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1000-93.-1-3
OFFICE LOCATION: ®� S® MAILING ADDRESS: Town Hall Annex °` ® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ens ® Telephone: 631 765-1938 Southold, NY 11971 i LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 11, 2023 Re: LWRP Coastal Consistency Review for of MIMN HOLDING, LLC, c/o NICHOLAS NOTIAS SCTM# 1000-93-1-3 Inter-Science Research Association, Inc. on behalf of MIMN HOLDING, LLC, c/o NICHOLAS NOTIAS requests a Wetland Permit to demolish existing 1,259sq.ft. two-story dwelling with 526sq.ft. garage, 469sq.ft. porch, 1,002sq.ft patio, 17sq.ft. shower, and all other accessory structures; construct a 5,144sq.ft. two-story dwelling; construct a 960sq.ft. pool on seaward side of dwelling; construct a 2,907sq.ft. of covered terrace and open terrace between dwelling and pool, and courtyard area for basement egress on southerly side of dwelling; an ±8'xl 1' north patio entrance with steps to ground; abandon existing sanitary system and install a new I/A OWTS - - sanitary system; and install a system of gutters and leaders to drywells to contain roof runoff; provide a drywell for pool; install pool equipment, a/c unit and generator areas; establish and perpetually maintain a 10' wide Non-Turf Buffer area landward of the "Zone X" line, and that the areas seaward of the "Zone X" line be established and perpetually maintained as a Non- Disturbance Buffer area with a 4' wide access path through the Non-Turf and Non-Disturbance Buffer areas; and for an trees removed, a 1 to 1 tree replacement using 2 '/" caliper size trees. Located: 450 Paradise Point Road, Southold. SCTM# 1000-93-1-3 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 INCONSISTENT with the below listed Policy Standard and therefore is INCONSISTENT with the LWRP 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction It is unclear why the setback to the structure is measured from the High Water Mark. A beach is a tidal wetland (See Chapter 275 definition). Verify the wetland vegetation limits and the line to establish the accurate setbacks. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. The parcel is partially located in FEMA flood zones VE (Velocity Hazard and AE El 6 and 8 (Structural Hazard). Structure in and near these areas should be avoided and minimized due to repetitive loss from storm surge and flooding. Construction of the new structure should be moved to achieve the largest setback practicable. The decrease in the setback is unsupported by this policy. GIS VIEWER, Suffolk County.W, .. 50 Paradise Point,Ruac,S X Q Q1e � j-, �— v f _ �.�e "T.,Y -•fit"%.•':` ;t. :tic't. {; �� 'a'i�Li.1� ,.t-Y,.3.•E� l w, •';:'-;:}J r ty`�.%' - ,e,. 3.L:��. 4�r,• r� �. -.d' '.b ;vim{z:... .4,.:_ - _ - _ � _ tic"`.°: :'C`e.,, �` '�it "r S 4 :9w. M• - NI -:l 4 _ n'.1[ 'X - t^ a.' IY>: _ f•' `•...:' ..-'+4;; '.'t-• Lt .r.z,. .;�4t>y,,.• i?i;-.'.. - r o. i':•.,� - - ,.}y�_ &`;:'•.a-.[� »ice`» 1f. - 'a^'y>;: e-u,,k - �a' Yc a.A.,• :fi ti�.•,^�*{+ - "•y t-.;,- "a,'"1 r.,.. .,1g;Z•.�,,sc:+ ° �r' ;'a"s;S�t ;r'r 'yam f':ri�.:?•: - "•+H.••a .s^T•.'r''• - n,y:'! 7 rye """"iI i\ (� f, Y ^R - r ' dr. 4 pp W 4, '-�'+pyr, +Jop :j"Nr.,�^> -,.�'iC +..,Ss�v`'Qeee` r.:i'...x`�, .'i.'•�+, �' _ _ F'tt'sTrt1+ �r '�-•,T.'s ra'� psi - ,,.�.�-_ - - Y .4 Subject parcel 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: Honorable Lori Hulse, Attorney EEIE Town of Southold T AUG 0 7 '2023 LWRP CONSISTENCY ASSESSMENT FORM Southo d 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 'lin the Coastal Erosion Hazard Area. 'the preparer of this form should review the exempt each policy contained in the Town of Southold Local red action will be evaluated as to its significant lil area(which includes all of Southold Town). �n r � 3. ` �-�v �'T� �q.� : I swered"yes"or"no",then the proposed action will �andards and conditions contained in the consistency olained in detail,listing both supporting and non- t` 3 tified as consistent with the LWRP policy standards and �GD ns 15 �wing places: online at the Town of Southold's website Trustees Office,the Planning Department, all local I B. DESCRIPTION OF SITE-AND PROPUNhu ACTION 0 A- SCTM# 093 - 01 - 03 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. Hard o TPus es ® ZBA ❑ 1. Category of Town of Southold agency acti (cl pro to response): (a) Action underta n dir tly b 41 Town (e.g. capita construction, p a ing tV ' en t egulation, land transaction) ❑ (b) Financial assistance e.g. gr , oan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to demolish existing dwelling and related appurtenances, and to construct a new dwelling (4,919 ft2) with attached porch (295 ft2), proposed terrace (22,234 ft2, , proposed gravel driveway, and swimming pool (900 ft 2). Applicant also proposes to establish and maintain a 10.0' wide non-turf buffer along the landward side of the existing edge of clearing seaward of the proposed dwelling_ Location of action: 450 Paradise Point Rd. Southold,NY 11971 Site acreage: 2.52 acres Present land use: Residential Present zoning classification: R—40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: MIMN HOLDING LLC (c/o Nicholas Notias) (b) Mailing address: 31-15 Shore Road, Douglaston, NY 11362 (c) Telephone number: Area Code(718) 886-5059 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes® No ❑ If yes,which state or federal agency? NYSDEC, DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances'community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 5 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life,structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable. This Policy is not applicable. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This policy is 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 This policy is not applicable to the subiect project. Attach additional sheets if necessary Policy 7.Protect and improve air quality in the Town of Southold. See LWRP Section III-Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary PUBLIC COAST POLICIES Policy 9. Provide for public access to,and recreational use of,coastal waters,public lands,and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. 1/4" PER FOOT MIN. PITCH 1/8'PER FOOT MIN. MIN, 4" DIA. SANITARY PIPE PVC WASTE LINE SDR 35 SDR 35 WATER TIGHT FRAME&COVER 3v HOUSE CONCRETE COLLAR W/APPROVED LOCKING DEVICE FF.F. EL. 14,0' TO WEIGH 60 LBS.MIN,OR 20" D-BOX W/ OPPER END PLUG SECONDARY SAFETY LOCKING COVER ST UDS/DENCES TO BE PROVIDED SAFETY COVER 12,0' AT GRADE • �/ I.E. EL. 10.0' p35 11.0 I'MIN. 6'THICK CONCRETE e MR PIPE --------- -a'-'n----- 2 MAX . COVER I CLEAN CUT 10.2' 10.1' 8 9,.. R8.7' N O /• 1 rfN LE, .��.`:f :i ,,,%` 1 J..zs LINEW 8.5' .1 `. ::H <:'r.'.zi 4.0' w e 3.0'MIN. S6S,I6 [8]LEACHING POOLS(4'DEEP)"' HEGW 1.5' SQL'^ AN1100 [4]EXPANSION POOL (4'DEEP) C^ \\ C BACKFILL MATERIAL TO BE CLEAN SANDR&UGRAVEL � ER \\ EXCAVATE ALL UNSUITABLE SOILS HYDROACTION AN 1 100 GALLEY DETAIL SANITARY SEPTIC SYSTEM PROFILE /oe 'CV ` \ JOsep O 4o 0n 14 F N.T.S. q qT Q / �� .ham T M or H0q FF cor/ dr fOr� / v�2 I ' r,o Gyq/N</Nk [DWe/in9 Mor/e �i0n DRAINAGE CALCULATIONS: Ff wip REQUIRED: m 1z \ ' I NGf 116/; / \ \ o wOter� Ocori OcOrj HOUSE x x 51 4 S.F. = 859 C.F. \ , 859/68.42 = 13 V.F. 'o USE: ` (4)10'Ox4' DEEP POOLS = 13 V.F. Gor R 1 �RF�Ack�sTtjR CRq �Ff�`F ?�\FEyCCC.7'�_ \ (3 FD Si NN 0/NC �L.4 �<<G,�. l TEST HOLE DATA Q �3N `\ II 5D00 S rFfNF& l �'I4_-Xd1r� JEwCJ/' / MCDONALD GEOSCIENCE �fkl F. CF :::••.}. lCc"ln�''•.<<C DEC. 04, 2017 \ "GW ' �``�'�SANITR OS` I �� -`� .�141, l 00�, �e\fRV/Gf i , RF..� 0 ..........\_y� wTs EL=10.2 LOAM Oo Z f „ F1I DARK BROWN 0 t\z N/V l �\` _�;' l fklSTi 0.5 NC BROWNSIC SgJHSegN�pRYSr CLAYEY SAND 30 l tfSt R OUi" PSr M Ch OU v� \ T Ow 1 ' \ H��ry� `�� 1 .. f RE.4 P'Rf PALE BROWN 4/N \� T S C?4Ll ` (� \\ `,Cp Y ,q`1�.�/\� ') S FINE TO SP K FfNCf ` - RRII� \ \ O / i rfN MEDIUM SAND N� EL=0.4 ---- 9.8 G.W. ^7 `i \ 1 4WQ / � / .fin / � / F � .....� i \ L 62 , O 2 Q W \ / .� �, \� L� V v2'I ���i,! // WATER IN h 0010, PALE BROWN Sp / �� ,I� �` / ' �,\ i // MEDFINE TO IUM SAND Ow ....I. Q�� / O'Zo o.. 1 / t� r / / R Or i0w1 .....'..... '.a�om�4::.:_:. r.•' l /POOR fOr Sv /•9OU /os 'l er/� I r iy` f t� / / \ // 3 17.0 r�__.:- ,.�,._.'_-�:"` SO, I/(J� 40�• FfN I I ~.. 141I� 'I'/ O C� r i \ ^ C� (DWe �/' o :_! (0 \ O CV N o 9 W lVej� s�No .;.. // � � '` 2 gyW? eE / 00 n q JUL 1 1 2023 w°t ) FN F SNf� GFq/ G...: / , , W �, `�a__ �� \\ Q W� Ro YED N /�O SHfO �.SV' A j b/ O., , '/ ,,, O Q 0, `b I�Q z co fCllt�'iCl iUV'r'il TVs d'2j/43 -�h/ ` '! I I Q>U O �c,,FG of T 'st�as S js. / 1 `...:` ' / �/O� Dw / / , f l�, 2 tI W 3 =O¢N v/ .—_—..._._._ 30 b� 1\ / ' :,/........ , /'�-I cn k/StnG p /r ' l W + 2 O W Li MAY 25, 2023 AMENDED PROP, STRUCTURES mZ Af'V 0.a�0, `, , �=C9 M1fglN ' 1 (0. OV)0 Q JAN. 23, 2023 IND. PROP. STRUCTURES �4N SNf I /iJ 'I, Q" V w j C 2 S p OCT, 03, 2018 AMENDED LABEL FRq y o3N I 'C. t /2T44�/Ge / // m L¢2 SEPT. 18, 2018 IND LOT COVERAGE W AUG. 22, 2018 IND. BUFFER20J yDU i o'!b/ uUj AUG. 14, 2018 S.C.D.H.S. AMENDMENTS Survey for: MAY 17, 2018 AMEND LABEL ` APR. 25, 2018 AMENDED PROP. SANITARY NICK NO TIA S } J I ' I DEC. 05, 2017 IND, PROP. STRUCTURES l �/ W/R \ 0� DATE: NOV. 11, 2017 / o=, f�eN ?` 3 n,� cf o`FN i I r a JOB NO:2017-587 At l 8N ^ co LOT COVERAGE: h0[1,/ I , 00 Bayview EXISTING: ye or M CERTIFIED TO.-"!- , r:"`mot: Ot 1`c NICK N(.IIAS". -R, ' �.`� Town Of HOUSE = 1259 S.F. (Dwe/%/ e/ R %e/ ?�4' (� y woo Southold GARAGE = 526 S.F. pq ip4 cm0 ° k +} �� PORCHES = 469 S.F. w e/,C /fie/ �G F Suffolk Count New York / w°t /i y� PATIO = 1002 S.F. er) ' SHOWER = 17 S.F. S.C.T.M.: 1000-093.00-01.00-003.000 TOTAL = 3273 S.F. OR 3.0% L 1 40 0 40 r I I PROPOSED: SCALE:1"=40' HOUSE = 5144 S.F. fj'•. i'n F',_• POOL = 960 S.F. TERRACES = 2907 S.F. DAVID H. FOX, L".5:='P.0 'N.Y.S.L.S. #50234 NOTES: TOTAL = 9011 S.F. OR 8.2% FOX LAND SURVEYING pp 64 SUNSET AVENUE 1. AREA = 109.558 S.F. PROPOSED LOT COVERAGE WITHIN 300' cop R"/01V ITF 0 WESTHAMPTON BEACH, N.Y. 11978 2, ■ = MONUMENT FOUND, o = SPIKE FOUND, OF WETLAND BOUNDARY(46,649 S.F.) p.1 ee of (631) 288-0022 3. REFERENCE DEED L. 11896 CP 836 PROPOSED: UNAUTHORIZED ALTERATION OR ADDInON TO THIS SURVEY 4. ELEVATIONS SHOWN HEREON ARE REFERENCED HOUSE = 5144 S.F. IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES 'S INKED SEAL OR EMBOSSED PIIT BEARING TO N.A.V. DATUM (1988). POOL = 960 S.F. THE LA SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 5. ZONING USE DISTRICT = R-80 TERRACE = 2907 S.F. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRM TOTAL = 9011 S.F. OR 19.3% PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY PANEL NO.36103CO167 H LAST DATED SEPT. 25, 2009. AND LENDING IN5n TUTION LISTED HEREON , AND TO THE IN ST ASSIGNEES E NOT TRA SFERABLEG TI TO ADDITIONAL CERTIFICATIONSTON ARE NSTUnONS 7. THERE IS NO GAS ON PROPERTY. OR SUBSEQUENT OWNERS. DWG: 2017-587 A B I C D E F G GENERAL NOTES: CONCRETE NOTES: REINFORCING NOTES: WOOD FRAMING NOTES: STRUCTURAL DESIGN CRITERIA 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE 1. ALL CONCRETE REINFORCING OARS SHALL CONFORM TO ASTM A615,GRADE 60 EXCEPT WHERE 1. ALL WOOD FRAMING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPLICABLE BUILDING 1.CODES AND STANDARDS: LATEST EDITION. REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318)AND THE NEW YORK STATE BUILDING NOTED,ALL REINFORCING BARS TO BE WELDED SHALL CONFORM TO ASTM A706.REINFORCING CONSTRUCTION CODES AND BEST GENERAL ACCEPTED STANDARD. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CODE.IN CASE OF CONFLICT,THE STATE BUILDING CODE SHALL GOVERN. BARS MAY NOT BE WELDED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. LUMBER SHALL.CONFORM TO THE LATEST EDITION OF THE'NATIONAL DESIGN SPECIFICATION FOR A'NEW YORK STATE BUILDING CODE,LATEST EDITION'. COMMENCING WORK,IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER/ 2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE,MIXED AND PLACED UNDER THE 2. ALL WELDED WIRE FABRIC(W.W.F.)SHALL CONFORM TO ASTM 185.(FY=65 KSI MIN.)W.W.F. WOOD CONSTRUCTION"AS PUBLISHED BY NATIONAL FOREST PRODUCTS ASSOCIATION,UNLESS B.'AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10'. ARCHITECT OF ANY DISCREPANCY THAT MAY EXIST. SUPERVISION OF AN APPROVED CONCRETE TESTING AGENCY. SHALL BE PROVIDED IN FLAT SHEETS.THE FOLLOWING W.W.F.SHALL BE USED FOR AREAS OTHERWISE NOTED. 3. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS. PROVIDE ALL 3. FOR LOCATIONS LISTED BELOW,CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH SAND AND SPECIFIED BELOW UNLESS OTHERWISE SHOWN ON THE DRAWINGS: 3.ALL LUMBER TO BE DOUGLAS FIR-LARCH#2 OR BETTER,WITH THE FOLLOWING STANDARDS: 5 OPENINGS REQUIRED BY MECHANICAL,ELECTRICAL,OR PLUMBING TRADES,WHETHER OR NOT GRAVEL AGGREGATE,TYPE I OR TYPE II PORTLAND CEMENT AND A MINIMUM COMPRESSIVE SLAB ON GRADE: 6.6/W4.0 x W4.0 5 SHOWN IN THE STRUCTURAL DRAWINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRENGTH(rc)OF 4,000 PSI IN 28 DAYS. 3. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS UNLESS OTHERWISE A. FB= 900 PSI STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RENEW. 4. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN AN AIR ENTRAINMENT ADMIXTURE,AIR NOTED ON DRAWINGS. B. FV= 185 PST DESIGN LOADS: 4. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND CODES NECESSARY TO CONTENT TO BE 5Rt 1%. 4. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI C. E = 1,600,000 PSI DISTRIBUTED LOADS(PSF): ADEQUATELY PROTECT ALL PERSONS PROPERTY FROM INJURY,DAMAGE OR LOSS.HE SHALL 5. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS,EXCEPT WHERE 315-'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," D. Fc= 1,350 PSI INSTALL AND MAINTAIN ALL REASONABLE SAFEGUARDS,NOTICES,BARRIERS.SCAFFOLDING, SPECIFICALLY NOTED.HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH LATEST EDITION. E. 19%MAX.MOISTURE CONTENT 1. DEAD LOADS LADDERS,AND PRECAUTIONS REQUIRED TO PROVIDE ALL PROTECTION. VERTICAL CONSTRUCTION JOINTS. 5. PROVIDE AND SCHEDULE WITH THE SHOP DRAWINGS,ALL NECESSARY ACCESSORIES TO HOLD 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM THE 6. CONSTRUCTION JOINT LOCATIONS OTHER THAN SHOWN ON THE DRAWINGS ARE PERMITTED REINFORCING SECURELY IN POSITION.MINIMUM REQUIREMENTS SHALL BE: 4. PROVIDE BRIDGING SPACED NOT MORE THAN 8'-0'O.C. ROOF 20 PSF CONSTRUCTION SITE IMMEDIATELY AFTER COMPLETION OF THEIR WORK IN SAFE AND LEGAL SUBJECT TO PRIOR APPROVAL OF THE ENGINEER.EXPANSION JOINT AND CONTROL JOINT HIGH CHAIRS 4'-0"ON CENTER 5 PROVIDE TEMPORARY AND PERMANENT BRACING FOR FRAMING,INCLUDING TRUSSES,TO HOLD IT bd FLOOR 15 PSF MANNER. LOCATIONS ARE MANDATORY AS SHOWN.CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING SLAB BOLSTERS 4'-0"ON CENTER SECURELY IN POSITION AT ALL TIMES. 1st(CONC.) 125 PSF 6. THE CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH ALL ARCHITECTURAL AND INTENDED PLACING SEQUENCES AND LOCATIONS OF CONSTRUCTIONS JOINTS TO THE ENGINEER SUPPORT BARS FOR HIGH CHAIRS NO.5 6. PROVIDE DOUBLE MEMBERS AROUND OPENINGS MORE THAN 16"WIDE. MECHANICAL DRAWINGS AND COORDINATE THE WORK AMONG THE VARIOUS TRADES. FOR APPROVAL.CONSTRUCTION JOINTS SHALL BE LOCATED SO AS TO PROVIDE A 60'-0" 6. ALL CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP AS REQUIRED FOR A CLASS B 7. PROVIDE A MINIMUM OF TWO DRESSED MEMBERS UNDER ALL PARALLEL PARTITIONS. 2 LIVE LOADS 7. ALTERNATE CONNECTION DETAILS MAY BE APPROVED IF SUCH DETAILS ARE SUBMITTED TO THE MAXIMUM HORIZONTAL LENGTH OF CONCREFE PLACEMENT IN ANY DIRECTION. SPLICE(ACI 318-95,SECTION 12.15.1)UNLESS NOTED OTHERWISE. B. PROVIDE NAILERS OR LEDGERS WHERE REQUIRED:FASTEN SECURELY. ENGINEER FOR REVIEW,HOWEVER,THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. 7. UNLESS OTHERWISE SHOWN ON DRAWINGS,SLABS ON GRADE SHALL BE CAST IN ALTERNATING 7. ALL LAPS IN W.W.F.SHALL BE ONE MESH PLUS TWO INCHES AT SPLICES. 9. LAP AND SPIKE ENDS OF RAFTERS OR JOISTS.ANCHOR ALL FRAMING TO WALLS NOT MORE THAN ROOFS 20 PSF 8. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRIPS,ONE(1)COLUMN BAY WIDE.ADJACENT SECTIONS SHALL BE PLACED NO SOONER THAN 8. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS UNLESS 4'-D'O.C;INCLUDING RAFTERS AND JOISTS PARALLEL TO WALLS. FLOORS 40 PSF STRUCTURES,PROPERTY,HIS WORKMEN,AND THE PUBLIC,AS AFFECTED BY THE CONSTRUCTION THREE DAYS APART.CONTRACTOR MAY PROPOSE A JOINTING METHOD OR PLACEMENT SCHEDULE OTHERWISE SHOWN ON THE DRAWINGS: 10.PROVIDE All FRAMING HARDWARE AS REQUIRED TO PROPERLY COMPLETE THE FRAMING.AS AN OF THIS PROJECT. THAT VARIES FROM THE FOREGOING FOR THE ENGINEER'S CONSIDERATION. A SURFACES CAST AGAINST EARTH. 3 INCHES EXAMPLE: 3.SNOW LOAD(REFER SECTION 1608 OF N.Y.S.B.C.) B. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER BEARING PLATES SHALL BE B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER FOUNDATION NOTES: NON-SHRINK,NONMETALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5.000 PSI AT 3 16 THROUGH#18 BARS 2 INCHES A 3/4-DIAMETER BOLTS WITH WASHERS®12'O.C.FOR LEDGERS. GROUND SNOW LOAD Pg= 20 PSF #5 BARS AND SMALLER 1 1/2 INCHES B. 1/2"DIAMETER X 12'ANCHOR BOLTS®4'-0"O.C.FOR SILL PLATES. FLAT ROOF SNOW LOAD Pf= 20 PSF 1. THE FOUNDATION DESIGN IS BASED ON BORING AND GEOTECHNICAL REPORTS PERFORMED BY 9. PIPES OR CONDUITS PLACED IN SLABS ON GRADE SHALL NOT BE PLACED CLOSER THAN 3 C.FORMED SURFACES NOT EXPOSED TO EARTH OR SNOW EXPOSURE FACTOR Ce= 1.0 C 1'X X}'STRAP ANCHORS TO STEEL BEAMS. XXXXXXXXXXXXXXXX DATED XXXXXXXX7(XX X%,20X%. DIAMETERS ON CENTERS AND SHALL HAVE AN OUTSIDE DIAMETER LESS THAN 1/3 OF THE SLAB SNOW LOAD IMPORTANCE FACTOR = 1.0 WEATHER SLABS,WALLS. 1 1/INCHES 2. ALL STRUCTURES SHALL BE CARRIED DOWN TO SOIL HAVING A MINIMUM BEARING CAPACITY OF THICKNESS AND BE POSITONED SO THAT THEY DO NOT INTERFERE WITH SLAB REINFORCEMENT. - THERMAL FACTOR = 1.0 10.ALL KEYS SHALL BE 2"X 4-(NOMINAL)UNLESS OTHERWISE SHOWN ON THE DRAWINGS. BEAMS,COLUMNS 1 1/2 INCHES 11.PROVIDE COMPRESSIBLE SILL SEALER GASKETS AT ALL PLATES INSTALLED ON MASONRY OR 2.0 TONS PER SQUARE FOOT.ELEVATIONS GIVEN ARE NOT TO BE CONSTRUED AS LIMITING IN D. SLABS ON GRADE CONCRETE WALLS. SNOW BANKING CONSIDERED WHERE APPLICABLE 4 4 ANY WAY THE DEPTH OF EXCAVATION INQUIRED TO REACH GOOD BEARING. 17.CONCRETE CAST ON SLOPED SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE FROM TOP OF SLAB 1 1 12.ALL PLYWOOD SHEATHING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPLICABLE 3. COMPACT FILL TO 95%OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS ( ) /2 INCHES 4.WIND LOAD(REFER SECTION 1609 OF N.Y.S.B.C.) MONOLITHICALLY TOWARD THE HIGHER ELEVATIONS UNTIL THE INTENDED POUR IS COMPLETED. MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE t x INCH FOR SECTIONS 10 INCHES BUILDING CONSTRUCTION CODES,THE RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOC. DETERMINED BY THE MODIFIED PROCTOR IN ACCORDANCE WITH(ASTM D-1557 OR D-2922)FOR 12.NO CONCRETE SHALL BE CAST BEFORE REVIEW AND APPROVAL OF THE REINFORCING AND THICK OR LESS;AND t'�INCH FOR SECTIONS OVER 10 INCHES THICK.SEE ACI 318-89, AND THE BEST GENERALLY ACCEPTED STANDARDS. END JOINTS SHALL BE LOCATED OVER BASIC WIND SPEED -LILT. 130 MPH EACH 2O00 SQUARE FEET OF EACH LAYER. LOCATION OF TESTS RANDOMLY SELECTED BY EMBEDDED ITEMS HAVE BEEN OBTAINED FROM THE ARCHITECT,OR HIS DESIGNATED STRUCTURAL MEMBERS. TESTING AGENCY. REPRESENTATIVE. SECTION 7.7.1 FOR CONDITIONS NOT LISTED. 13.THE FRAMING LAYOUTS ARE INTENDED TO BE DIAGRAMMATIC AND MAY BE MODIFIED BY THE -ALLOW 101 MPH 4. EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN TO A MINIMUM OF 3'-6"BELOW FINISHED 13.ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMFERED 3/4'UNLESS SHOWN 9. ALL HOOKS SHOWN ON DRAWINGS SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE. CONTRACTOR WITH RESPECT TO ARRANGEMENT OF THE FRAMING MEMBERS PROVIDED THAT THE OCCUPANCY CATEGORY II 10.WHERE CONTINUOUS BARS ARE CALLED FOR,THEY SHALL RUN CONTINUOUSLY AROUND CORNERS EXPOSURE CATEGORY D EXTERIOR GRADE. OTHERWISE U THE DRAWINGS. PERFORMANCE CRITERIA ESTABLISHED IN THE DRAWINGS AND SPECIFICATIONS AND THE VARIOUS AND BE LAPPED AT NECESSARY SPLICES,OR HOOKED AT DISCONTINUOUS ENDS.LAP LENGTHS IMPORTANCE FACTOR 100 5. AL FOUNDATIONS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 14.CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DAY COMPRESSIVE STRENGTH NEIGHS AND CLEARANCES SHOWN ON THE DRAWINGS ARE MAINTAINED. INTERNAL PRESSURE COEFFICIENT 0.18 6. ALL FOOTING EXCAVATIONS ARE TO BE FINISHED BY HAND. SHALL BE AS GIVEN IN THE SPLICE AND DEVELOPMENT TABLE.LAP BEAM TOP BARS AT 7. UNLESS OTHERWISE NOTED,ALL FOOTINGS AND PILASTERS SHALL BE CENTERED UNDER (F'C)BEFORE FORMS ID SHORES MAY BE REMOVED: MID-SPAN AND BEAM BOTTOM BARS AT SUPPORTS,UNLESS OTHERWISE NOTED, 14.WFI PREFABRICATED WOOD JOIST AND LVL BEAMS SHALL BE AS MANUFACTURED BY GEORGIA SUPPORTED MEMBERS. WALLS AND BEAM SIDES 20% 11'PROVIDE ADDITIONAL REINFORCING AT THE SIDES AND CORNERS OF ALL OPENINGS IN CONCRETE PACIFIC COMPANY,ARRIVAL AEUSER,OR APPROVED EQUAL. CONTRACTOR SHALL INSPECT 15.REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES.WHERE FINISH IS NOT SPECIFIED, IN ACCORDANCE WITH THE TYPICAL DETAILS.MINIMUM ADDITIONAL REINFORCING SHALL BE AS PRODUCTS UPON ARRIVAL AT JOB SITE AND REJECT ANY MATERIAL WHICH IS WARPED,WET OR 5.SEISMIC LOAD(REFERS CHAPTER 11-12 OF ASCE/SEX 7-05) B. WHERE FOUNDATION ELEMENTS ARE TO HAVE FILL ON BOTH SIDES,EACH SIDE SHALL BE FILLED CONFORM TO REQUIREMENTS OF ACI 301 -'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR OTHERWISE DEFECTIVE. SIMULTANEOUSLY,MAINTAINING A COMMON ELEVATION. BUILDINGS FOLLOWS:2-#5 TOP AND BOTTOM IN SLABS 15.FASTENERS FOR ALL TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL SEISMIC SITE CLASS: D ' 9. COORDINATE UNDER FLOOR DRAIN REQUIREMENTS WITH ARCHITECTURAL AND MECHANICAL 16.WFI JOISTS SHALL BE KEPT DRY THROUGH DURATION OF CONSTRUCTION. SEISMIC USE GROUP 1 16.SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS,DRIPS,WASHES, REGLETS, 17.LVL FLOOR BEAMS SHALL BE 2 OE GP LAM LVL WITH THE FOLLOWING ALLOWABLE DESIGN STRESS Ss 0.186 g DRAWINGS AND THE REQUIREMENTS OF THE CONTROL ENGINEER. CONCRETE FINISHES,MASONRY ANCHORS,AND FOR MISCELLANEOUS EMBEDDED PLATES,BOLTS, 2-#5 EACH FACE IN WALLS 10.CONTRACTOR SHALL PROVIDE CONTINUOUS CONTROL OF SURFACE AND UNDERGROUND WATER AS 2-#5 x 4'-0'LONG DIAGONALLY EACH CORNER Of OPENING STANDARDS: 5,: 0.175 g REQUIRED DURING CONSTRUCTION SUCH THAT THE WORK IS DONE IN A DRY CONDITION. ANCHORS,ANGLES,ETC. EXTEND BARS A MINIMUM OF 2'-0'BEYOND OPENING PROVIDE HOOK WHERE EXTENSION IS NOT SDS:= 0.186 g HOWEVER,THE CONTRACTOR SHALL INSURE THAT GROUND WATER LEVELS UNDER ADJACENT POSSIBLE. A. MODULUS OF ELASTICITY E = 2.0 x 10 PSI SD1:= 0.175 g STRUCTURES ARE NOT LOWERED BY CONSTRUCTION TECHNIQUES. B. SHEAR MODULUS OF ELASTICITY G = 125,000 PSI SEISMIC DESIGN CATEGORY: B I L BUILDING WALLS RETAINING EARTH RELY ON THE COMPLETED FLOOR SLABS FOR LATERAL C. FLEXURAL STRESS(JOIST)F = 2,900 PSI SUPPORT.IF REQUIRED BY THE CONSTRUCTION SEQUENCE,THE CONTRACTOR SHALL TEMPORARILY STEEL NOTES: D. HORIZONTAL SHEAR(JOIST)F = 285 PSI BRACE ALL BUILDING WALLS AGAINST WHICH BACK FILL IS TO BE PLACED UNTIL ALL FLOOR 1. STRUCTURAL STEEL DESIGN CONFORMS TO'SPECIFICATION FOR DESIGN. E COMPRESSION PERPENDICULAR TO GRAIN(JOIST)F = 750 PSI SLABS SUPPORTING THE WALLS ARE IN PLACE AND HAVE ATTAINED AT LEAST 75%OF THEIR SPECIFIED DESIGN STRENGTH. DESIGN OF TEMPORARY BRACES SHALL BE BY A REGISTERED FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"(AISC, LATEST F. COMPRESSION PARALLEL TO GRAIN F = 2750 PSI 3 PROFESSIONAL STRUCTURAL ENGINEER UCENSED BY THE STATE OF NEW YORK. EDITION). 