- residential & commercial design • consulting. - - - - - - - - - - - - - � - - - - - - - - - - --�-1 - L - - J L - - J 7°•1'4-4 7" 7" -1'-a"-17" P0.Box 1615 phone, (631)433-9084 2'-6" 7'-5%" Southold,New York 11911 E-Mail; ssbn654@optonline.net g'x18" Anchor Bolts (Max. 32"oc.) J"x18" Anchor Bolts (Max. 32"oc.) �"x18" Anchor Bolts (Mox. 32"oc.) g'x18" Anchor Bolts (Max. 32"oc.) (2)#5 Horizontal Rebar Kehl Design Associates,LLC o form�eerlly�D A K/Associates,LLC y New Floor Hgt. 9.98 New Floor Hgt, 9.98 OWNERSHIP & USE OF DOCUMENTS: New Floor Hat. Top of New Foundation 9.0Top Of New Foundation 9.0 HVAC Duct These drawings and specifications including the Flood Elev. 8.0 ` Flood Elev, 8.0 New Poured Conc. Wall ideas, design and arrangements represented therein, are the property of KEHL DESIGN Verify Hgt. with Owner N Existing Floor Hgt, ASSOCIATES, LLC. No part thereof shall be TO of Existin Floor 7.8 copied, disclosed to others or used in connection Top Of Existing Floor 7.8 3-4 3 4 3-4 P 9 (2)#5 Horizontal Rebar p Flood ElAE 60 0 Rebar Stirrup with any work or project other than for which ooElev. . Flood Elev. AE 6.0 #5 Vertical Rebar they have been prepared without written consent. Existing Slab Hgt. 5.0 o Existing Slab Hgt. 5,0 Existing Grade #5 Pin 10-9 7/a9'-4�' 2'-6" k 7'-5 NOT FOR CONSTRUCTION Area of Wall to be Removed Area of Wall to be Removed Area of Well to be Removed USE UNLESS CERTIFIED BY A CROSS SECTION PROFESSIONAL SCALE 1/4••V-7 ENGINEER WORK NOTES: I r - - - - - - - - - - - -� - - - � - _J r �-1 L-- - - - - - - - - - - - - - - - - -1 I-- - - - - - - - - - - - - - New Floor Hgt. 9.98 g'x18" Anchor Bolts (Max. 32"oc.) New Floor Hgt. 9,98 Top of New Foundation 9,0 Top of New Foundation 9,0 " g'x18" Anchor Bolts (Max. 32"ac.) Flood Elev. 8.0 Flood Elev. 8.0 11'-6 a '-234' 11'-6se � (2)#5 Horizontal Rebar Top of Existing Floor 7.8 Top of Existing Floor 7.8 New Grade #5 Vertical Rebar @ 4'-o"oc. Flood Elev. AE 6.0 (2)#5 Horizontal Rebar (2)#5 Horizontal Rebar Flood Elev. AE 6.0 New Slab -AE 6.0 New Slab Existing Slab Hgt. 5.0 Existing Slab Hgt. 5.0 N r -AE 5.0 Existing Slab Hgt. #5 Rebar Short Way @2'-0"oc. #5 Rebar Short Way @2'-0"oc. #5 Vertical Rebar (4)#5 Rebar Long Way(E.S.) @ 4'-0"oc. k-1'_6• (4)#5 Rebar Long Way(E.S.) PROJECT: CROSS SECTION B N SCALE v4.1'-V r% ll� ff; -M wbow 1 0 ff "It S I I Em)" E H %C0 I'm 1940 MASON DRIVE CUTCHOGUE, NY, 11935 New Floor Hgt.9.98 DRAWING TITLE: Top of New Foundation 9.0 Top of Porch Piers 8.0625 Flood Elev. 8.0 I �I SECTIONS � � �� AS NOTED Top of Existing Floor 7.8 'x18' Anchor Bolts (Max 32"oc.) J"x18' Anchor Bolts(Max. 32°oc.) s x18" Anchor Bolts (Max. 32"oc) J"x18" Anchor Bolts (Max. 32"oc.) Flood Elev. AE 6.0 NOTES: Existing Slab Hgt. 5,0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 5 Vertical Rebar @ 4'-0"oc. 5 Vertical Rebar @ 4'-0"oc. 5 Vertical Rebar @ 4'-0"oc. 5 Vertical Rebar @ 4'-0"oc. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE # # # # © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL PFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT #5 Rebar Short way @2'-0"oc, #5 Rebar Short way @2'-0"oc. #5 Rebar Short way @2'-0'oc. #5 Rebar Short Way @2'-0"oc. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. L - r (4)#5 Rebar Long Way(E.S.) L - (4)#5 Rebar Long Way(E.S.) L - (4)#5 Rebar Long Way(E.S.) L - (4)#5 Rebar Long Way(E.S.) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: .