3 12.IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8 2.STRUCTURAL STEEL ROLLED SHAPES,PLATES,AND BARS SHALL CONFORM TO THE 18.MULTIPLE LVL MEMBERS SHALL BE FASTENED TOGETHER AS FOLLOWS: FEET FROM ANY FOUNDATION WALL.IF IT IS NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER FOLLOWING ASTM DESIGNATIONS: THAN 8 FEET TO THE WALL,THE CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY AND AT ASTM A-36 PLATES,AND ANGLES UNLESS NOTED OTHERWISE 9 1/2'AND 11 7/8'MEMBERS - 2 ROWS OF 16d NAILS®12"O.C. HIS OWN EXPENSE SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE WALL TO WITHSTAND ASTM A-500,GRADE B STEEL TUBES STAGGERED TOP AND BOTTOM. THE ADDITIONAL LOADS SUPERIMPOSED FROM SUCH EQUIPMENT. ASTM A-53,GRADE 8 STEEL PIPE 14',16"AND 18'MEMBERS - 3 ROWS OF 16d NAILS 0 12"O.C. 13.THE MAXIMUM SLOPE BETWEEN THE BOTTOMS OF TWO ADJACENT FOOTINGS BEARING ON ASTM A-325,TYPE X ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS STAGGERED TOP AND BOTTOM. COMPETENT SOIL SHALL NOT EXCEED 2 HORIZONTAL TO 1 VERTICAL. ASTM F-1554,GRADE 50,ALL ANCHOR BOLTS,UNLESS NOTED OTHERWISE. 14.FURNISH AND PLACE ALL SUPPORTS,TEMPORARY AND PERMANENT,WHETHER SHORING,BRACING, PAINT:VOC COMPLIANT HEAVY DUTY CORROSION AND WEATHER RESISTANT PRIMER; 19.WOOD STUD BEARING WALLS NOT FACED WITH PLYWOOD SHALL BE BRACED WITH SOLID BLOCKING NEEDLING,UNDERPINNING,OR SHEET PILING,NECESSARY TO BRACE EXCAVATIONS. FERROX 90 GRAY PRIMER AS MANUFACTURED BY CON-LUX COATINGS,INC. AT INTERVALS NOT EXCEEDING 0.4 TIMES THE LENGTH OF THE STUD FOR 2x4 STUDS AND 0.25 3.ALL COLUMN CAP PLATES SHALL BE 3/4'PLATES U.N.O. TIMES THE LENGTH OF THE STUD FOR 2x6 STUDS. 4.WELDING SHALL CONFORM TO'STRUCTURAL WELDING CODE-STEEL'(AWS DIA) 20.ALL ROOF RAFTERS SHALL BE SECURED TO BEARING POINTS SIMPSON H2 CONNECTOR PER LATEST EDITION. RAFTER. 5.ALL SHOP AND FIELD WELDS SHALL BE MADE BY CERTIFIED WELDERS,AND SHALL 21.ALL HEADERS AND WOOD BEAMS ARE TO BEAR ON A MINIMUM OF(2)2x6 MEMBERS. CONFORM TO AWS CIA UNLESS NOTED OTHERWISE. ALL WELDS SHALL DEVELOP THE FULL 22.STAGGER JOINTS IN DOUBLE PLATES BY 2'-0"MINIMUM. STRENGTH OF THE MEMBERS OR COMPONENTS BEING CONNECTED UNLESS NOTED 23.CONNECTIONS&FASTENERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE.MINIMUM OTHERWISE. FASTENERS SHALL BE PER TABLE 2304.10.1. 6. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO AWS E-70 SERIES. 7.ALL WELDING SHALL BE INSPECTED IN THE FIELD BY QUALIFIED WELDING INSPECTORS. S.FIELD CONNECTIONS SHALL BE MADE BY BOLTING WITH 3/4'DIAMETER A325 HIGH STRENGTH BOLTS,MINIMUM, UNLESS OTHERWISE NOTED. BOLTS SHALL BE FULLY TORQUED. 9.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE AISC. 10.DETAILING,FABRICATION OF STRUCTURAL STEEL SHALL BE PERFORMED TO CONFORM TO {� (J 2 THE OSHA REQUIREMENTS FOR THE ERECTION OF STRUCTURAL STEEL. R kT49 F17FJ 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 1I.BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS PER LEG. 12.FLAME CUTTING OF STRUCTURAL STEEL ON SITE IS NOT PERMITTED,EXCEPT WITH SPECIFIC C FOR REVIEW AND COMMENT PH WM BG O6/76123 WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. N• 13.THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING TO MAINTAIN STRUCTURAL STEEL IN PROPER POSITION UNTIL PERMANENTLY SECURED. REMOVE TEMPORARY BRACING B FOR REVIEW AND COMMENT PH WM BG 0610523 AND THEIR CONNECTIONS ONLY AFTER ERECTION OF PERMANENT LATERAL BRACING IS J U L 1 1 2023 COMPLETE. 'A FOR REVIEW AND COMMENT PH WM BG 10/14122 14.ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT EXCEPT WITHIN 2"OF FIELD WELD(UNLESS PAINT IS NOT DETRIMENTAL TO QUALITY OF WELD AND WILL NOT PHXION DESCRIPTuu DRAWN CHECKED APPFGVED DATE CAUSE NOXIOUS FUMES) 15.ALL STRUCTURAL STEEL TO BE SHOP PA114TED SHALL BE CLEANED IN ACCORDANCE WITH Southold Town BRUCE GOLDMAN, PE PC THE STEEL STRUCTURES PAINTING COUNCIL SP-2-63(HAND CLEANING)TO REMOVE ALL LOOSE MILL SCALE,LOOSE RUST,WELD SLAG,FLUX DEPOSITS.WELD SPLATTER,DIRT OR Board of Trustees OTHER FOREIGN MATERIAL. MILL SCALE IN UNBROKEN BUBBLE FORM SHALL BE BROKEN 15 LOWELL DRIVE AND REMOVED. ALL WELDS AND SHARP PROJECTIONS SHALL BE GROUND SMOOTH. OIL AND GREASE SHALL BE REMOVED BY SOLVENT. WAYNE,NJ 16.AFTER ERECTION,ALL DAMAGED AREAS IN THE SHOP COAT,EXPOSED SURFACES OF BOLTS, BOLT HEADS,NUTS AND WASHERS AND ALL FIELD WELDS SHALL BE CLEANED TO SAME PROJECT NOTIAS HOUSE STANDARDS AS SHOP COAT. W Nm AliFA NAV OaaUYENf iNJi BDRS THE SUE aF A Pm mIuL EEC ,UNLM 450 PARADISE POINT ROAD THE PERSON 6/LING UNM 11E MEM OF A PRmESSW1 EN(NhEA SOUTHHOLD,NY NAME B.GOLDMAN UC.# 062760 1 DRAWING LIST: DATE 06127123 REV.O TITLE 1 N-100 NOTES FO-100 FOUNDATION PLAN NE4°Yoq NOTES a FO-101 FIRST FLOOR SLAB PLAN FO-200 FOUNDATION DETAILS SHEET 1 OF 2 FO-201 FOUNDATION DETAILS SHEET 2 OF 2 y Z DRAWN BV P H CMECY.ED BY. W.M.APPROVED BY B.G.DATE 09/0922 S-100 SECOND FLOOR FRAMING PLAN PROJECTNUMBER DRAWINGNUMBER REVISION S-101 ROOF FRAMING PLAN n S-200 STEEL DETAILS o , 00 23012 N-100 0 S-201 WOOD DETAILS SHEET 1 OF 2 Fy D6 4 2P S-202 WOOD DETAILS SHEET 2 OF 2 'SEC} R ESSKo SCALE- SHEET SIZE 24`x36' NONE 1 OF 10 D A B C D E F G S-1 OO.dwg A B C D E F G N 5 5 Ire 7-1 ---, -------------------------------� ———— x1� _ iTl z,�-x- ---------- \�\:\\`\\ `\\ :'i: _�\ �:�� NOTES\\\ \•, �•\\�`\ `\\'\� <-I <I I,K'L,•,\ \'�, t''� \'• I 1. SLAB ON GRADE TO BE 4'CONCRETE WITH WWF 6x6-WW/W2.1xW2.1 1` \'• \ `\ ` I., I I \ \`\ 2.EXTEND ALL FOOTINGS 3'-6'BELOW ADJACENT GRADE 4 I ' \\ \ ` \\ \4'�CONC.SLaB\�'i'• . 3.WALL FOOTING TO BE 2'-2'WIDE U.O.N. 4 I \ ' \\\ \\ \ _ ONG E '14 I 10'CONC. I \ Im SS \\ WALL(TYP.) (2)(f4x4-0 LG.(TYP.)\ , j., RETAINING WALL , h \''� FOOTING SCHEDULE I '�C�; I \ �.\ \• ��, MARK SIZE 1NRH REINFORCING NOTES \;._.... , I� I I \ \' \'•�'•. IL I -0' 4'-0' 12' 5 E.W. F4.0 4' z (5)� •)', 'i.; : I c'1`3'-0'FOO_TING\ \ \\ I F5.0 5'-0'x 5'-0' 12' (6)85 E.W. \ y �,)• `�\ .I Fs.o I � �:\: •1,\�\z 6ET I COLUMN SCHEDULE il \ \ \\\\'� 'I�:,: I I COLUMN SIZE VERT.REINF, TIES NOTES 3 -.1�, ',4_ ���—�_'' ;I \\\\\ \\\'•. CI 24'x1O' (8)#5 (2)#3®8- DROP FTC. 4'CONC SUB \ \ •\' r� '`' r==;I; C2 12'0 (4)#5 #3 08' ON GRADE \ \\'•. \\\, L— -- I ' r 1 czvl\X c3 24'x10' (8)#5 (2)#3 08- O \\\ '\ - c4 12'x10' (4)#s #3 08 (4)#5 #3®B' l i I Ct L--J ..:2 2'''--I POOLE I 8' EPRESSED SLAB50 F4.0 (TYP•) I \\ \ f 11=I I SAWCUT(nP.) 1 \ q 3'-0"(nP.) STEP I L p'\(:.\• .111E L. I — ---_ ---- i-- -- ------ •-- ---- ji -yF00TINGJ \\� _I 0 ISSUED FOR CONSTRUCTION PH WM BG 06/17/27 2 C5 1 \�\\�I;. : �E : C FOR REVIEW AND COMMENT PH WM BG 0611623 3'(MIN.) .. '11 �„/STEP FOOTING —————— \'. \`\;• ;\ —J •\'• ` \\'�'•.• \ �' B FOR REVIEW AND COMMENT PH WIN BG 0610523 7'-0-(MIN.)®RET. C4 4'CONC.SLAB I WALL(nP J ON GRADE C44`, L-- - _ \ \•.` \\', y\ I A FOR REVIEW AND COMMENT PH WM BG 70114r22 RETAINING WALL --- --A-1------------------- ',•�l`�Z` :•,\`�.; `\ `�•i —I' I JUL 1 1 2023 REVLpN OESCRI=Tp11 OPAWN CHECYEO PFPROWe DATE - BRUCE GOLDMAN1 PE PC ii= t✓_T-L'-iil='^IT-„=tt===-:r_L'�= ' FOUNDATION PLAN L--------=--- -------- Southold Town 15 LOWELL DRIVE SCALE:1/8'= r-o' Board of Trustees WAYNE,NJ PROJECT W NO1 ALnR INtt DOC.EW TUl EFOEVE NOTIAS HOUSE SE UAPRD{FS6KKW ENCNHR.NI 450 PARADISE POINT ROAD UE PERSON 5 Ac w UNDER m 0RE000N "A PROiESMM ENGHEER SOUTHHOLD,NY NAME B.GOLDMAN UC.x 06278C' 1 DATE 06/27123 REV.0 TITLE 1 NE1i'A Yoq FOUNDATION PLAN a � 6 DRAWN BY P.H.ICHECKED BY W.M.JAPPROVED BY B.G.DATE 09109/22 % z PROJECTNUMBER �DRAWINGNUMBER REVISION ID 23012 FO-100 0 p �Fti 06�yo 2P 3F R ESyNO SCALE 118=1-QR SHEET 2 OF 10 SIZE 24D•x3fi A B C D E F G S-100 d.g A B C D E F G N 5 5 SLAB ON GRADE I CONC.STAIRS F-- --1 I DOWN I I I I I ' LEGEND #4®9"TOP III a®B" 11 ■?-INDICATES WOOD POST UP M •T-INDICATES PIPE POST UP SLAB ON GRADE z 3 4�f#4 � I 36 � I � i 1z4 i U CORNER BARS(TYP.) I #4®9° #4®9°,6'-0'LG. I II- ✓f4®9" II TOP (TYP•) --- ---- ------- ---------- --T — ---- — — T--- IT L--�--I l------ -1 EXTEND SLAB OVER FOUNDATION oz (DROP FDN.B°) T I 36 124 1 I #4 09° 11 _ I ! ®PERIMETER _ BEAM SCHEDULE I MARK WIDTH HEIGHT LONG REINF. TIES SLAB ON GRADE N ¢ N (8)#4®6'-0'LG � �? � B1 12" 8" (3)#5 T&B #4®10" I ;. ? TOP BARS E W. 3 `� I `--- I 11 3 I I I I I i #4®9° I I 1 (2)#4 T&B L---J ®OWNG I WALLS TO BE 10"POURED CONCRETE U.O.N. a i ITOP BARS E.W. TI ' � I I ---- -- m I #!q®g^(TYp.) (2)#4 T&Bx4'-0'LG. I I 1 ADD'L CORNER BARS(TYP.) 36 II #4 09 (TYP.) I I P.) 1 #4®9" 2 —— ? Bi ____ Ell ? B1 J 0 ISSUED FOR CONSTRUCTION PH WM BG 06127123 2 I I � � � � C FOR REVIEW AND COMMENT PH WM BG 06/16123 _ I I B FOR REVIEW AND COMMENT PH WM BG 0fi/06123 I I I I A FOR REVIEW AND COMMENT PH WM BG 10IM2 I I I L------- J U L 1 1 2023 REVISION DESCRIPTION DRAWN CHECKED APPROVED DATE_ CONC.STAR, -----------_J BRUCE GOLDMAN, PE PC FIRST FLOOR SLAB PLAN 15 LOWELL DRIVE NOTES: SCALE:1/8"= r-O" Southold Town WAYNE,NJ 1. SLAB 8'CONCRETE WITH#4®9°BOTTOM E.W.AND Board of Trustees PROJECT ADDITIONAL TOP BARS AS NOTED. NOTIAS HOUSE 2. PROVIDE CORNER BARS®EACH CORNER. W A I hU W D6 MM TINT 6M➢S iM 3. PROVIDE ADDITIONAL(2)#4 T&B AT OP'NGS SW M A PN0EES4C0"E EN@IEER,-M 450 PARADISE POINT ROAD 4. WALLS TO BE 10'POURED CONCRETE U.O.N a A�"FROiF594io INGIMEB oRLnu" NAME B GOLDMAN LID.# C627E0 SOUTHHOLD,NY 1 DATE 0612723 REV'0 TITLE 1 NEW YOg FIRST FLOOR SLAB PLAN a o s�by but W DRAWN BY P H.CHECKED BY W.M.APPROVED BY B.G.DATE. 09109/22 �I Wo 1 PROJECTNUMBER DRAWINGNUMBER REVISION 4 23012 FO-101 0 ry ��`VF f,R 08E55`IO?P SCALE SHEET' SIZE 24"x36" 1/8=V-0" 3 OF 10 D A B C D E F G S-100.dwg A B C D E F G (2)84 EA.510E FOR REINF.SEE FOR REINF.SEE 4'-0'LG.® FIRST F100R PLAN T.O.FIRST FLOOR FIRST FLOOR PLAN MID.THICKNESS ,LRST FLOOR EL. 14rOr— VARIES 3'(ttp) EL.140 e �F. of 3"(TYP.) #4 014'HORIZ. J1 3/4'CHAMFER(TYP.) _ T.O.WALL STAGGERED E.F. EL.XX'-XXT 5 g5 012"E.F. GRADE 5 VERT. GRADE \// EL. 10-0 2"CLR. (TYP) ..�..�\..�\.a\.�\< COLUMN BEYOND BASEMENT WALL 3'CLR. 10'THK.WALL #4 @10"HORIZ. (TYP.) #4 014'HORIZ. #5 010"VERT. SLOPE STAGGERED E.F. RETAINING WALL 1/8:12 T(2),04 TOP& WWF 6x6-W4.0xW4.0 .ALL SIDES WATEROOFING z (TYP.) MEMBRANE 1/2"THK.BITUMINOUS EXPANSION #5 012'E.F. 84 NOSING BAR(TYP.) JOINT(TYP,ALL AROUND) •.