� OF N1,-V SEPTEMBER 29, 2018 I I I I I I I I 0 Acceptance of these drawings does not authorize the right to build without the authorization A� y�� PROJECT NO: L_ - J -'� L - J �- <_ - J of local governing agencies, such as Suffolk Count Dept. of Health Services, Town Building `,<; o Q�� r� 9 9 9 Y P 9 0, 1036-2018 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such Q� q '-A DRAWN BY: ' 4' 1'-44° 1-4 4' 1'- # agencies prior to construction. ' " BDK - ° 2-0� 2-0� 2' 0 # 2'-0 CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL s� RB THE CROSS SECTION ASSDANUPDALLTERNDATIIVE TH TO THE 2016 N ERM RNAO IONALLDBUILD NGEMENT.CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SGA DE�S��NF SHEET NUMBER: SOF SCALE 1W-Nr 30 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. gz_____,E1 A302 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOES NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) © UdDrDESIGN-011 ATPS,mc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ��, �l New Floor Hgt, 9.98 1,-a 0. J%18" Anchor Bolts KEHL DESIGN ASSOCIATES LLC (Max. 32"ac.) Top of New Foundation 9.0 #5 Vertical Rebar residential & commercial design • consulting Flood Elev. 8.0 New Floor Hgt. 9,98 �t °"� 'x18" Anchor Bolts New Floor Hgt. 9.98 1-00 "T New Floor Hgt. 9,98 To of Existing Floor 7.8�"x18" Anchor Bolts �"x18" Anchor Bolts p g PO.Box 1615 phone: (631433-9084 Top of New Foundation g Q (Max. 32"oc,) Top of New Foundation 9.0 (Max. 32"oc.) Top of New Patio 9.52 -�. (Max. 32"ac.) Flood Elevation AE 6.0 o Southold,New York 11971 E-Mail: ssbn654@optonline.net Flood Elev, 8.0 0 #5 Vertical Rebar Flood Elev. 8.0 05 Vertical Rebar Top of New Foundation g Q #5 Vertical Rebar Existing Slab Hgt 5.0 00 Flood Elev. 8.0 -°" � � Kehl Design Associates,LLC®formerly D A K Associates,LLC Top of Existing Floor 7.8 "' Top of Existing Floor 7.8 Flood Elevation AE 6.0 Flood Elevation AE 6,0 a Top of Existing Floor 7.8 �r� /�Jrr��i��--:/ UWNERSHIP & USE OF DOCUMLNIS: Bottom of Footing 6.52 I Existing Slab Hgt 5.0 L - a 5 Rebar Both wo Es. Existing Slab Hgt 5,0 L - - -x 6 5 Rebar Both Was E.S. Y -3-0" 5 5 Rebar Both Ways E.S. Bottom of Footing 2.0 L - These drawings and specifications including the Flood Elev. AE 6.0 ideas, design and arrangements represented -6"-� (4) 5 Rebar (Both Ways (E.S.)) therein, are the property of KEHL DESIGN Existing Slab Hgt. 5,0 ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which ozthey have been prepared without written consent. -1 �" .� o M L- J -o - off NOT FOR CROSS SECTION A CROSS SECTION B CROSS SECTION CROSS SECTION p CONSTRUCTION SCALE.W"-1'-0" SCALE 1/4"•1W SCALM,1/4•.110 BCALE:Or-1'-0" USE UNLESS CERTIFIED BY PROFESSIONAL ENGINEER WORK NOTES: PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE 20' r - -8 t2' 4. /41102.1.2(R402.1.2) Insulation and Fenestration Criteria The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone LIVING ROOM BEDROOM o specified in section N1101.7 N1102.1.2(R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE FENESTRA-ION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR 13ASEMENTC SLAB d CRAWL ZONE U-FACTOR D U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACEc SHGC b,e R-VALUE R-VALUEI R-VALUE &DEPTH R-VALUE 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,211 10113 2 CL CL CL. -10% For SI: = 1 foot = 304.8 mm V2' 2Y"1 7CL1`�- 2 a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the N R-value specified in the table. PROJECT: b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. KITCHEN EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. M � ROSIO c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the BATH BEDROOM interior of the basement wall. "15/19" shall be permitted to be met with R-13 coviAy insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous V27V2' insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. r R E S I [") E I'Mo C E 1 117 5'-3 12'-12- d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. e. There are no SHGC requirements in the Marine Zone. 1940 MASON DRIVE /,-4Y" f. Basement wall insulation is not required in warm-humid locations as defined by Figure N1110.10 and Table N1101.10 CUTCHOGUE, NY, 11935 g. Or insulation sufficient to fill the framing cavity, R-19 minimum. COVERED 2 BATH h. The first value is cavity insulation, the second value is continuous insulation, so 13+5" means R-13 cavity insulation PORCH LAUNDRY ROOM plus R-5 continuous insulation. DRAWING TITLE: i. The second R-value applies when more than half the insulation is on the interior of the mass wall. SECTION AS NOTED / PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS EXISTING FIRST FLOOR AS PER - 2015 INTERNATIONAL RESIDENTIAL CODE / EXISTING FIRST FLOOR \ OTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL PFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR 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: SEPTEMBER 29, 2018 Acceptance of these drawings does not authorize the right to build without the authorizationo+" NEE PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ��P�E 0. 13'1'R✓ �C) 1036-2018 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such �� DRAWN BY: agencies prior to construction, z � � yr BDK z`r .c.� E .: 1 A �► CHECK r 1 11 RB DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIALc' - •� rc' CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. `��=n=�81�6o a �'-� ,`' SHEET NUMBER: 2d,�. � c, AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE OA LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH RO�_SS100 A303 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. l 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) g DOB NUMBEK: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ® KEHbDESIGN•ASS"TES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL '� j CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. -0/0 �� AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE i Hurricane Strapping \EU, r 14"x 9�" LVL Ridge /./ : , �I � � LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH /�� ___�___. a� 3„ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. Ebb % '' `� -� g Bolt 2z altar Ties or. ��I Balt --- 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 3:: Bolt 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — VU 3" ASSOCIATES LLC 2x8 Rafters 16" cc. ATTIC PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential a, commercial design • consulting e" COX Roof Sheathing 30# Felt Architectual Fiberglass 2x4 Ridge Poles �� 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Roof System ® 16"oc, 7 P10.Box 1615 phone: 1631)433-9084 R-19 Insolation Southold,New York 11971 E-Mail: ssbn654@optonline.net Hurricane Strapping p 66611— IL(fflh IL J 1X8 Azek Fascia Kehl Design Associates,LLC a formerly D A K Associates,LLC -777$" Bolt " Bolt " Bolt 3" Bolt l/lei/' i/%%//j////�' s OWNERSHIP & USE OF DOCUMENTS: 16" Azek Beaded Soffit R-30 Insulation R-30 Insulation 2x Soffit Framing , R-19 Insulation P,-19 Insulation These drawings and