� VERT SLABNVALL OPENING REINF. DETAIL 4"THK.CONIC. BASEMENT SLAB 1/2"THK.JOINT (TYP. ALL SCALE:3/4"= 1'-0' SLAB ON GRADE JOINT(ttP.ALL AROUND) NOTES. T.O.B4.SEMEM 4"THK.CONIC. '^' PROPOSED GRADE _ T.O.BASEMENT 8" WATERSTOP Y SLAB ON GRADE 1. HOOK ALL TOP BARS INTERRUPTED BY OPENING. ,� _ ,�T�O.CO_NCREfE 3/4'CRUSHED STONE 2. ONE HALF OF REINFORCING BARS INTERRUPTED BY OPENING SHALL BE PROVIDED E�3-1r (TTH') �'EL.2'-5° ' EACH SIDE OF OPENING(SAME NUMBER&SIZE)MIN.(1)85 TOP&BOTTOM. o z E0. 8 EQ. 4 B. WATERPROOFING SEE TYPICAL WALL FOR REINF. 4 3.SlAB REINFORCING MAY BE SPREAD TO MISS OPENING BUT SPACING BETWEEN "i (4)#5 MEMBRANE •.i 2x4 CONT.KEYWAY SLAB REINFORCING BARS SHALL NOT EXCEED 3 TIMES SLAB THICKNESS OR 18". z 3" 4.DEVELOPMENT LENGTH Ld&Ldh TO BE DETERMINED IN ACCORDANCE WITH THE SEE PLAN _., REQUIREMENT OF ACI 318,CHAPTER 12. _ #g 5.DO NOT CONSTRUCT OPENING THROUGH FLAT SLAB IN AREAS COMMON TO(2) _ COLUMN STRIPS UNLESS OPENINGS ARE DIMENSIONED AND SPECIFICALLY DETAILED (2)#4ON FRAMING PLANS. J 1'-q" 6.SUBMIT SIZE&LOCATION OF ALL PROPOSED OPENINGS NOT SHOWN ON FRAMING TYPICAL WALL SECTION 8.0.FOOTING _ (4)d5 [; I - . I ;I n = �4®12"(ALT.HOOK) PLANS. SCALE:1/2"=1'-0" �-1-5 I� BEEE I_ 5•-6" 10. B' TYPICAL CONCRETE 7'-0"(MIN.) STAIR SECTION SECTION A-A SCALE: 1/2'= 1'-0" - SECTION AT RETAINING-WALL NOTE:FOR DIMENSIONS SEE ARCH.DING'S SCALE: 1/2"= 1'-0" CL.COLUMN&FTG. FOR COL.SIZE&REINF. SEE DWG.FO-100 SEE TYP.WALL SECTION 3 DOWELS TO MATCH FOR REINF. . 3 ° • 10" PER MANUFACTURER'S DING'S COL.REINF. T.O:BASEMEN i/2'CON.PRE-MOLDED -8 4'CONIC.SLAB • BITUMINOUS,ISOLATION JOINT WATERPROOFING EL.2'-8 (TYP ALL AROUND ON GRADE �- � I ( ) MEMBRANE '. 4°THK. , �. e 4"CONC.WWF 6x6/W2.142.1 = aO 2 "4 ttP. • • •�•• #5®12" 8"THK. REINF.PER PLAN • Typ 1'-0'THK. CRUSHED STONE •_�-• os. " (TYP.) I 2-6 ( '), a 3-0" (3/4'SIZE) ° ° •" Ld d . ii iNii it/i Trri �r r BASEMENT TO 1ST FLOOR COMPACTED TYPICAL SLAB VAPOR BARRIER SEE DWG,FO-,DOTYPICAL COLUMN FOOTINGFOOTING DETAIL EXTERIOR WALL SECTION SUB GRADE ON GRADE DETAIL E If E FOR REINF. SCALE:3/4"= 1'-0' SCALE:1/2"= 1'-D° SCALE:3/4'= 1'-0" NOTE:FOR REMAINDER OF INFORMATION SEE COLUMN SCHEDULE&TYPICAL DETAIL. D J U L 1 1 2023 2 ISBUED FOR CONSTRUCTION PH WM BG 607123 2 MINIMUM SPLICE LENGTH SCHEDULE MINIMUM DEVELOPMENT CATEGORIES FOR REVIEW AND COMMENT PH WM BG 061160 (UNLESS SHOWN OTHERWISE ON THE DRAWINGS) LENGTH SCHEDULE DECK PAVERS GAT. 1 GAT.2 DECK Southold Town FOR REVIEW AND COMMENT PH WM BG 6fi18523 F= 60,000 PSI f'c= 4,000 PSI (UNLESS SHOWN OTHERWISE ON THE DRAWINGS) 4'EL 14'-0" UNCOATED BARS CLEAR SPACING OF BARS BEING DEVELOPED OR ,_" Board of Trustees Fy= 60,000 PSI fc'= 4,000 PSI SPLICED NOT LESS THAN db,CLEAR COVER NOT EL. 13-4 FOR REVIEW AND COMMENT PH WM BG 10114M CLASS 'A' TENSION SPLICE = 1.0 Id CLASS 'B' TENSION SPLICE = 1.3 Id UNCOATED BARS LESS THAN db,AND BEAM STIRRUPS OR COLUMN REVISION DESCRIPTION DRAWN CHECKED APPROVED DATE TIES THROUGHOUT Id NOT LESS THAN THE CODE 4'STAB ON u GRADE #4®10"HORIZ. " BAR SIZE CAT. 1 CAT. 2 BAR SIZE CAT. 1 CAT. 2 BAR SIZE CAT. 1 CAT. 2 MINIMUM. ���;•' BRUCE GOLDMAN, PE PC 3 15" 22" #3 20" 29" #3 15" 22" OTHER CASES. \\/ #4 19" 29" #4 25" 38" #4 19" 29" OR ss 012"VERT. 15 LOWELL DRIVE #5 24" 36" #5 31" 47" #5 24" 36" 6 29" 43" #6 38" 5fi" #6 29" 43" CLEAR SPACING OF BARS BEING DEVELOPED OR GRADE GRADE WAYNE,NJ SPLICED NOT LESS THAN 2db AND CLEAR COVER rY #7 41" 62" #7 53" 81" #7 41" 62" NOT LESS THAN d6. /\\//�\�\�\\\�\i EL 9'-fi 3 PROJECT #8 47 71" #8 61" 92" #8 47" 71" MEMBRANE SE OFING v 0E ffA 6�6�0 MR 11��1XE 450 PARADISE SE POAS INT ROAD SFAt 6 A PR6iCSg01NL D+WEER,6RIII5 #9 53" 80" 9pp9 69" 104" - 2'-6° 10 B" 6EAPR8E ,4 E"EER SOUTHHOLD,NY 9 53" BO" NAME'B.GOLDMAN LIC.p 862780 1 #10 59" 89" #10 77" 116" #10 59" 89" ,^7� TOP E.W. 1 L DATE.D6m12a REV.O TITLE #11 65" 98" #11 85" 127" #11 65" 98" (2 ®12' n ()@s NEw voq FOUNDATION PLAN NOTES 4'-0" _ .��w a :6 SHEET 1 OF 2 1p 1. SPLICE LENGTH&MINIMUM DEVELOPMENT LENGTH IS BASED ON ACI 318 LATEST EDITION. ti�a" m DRAWN BY P.H.CHECKED BY INM.JAPPROVED BY. B.G DATE. 0^109122 2. AVOID SPLICES IN REGIONS OF MAXIMUM MOMENT.IF THIS IS NOT POSSIBLE STAGGER SPLICES SO THAT r PROJECTNUMBER DRAWINGNUMBER REVISION NOT MORE THAN 50%OF THE BARS ARE SPLICE WITHIN A REQUIRED SPLICE LENGTH OTHERWISE • 1" a INCREASE SPLICE LENGTH BY 30%. TYPICAL PERIMETER WALL SECTION o 23012 F0_L^00 0 o 3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12'OF CONCRETE CAST IN THE SCALE:1/2"= 1'-0° `dtiS, ( Ds AW�2P MEMBER BELOW THE REINFORCEMENT.WALL REINFORCEMENT IS CLASSIFIED AS BOTTOM BARS. F 5` SCALE SHEET SIZE'24'x76• 4. FOR LIGHTWEIGHT AGGREGATE MULTIPLY THE VALUES ABOVE BY 1.3. H ES AS NOTED 4 OF 10 D A B C D E F G S-100.dwg A B C D E F G 1'-0,0 2'-0' 5 a VERT.REINF. a • 5 d° • `!� • VERT.REINF. `d •° °• VERT.REINF. d • TIES TIES TIES C1 & C3 C4 & C5 C2 BEAM DETAIL COLUMN DETAIL SCALE: 1 1/2'= 1'-0` SCALE: 1 1/2'= 1'-0" NOTE:SEE SCHEDULE ON DWG.FO-100 FOR REINF. 4 4 3 3 2 E{p�� ^`\�4yj[J� {F]L� 0 ISSUED FOR CONSTRUCTION PH wM BG 06/27123 2 D E C E Fj `� "V C FOR REVIEW AND COMMENT PH WM BG 111101 B FORREVIEWANDCOMMENT PH WM BG 06105"23 J U L 1 1 2023 A FOR REVIEW AND COMMENT PH wM BG 10/1422 PENSION OESCRIPTICN DRAWN CHECKED APPROVED1 DATE BRUCE GOLDMAN, PE PC Southold Town 15 LOWELL DRIVE Board of Trustees WAYNE,NJ PROJECT. 60 WT ALTER NA O .W IRN 6EA M NOTIAS HOUSE s U A°R"ESDO"1 E" EE MI 450 PARADISE POINT ROAD i E POW 6 MM ONOER TI[OWECTON OP A PROPESSIIXW ENfNEER SOUTHHOLD,NY NAME B.GOLDMAN LIC.if 062780 1 DATE OMW23 REV.0 TITLE 1 NEW YOq FOUNDATION PLAN GO`D"y *6 SHEET 2 OF 2 ti� O w DRAWN BY P.H CHECKED BY W.M.JAPPROVED BY B.G.DATE 02/0822 FROJECTNUMBER: ORAWINGNUMBER: REVISION 23012 FO-201 0 Syr@j R D6 SKI?R SCALE SHEET SIZE 24'K36" AS NOTED 5 OF 10 D A B C D E F G S-100.dwg A B C D E F G N 5 5 CL WALL CL.BEARING ABOVE WALL ABOVE CL.WALL CL.WALL RIM BOARD BELOW ABOVE , T (TYP) I II I I ssssJlzlzz 1pjzzz=zr_T s- 41 II 1 3 LEGEND 1 9 ■? -INDICATES WOOD POST UP 14TJ1560®12' 3 1 3/4"x 14" - 14TJ1560®16" •1 P1 -INDICATES 4"0 SCHEDULE 40 PIPE POST BELOW 4 LVL @16'O.C. 01 P2 -INDICATES 5 1/2'x 5 1/2"PARALIAM POST BELOW 4 a--BEARING WALL BELOW 14TJ1560 @16" :2 T Z I :2 1 m I II I II B14 B12 P21 _ 1P1 B13 B13 1P2 1P2 1P2 Z L� 1P1 P11 P11 I I 14TJ1560 016' P21 I 1316 I 1 3/4'x 14"LVL 1 ®EDGE OF OP'NG I � 3/4"04" - 1 3/4"xB 1/4' BEAM SCHEDULE LVL 016" LVL®16' B11 lP2 1P1 MARK SIZE _ Pi ? B16 B11 m 1 1 P1 B11 (4)1 3/4"x 23 1/4"LVL 3 i 1P2 1 B12 (3)1 3/4'x 16'LVL 3 T 816 I B13 (3)1 3/4"x 14"LVL I UNDER POST ABOVE 1 3/4'x 14"LVL I B14 (2)1 3/4"x 11 7/8'LVL ®EDGE OF OP'NO 1 m I B11 I I I Bib (3)1 3/4'x 9 1/4°LVL 14TJ1560®i6' I I P24 I B13 B13 P11 Pile 1P1 ---� �I1 I I I 14"(LVL 1®EDGE 3 14TJ1560 3 14TJ1560 @12" @16" I r M I I m I I El14TJ15602@16" I --.0-f ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 1 1 D 1P2 I P2 P2 7 FOR REVIEW AND COMMENT PH WM BG 06/1623 I I B1 02 1 P2 VA FOR REVIEW AND COMMENT PH WM BG 06105R3 JUL 1 1 2023 FOR REVIEW AND COMMENT PH WM BG 0/1422 PEAS LN DESCRIPTIDII DRAWN CHECKED APPROVED DATE BRUCE GOLDMAN, PE PC SECOND FLOOR SLAB PLAN Southold Town 15 LOWELL DRIVE SCALE:1/8"= 1•-O" I Board of Trustees WAYNE,NJ PROJECT DO ND1 ALM AA DOCAM WT BF116 ME NOTIAS HOUSE SIX OE AI'RDTTSION4L MMEM.DNLESS 450 PARADISE POINT ROAD TKE KE 6 ACIRD MDR THE DIRECTION OR A�EN R SOUTHHOLD,NY NAME B.GCLDMAN UC.# 062780 1 DATE C6/27M REV C TITLE 1 NEW Yoq SECOND FLOOR SLAB PLAN a DRAWN BY P.H ICHECKED BY W.M.APPROVED BY B.G DATE 09/09122 PROJECTNUMBER ORAWINGNUMBER REVISION e°obi 23012 S-100 0 ue Fp R ESy\ SCALE SHEET: SIZE 24"x36" 1/8=T-0° 6 OF 10 D S-1 OO.dwg A B C D E F G N 5 5 I— I I I U y I U u LEGEND I U — ■y -INDICATES WOOD POST DOWN 4 y N m a -BEARING WALL BELOW 4 n y I n I n I n n I r I U I U U _ I u I N 14TJ1560 H 14TJIs6o BEAM SCHEDULE 016' n NT. y 016" MARK SIZE I N n B1 3 1/2"x 14'LVL 3 orBEARING WALL B2 3 1/2'x 11 7/8"LVL 3 (BELOW) y B3 (3)1 3/4"x 23 7/8"LVL I U I u u I u — Z u h y n y n y � y U u m 2 �t n D py� 1 jy(j ISSUED FOR CONSTRUCTION PH WM BG 0627/23 2 y U f1�r �`]u"3fai 0 N C FOR REVIEW AND COMMENT PH WM BG 06/1623 n i B FOR REVIEW AND COMMENT PH WRA BG 0610523 JL I "j 2023 A FOR REVIEW AND COMMENT PH WM BG 0114122 E010N DESCRIPTIOII I DRAWN CHECKED APPROVED DPTE BRUCE GOLDMAN, PE PC Southold Town ROOF SLAB PLAN Board of Trustees 15 LOWELL DRIVE SCALE:1/8'= 1'-0" WAYNE.NJ PROJECT DO M)T ALTER A paMM 1YAT BINS 1NE NOTIAS HOUSE six a AFwesEm"ui Ewa:%mum 450 PARADISE POINT ROAD 1NE PERSON S IL RC AM THE OREtea! aA B.GOFNLNFER SOUTHHOLD,NY NAME B. OLDLOMAN LIC.q 062760 .� DATE 06/2723 REV.0 TITLE NE.VV YOq ROOF SLAB PLAN a I�cotD, DRAWN BY. P.H.ICHECKED BY: W.M.JAPPROVED BY B.G.DATE 09MR22 N PROJECTNUMBER DRAWINGNUMBER REVISION i w•,,� O 23012 S-101 0 2S,Fa R O6E55`�@ SCALE SHEET SIZE'24,6' 118=T-0" 7 OF 10 D A B C D E F L G S-100.dwg A B C D E F G CL. 10' 6' I 1 1/2 3 1/2' (IYP.) TYP. (nP.) PL.1/2'x8'x0'-fi' + PL.1"THK. 5 (IYP.) 5/B"0 EXP.BOLT 5 5/B"0 THRU BOLT LVL BEAU LVL+1" PL.1"x8" 1"CAP/PLATE SADDLE i4"0 PIPE POST 4'0 PIPE POST PIPE COLUMN BASEPLATE SCALE:3'= l'-O" I I I i I 1/2"GROUT 4 PIPE COLUMN ELEVATION 4 SCALE. 1 1/2"= l'-0° 3 3 d 2 , V [I Tq`�2 E- D B ISSUED FOR CONSTRUCTION PH WM BG 0612723 2 Try"' C FOR REVIEW AND COMMENT PH WM BG 0611623 1 1 n/ B FOR REVIEW AND COMMENT PH WM BG 0610523 JU L 1 1 2023 A FOR REVIEW AND COMMENT PH WM BG 10IM2 EVTSpN DESCRIPTIOII I DRAWN CHECKEO APPPOVED DATE Southold Town BRUCE GOLDMAN, PE PC Board of Trustees 15 LOWELL DRIVE WAYNE,NJ PROJECT 00 MII AETa PAT mO .w TINT BMFS ME NOTIAS HOUSE 5 0iARi0R54NN1ERC4JEE6.UNIIIS 450 PARADISE POINT ROAD ff PEIbp11 S AC1W UNEIT ilE pWEC19N N ME B.G°"""m SOUTHHOLD,NY NAME B.GCLDMAN LIC.# 062780 1 DATE 0627123 REV'.0 TITLE 1 m NEW 1Oq STEEL DETAILS n GOLD IF /� ry DRAWN BV P.H.CHECKEDBY W.M.APPROVED BY. B.G.DATE 09/09122 N I PROJECT NUMBER DRAWING NUMBER REVISION N s s O n 9 "2 23012 S_200 0 o CFyS'F['f R OBESyTyt',P SCALE SHEET SIZE 24'x 6' lz 1/8=V-0" 8 OF 10 D A B C D E F U G S-1 OO.dwg y' A B C I D E F G JOIST DETAILS kknd.'eala,3 SX, Lmdma,bggrbnp.waharwg ,ury above Imust sta4 aserwaA ba.) Pbin nd l6d(0 f36"r3 Pbk nR tfia(O f]ba3M'] at tz'orv«rJer lma ceamgmbactebnearxeL a[ore ® vu,r®v,lmareenm K• W tn, a mg,m x [ a Bb YIY,'T 7e•irRm,fiparp aoneb xKn[rt ny ALLOWABLE HOLES-TJI Joists w«mer _ wa°at Ftppr«net rat- ImPsl sutxcaer �.,<ammea'^.•r att6 Owt bcYl si crp«arum boa. tE Oneertn ,Y.'ai tk.TnceR,MLSLOr Hv bad marM3 ,pool: mNaztlmpt BD ID.t3Paz)S7 a[6'Orecenkr a as • a0� f)('TPPrm YRE 6i^enr TJf 5L •M above BLoeYlrg pant: leer¢ opeaM^,• 1Y•'TmcerElmM'L4 or reauv an boM ;kk nd-+6010.13c a]Yi', Vkb cMerersreouvea on ppug, TJr w51 styes atAZW ONLY 6"on<emer' m—abb-s"'.NLT Web tlmenrs 7.'TF Ronfiwia s Fd pan I- snaaWne sn bb xs urea eazn awe ,Y.•oi,k•nmversban°•L<L Bb I0.t31'la])S'1 etEoir-comer' munaary nrk at fi3W ONLY Oi TJFprst eaaD.°+3,'a2R"1 ,Y,"pn K• Q •• as,M-,Oal Web6MenrsregaaM irmbe50zM' OO X �,gelr e�nrs o 0 'oenaA 'ae na at A3 W LSLmmcezm Bt B1W mM m mnmum Mae a a.,m ID nr ebe Oa lD.t]1'a3l W10131v]l tJ(C TX Frm Eaa. rcuncee tT J'7 b'aricemer ends atBNYONir Llapwe:ro ewe �°� atForreenter zt6prr«mer ;A3.ilP3lW anyl ash' WebeERenea requuee nO wlOrsbat e.waroceo w noka a... apM< TJfmm "TrmcerSaaMeLSI WeaMa torque «cote vocal BlW nleMre 5 re�mrea Onr prst Toenail-tW;0.131'r J'! at run boar one fizW ONLY of supped O¢ e.a EPM Mumnave P/.-min/mam cow°nw«rHw elpcx pa„<k mayxrtamrea Table A-End Support 5 atP1W ONLY joist Deadng ar coda.AttacA bra. B2 B2 ebcknp Panel:may ce itpuneawiM baualshear Mmimum d+afance how etl of ba,b W r ide Tare pf,b,a a b.d au At A1Wt s es AZ A2Wk A3 A].t q]2 A]3w at 6"orvremn wow ¢apes E3 O —b"rPa«Mnear wahaEwe or B4 O rim/aisip-A3 detalL wa6s aEmewbebw—,ee tlekA Bt mlvw—"_-atRd Et spa ROUNO HOLE 5QE SOU ARE OR RECTANGULAR HOLE SQE wnl msbnatnnepeurpaEomue Rm,F«.RbrkanO Mstanawnm A�,y A].1 q]2 q39 'Wi etlamoiW msk�ucn zpenbcahvra,ee Rrm BOalb A].4 AL3,/• ¢rn eX qs Weyemeeuserinslalktnn Guma ror FbvraMRowFramuq TJ-9001 W W W RbaseNlrrsbLLamnrn tt'eynhae.xurinsWla!rw GUN¢ Nad4nxyh 2>_mnNeuer smptlbsxeraM Iw Flay anb FoolFnmlrg T•t9DDt 1X'TF Rrm fiva.Oi tY.'or tY"TrmcerSbaMe pyp,rpp JF wrsl webwAnzrw.a,W f0 ta9'a 37 Narlwah t0a 10131'r Sl rods arc eaznat «re, «rk al6"omcemer eM1ncmd W' ana bOnvm 9anpe Naa to b,amp parvlwrM Uu 16a la 13F.3Y I nAswM 37L'TJf' 6'g'kyMol LJi Pnt P'aamekrmmrmum npk for ftTS'- rye wnncmnsebuxaknik lbor parelscheeWt. rstlknge wmMe mententllezr i6'a ztPblackrrg�a_"'.metei tYs"TP Rrmfi«ra tY.' 4 Narlwah+ 10131�a3lnabrtt2rd- 'PknpMw P'tlanreter maximum mklOr l,a/••- bbctkrUu a'L'kipM venter bekrrp panek 9M' On ea b'b'r 4Om Ran noon iemtomnmemMprzt ++X' a 6"aamahrmaunw,rok lOr ;'.n onemem 16'ceep EbcYmp««h 6'aameler wM 9,6'a It;$'TJf ceOOr shoaxr Man lz'brp. - "n ttaz ror« ore 9a 10 nt'az15') E ctnerc5 tlh'-i6 seep bbQug panak opMn sWe al E2 axunumfprab6 rvpabak 915' prnK WnIMNngez. menl tp p5l reAa,coon comer taDDlvz sP Load now ebwe ¢Naves en11 u"tlwmeln imam pr at E3 n anppr ehortertivn t2'b,q reed 19.13t °ank be n sme *.HLY —n.- _,ak gY'eeepw46'T'R m�' 1X" ntrl al earn wrner iz Innp Trmce50arrF LEL NadwM air nplcelocn bc 1.1 wn«NaamMD Dkk wan OtlI0.t31'vrmwihore 1Skriptn of�' bons eaurraleni to µbps— ,le"a 0 ash et cope pOm lkrge remtwcaemti a°amdY 00TrmberElnMLEL NarlwAn lOe attacnr on—at me nPrc .d,Ix�—i'Ixl1�.13t'a 3�naAs on each et ernbr«mom 1p boMSMesalE6 t2kpin ofN' TM�.,1w'^fisp amce mlkipe pisiwebwRn3ro+rs FUR dewhvemcal e e p O � \ sa rab—'obcM'st at E/EOM CWesat FB n Fi epPna 'vtoGElEe Btli1un Evam or _ K m ES Efi Ga WEB STIFFENER ATTACHMENT rainmM m 10.131'a 3'7 nbl sheBer nrk EA Nolloruse wlN.Tr/-TJie /(Hangs widW �' muT Table B-Intermediate or Cantilever Support Ei Et ba'a'. ex Itcpara O E] O s mflznpeE jos Itya'for TJF/ Nar4np Minimumtlis,ance hpm ed FOUND HOLE SIM sitle face oo SQUARE w"d HOLE on a EXTERIOR DECK ATTACHMENT Omio^"t 560550D,(\ See bEk Eebw urtwalealenvrsheabr AppN aub/loar iJP wrst Ebcbnpvmb entl Vkh staknrpOM sdes ROtMO HOLES SOUARE OR RECTANGULAR HOLE SQE M umnna�to reabvv. Flas oah alwrp di Ekcxs irabAedbolwns usin" See atk Debw. ¢fairermmun Double TJf Jan,Flier Bivcx ZE Hanoereaz4er filwk lnckAEObt Y. Tarp [ Nes a :g a<b.mwwenm rw opmmmpldrrge —erotic- ealetl 3a Hate r bab. wllammyel mpurdapM Nark aMOce amen nO iP roP ikrge l,ghtb Eotlgm rmmea at Eeam Tr - B 10.,,3 z 1 Tpmlrt' Mpg Requhe,nb 4 M1en IbrgewtlM1 to«mount hange5;. a i TJf Jakr Se,k Ga Nnhraam Web rYW Num4rlb 4 suns sores.Grrcnrvrh Ghr,ph rurlswne possrbk a�bw Mainkm 1!fT Tmim Eoara or lY �• � u Inbmeavk w Po rEk Gee baker Npaal s IMJ Gtlmrcs S'm ° ° y'r rbw50arrR LSL t10 AR % z4{s" Top maum - elmmimum, a. nom Ptl Ivnper etlge of kaper biastener, Oomns2 330fi 369 PA x/r' a' 10.11-2Kl 3 3 vum Backer bbcN Paknr vaA-1 rst-s�«n"b"ra40�ns°usrrg two 5B6 AR zaa- 19.1^v3Ya'l 77 narpw e m arias m, K"laa my 14�� — 2JS'auewa ce,,st NP�I 18.. 31 a a wkb ebllenre apunetl Asitlesw ^peT1 SWD TQ. as 101356v 3r>l 6 t6t - H1 Nrpei tlO ntktevyw WNi bp,roun[bip<rs.baptw beet mgWktl pny +t nme s arC to aN PaciN aDDmd«rArg kaz ye"oi TJI• lo,dmamnrd bads evceedr —aulornrdt H] I,eor.anr.nummnsamn mmaaaia apWu•mrr.• za- 6 t] O Pim ap Nrpe nt O c,Yens.Fos,4Mg rtquirt,nb ue page S,TJ- O LA ' PB1 HTen apaelned On Ne IaYouAone°/ O ve iP)Abwaoy me mkrmman•ameame Die (1�P5,Or PEz,heaMug lace gem naval 9POt.WeyerMuaw/nnlranon OWtle ror Flverarm O ,asV'Tl arm Sw.eeeltrwvewanloatapwm,e'°rar. rho bracing options above,s mqu/red (T CorsVuctmnpraae Or beMr - q Roo/Fram'nD.iJ-nWf. 1•rxamum/'•mnm,ab vuapx.. 3l,-u,lenere ere¢Mae rzz'ane zP TJI•S60D JOnk {'� BEAM DETAILS FASTENINGOIFLOORPANELS `,`]vy t[}WLYV] 1[[LIIL�� FILLER and BACKER BLOCK SIZES rJakn D BEARING AT WALL BEARWGFORDOOR BEAM TO BEAM BEARING AT "o sx• P<DM vR^a+:t tot-r eR-.,,'Aa'p+ "ntN six +tR. u.rmw,a..waarr cc,,...nn.,�p.,r-0.,sa n+ �a r OR WINDOW READER CONNECTION CONCRETE WALL is s sso- a-u a.e/'v+weblmmmun)mkp>wm,mmoerok mxoTempkr,Lmges 'Ya"TJ"Pom B«itlor Strap per ceae AloD Pkt< ¢elan,^,aK1mlP.nrvalAl Flvereburi a•'/,' ae.%' xaa.Y." fie•%' az•/' 1.1' •ne mw°onunarm baebeee ncuremee•m lee am> Y•"or,y"TrmceiStrand bal0.tum al+m to tatr apt lawn 101,r iaeabwp wwV emaunvJ roauaq•leawy auq Deespal^ mrrmsmt.u„IarmN bvmppmts Toe°nnsbemdapvsrawrn ore mnenunzve mr.re mk mry av bnmv LSLwbbcYrnp lOr ktxal newer n _ +e°la,¢'vaK"1 a91 act re"w s-w a<r tvi e'wr a' miparcm. as•+S"a"P•'f.'as•%•av•/' Nor eopb•tX atve re .o pntaw^pmvle.e,l,nroainr rases v.cur rn+n<pnc aapwrc rwkwrenmwpa•°-rem<reroa., mar^am X'pat.ro rel<ep<e,e.a pmmrman<mn.rormn<e lae°n.°unre �'latw 6y r- re• • k.n�. - k,mreapm. .F•kmr.x 9 •roams nP.�mmwrm w M^• nmaEk wmnmx ror.ac gm „"�, d `° '"°sa ALLOWABLE HOLES-Headers and Beams p�U L 1 1 2023 pas^9slwx^a°°'°'ee°pg'rarone>'"D"°at°<'n<er^wu°T IDn+rr k'mv.' a l.'ar A'a F'°r+x<, .a a, 1.55E Timber5trandD LSLHeaders and Beams ware Rn��Lo�uwoua air=,ror,m:pmm'•am.paa„am cow[k rmw a,nmamn.rc wmmwaaw rmnwaa ;,katr,-.m eaavene J,+ : w wdmn dsJ wm,,Pbla,a�,,xlrmb aw=mgran«rax<emam.<.mmmr LwPg,uga xwlnaa o,r.a n we`Im T oar,«unl race mnwna rvs•rm w a�apeamcoon uwn,Y.'ImmmmcezwnamJl babm (D ta+-s al to tat'.al I,}Can m rceweaa•'orrsereer ewawneumvrm,pe rorrw eye•m roe Pan ir'dm mmm«egargL %corm 7. Column Fa« (a, a%'or.a roan n+Y m eeapemrpt p � Rwefmt mert4roia�¢,iaernsaertrrn,euzm ea�i,<neeuNrebrgw ieage.Fammr9 nerurt�nema ne Teen¢mawgsugersem t. Li O O See current WeYeMaeuaer L4 rwmte r'ar�•vsrrg duaw+Y+v Southold Town Inwamn/Pr)Taming[anne[rP.apkanarm..mmaem.adlD.,n'.ar,narnemwm.cop.roma.d,man.Tm Fm.rrmmxemazmea� xtr ...w-`e � ;:.;��,:ry,.;�:ar.mrua mrn..ur.r,�,.«rw.am„. ,.e..w..a 3 w w�m m a xd� m awls mrswmY. Tw aP� . pp-<•.n rrc. ,n.,. wr Board of Trustees 3 meawame.<a=alnaaa.mna•rma,�,w I eiv.�,. Mukiple-Member Connections for Top-Loaded Beams nwF,.m„p tmm wnuxnecoxueNOATnzvs°nw:ael ,sn mint be stray wpwnab at gal MabMb—Requae,.. nNaver an nb cean by II TJIo/Dist floor framing does I� ««IS Iran«rs or ror[ General Notes • °m warn clka Type' mLerrwI s.Fcwa GC Spann"Lwabw bwea Pr.mM not require bridging o mr Epa.pr rmPaL •mmwek namnam.ws, ar r mid-span xc2 aim mrlann.brg,m swmmr. SI OAl1FAANf EMiEE UK 1HE BEARING UMNT tzo-t6o cads N zY.' 1_ One em: fasten"''an hnlNay ceMee�nv 5� king .no mkreineieraxnsr¢earn•.,pbmorre^boo^ THE POEO11F A 5 VMER THE 01iCCIM Me M1rst vtle �uews 2t{'br3K" 2.• Q'(%%//I/�j�I) rcss 3' 3Q "z Other Trus Joists Headers and Beams /�y�/p�,) IRA ,B.Caw � - 4J ,_ ECM sreee O Rw.boon lPim ,AC LSL — nmktmrn NAME.B.GOLOMAN LJC.fI. 062780 o-16a«ua 3Y.• z• oo xoreeYx mlobr O mMeenwma rrOTweofraag.aaeaw DATE' Ofirz7/23 REV.O ben,mmdae rxeprwYL ,�'" ascet5 23G"gr 3,5^ z 12-1-1 e[m roesL«e mbar ee acphw eytmr a[wss ,ror eaarnaa. rmrP 5' On s, - Ere 4answ""iGcere«vu VadN eolu,rcaWCRy tW rob• •- Cre sore awe kr smebaaw ceams ` nmwemenarabeam NEw �4 arm beam barmy koua' e01ne ��r L5 Ei.Seecunam 12e-i6tl cads= 3Y' 3 corn a wsm .• �(F Weyermeuser Merabre. er 6- ECM une MWM1Lk p�es con to raiktl Or boPetlro«Mork 4 _ T G k LL a sarexs -Em6 z z4' ...cmee O mmmrum swagl'n/a'mclthre rabage at.. TJPcon pat t"NTJ Rrmb Sbarm Tab ro'e �°' �• L Cg 3Y' z pfir.• 0 ,r.'pr,x'T�he L5L �rmaar.ren ��yrNM r' 'J (,� � 2 14-bona e' z :4" on awe bro be er O _• COLUMN DETAILS Oenrkare4lzB'Gackr,Mi6dakareDliB"-nl6raamlersve are565DW 5P PrTr¢O O eTeSp>mL3ab ° km r °nzr W+' ?� IW row of rails--bwM aen 111.1 greater. E, z/it°'r S aY0 l3,a)Awtknnaatlnwr wmie[erg anN membw6 nntaznpy Mlne aMeram pmet Hai icon Errlrpm ttw mwsmtta pN bdgw HI General Notes Pp R E55 BEAM ON fie n,m mamm•m met.+wen owwm b•m eNy. COLUMN CAP NAILING AT BEARING(FLOOR) O TJYB Jowf to Bearing PUIe Sgitb..aAaa a TJf•Jmizt m Wmor:mama \\�T7{�y��\F\\\��yrL V XTJa RrmI— Metlbca1.w1—1 Dy ma be analea upm3-A Use 81 or 62 at z ;'Pr, nor i_ EL. G�,O.U,2Y.3; 4por dbdo,.e p, O mtRR'dIatebearin WARNING nroo«Bolo lt3^.216 armo eazEtkn« m�pan raurg5 Be 9s 0 ISSUED FOR CONSTRUCTION PH WM BG 06rz7rz3 2 naa coon awe Cme ro cW iein nangez.nc� wHh load bearing or Joisb are u,table unM hraced latenly O rarkat an a,gk at brafrom,above wall -•Bracing/ncludes: � least f'from errs Pkmbng IkcP Pt X Ens p�Prvs Iron above C FOR REVIEW AND COMMENT PH WM BG 06/16123 n mrc COLUMN BASE m<ememang as>.«¢amen of wpppn O B FOR REVIEW AND COMMENT PH WM BG 06/g6rz3 a. tm'mrmmunr ern ceanrg pktamry apwratan .'mar ce rwwretl "MnYmumHI ronwp.naM:camwwna agwwam p FOR REVIEW AND COMMENT PH WM BG 1N16r22 gwrpwwlwnnp.paeame ° Rime T.Ir•Jaht 00 NOT wa/k an/olsrs DOraa—lkonlodam 00 NOi stark bugding t1L•rF aEn maw. will erpea Ins arerymg nx mmedt,on unane.rned REVSDN OESCRRTON DRAWN CHE:NEO AFPPOVEO DATE -r+?'d;l•,\+fir tY.'ort15'TimcerstraM'LSL TN r'Bp nmprst T« AaaNmal iorslrsrequueaa MUURYMAYRESULT. frisk 5sa^k°nlyovw roal�dn toe 10 tzB a-I mars a«eCOgrcetl O v,TJf tlO amlokt nwr Dantl WARNING NOTES: Deans or walls. • O Orc10d10.131•a3�nAunv 'k.On coon sore Ol or Aspan ra eN EXterior Deck ror wp rD a DDNpTxevw �[XpiprDDe,bn gdN,ing pnamnanpanreaxNinaerbus BRUCE GOLDMAN, PE PC TJf atO,t0.ar•d]60mmpM: Rpp°prst vn �• Gtrumuvl Attachment bnr6w M den& accidenb.Observe tlw blbwi debne,rg gut .. hpallorbbckb Pe�waa vm��m perrym ELEVATED Cn 16tl I01]5'a 3yr-i rea rmc WSTALLAIiON NS m twmrmpro-re R:,crpMomaxe ben rceeam�erJm.dse mum evewaronave•®mgm�rrbe axons a mrs,roe ems are wo a COWNN BASE ,�.mmmamEtarrrpt� "6'vu TJr36D con wrsL y tmremrdea �eaaa� a �"° yampy>nm�ayerwrmarome<,aam>m•p,maamdropearm:k;Pwm � 15 LOWELL DRIVE uEnobr aamvv 'n�n,� ury�ma a+.<Dr, •mustbmree maduee.waLa•ra dare l••nre¢3leremeaznpet L«me nor martllvinrbetweenjPlsw. are Safety bnerr9lva enpwee•etl Nmbe•. ag bmrNg arcm nmvaraigrey Pvmbk ova,ago some nbam-amnaawoaeror bbcvsaM Eixxrng«nek carry ga[xee Pwktl xneaka woos r,Yn�n..iq at prv[enkrl6• y<r>iw..dadx.•Mre. _ WAYNE;NJ B MATTACHMENT at BEARING mmml bads Mark Btem Bz)Pa[long cW ux-1 matwan eeALLOV.'ABLE ear MTd nvpim)ana s aw.g mm,e.r°mrnnyrcmar.emnrnT e,m°n aa,rmmla>m n^n<poom°^1-11 Ia TJI•cal ManxeE atnercn]is rwla substMle wmrek i);'yncckcu„ H3 HOLEG trnRtltOabn«tl erWwaR csamay.<n rc9m<xraprnxmr.+tr.^mrr°ueri+rrnammn nrrpea t14'TJ°Frm EOam cr ror souasM1 Elwhs cr bkcbnp rank ank1Y n Faxbn ateacbwistwdh - PROJECT "�Fi;<.• tY.'ar 1 Y-Txncei4nrm'LEL. t.On<enkr Ma ea lg.I-WARN nark rmwmum Wamug:DrRrrg coat nP uwrnP or maznmmp waotl wwuctspzrerate,wovtl auat The carol ambw zwE,p an Ms - re en,Pr,areabbkaalronnPceam Tool baawARMNG,. wpedma,wnkrnbnm.mprro.wmwabearoEknrbn,dr«meareaPEmam, twnlpVcakkplaldpma NOTIAS HOUSE oc Pn xan b` Eeamg Lbk 1.,m mover For Hart rmgimamn w vrpD[snwn 66 to P] «� Pad^ aa�AbataaPanMexn al ` �!? A�- ��xanmaea azt w w npm 450 PARADISE POINT ROAD giPm"" Dort naaatan nmap Dkn la aPw[abk;ar I A Pl waA pr ceam' A wen er ��' SOUTHHOLD,NY One,Ov R,2fi'a 3-J nrleazb arpk tO rtnmmge pYtrmesaer lnNalraaru.Gcive kr Gbw vralprN at plummrg drop iue cbd' 11dC�iJ - yerlaecser Nrcmbam.ParaOam Tunbe,5lraro 1A TJ aru Tius Jm9 areregaterep trapemreras of ct member al ceanrg sLlOmp cr Cdak Famrnp T,l-5000 Far mrmmum _-_ - NeYeTamer NF:¢IDZD WelerlaeLser NF CpmDanY�Pll rrpnlereurvea ,X'nrrnmrun.lrcn.entl eMa«m.nabvtc cea—b,V. m-1_��� 1 ^H`'e'•a'aiea �p nnE: 1 WOOD DETAILS C.0 SHEET 1 OF 2 DRAWN BY P.H.CHECKED BY: W.M.JAPPROVED BY B.G.DATE: 091119122 PROJECT NUMBER DRAWING NUMBER. REVISION 23012 S-201 0 SCALE: SHEET SIZE 24N36• 118=11-0" 9OF10 D A B C D E F G s-t Do.dwg A B C D E F G ALLOWABLE HOLES - TJI® Joists 1YZ'round holes may be cut anywhere Min.distance from Table A Min.distance from Table B in web outside of hatched zone if they Ware located 3"away horizontally DO NOT (edge-to-edge)from a larger hole. 5 cut or notch flange. 