specifications including the 2x6 Top Plates R-30 Insulation ideas, design and arrangements represented (2)14"x 91' LVL Her, therein, are the property of KEHL DESIGN 2x6 Studs BEDROOM CL 2x4 Studs 16"oc. MASTER ASSOCIATES, LLC. No part thereof shall be Existing Exterior Sheathing copied, disclosed to others or used in connection 30#feltExisting 4" Oak floor BEDROOM _� 2x8 Rafter Plate /Nailer with any work or project other than for which Hardi-Plank Siding 2x4 Shoe they have been prepared without written consent. R-21 Insulation Existing 4" CDX Subfloor Metal Standing Seam Roof 521% 20" LVL Flush Beam 2x6 Shoe R-30 Insulation a" Metal Standing Seam Roof GAF Ice & Water Sheild R-30 Insulation Existing 4 Oak floor 12 GAF Ice & Water Sheild " CDX Roof Sheathing 12 Existing 4" CDX Subflour J" CDX Roof Sheathing 2x6 Rafters 16" cc. 4 3 2x8 Rafters 16" ac. 2x Soffit Framing Hurricane Strapping Hurricane Strapping �, r PP g 1X8 Azek Fascia x6 CJ 16 oc. New TJ1210 x 117 Floor Joists New TJI210 x lig Floor Joists 1X8 Azek fascia 2x8 C.J. 16"oc. 1S2R1 NOT FOR 2z Soffit framing (2)14"x 118 LUL Hdlr. 54°x 9" LUL Girder CONSTRUCTION 16" Vented Azek Beaded Soffit R-19 Insulation 2x Packing (2)14"x 9Z' LVL Hdr. R-30 Insuloiion Azek Trim USE UNLESS (3)14°x 9�" LVL Hdir. 12"xB"PermaWra Recessed Craftsman Column 2z Girder Packing 14"x 11's LVL Better Header P 10" HB&G Permacast Column Bolted on Ledger (3)14"x 11g' LVL with (2)4" Stl. FI. Places NEW Simpson Strong—hold CERTIFIED BY A 2x6 Top Plate Threaded Rod with Anchor Plate (2)14'x 92' LVL Hdr. NEW COVERED PORCH 2x6 StudsKITCHEN DINING ROOM PROFESSIONAL Matching Exterior Sheathing R-21 Insulation AREA Concrete Base ENGINEER 30# Felt 4" Oak floor 3:, Oak floor 4 Hardi-Plank Siding Min. (6)2x6 Studs with Stacked Stone 2x6 Shoe 4" CDX Subfloor Provide Solid Blocking 4' COX Subfloor Veneer Hurricane Strapping 14"x921" LVL Box Beam to Foundation 14"x92' LVL Box Beam New Patio NEW FLOOR HOT. 9.98 4"x6" Trex Decking (3)2x10 ACO Girder TJ1230 x 9 C 16 oc. TJ1230 x 9 0 16 oc. 9.98 NEW FLOOR NGT. TOP OF PIER 8.0625 1x8 Azek Skirt Board R-30 Insulation — 2z8 ACQ Plate New Conc. Reinforced R-30 Insulation New New New Addition to Walls Foundaliion Foundation FLOOD ELEV. 8.0 2x6 ACQ Floor Joists Foundation (See Foundation Sections) Wall AdditionNew Concrete Wall Addition 8.0 FLOOD ELEV. WORK NOTES: 2x6 ACQ House Bm. New Wall Addition New See Foundation Suctions New Conc. Reinforced See Foundation Sections New Grade ( ) 7.8 TOP OF FLOOR TOP OF FLOOR 7.8 5„ Foundation (See Foundation Sections) CRAWL SPACE Foundation CRAWL SPACE ( ) Addition to Walls (See Foundation eclions) $x18" Anchor Bolts (Max 32"oc.) AE 6.0 Wall Wall (See Foundation Sections) 6.0 AE (See Foundation Sections) (See Foundation Sections) EXISTING SLAB HGT 5.0 — _ _ — —_ _ _ — — I — — 5.0 EXISTING SLAB HOT Existing Existing — Foundation Existing 16"x 8" New 20% 8" Foundation Existing 16"x 8" New Wall CMU FoundationWall CMU Foundation Existing 16% 8" Min Conc. Ftg. See Foundation Sections Conc. Ftg. (Min) 9 (Min) New 20"x 8" ( ) ( ) See Foundation Sections ( ) See Foundation Sections 3'-0" Below final Grade ( ) See Foundation Sections CMU Foundation 3'-0" Below Final Grade Conc. Ftg. Min (See Foundation Sections) 9 (Min) (See Foundation Sections) (See Foundation Sections) 3'-0" Below Final Grade Existing 16"x 8" Existing 16"x 8" (See Foundation Sections) Existing 16% 8" Conc. Ftg. (Min) Conc. Ftg. (Min) Conc. (Min) 3'-0" Below Final Grade Below Final Grade Bel CROSS SECTION 3'-0" Below Final Grade A (SeeeeFoundation Sections) (See Foundation Sections) (See Foundation Sections) SCALE: 1/4"= 1'-0" Hurricane Strapping 1411x 91" LVL Ridge 12 g" Bolt r 7 g' Bolt 2x8 Rafters 16" cc. ATTIC li" Bolt CDX Roof Sheathing 30# Felt Architectud Fiberglass 2x4 Ridge Poles Roof System ® 16"oc. Hurricane Stropping R-19 Insulation PROJECT: 1X8 Azek Fascia " B t J61 g' Boli Bolt S 16" Azek Beaded Soffit R-30 Insulation R-30 Insulation M 0 10 2x Soffit Framing Bolt R-19 Insulation R-19 Insulali n 2x6 Top Plates R-30 Insulation (2)14"x 92" LVL Hdr. 2x6 Shoe LIN. 2x6 Studs BATHROOM CL HALL HALL 2x4 Studs 16"oc. MASTER S RD` E hr"M k".%, E Existing Exterior Sheathing 30# Fell BATHROOM 2x8 Rafter Plate /Nailer Hord!—Plonk Siding Better Header 2x4 Shoe R-21 Insulation (3)14"x 118" LVL with (2)4" Stl. FI. Plates R-30 Insulation 1940 MASON DRIVE Metal Standing Seam Roof 521% 20" LVL Flush Beam Existing 3" Oak floor GAtalceta Water am Roof GAF Ice & Water Sheild R-30 Insulation 9 a 12 UTCHOGUE NY 11935 CDX Roof Sheathing 1 Existing 4" CDX Subfloor �° CDX Roof Sheathing 2x6 Rafters 16" cc. —�3 2x8 Rafters 16" ac. 2x Soffit Framing 4 Hurricane Strapping Hurricane Strapping 7„ 7" PP g 1X8 Azek Fascia J. 1 c. ew TJ1210 x 11g Floor Joists New TJI210 x 11s Floor Joists 1X8 Azek Fascia DRAWING TITLE: : 2x Soffit Framing 2x8 C.J. 16 oc. � 2z Packing / 14x lig' LVL (2)14"x 118" LVL Hdrr. �' 54'x 92' LVL Girder 16" Vented AzekBeaded Soffit Bolted on Ledger (2)14"x 92 LVL Hdr. 3„ r„ Azek Trim 12"x8"PermoWrop Recessed Craftsman Column SECTIONS 2x Girder Packing R-19 Insulation (3)14 x 92 LVL Hdrr. Simpson Strong-hold 10" HB&G Permacast Column R-30 Insulation HE Threaded Rod with Anchor Plate AS NOTED 2x6 lop Plates NEW (2)14°x 92' LVL Hdr. COVERED PORCH 2x6 Studs LIVING ROOM NCOTES: Matching Exterior Sheathing FOYER FHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE R-21 Insulation AREA Concrete Base DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 30# Felt 14"x92' LVL Box Beam a" Oak floor PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Hardi-Plank Siding F with Stocked Stone FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2x6 Shoe 4" CDX Subfloor Veneer DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Hurricane Stropping 143.x92" LVL Box Beam New Patio UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 4" IT NEW FLOOR HGT. 9.98 x6" Trex Decking 9.98 NEW FLOOR HGT. (3)2xiD ACQ Girder x TJI230 x 9 C 16 oc. TJ1230 x 9 U 16 oc. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1x8 Azek Skirt Board \---R-30 Insulation R— n.ulation Nem — New SEAL: DAZE: 2x8 ACQ Plate NEW R-30 Insulation FLOOD ELEV, 8.0 2x6 ACQ Floor Joists New Foundmiion Foundation 8.0 FLOOD ELEV, SEPTEMBER 29, 2018 CRAWL SP OF NEW PROJECT NO: 2x6 ACQ House Bm. Foundation Wall Adldifion Wall Addition New Grade Wall Addition New Conc. Reinforced New (See Foundation 'Sections) New Conc. Reinforced (See Foundation Sections) 7.8 TOP OF FLOOR TOP OF FLOOR 7.8 "x18" Anchor Bolts (Moz 32"oc.) See Foundation Sections Addition to Walls Foundation Addition to Walls New C � O• $.qtr .� ( ) Concrete 1036-2018 New (See Foundation Secti ns) Wall (See Foundation Sections) UAL �z C� �' \ PRAWN BY: AE 6.0 1 Foundation (See Foundation Sections) Pier p g 9„ EXISTING SLAB HGT 5.0 Wall — — — — — — — — — _ _ ( ) 5.0 EXISTING SLAB HGT vr. See Foundation Sections �r � E.