5 g„ ❑ O ❑ 0 6„ 6" Li 2 x D, Di Closely grouped round LZ 2 x Lz Dz 6" 6" No field cut minimum holes are permitted if minimum No field cut Do not cut DO NOT holes in (applies to all holes the group perimeter holes in holes larger cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1Y2'in reinforcement. zones round or square holes. zones cantilever ' Table A - End Support Minimum distance from edge of hole to inside face of nearest end support JOIST TJr� ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 4" 6" 7" 12'-0" 0" 12" 14/e" 16/a"18%" 20" 4" t3'-.6" 5'-O' 8" 10" 12" 14 3/"16%,'18�%- 20" 18" 1'-0" T-6" 2'-0" -6" T-6" 11'-0" 3'-0" 8'-0" 10'-6•, 11'-6" 13'-6„ 4 20" 660D 1'-0" "-o" 1'-0" -0" 6'-0" 9'-0" 11'6" 2'S" T-0" 10'-0" 12'-6" 14'-0" 15'-0" 4 22" 1,_0„ T-0" 1'-0" -6" S-0" 7'-0" 9'-0" 12'-6" 1'-0" 6'-0" 14'-0" 15'-0" 16'-0" 16'-6" 17'_0" 24" 1'-0" 1'-0" 1'-0" -0" 5'-0" 7'-0" 8'-0" 11'-0" 12'-6" 1'-0" 4'-0" 5'-0" 6'-6" 9'-6" 15'-0" 16'-0" 16'-6" 17'-0" 17'-0" Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 4" 6" 7" 8" 10" 12" 143/" 16%-18%- 20" 4" VG" T' 8" 10" 612- 143/4- 16%"18 3/" 20" 18" 1'-0" 1'-0" 2'-0" 4'-6" 7'-6" 11'-0" 16'-0" T-O" 11'-6" 16'-0" 19'-0" 20" 560D 1'-0" 1,_0„ 1'-0" 1'-0" 4-6 8'-6" 13'-6" 17'-0" 1'-0„ 10'-0" 15'-0"22" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 8'-0" 11'-0" 14'-0" 17'-0" 3'-0" 10'-0'• 19•-0"24" 2'-0" 4'-0" 5'-0" 5'-0" T-0" 8'-0" 11'-0" 13'-6" W-0" '-6" 5'-0" 10'-&,• 14'-0" -0" Rectangular holes based on measurement of longest side. �. s How to Use These Tables General Notes ® E C !�E ` E 3 1. Using Table A,Table B,or both if required,determine the hole • Holes may be located vertically anywhere within the web. shape/size and select the TJI®joist and depth. Leave YB'of web(minimum)at top and bottom of hale. 2. Scan horizontally until you intersect the correct hole size column. • Knockouts are located in web at approximately 12"on-center; JUL1 1 2023 3. Measurement shown is minimum distance from edge of hole to they do not affect hole placement and may be located in the support. hatched zone. 4. Maintain the required minimum distance from the end and the • For simple span(5'minimum)uniformly loaded joists meeting intermediate or cantilever support. the requirements of this guide,one maximum size round hole 1 may be located at-the center of the joist span provided that Southold Town no other holes occur in the joist. Board of Trust065 • Distances are based on the maximum uniform loads allowed on the joists.For other load conditions or hole configurations, use Forte®WEB software or contact your Weyerhaeuser representative. 2 0 ISSUED FOR CONSTRUCTION PH WM BG 06127123 2 C FOR REVIEWAND COMMENT PH WM BG 061103 B FOR REVIEW AND COMMENT PH WM BG 0610523 A FOR REVIEWAND COMMENT PH WM EG 16114122 FEV5ICN DESCRIPTION DRAWN CHECKED APPRO.SDI DATE BRUCE GOLDMAN, PE PC 15 LOWELL DRIVE WAYNE,NJ PROJECT UO NOT KTR AYf OOCUNDT TWI FM THE NOTIAS HOUSE 6KKA E U 450 PARADISE POINT ROAD TIE BRAN E 6 MIKR6 UNUER ilE gNE6igN U4A ESLLDEN7N NAME::B.GCIDMAN VC.k. 062760 SOUTHHOLD,NY 1 DATE:C6127123 REV.0 TITLE 1 NEw W WOOD DETAILS �� .6 SHEET 2 OF 2 tiQ bV DRAWN BY P.H.CHECKED BY. W.M.APPROVED BY B.G.DATE 09109122 N ~ PROJECTNUMBER. DRAVVINGNUMBER O REVISION ♦ f T�° P 23012 S-202 0 "Ya•F�y�R OBE55Y0� SCALE SHEET SIZE 24'X36' 1/8=1'-0" 10 OF 10 D A B C D E F L G 5-1 OD.d.9 L1 4 - - T S - 0-U -S-E- 11 H a� 450 PARADISE POINT ROAD � �� ai r �_ ;�,N -G_ ���=�Elss�! SOUTHOLD, NEW YORK 11971 ...:w 3+' S E ss l l I tF Bruce Nagel + Partners Architects PROJECT INFORMATION DRAWING LOG DATE OF ISSUE GENERAL NOTES SCTM S.C.T.M.1000-093.00-01.DD-003.000 Q IDHAEISD2EAPEBLEDOrJAEDVSLAJDLCNLL'LIEOEYThEP,G-I NUIDAID ]11.1'A6FEARGRULDICGCUIRII 1 if[1EAGP4VSS PANEL NMOOKS D.,OL.ECHE-1 AID.-LnIDCWNinCH SELLFELv pLSidLLQ"B"'A61f JC LClI1FOLm0.CxALLpfiFFICIIEkNfTNEP THE IXEIW+ELf[TF[iLEERS[ECSLfRR1Rm SER2ET1ENERADITER.11 •PART OF DRAWING ISSUE NEW OR REVISED F2m.u3TRUNRFNA PFDltREO iHMRAN0 Thf 40.CHRFCicCfi NOTASSU.IEREFTRIB-PORmES...11 OFNVNSLRAPIG µTm LDADS-11UPICHINESTRUCTURE INDIGOµ ANDICHORMIS PAIIELPFUTECTOWD 'HALL N'IILTHEDNtNFRALLORODEl1 ALLELNTRC➢LIA(•RASHALLBEBOAAOUfFlEUNDERVARfRAPPF BBETALIAEPER PROJECT DISCRIPTION NEW RESIDENCE ( ) 6 a PEDUPEDISHGULDAIEEf LOCAL 8URP86CODEINBAEOLRGUAENACFNIEN]UE41'MEPSDCORAIDEREPREEER-E. Ct1NEPE DIAFCiGH t+IYDIIDDLLMIfNL0A1 T:LEPNCAIE I+IC CIT AII1EHIwE 11111N41N ALLI5 iPgP m MLTA.TURDf 2CCIry DRFRDMJEASMLLCDTMIIABLILDD+4PERMRMML Em14NOR\WDGEPPDRMMRi ACAAl6 LCIIIMCNRMSNEBM;IALINROWH11Rx W511AAI+CEREFRESEMAIAFIGRE-I B10.YIIE0.mVfP1FVTw1 N4lLA4AAD ALL1FlIPEPFNRELOMPOL lAhttYSHALLRUN L4rILEALFO PI IYPLLS fLCOPS 4H[OPCFRRIGS VEFB(ON+E! O INCLUDED FOR INFORMATION ONLY ISSUED) - s RECNNG. AET>wTDNCONOmnE.YAL9-HOREDTHH000HThECIANNIPGICY INCH um LOMAS IODINE eexfRPRDRm RETAIutmN ZONING R BD F = u' 3[CIRMCmRLNOPIEASWLLOBTANFECLMECIFPNN+S PERMITS CERTF[41EC GFpLCUFmM.PEPQT111 CBiLWN5X4110RIMUStELESUMINSIAICAEDECf &AIPALIDDCEDICOLINiA SEIYIIHHYSTeT PLQDRI4 11 L4NV LSpFA1➢RNNiHLEGENERAlW1EEC[•NFRmµRHTESPNIMARUNs mf SIELUDATCrESMILTPhF NFLNEM LOT AREA 109558 BE 1EXCLUDING BEACH.TOTAL SITE AREA=101,560 SF OF BUILDABLE LAND) PFIRwaE ELL FOxneRN IEREOmnN HOMA4ENLES M4BE!LREpewIExHEDF. c4DE n EeFEry axB cfw RNLRPFNDIr. ------------------- ----------------- ----- -- -- - -- - -- - ^ µLAY ChdLLLLNF[mA m ThE HE4:VCPV STATE UI Pil FREFFEEDDIESDT BUGLING CEDE AND FLRCSA[ J.IAepRePIe2MR.AIJU.1CUAF-kCE BEEREEN ALLETRLCRTLLL FMLBAS MEDIERSaNO PEEFLACE CRC-D 4Up,Ct01[M1SIE Thf[SMSAffT r.IAAT/LI1mILLRfOUEQ SPiLTINOOL'UFI DAEi AH INUR". LOT COVERAGE TOWN OFSOLRhOLC''MAXALLOWEO COVERAGE-20`f OF BUILDABLE LAN0;20?I25F;PROPOSED COVERAGE=9305 SF19.2`±) DWG NO. DRAINING TITLE 3 BIAS DfThf m,mOF:uFED[Rm wtw:lr, >GD:[LF:iRNL[ARE<FETUEEmG<,mp£uGEixf EAFQF ANt GEP:IhnQLEDr„THE G:xF 4L¢ELP.Es B S S S S (CUEmLGRNSIDETICfn[BE VD-INS1LINESSFRAEA'RNFFCGIURIII I FEFS4+JLYAL,:tECGF 1PoVALIL GDDO LCVEPSHEET ��i S.IFpI TE[OLWEECFCDSTLCR11000I:ARCNE+513AtM1[H�ED�PEE N:IIHTMTRE R:OEAEECINTHEEENINS THE 22 FIOCP.!CERSxIIIfEUTEF.eLLV SL'iFLRTECPA ePA:GMG CP 6LCCNm u1l:nPrelE h'OTDIENRG1 FfD SEESLrEEn.LiHEFir�EGHEMICENT:NOFhF CCNLIU 1 ALLOWED COVERAGEWRHIN:OD FTOFWETLANDBOUNDRV=.2084E E49SF 92305F120%) PROPOSE[-9305SF(19.9%) - ------- - ----- - ----- ------- ----._-�- - - -�-- - =CTCRSHALLSICIANNAUD-T,.EARCI'RECT SHN-ECON'1R/[mRFAnmPpupNTwi PR(CEGLEANS 3GD:EwI(4xEMcmR ULST LIanmR:ffccees of sum NEfEmNEmApIPC[MFw1xE 1NMFF.1M - - -.�•.._ Co THE THE COIDMmh VeLLALPAE AUL RECF(ISEIUDrm wfRTIY AFEI,TIEPE ROLL [ELLTE[ GL4GEW:E[CiEHLSRIl EDQ1VOhLEP.E m1C SPFFT PEVTEC PEPoREEAND fAfGIEf --_- - Appr---IEEi - -_-_ ---- --_-- - - - • _. .. .. GROSS FLUOR AREA MAX ALLOWED GFA=10,100 SF PROPOSED GFA(EXCLUDING BELOW GRACE FINISHED BASEMENT AREAS)=8.250 SF I COMPLIES - wN _ e A402 ENVPGEO SIZE FLAN _---_-__� _-_ __ __- _- _ - __-__-- _--����t��� 6GMCPm eQL'1Th'E15 CCIETRLSiDHSMPLLSL(GF415e1/1.TFlf6N E.p5m14 NMFiDESMLlEE1ASKRNmiRe11E0 WflL I1RF F.LFf[tNECUFE TIf OrICpTER di.fLC9RJC6TSNll6FIF1'SJGEii'IERMIDA'PL+OFEGLYLI N45i RCOP515TfLISSLRI FFRBfECC[DRNS HEFd: A100t PLAN V �- _ _ MOFLPkN----------- -- - - - ------ --- --�_��H�I�I _ !i01➢T:OEAN SA%B-ELOBU. 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'MIWEEfPftECiPCEILL2SEf0m+CCOLDmATETNE Biu LEVEL ,BID PLIIERIC C RISER DIAGPAU �i�O!�'�_ CNONC DIESSO UbDf WEICPD BDESDS-1,-DNPVUS L5:F0 UI.I RSTFLLARIE EHALL BFMSiP[iLOAFOPAUV,El➢RN 41A11UP4mAER RETURN BYMF APGwASEPND INAC SFftT1:dRNi. - -- NENG DETAIL•• - - - ---9IaO -- CEWHG-]OLBS£i WENAO ;PEGIF[4T:N4NI REO+AI.ID+NTCrL A001 _ GENEPILDET,:RS _ _ _ �_�O'��0 WOE-IOlPG54 VIE LCIO D 11SILDIFEBRIIID LrtItT6S SWLLBEIFRSAlEXC0.l,.EN f]L 1F➢.160ARM,ACCO A10lOI1A:SANCR A4Pf Imam 0E Lf0 ABD] GENERAL NOTES _ ��OI�I� I PACSmF CCLEIf JOEES LRmNFPRiRmIE F➢MLLFLmfLVJPJOEA AROUND ALLCFDIDGE INO UIICERBATNR'P LNSFSS SFNRND HERp1. GENERALNOTEGRND DETAL ��'�I�r� 12 BE5NIMERSmES FOR SINML LODBER-CGUGVS FIRCOUIH ID 2 GRACE�daOPCI E 17DDMCKL LENSThCF Wt➢RI£ --- -- -l�J - IE0.LHDLl UCTEDINE Ii FEIIIILOPESOfIIII?ORLEGS,AIICSWLLNDTIXLQD4LFr161HOf IBHEFGRswrm :1.1'NI[9µ WIC4WPUDRmMLfETAf11L+S 5RElCPLGC PAR/FVCXSBItGCPT]II THE pERIF N4f CF MEF:I+ INA LRpTEP1MN.M+2 33 FLNIm DECRMSMLLSEFNF RGMDEPLn D15'RHfDGEGC+m01CCREDORPLIEKPSI'DIDULD SHOULmiNLB.MPR.IUDOUREASEOFTESRLFRAI,AS - -- ---- -- ---- - Net Do SIPULNRAL-FOpTf6 Oil ThILANESE' t2.L011iPAt1➢RSHDII➢NIfl RP EEtLRRl01STEAIE REQUIRED EY iNE0.111E0.PrlO SNALLLCORDINAn INPING NRTHF FO- STRUCTURAL- UNOIEIONP _ �I�D�I� � 13 HpDERSSHALLBEIN 21!PIN ITAIDOPERINGA 3E CRLESS I]I 2r DROISPNIV4SUFm W.;DD WDSRAII;111; TQLPr10 EMLLBEpISRLLN A0 PEP 415E eNGOIDNAf IRS:AUIETURBASEURRISlB0AF.0 FRSTFLOO FLAN ----- ------- --------- �1-�0��� L POAEP8phI FOR 4LLOFDA+GE GREATER THVI EB BJ ATWCTRdL STELLEMLLBFA-36E ST FO-20C I UGNRAL-FDUNGATIGNPVILHEETIOF2 _ _ __ I FO->D1 TRUGNFAI-FOUNDATDN PLAN EHEEi20F2 �I�O'���i HEADERS SH/LL EV A0114JrJ PDSiti2we lY:U54IID 4Ert POST ONALL 2E NeU_PDµFASfMI PFOpIKm SHALL AE JE TPU➢LDRIILIIUS III COF TPE[GYEUTAIHAO NollINDIVINITEIT BEPi L5nD 0r11HF NaH :]C0INPACNFSMLLFAOrmE CP1 NELLSm ICCCANIC[:n THE MIN::4mR CRUt1LEfA0AITXF FOLEE OF THE BUAOBI4{I14 -- - " - ARTALUD1Y EPRDFERSNESUPFOATSTIACTURE45RELOAIUEIIOELBYMEwNll'I.Rfi Thf REURRAIG APPLE fCHEOVIE RNEMIFVELSSWLLfiELfN506Y1HE U.54 HNICBCOI AIIC APCHnECTSHLLL A£iNi NCTALLDRNIO ALL-1 BRAINS 4N..IDCATVR: ---- - TRL'LNPAL-SECONpSECOND FLOORS _ ��O'�V BENLOHEICE0..GNfYNROPM1A+LSHALLBEOY.WATIC VfPIfl qE[UNII GFDNDHEGERTHEUS3 MHCBOGV CONT TARUV REOL'ESTSPECIFL{RMS FWI.I THE Y S t010 TRULTURAL-ADI F SLAB PLAN LA _ _ �'�OI�'0� ARCNRECT.BEESSA. :4 COIRMCTOR SMLL CEDL ALL P.]LF SHLAINTIS CRIB AP BTUDDHOE ADISCTF TAPE EfFORE DAVIG THE URREFLAYLIfIIT OF -]00 TPL'LTURAL-STEEL OETAJLS PLAN _ 00.0 FG11ENTS SHALL BE ANCHORED 1.111-LmB11.111IN1ECTED FROUThE f0UND4NCNm THE M10f m PRI.. THE RCOHI6 TAL-FLAL- OD DEPAILi GINIET I CF] -_- _ _- _ ��T� I _ COLLAPSE ON PERAUHDR VTERAL UC IgIEM ALL'UNDER AIDE FO FN THE 4LMDMQ Of ME LOCAL BLTWIN4L40EC. 161.D1D-111CiPoMSHAILOESSIDDPoPVPPPIPITE041NEDLED-04m:EPQIFIEpRSi-ISSUHO Allt4 P I P D 5 15 vl LNDT D\ 1 S III BIRULTURAL- �I� PAORESµND IADWDIGS JeVBC AND MRL-1 SHILL BE PRICED 2 CGITS AID FRI[NED 2 CNTE LENWUr.1 PEP :a L0111MtmPSMll USE4MCEVVIOR CPNL/lIEiHEF ACpR1G ROUID LLDOCAANDtI'ICp CIAGE EFVS ---- - --- - ----'-- ---' - - - I i4EniIH64NC LONI:CCNIR`miLGOAPbUi GILD BMLb1G 5MLLPE OF LGPROSVN hFSSTAlIi6W1ENYL`WOEWl4 rY SPFEIi[ARNS GN ip2NELHNUV 11RNIH ME DPARR+c SET Mf CUf PI LIE PM4NI PAPEFBYA kRUC.AUD 4f] EREMfpF COAPOSGrI B0.DFIEAmMRNIIHCH LIGMPEDU:FEHEAep11A Gf ThEEm1[NREm mEET.UNO EifE[1E CONTI11MRSHILL BSEAII UHINUVAINTCf la LE BU IGPAPER UNDER ALL MRDISOGC FQ•CRS EEHREDJSTIUATDN !HASHES OF grsUND ECIPSGURESSNDLLE INAINGSLwmX ND4CprLEERLGRNAELLOfif16 FOESIAIE -G 11 i4EnNERFAIID(OUECTURSRGLL'DR.'G HIRE BOM STEEL AIDDICHCA54NOmUSBIVTESAPEmPf GAL5AI.B :e[4RFfEIH,"HALL BESUFPUFCII.D D6TAlLF[•01 CANER. BE LOH17HETA STRAIDS ROCIa1FFLE ITHE 6OPE GFBtCI11P.ACmIC TpfMLRE THAT 4LL1tNW6'.IIPYC4L[OIACOAIN H --- _ IN MNL<L4A0LFOCFEOGELBRILDI ALICII BEFTE LhJ RSUDII 0.4DEA.PfNCENp[L'VATOf+ID MIT;HFC BET1fFN1Hf iA4 NNDFS+NO AIC+LDFD BI1Hf.tpFF pf ISGPA APPLICABLE CODES __ - _ _ IIN9 FNnl umf RAFTERS NRDARIAILLJ GSnr[EOFJfEQm4mxB ExE Pu4DREmnweR E msluu EF m EIFEic4RfppUWLEYIIIHTHE a+STATE euwuGONE of nc:Nmus nNeHwuC. A - __- 1 ANMNI PSIEAI IYHEIIPoSSIFLE CUCCALEECTRIALANCEN+GHRG BEGN EIELflY4liUHrSIG AND iFPRPUiIItECF l50PAALL•5tlRv5Af0UAEtm -E --� i Alffi LGtALfIQTFI)IFNC gEP41 LOGE. F50NDS111DSipeSNLf NPMe•,FLe1:M1A:GeN[FHNRU4IEEGFY:u'FRPLLµOFYEFFCL'GQ mI,IEElWULF1ECHU3C4L DD 1^' C E I [[ AT EE 1-CORIr CCGEC - ' I 1 ',!f'Nf[Y•�(j'! '0.y1tNERE PESF[NSRV NFIIREPI:R H:51'E[ESGTI N:[IV+FtC.0 0i SISX ACFY ME ARLHfE[T HAS I.TI FEET:FETM:EO I U [F[CFLp.aRN[{iV-FV STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC T _ _- _ J U L 1 1 2023 DESIGN DATA"PER R301.2 IN THE INTERNATIONAL RESIDENTIAL BUILDING CODE.TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL PLANS AND STRUCTURAL DETAILS TO CONFORM TO THE 2020 - - -_ - - ----- - _ Southold Town BUILDING CODE OF NEWYORK STATE - - - _ ---- y- Board of Trustees LSSUE INFORMPtION NO OPTE Des--DESIGN Rc 12N 211 20 pE51GN FEVIEN I?XL 2C Witk G:EP.v.EOL.1351E 05 PUG 2O 5'IPU:,tt�FPl R.", -RICI'C.EET 21 FPICI•IG SET U�wE 23A:AN 23 REASICNc 27 1U:123 PE FOP CONSTRUCRG.