>;' ,�?c a (See Foundation — — — F•; BDK r— S' I�IW JHECKED BY: Existing New 20"z 8" Existing m \ -1 J RB Sections) Conc. Ft . Min Foundation Existing 16"x 8" New Foundation g ( ) g � x s � ,� Conc. Ftg. (Min) Wall 3'-0" Below Final Grade Wall CMU Foundation Existing 16% 8" © COPYRIGHT 2018 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �� ` �"'� ' SHEET NUMBER: 3'-0" Below Final Grade New 20% 8" (See Foundation Sections) Existing 16"x 8" (See Foundation Siections (See Foundation Sections) CMU Foundation Cj 0818,',8 g (See Foundation Sections) (See Foundation Sections) PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �F, ��. (See Foundation Sections) Conc. Ftg, (Min) CMU Foundation WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF cO,CUSSi C,)A304 3'-0" Below Final Grade (See Foundation Sections) Exisling 16"x 8" Existing 16"x 8" KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (See Foundation Sections) Existing 16"x 8"_JCane. Ftg, (Min) Conc. Ftg. (Min) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. Conc. Ftg. (Min) 3'-0" Below Fincl Grade 3'-0" Below Final Grade / 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) 10/. ,/ (�' CROSS S ( DOB NUMBER: OF (See Foundation Sections) � 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 ® 1�DERGN"A3S" SCALE: 1/4"=1'-0" 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. �' 4" ��lG%% ///_..,/%/ r'; Hurricane Stropping --_" I-- ' AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 13"x 9'" LVL Ride LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH - - -_ 4 9 r T ; THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. �' " Bolt _ -- ; 8 Bolt 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) KEM DESIGN ASSOCIATES roc 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - residential s, commercial design • consulting 2x8 Rafters 16" oc. ATTIC " Bolt PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) e" CDX Roof Sheathing 30y Felt- 12 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 2x4 Ridge Poles P0.Box 1675 phone: (631 433 9084 Architectual Fiberglass c 16"oc. Southold,New York 11971 E-Mail: ssbn654@optonline,net Roof System Hurricane Strapping R-19 Insulation Kehl Design Associates,LLC o formerly D A K Associates,LLC 1X8 Azek Fascia ' 7:7: e" Bolt " Bolt B i JWNERSHIP & USE OF DOCUMENTS: 16" Azek Beaded Soffit 3" Bolt R-30 Insulation R-30 Insulation 2x Soffit Framing8 These drawings and specifications including the R-19 Insulation R-19 Insulctin ideas, design and arrangements represented 2x6 Top Plates R-30 Insulation therein, are the property of KEHL DESIGN (2)14"x 92' LVL Hair. BEDROOM ASSOCIATES, LLC. No part thereof shall be 2xh Studs BEDROOM CL 2x4 Studs 16"oc' copied, disclosed to others or used in connection g"CDX Sheathing � 30#Felt (2)14"x118' LVL Flush Beam 2x8 Rafter Plate /Noiler with any work or project other than for which Hardt-Plonk Siding 26 Shoe 2x4 Shoe they have been prepared without written consent. R-21 Insulaiian (2)14"x 92" LVL Hdr. R-30 Insulation oof Metal Standing Seam Roof 5a"x118" LVL Flush Beam R-30 Insulation Existing 4" Oak floor GAF MetaII et&dWateream Sheilld GAF Ice & Water Sheild q" COX Roof Sheathing 12 Existing 4" CDX Subfoor 12 " COX Roof Sheathing 2x6 Rafters 16' oc. 4� �3 2x8 Rafters 16" oc. 2x Soffit Framing Hurricane Stropping Hurricane Strapping 1X8 Azek Fascia J. i o UUU New TJI210 x 11 g' Floor Joists New TJI210 x 11g" Floor Joists 1X8 Azek Fascia NOT FOR 2x Soffit Framing R-19 Insulation z 2x8 C.J. 16"oc. cS2Sb i I 16" Vented Azek Beaded Soffit R-30 Insulation 