-4 IMPORTANT NOTE: The Archrted of Record has rat been retained I.,Canst—iun C.—d Administration,and daes not take re,p—bdiryf.interpreting the Intent of the CIM-001 documents,,,Iud,,g making m.drf,cauons as may be necessary durine the mnstru—phase;undocumented code vmlatmns,and that the Archdect of Record Is no longer liable for the work where changes to these documents have been made COPYRIGHT 02023 •".tP �'Z..n 'Sf• _ �elm 3G[�T`«BPaci N�OE..m FPR•AtPE rar u .\ ,;. a�, trC�. ✓' {y� _ .,tF" ,yam,('^`}P. s'�-. \Y FfvPc[Pc`wh lnCCm.�'TOP.O U:Ecr ++. E "S"A� �'� -',�- u:i3? ) -Xb ..t-:. — §,...'- =nR.w,,,c •„r.o>sv,u:. t4 ��-_^"�:i-'rA Wit:_�'-' ::ai ��,', 'e"s` ���:,- ,•,\, � � ..fi-`r �c'� �`� -.r -'�:,'° AUDIO VIDEO CONSULTANT ( r �i 6i � EneTpy&RESchecN Consultant: I _ -- �' �.J + V '. - ENVIRONMENTAL CONSULTANT: I 1 E � + r: LIJ Of 0-d it Loot � i'• O r =�✓®+ '+'?: ;.`t�,.,,�' -- LIGHi1NG DESIGNER. i ..� - - ---- _ .ram- �_.�: :yam -�- .�t'� tid1-'-�l <,1r ,y, ,,;,A;-'� 5�,; ~� - +�� —"�.. } - SEPTIC ENGINEER: r i(• a.�; � ,:r �(,* _ �'� cfi:,ry�� 'r s'� �, v'I �, _ • rs✓:.��, w, },•.y'C �;}Cl �.,( } P l %-' i STRUCTURAL ENGINEER, t _ E' s INTERIOR DESIGNER, PROPOSED AREA CALCULATIONS SITE PLAN ~h } PROJECT PARTNER; JNOT iO SCPlE \ � BASEMENT -` Alkr "L PRCHrtECT FINISHED AREA 2.490 SF STORAGE 450SF MECHANICAL 420 SF hl" B N`Uffl15 TERRACE 430 SF s&o o Naea-Farmers Arcnnecu FIRST FLOOR FINISHED AREA 4.420 SF ENTRY AND MUD ROOM TERRACES 460 SF M1a s-lain COVERED TERRACE 500 SF Pa,EC REAR TERRACE 2.340SF NOTIAS HOUSE GARAGE 1.100 SF E V E I V POOL 960 SF ttt��� Sou Parahold, se Paint Road Southold,New York DkP NG TRLE SECOND FLOOR J U L 1 1 2023 SITE PLAN SECOND FLOOR(MAIN HOUSE) 3.910 SF SECOND FLOOR TERRACE 1.300 SF SnEEr NUMBER TOTAL FIRST AND SECOND FLOOR AREA: 8,330 SF Southold Town A001 Board of Trustees PRIER nG 2016 _ _ _ ...I.' ..C--_--_-.' i 1'_;.' 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' dung the canstrumon Phase;undocumented code umlatlans,and that the Architect of _ - -__ - _ _ Records no longer bable for the work where - -'-- f changesmthesedocuments have been made . -! - -1 1 ,'.'1' ,.9 skb II I - - _ _ 'I.' � ny' --- . •i' •I _ -- ------ I — — -- — 0 j , _ _a II I . I t '-' ,''i' + t COPYRIGHT 02023 I _-- 1 1 . . 1- •�'•','•'•'•'•... .'•• J .Z-'.Eon Grr6.U,:E rocEL,m1..IreEr.: i I - _-- .,1,. .'j. .r.�r,. .' .o«cen.nru x«E`F-.I,.:.n,c,.rs � y. ---- -- - - R ,e L., :EG ' _ 11 - -_-_ 1 N _ _ . , - .11:• - .).' -,2^f 7.f:��-.: w,au w m=.sr.c.'ic ro�reicwtE. ''K: iC 1 1' :-.- 5;.;';r.: .', ' 1 , _ - --. '-._ A'.'.'.'.'.'.'.'.'.': :: AUDIO VIDEO CONSULTANT: 1 - -' �`:.;:'`.;;I;'V li--.- ---t'_—- __ ---._- ----.-'t'.'.:-, ',I' .'�. ,,1.: \- 1 —-j-' -- ® ® I I-_--_f -. - - - '�'. •y. Enerpf•&RESchech Consultant: I ❑ II. , I , .'1.' ,ilk. ® ® 1 ,\' c - . i �' 1 3e M „ _ u 1 _ :-- .� BE !,I '�'. {` ENVIRONMENTAL COS I - _ .1�'.1 NSULT4NT; e� - - . .-��_ . , - - - - r f7' :I: -. _ SURVEYOR: I' I -t>�: _ _ _ .*...' ...--.:I:��....I...,..-..........�.,......I......'.� ".......I.....-....'1 ::_• - - 1 I \'.:.:...............'..-..�..]�...:'...',......-.......�............-...'.*..-....�-......-'::.:.'...'...:...:..:II...,�'.'.,...-.-.--V.....:�.,.'-�'...-...I.-.��..�...................*-.-.... : am.x> ..........''..:........'.....::--............�....--.--:..�-.....l-I...',-'..'..-:........:.�I..........'.I I I` •''I'• ....ss e.' v s • • LIGHTINGIOESIGNER: I I :`., _ EPTIC ENG NEER: 1 _ __- S I .:, _ I __ - -__ -- _- - _ -- - ----- -- -- _'.. 'I __• - -- ----- ---- IL � I „ I ." - Y -- - - f --- --- STRUCTURAL ENGINEER. t . _ I' - --._- If .\ 'I - __._-_ -______ -__-_- __ __ r: i -- „ „»,,.o,of I. . _ - ---- _ I r-_,,..u .¢+@_t'II`®`` tPa.£e'96f01®'S.Bit6r�G4t-€•�,`` -__. IM ERIOR DESIGNER. 1 6e;? •i, ENLAA! ED SITE L7AN�� - - - -- __ - -_ 11 1 _ 1 _ .I. /. .4. __ y_- _ - •l_- 1111■ P.1-1.PARTNER .11 Mn ,'. .'•'•'•'•'•' o , ea• �- '.I. . . . . . a f.r_-..L PROPOSED AREA CALCULATIONS '"�w :� AR N EDT BASEMENT - :-re . .. -T-. ..i - \./- - I FINISHED AREA 2,490 SF -- - _ - Bruce Nagel-Partners Arch,tecis STORAGE 450SF - sTuclD ME HAN AL C IC 42 SF N. .. y'1'_ i „ter TERRA E C 430 SF !r FIRST FLOOR - t -- �. r`: PU, i FINISHED AREA 44 F - - - •"� '. 20 S f 'r i. . _ i IA ENTRY AND MUD R E.. . NOT S HOUSE U OOM TERRACES 460 SF �''-: '. . :f - - : VER D TERRA E -' CO E C 500 SF ::.... _- :- - .• .'..'.- .__,. .. .i.' .' - - Paint Road REA T RRA - - 450 Paradise R E CE 2 340 SF _ -- - - - York- SotrthDltl New o GARAGE _.G 1 100 SF `. oNawlNC TrrLE �i. I ..' L7 1= ��r , - 202 :` - POOL - 3 960 SF E D _, NLARGE :I<: - ,, --T - SITE PLAN k_ 'f -"i , SECOND FLOOR , / _. _ S46th0Id TO SECOND FLOOR MAIN HOUSE 3,910 SF ;`: ...,; vun - _ -\.•,._..e; ::'::-:''::': :.•-:' -- STEP 111"", $oa�d"of Trustees SECOND FLOOR TERRACE 1,300 SF - I . .� .� I; _- - A 2 TOTAL FIRST AND SECOND FLOOR AREA: 8 330 SF :', :.: i 00 -1.1,m, 2016 SGUE IhgPNATCN NG. DdIE pEGFIPTCN IT-1 YI' M DEIGN FEJIY:DEIGNN1xEw'+at,F FPIERa• IR1SGCE EP IY6 EET RhIc'•t-------- --------------------- — - -� F- FRlcr+c EET L.brTIT r NEVIG0.t"4EUEi.P C..NE,nUCTIa'. I ---- L ----JI I I IL ------ -- IMPORTANT NOTE: _ — ————— The A,hnen of Remrd has not been retained �• =� ::"-'•,� .%:"•' - - for Constmctlon Contract Adminrstranon,and — •.- the ———————————— —— *• I intent of the constmctminldocuments,r nclutling s I I I I i making mod,hmtans as may be necessary I...e he inns rnamn phase;undocumented code v IAI......d that the ArchxeR of II Remrd is no longer liable for the workwhere d I I �xEW ELcgcx GRFCE-_\ � changes to these documents have been made ' I ERiaETRLT. ft D111 CONCPETE ANEW SIABGNGRPCE� -NEW EUBGN GFAGEGIFEF ,.'. _ BULT-UP F,C.GIEM WNL•i FAnO L(KATh]NE I A i-i ,PFDYIDEPIERS AE FHIMn LTCGILNN I I LGGATKNFI A;FiFF - L - {: L \ `! _ COPYRIGHT tc 2 L------- ---------- — — ---- — I I I ———————— —————— —-- I I _ �rGPFTI.cf6P ±yy-1�E�: I EPP :GI•%.'i.k:CF „SE VF aYA I I — ——_, -tee cP.'nlee c�drn FaF-G�TrI.D>Awr::; L——J I\ 3 wm.o::•w.mk�.Fe+:_u ec:auova. AUDIO VIDEO CONSULTANT; vau. I '• I LEV EN�_ ----- ------- r———————————J I Ener S.RESche.^h GGnsul[ant _G_V G> FOUNDATION WALL 12"WIDE 4000 P51 I — L^ I I I I o-,3.hn.-_ r]TA• COMPRESSIVE STRENGTH MIN. II c .! •' I I I ] EN4IRONNENTAL CONSULTANT: - INDICATESTOPOF I SLAB ELEVATION FROM DATUM ELEVATION _It. I �— I _ I F1ar1 -INDICATES BOTTOM OF -- FOOTING EL FROM DATUM L--J r 1 ,. SLRVEYOR: c -INDICATES FOUNDATION I. I I„ rc'.r El _ SHELF,SEE PLAN AND g I I' L—_J _L SECTIONS e s P.. -INDICATES SLAB STEP-DOWN LIGHTING OESIG^l[R' „o E: pyuAEGNGR pE I L— i i I I ,. Ex srynF RUFECEaVNTGEINrri GEEcC.Mwfla:xElvaEkFG nixC E EE 1ArRCE IW:;,TrCII F,NocNnERFuTKwNN&rr•FEdk'Cp --IL, ——_ - -__ - , I I E,EIIEZVEnTOP Fn CFEPrnx4N EGAEn DFO 5P1 iCEOs ncRE TE _ -- SEPTIC ENGINEER:+. fCdElTKATES-11CIC—ETE 1421] iUC _- I I I / 4F= DG.N FEEFGTCUA nFU G FSg FaOxvGRSFnFICr.1GMirypKN DNtFeuFER. STRUCTURAL ENGINEER. - -WWFAIdnGN is EE PRCYIDEo L J Ev OCLGax F GIDP n.,,,`,i r o cx —— I I INTERIOR DESIGNER, -— I auc a PROJECT PARTNER. I I �\\ I APCMtTECi WE�GGNGF�E� It _ EI E NPi® - R 6ruce Na,el-F.,rtners ArCluteCts -` P-P' 10'-1]N' fFt? ,a?14• Y-I VP fta vP r' ST'DIOa -- ------------------- - ---- J-� 91 1 2023 G.L�Fy .- ....: - r- ----------------- r-------- -- utho dvun �" I I I I I • i .1 1pard o "tees NOTIAS HOUSE L Sou Paradise Point Road Southold,Nev,York ILEA I — —J I` I I I jI L——— FOUND TION PLAN ----- ——————— ——————_ L-—————— sla i —— — I—Far w<YR' aa• SIP __ ------ -- A100. —lfk4T -----———_ PatEGTNG 2016 ISSUE INFORMATION NO, — DESCRIPTION 01!UL 211 DESIGN RD1M —11 E"'ScI ISSUE 05 ALG 20 REIE,A 12 MI- -cIET UIE XFASNNS r _eS.—'p--mil IMPORTANT NOTE: The A,hdId If Record h,,not be,,d fI1C d— Uk,esp—Nfity FIT,t,,p,t,,g the .fee[If the C-1—bet dIc.111O,c.d.deg making as may necessary d...e1h..=_Dhase. undocumented IIA,nolatiDm,aId,h.,he Ichife.Of Record rs no longer Ii,b],f,,the.,,k where A ch..,.1.Ih.I documents have been..de STOWE w I—N-E Eml -S-5 LITOM—TIO COPYRIGHT t 2023 T111E 7 a t-n 1-1111131 1 UIE51 AJJOI0 VIDEO CONSULTANT: ---——————— Ene,gy&RESChEch Corilt,h.lt: ----------- ------- .1.to FwsT lece ENVIRONMENTAL CONSULTANT: :--j SURVEYOR: LIGHTING DESIGNER SEPTIC ENGINEER: w.I.