14"x 14" LVL (2) 4' 118 LVL Hdr. 54 x 92 LVL Girder CONSTRUCTION 3^ Azek Trim 2x Packing (2)14 x 9"' LVL Hdr. " �" 2x Girder Packing (3)14 x 9z LVL Hdr. 12"x8"PermaWrap Recessed Craftsman Column USE LESS 10" HD&G Permacast Column Simpson Strong-hold CERTIFIED BY A 2x6 Top Plates Threaded Rod with Anchor Plcte (2)14"x 921" LVL Hdr. LIVING ROOM COVERED PORCH PROFESSIONAL 2x6 Studs STAIRWELL AREA 8" COX Roof Sheathing R-21 Insulation Concrete Base ENGINEER 30 Felt141"X92"LVL eaX spm 4" Oak floor 4" Oak floor with Stacked Stone Nardi-Plank Siding F4" CDX Subfloor 4" CDX Subfloor - Veneer 2x6 Shoe Hurricane StroppingT 14x92" LVL Box Beam NEW FLOOR HGT. 9.98 4"x6" Trex Decking New Patio (3)2x10 ACO Girder TJI23u x 9' Co)16 oc. T 1 9.98 NEW FLOOR HGT. 1x8 Azek Skirt Board New R-30 Insulation INew New 2x8 ACO Plate Foundation CRAWL SPACE FLOOD ELEV. 8.0 2x6 ACD Floor Joists Foundation New Foundation 8.0 FLOOD ELEV. WORK NOTES: 2x6 ACO Nouse Sm. Wall Addition Wall Addition Concrete Will Addition New Grade (See Foundation Sections) New Conc, Reinforced New CRAWL SPACE (See Foundation Sections) New Conc. Reinforced Pier (See Foundation Sections) ].8 TOP OF FLOOR TOP OF FLOOR 7.8 Addition to Walls Foundation Addition to Walls "x18" Anchor Bolts (Max 32"oc.) AE 6.0 New (Se Foundation Secti ns) Wall (See Foundation Sections) 6.0 AE Foundation ( ee Foundation Sections) EXISTING SLAB HGT 5.0 Woll — — — — — _ _ _ _ _ _ _ (See Foundation Sections) 5.0 EXISTING SLAB HGT Existing Exiisting Foundation New 2D"x 8" Foumdation Existing 16"x 8" Conc. Ft . Min See Foundation New (Sections Conc. Fig. (Min) Mall CMU Foundation Existing 16"x 8" 9 (Min) New 20"x 8" ( ) Existing 16"x 8° (See Foundation Sections) (See Foundation Sections) CMU Foundation 3'-D" Below Final Grade Conc. Fig. (Min) EMU Foundation 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) Existing 16"x 8" Existing 16"x 8" (See Foundation Sections) Existing 16" Conc. Ftg. (Min) Conc. Ftg. (Min) x 8" Conc. Ftg. (Min) S-O" Below Final Grade 3'-D" Below Final Grade 3'-0" Below Final Grade (See Foundation Sections) (See Foundation Sections) (See Foundation Sections) CROSS SECTION A SCALE: 1/4"= V-0" Hurricane Stropping 14"x 92LVL Ridge $" Bolt x 11 r Ti o Bolt 2x8 Rafters 16" oc. ATTIC " Bolt COX Roof Sheathing 30#Felt 12 Archilectuol Fiberglass 2x4 Ridge Poles Roof System @ 16"oc. 7 PROJECT: Hurricane Stropping R-19 Insulation 7717T 11-66h IL J 1X8 Azek Fascia------,,, B t 8" Bolt g' Boli W I W 5 U 16" Azek Beaded Soffit g3" Bolt R-30 Insulation R-30 Insulation 2x Soffit Framing R-19 Insulation R 13 Insulation 2x6 Top Plates R-30 Insulalion AN 101 E S I DE I'lum (2)14"z 92' LVL Hdr. 2x6 studs BEDROOM CL 2x4 Studs 16"oc. MASTER " COX Roof Sheathing 30# Felt Existing 4" Oak floor BEDROOM 2x8 Rafter Plate / Nailer Hardi—Plank Siding 20 Shoe 1940 MASON DRIVE R-21 Insulation Existing 4" COX Subfloor R-30 Insulation Better Header (2)14"x 118' LVL Flush Beam w/(1)2" Stl Fl. Pl. 2x6 Shoe �„ Metal Standing Seam Roof CUTCHOGUE NY 11935 Metal Standing Seam Roof R-30 Insulation Existing 4 Oak floor GAF Ice & Water Sheild GAF Ice & Water Sheild 3" 12 J" COX Roof Sheathing ' ' " COX Roof Sheathing 4� Existing 4 COX Subfloor 2x6 Rafters 16" oc. 3 2x8 Rafters 16" oc. 2z Soffit Framing Hurricane Strapping Hurricane Strapping x oc. 111 fJew N1210 x 118 Floor Joists New TJ1210 x 118 Floor Joists 1X8 Azek Fascia DRAWING TITLE: 1X8 Azek Fascia - 2x8 C.J. 16"oc. 2x Soffit Framing - (2)14"x 11 g" LVL Hdr. 54"x 92" LVL Girder 16" Vented Azek Beaded Soffit R-19 Insulation 21 Packing SECTIONS (2)14"x 92" LVL Hdr. R-30 Insulation Azek Trim 2x Girder Packing (3)14"x 92' LV_Hdr. 12"x8"PermaWrap Recessed Craftsman Column 10" HB&G Permacast Column Simpson Strong-hold AS NOTED 2x6 Top Plates Threaded Rod with Anchor Plate (2)14"x 9" LVL Hdr. MUD COVERED PORCH NOTES: 2x6 Studs LAUNDRY '' POWDER LIVING ROOM THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE COX Roof Sheathing ROOM ROOM ROOM AREA DES'1GN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE R-21 Insulation Concrete Base PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 30# Felt 4" Oak floor 4" Oak floor with Stocked Stone FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Hardi-Plank Siding 4" COX Subfloor 4" COX Subfloor Veneer DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2x6 Shoe UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Hurricane Strapping 31, r 14 x92 LVL Box Beam New Patio 14 x92 LVL Box Bea 2 NEW FLOOR HGT. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW FLOOR HGT. 9.98 4"x6" Trex DeckingLA J (3)2x10 ACO Girder IJI230 x 9 @ 16 oc. TJI230 x 9 C'16 oc. 1x8 Azek Skirt Board _� New 9.98 SEAL: DA1 E: 2x8 ACQ Plate R-30 Insulation New R-30 Insulation R-30 Insulation New FLOOD ELEV. 8.0 2x6 ACQ Floor Joists Foundation Foundation Foundation 8.0 FLOOD ELEV. SEPTEMBER 29, 2018 2x6 ACO House Om Wall Addition Wall .Addition Wall Addition �F NEW PROJECT NO: New New Conc. Reinforced New CRAWL SPACE (See Foundation Sections) New Conc. Reinforced New (See Foundation Sections) 7.8 TOP OF FLOOR �� Y�. TOP OF FLOOR 7.8 New Grade (See Foundation Sections �P 1036-2018 Foundation Addition to Walls Foundation Addition to Walls Concrete 0. 13 �� 'f� DRAWN BY: AE 6.0 J%18" Anchor Bolts (Max 32"oc.) Wall (See Foundation Sections) Wolf (See Foundation Sections) Pier 6.0 AE G� �'� �11 (See Foundation Sections) (See Foundation Sections) (See Foundation Sections) O �'F."II Y� ' BDK h r. : �, EXISTING SLAB HGT 5.0 — — — — —_ —_ —_ — —_ — _ _ _ _ _ _ _ = 5.0 EXISTING SLAB HGT �c ^y , �, ,� CHECKED BY: �r'"�' Existing Existing p ( -� c RB Foundation Existing 16"x 8" Foumdation Existing 16"x 8" ��,,, % w New Wall New 20"x 8" Existing 16"x 8" C COPYRIGHT 2018 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE CMU Foundation Wall CMU Foundation �� .� SHEET NUMBER: Conc. Ftg. Min New 20"x 8" (See Foundation Sections Conc. Ftg. (Min) (See Foundation Sections (See Foundation Sections CMU Foundation PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �` p g (Min) (See Foundation Sections) 3'-0" Below Final Grade ) (See Foundation Sections) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ODIC r 81 SGB 3'-0" Below Final Grade Conc. Bel (Min) (See Foundation Sections) 0 FSS nNP A305 (See Foundation Sections) 3'-O" Below Final Grade Existing 16"x 8" Existing 16"x s" KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (See Foundation Sections) Existing 16"x 8" Conc. Ftg. (Min) Conc. Ftg. (Min) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Conc. Fig. (Min) 3'-0" Below Final Grade 3'-0" Below Final Grade B (See Foundation Sections) (See Foundation Sections) 3'-O" Below Final Grade CROSS SECTION Acceptance of these drawings does not authorize the right to build without the authorization 1011�/1dp DOB NUMBER: OF (See Foundation Sections) SCALE: 1/4"= V-0" �3 0 5) 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 © UMDERGN ASSOQA'18S,ac agencies prior to construction.