- Ei STRUCTURAL ENGINEER. tr INTERIOR DESIGNER: Q tt PROJECT PARTNER- -K-2 BN A EIll—N1111 Pl,titArchr—ti, C ST ——————————— — JUL 24 "0 1.71 NOTIAS HOUSE Soulml Town T, im Board c f i steel 450 Paradise Point Road r Southold,New York D—ING—E BASEMENT FLOOR PLAN --------------------------------------- - ----------------------------------------- - —----------------------- F—EANIGATE111IT-1 P 'U"E. Pyllx """'I. I 1�I—S 1.1 11TI. CSO-- Al 00.2 -- _—. LSSVE INFTPMATIDN !IT !t? !tT '"' _ NO DATE I 06CPIPDDN ----_ 031UL]C DESWN REVIEW FOCI EOUIGNENi :S WL 10 OESki r h' MU-.O $ _J.1L M E EJIEP.at EOL.IESL'E 05 GUT= 'ICC,4EET r f£NEMFLP PUG SO Si .NFAI RE11c'.5 —__ w_ ac FFICV,E SE'uFDa,E ——— w —� 3a iU.,J LONE FiR[a1Er9ta'rLi. Da _ I IMPORTANT NOTE: - The Archned of Record has not been r--d ---- for ComVuglOn CYniratt Adm,nnlra0on nd -- b I f--j' —- -- — does not take respamrblLtYformterp[et of the mmtruelon documents,mdclud,N,udmg H6 U Vn I m..m lhoddmatmns as h.,;uFecessary i I dunng the mmtOrd that th,A,6aeaku Of ted 9C-9 r.ARAce R-W Ola.I-and that the tlh h..,k of _ Im L I Remcd¢nolongerlMblefor the 1,eO, ,d —— - _— changes tp these documents have been made. NI e e IAUWRY I 1 [H O - FENCE WO iW xFNe E FAT EUOF Ilv P00W POF �FCONFLVNTFOOI YFErr •n r1 1 1 a. , I N � ,EN� I I � Er.VFWDxCE1FLLDE11KiM1GE5 per) _J 92 FaSDEF\�i L___ P C� I COP'yP IGHT 0 2023 _ _ I i i —} 1_rnEPRDGE9n nr lwa�N.aE..PiN•n nn _____ ________ EFL TI —_�_�' .PCnNECT;ANU rNFS 9EraIM1 RLL PIW+1! ___ _________________be, FEFPLC•uCn45 M 'IAFIDSLAPE �r �6� I I .x"FeW1 ici�rrel'.e TERRACE $y, — O .AUDIO VIDEO CONSULTANT:cW 11 r -- _— IS33<•IFlE30 VE _ � _,— Energy 5 REScheck Consultant: flim�P—" - - __ r I q _ I I ENVIRONMENTAL CONSULTAUT, el tN' 'E,m 8'x8'HOTTUB L SURVEYOR: - i i �/ 4rvALL ' IAnxrNDlmuD e I I LIGHTING DESIGNER: SEPTIC ENGINEER: r E1EV>rOF ErI:Fi ENENLO—e -FEFER IO FRERKE - -- -- - i y/ FCF FEiEFETCE 01aY FIC1L EFFYEc6UnCN5CCF _ _ /; ENENE»Nl Ip EE VER61cT PF FFiY1nGCEiaLSPIS ONEN51LNs I __ __ -_ _ I _ _ ___ _ — —. / ' ae'aTCF FiE wrcF J� STRUCTURAL ENGINEER: - —I I �WttCWFCUOx CFEn'•6<LOEE � � I I CGI:RPNEOArt FFCMDm Ev ^`O'r� IPnDSCPFE I Vsnveaen•'FEF iEPPACE n' - I / F�•.s..iA k.n a:c.. I 16'x 60'POOL Iv/ UNDERWATER COPING& INTERIOR DE51GNER: -----LL-- - —--— ---- -—--- OVERFLOW EDGE PROJECT PARTNER: O r DDEF ® o I eE Mrri F! I ~§ I 4 ARCHREC[• BN-P P, cos a rna FEFER TO nFE E GrUie Nagel P.lrtnftE ATChrteCts GETACANUFACNFEAE EFE[IFlGigNl FOF \ STLrOm I �, i I I_=J - I FlUIIINO .S AND DWEN5b11! - -JCFo�C.nlarOme^.15a.LL- EER,DRE LEYN KrNRF!!Gm umrs __ O ' RV. `� NOTIAS HOUSE LIRMSF _ _ ad _ 1 450 Paradise Point Road 1 -- -- OG NTOCOUR APc —I O��] SoUthold,New YOrN E iT — J �DatN FIRST FLOOR FLOOR PLAN — Southold To v - �_-,I\-—-----— — __ ----_--------_---- ---?L,Mof Tres e s _ 1 \ \ SxEE'NUMEEP 1 lANDSCAPEO FRPKE �-u'HIOHLODECOM—TPOLL i FExCEA1H-5--E A110 O0E — _ ! p v,�YtINC[Wn Po0.YFETv lAiLx]t ��--__.__—_ 2016 NO — DEESCRIPTION aIS 01 11-L 20 MI.'PINIM W ..P.1 20 IE WS-;'FK_'� 5TPOL' FElles - EFT. IF-I IMPORTANT NOTE: The A¢hhOf 11—d 1,,not be,,d f,,Z,, .1 Contract Adminrstrauon,and does not takep—Way f,,lnterprenng the -Pt of the COW—W.documents,,,I,d,,g .k,,gddt—e, e,be n.......V F'P F1GeEOF dg lh—PII-1—ph..;u.d-..ePIW _ codeIaftPd thet the hft� f RPJ,III, hebl,f,,thek he,. I,thdhe,e h LLD U Ell c IGHT 0 2023 ��l P,I I DE, 5 feat =_1 7 AUDIO VIDEO CONSULTANT: it a 4 EKy&RE$ch,,,h C.—lutnt: ENVIRONMENTAL CONSULTANT. SLRVEYOR: 65 LIGHTING DESIGNER Fiml SEPTIC ENGINEER: STRUCTURAL ENGINEER: INTERIOR DESIGNER: L PROJECT PARTNER: br-% k I N ■ SIPTPIGIOO eFei.... 6,ace Nagel-KIT—Architects a I,—I_H wIT POOL T POOL LAT.. NOTIAS HOUSE VEC E V 450 Paradise PoInt Road Southold,New York J JUL 1 UL 1 1 2022 SECOND FLOOR FLOOR PLAN Southold Town Board of Trustees_— Al 20 PD�EDL NO 2016 --- ISEUE INF]PMAaON -- - NO. Di DMRIPTON 01 1UL 20 UESIGN PEYIEw ]l IUL 20 OESIGN RENEW _ ' - _3 N�]e NInE p.ER's'•SeL.155UE '- es auc Da sro,,:maaL ReteW <aP CJ -OM EEi :FICC G:.ET N.CPiE r,n..'23 SUE FOR CaNEiPInTON 5 _ IMPORTANT NOTE: The Archaea of Remrd has not been retained III Comtcunlan Contract Adminrst ration,and sLDFEppWy__� Ir. does not take responsibility for mterpre-g the _ Intent of the canst ruction documents,md.I ing _ - -SLOPEJPsy making modd,catans as mry be necessary c dunng the comuumon phase:undocumented code W ohtlam.and that the Archdect of W Remrd rs no longer liable IOr the work he. q SREETAttc WF FKEGF W1FSRm � I changes to these dxumints have been made. aRAPVGElx Lg54FEF1 �I -� / IXiEAMP WRLL6Et(NV _ a - yF: SLOPECGWN— TO.--&OPEDOWN! rfi ] yU 0 - sLaEoawN•--� � a - a — — `--ELOFE DgNr - I COPYRIGHT®20N3 TII Gl;<n�nnPu Ee.,DF:saer allo iFaE*E;n axu�wL.PnEran�Au nlcn SNEPs IL- 1 d -FRLEOFRMSxm vs¶POFa414 xyP PNMFac�irr`I:iCPn '- — aFEMNO umON L v.rtn vs fi a tt w _- AUDIO VIDEO CONSULTANT: � UPe 4aNlim KUNINUN @NAE svYLLMi wrPwsuutED,2,araa $ Energy h RE5ch n,h Co—ltont: •...... Or ENVIRONMENTAL CONSULTANT: f i SURVEYOR: --sLwEDDLsw skaE�a�m__� +a➢ ` k LIGHTING DESIGNER o SEPTIC ENGINEER: a STRUCTURAL ENGINEER: —��+oFF ovir:l�w,'oE¢ow g - •,.,•t:t• INTERIOR DESIGNER. 1 >apPEcrn.N PROTECT PARTNER: 1 c.l s,..ec a nvP- ll SEFEHEFi IfM WP v a1 + --- RROHREti uPtIW.GEN MIs/•aEa sLOFE aaWN 1➢.� - SIOFECOWx • BNP/x Bruce Nagel-Partners Archar Ors, snlDlD - arcm - x E ,J E fl If E PPOIEtTanaB-1'.m g NOTIAS HOUSE (� 450 Paradise Point Road 1 2023 Southold,New York ROOF PLAN Southold Town Board of Trustees , - -_ SNEET NUMEEF A130 Fa,E�r� 2016 155vE INw RrnAnoN I. DATE MCFI—N 01 IUL20 OmGN I.,.Y 23'UL 20 DF-IG RDIM 231UL]J HME FLEA,EOMI LE 5MLCTLP4L PFnFu — ti OCT_C PNW..G SET 4.RIGlY.5E,L4DFTE IiSV<FOF CCNSTRU:nGN EL-Fe / IMPORTANT NOTE: e a.n'Cp:O e ro cR al--CRmran Admi rsvaua,and FlN CEL Ices not take responsibility for Interpreting the / tt ,\r - III- dfil st..b.,ocuments,including w l III- f lh do atlens as maybe necessary ' ll: I dunne the I—tructmn phase undocumented OsO I ; Ili Q mdevlolahont,and that the Archnen of • / I 4 changes6to these doabmems have been made A. EL 3PC T F E� _ COMRIGH,T,202E < 4 / I ,I- +' - F•rn P- E+PFTUF`e.L FUR.. I 0 oaERr-D=EFv.E s e. u N In—— FP PC. e ALlI-Q ;{ l Fwlli aoor.cF.,IFn i ' _ ♦ _ ++ ?"ty„ ¢.Ira' AUDIO VIDEO CONSULTANT: EnerSv&REScheck Consultant: a•rr s.._un.r W N0.00� ENVIRONMENTAL CONSULTANT: � ems.of wom+G SURVEYOR: EVATION(STREET) LIGHTING DESIGNER: SEPTIC ENGINEER: ^+) ^Y {�(j�� FD E v:l E t7 V +� STRUCTURAL ENGINEE a are _ JUL 2023 INTERIOR DESIGNER: Southold Town PROJECT PARTNER: Board of Tr[stees Fp++JHRJJR _r. Fl ELWG ARCHITECT NP/� Bruce Nagel-Pam—Archltects O $TU '=LE FL•IPV w.s0•a�c..r r,i.t.. F0htx 0.o0F y - - FlNCEIll+G Q FFJIECT NOTIAS HOUSE 01 O O 450 Paradise Point Road Southold New York II ' D=nwlnsnrlE EXTERIOR ELEVATIONS eon oF-Fgcannc N _— __ \ GFouxD wnrz-FP sHET=INuuEEP A201 FR EG,Np ELEVATION(RIGHT SIDE) 2016 asuE wwRraAnaN No. GAn G(SGi1fnGN oa gut xa LESWN Re�teA• :3 N1:.IC DESIGN.G1 auE.tsscE a sr�cnce R— t<ea a- PRrcuc•Ei PfiCp G EE'L'.aon: ' t•uE Fuanu:. --iovGf Goof at' / \ , IMPORTANT NOTE: The Arrhnett of Remrd has nat been retained / � \ —___4•]`-'°� torfomVuttion Contras Admm%1rallon,and resp—b,14 tprmtef I,e gthe intent of dff" trumon docbe n—,mcludmg '� /• i I I 1 \ m..g th.dd:catwns ash benecessary dunngthecons-dfh Phase;undaumemed Remerdn no'olonge aliable for threworYwhere changes to these documents have been made. / _ _ __- y qys-r _ t �M .cPEO q y rf- � 4 4-ur I I � � I I I � ► i '°O� COPYRIGHT©2023 L � ---- ------------ runsnaacP .ucwe. AUQIO VIUEO lXINSL'LTANT: ],f.fw GRWE Enetpa-&RESchW,Consultant: I ENVIRONMENTAL CONSULTAW. eon.ef f W — \ ¢•PS'. GaourmweTEP SLRVEYOR: 3 EAST ELEVATION(WATER SIDE) uGHnNG DESIGNER: SEPTIC ENGINEER: STRUCTURAL ENGINEER: 1df 0 RL OOf n f fACERaO PdTERIOR DESIGNER: PROIECT PARTNER: .t—m—_ 1z' flWSF ROGP —, f41.CF1lLVG ARGHRECT OO i Brute N85el.{ Wens Archrtecls LEM6•u1' • - - - iR-Br.g]p Ro:E[T NOTIAS HOUSE 450 Paradise Point Road E C E t1,fJ Southold,NewYork tt��y V� aaaa EXTERIOR ELEVATIONS J U L 1 1 2023 s��r nvtneEF A202 Ho 4 NORTH ELEVATION(LEFT SIDE) Board of Trustees 2016 51'?lE 11c=t1 RsuEmwFraancN so. G<TE oESLFIvncN •e DEs"REdcV s,u�x oEswu NfeteA cs rce±N a,.ins:a N�,tea t'N(t -------------- - le GClx FFI<p+G"Ef I 1 !1<'i 35 hEtSK'.] 1 � I - 12i:N.iz EYE wRi�NEvnwVi:+ 1 I ioapvEUwc ain rr —_—__—____=ee¢:x IMPORTANT NOTE: I a I The Archned of Remrd has not been retained for Comt,udmn CON[rad Adminntrahan,and I I doesnot take res,o bddy(or interpreting the 1 intent of the mmtruttlan documents,mclutlmg 1 1 mak,ng moddmatmns as may be necessary 1 E1�111I uw xDLL dunng the mmtrud,on ph—undocumented • 1 I "'1 �� R code wolauom,and that the Archdect of 1 I Remrd,no longer Imble for the work where 1 1 changes to these documents have been made IJ I FlNRNEC BOON ,J i45kIttr 1 _ T e NhSXm LEI➢1G � 1 F ErN 1 1 1 1 I U'PKJCWING -ER e11 ioe_' �� O COPYRIGHT©2023 IVG<h'INsmvvEtip•ssFtr.�-<no _ rr,ENn cc sNELt N+c[.,cR t L„iTFLss Nnu tNss a<<Iv.0 Smvt;Nt,:= 1 1 - r.vctM .<oclFs:<Fcnsc :NeECF $ gRtaJF AUDIO VIDEO CONSULTANT: I 1 e a wryr DID i I LrwENtmu 1 I 1 I Energy 8 RESchecN Consultant: 1 1 1 1 1 0 1 0 = ENVIRONMENTAL CONSULTANT: 1 I as.. oR w�onwG 1 I G50NF9�W<iFF -----------------------1 s1:RVEVOR: BUILDING SECTION "R e NGtE Y�.,.t• LIGHTING SEPTIC ENGINEER: :'rot -------------------------------------i 1 !_ 1 I 1 I 1 r STRUCTURAL ENGINEER: 1 1 1 INTERIOR DESIGNER: I I 1 I i I s�s E�i I 1 e 1 1 1 I 1 PROJECT PARTNER i 1 I rsFwwn�± ..,u,SNvr._ I ____—_I_ FlNRNELELP:yG RLNtiECT + A ______-_ ltN�6 I O 1 acute Nagel-Pmtrters Architects 1 1 eaG 1 CID, 1 O I _________ s4ERVE.4•r.._a,a_ 1 I _ Fwswfc RWF ste...,•,rn t..t..e 1 1 1 N:EXUEh tiEl',IG •aL'I_- 1 1 Fo1C-rc- NOTIAS HOUSE 1 Full 1 I 450 Paradise Paint Road ir`' I� If E n)l Southold,New York 1 I 95 v L� FFF _ 1 1 1 I TNLE 1 a•±n va I 1 = BUILDING SECTIONS I I GE w8ennv E TiLY -,A31 ------------------------------------- FL 1 1 2023 sXEFNurn=EF Southold Town A203 2 BUILDING SECTION f 2016 ESOE INFORraPnox NO. D41E DESCRIPnoN C]IULN DESWN kmm ]1 iUL 30 DESIGN 1F.1m —'1 C]ERG�SOL 1.1 OS PUG'.'C -Fuz"Al HE11 - RKT.G"ET FFlcrvc EE'u'-OSTE RF.15NN] UE F:P C�hSi.lA.ipJ:l IMPORTANT NOTE: The Archnen of R—d has not been retained inn`-HEO CENlG�p for LnmlruRmn Contract Admin-at—and -------fl-•-'r"f does not take resporurbdrtyfor lnterprehngthe intent of the cpnstrunipn documents,including mating modnc�axans as mry be necessary dunng theconslruRron phase;undocumented 6ESFOMIe ElilpvG PCDY R code vi0latlOm,and that the Archnetl of Record n no longer luble far the work where changes to these docvmems have been made FlNISHEL ROOP =D N(0. h r V 4 F EVVy 0.05ET Ca1XJ L—I —_------------al noexs leA� I iax a 2 1 YRIGNT©2023 S BX EL•f(a' _____ Flxaxm ctuxG Qp AUDIO VIDEO CONSULTANT: _ a•lau 1vY.�OLGaaOE p EAM! GTxi BF➢R004i .N Energy h REbchecfL Consultant: G a ENVIRONMENTAL CONSULTANT. EOMM OF as' EL I r SURVEYOR: 3 BUILDING SECTION uGenuc DESIGNER: aLLLE V(•Ti' SEPTIC ENGINEER: 57RUCTURAL ENGINEER: TG[OF ROGF 4.+pi�• n r,r- RnttXEL OELIr,G xtt�a..yr rn.:.:. EL•i+ INTERIOR DESIGNER. emI aow s V PROJECT PARTNER: BNEC ROJR �e,w xJF_ Bl\-P/x FD GEEING EL•]a.p ARCXITEOT � Bruce Nagel-P,,iners Archllects I SNLID I •--�41EF• I - L_--- FlN6XEP RNF .Nr tn...nv. t].,-c ED CELIiro PPu1ELT ^PFlGRwE� NOTIAS HOUSE x —EFOCNJ —-- Ems— � �L(] E 450 Paradise Point Road ID E V E 11 E Southold,New York �L� - DF-1-TOLE it E s p � � BUILDING SECTIONS :°y TRH U L 1 1 2023 EGT s_-E-NurneE4 Southold Town A204 4 BUILDING SECTION Board of Trustees —1- -LE 11 2016 FO DATE oEscRlFnerc aelvx FeaLw :I�U_3C aESIGN FEJIY,' _�.h.:C r�E fY.Ep.'EG_.IESeC - f.EE'F:anlE FFASF, ' ES'E Ein�:+ti�iS:wP�x I IMPORTANT NOTE: _ The Ault of Record has nat been retained . far Construction C.nhan Adan-1 nn,and does take resoomibilay I.,interpreting the On-of the camt,,01,n documents,.,d,dmg maWng modd¢atnm m may be necessary _ ente dunng1h---mnn pha.a...don,md code viola„om.and that the Achdett of Roa .hd udhgm,.ot-o-ni,hu n,� a, NO COPYRIGHT(D 2022 WEST ELEVATION(STREET VIEW) VIEW AT SOUTHWEST CORNER 2 AUDIO VIDEO CONSULTANT; ,tO I—E Tan Energy h RESchaoh Consultant: � 1 y 1 y ENVIRONMENTAL CONSULTANT. r 4 SURVEYOR - _ ( LIGHTIYG DESIGNER' SEPTIC ENGINEER. ..,1 rlt, _-,;t'�• - _ STRUCTURAL ENGINEER: INTLRIOR DESIGNER. VIEW AT SOUTHEAST CORNER \ 3 Fo„p R E DETAIL VIEW AT MASTER BEDROOM n FUR 4 lot to ECRLE PROJECT PARTNER: r. AFcn 1 BN A G'u<e N-ei rin mA,Gl teCts ID plEtt t, Ps NOTIAS HOUSE 450 Paradise Point Road ^,,,.�e _ — •-� s�" - _ - -'T '" Southold,New York _ on<N.eo,r2E �,�7 PD SCHEMATIC lL y RENDERINGS cnEF NuIAEEF J 11� 1 1 2023 Q VIEW AT NORTH EAST CORNER � VIEW AT POOL PATIO LOOKING NORTH , `230 Y ' 2016 HbWR Board of Tr steel Issue lNwPNAnDx ND DATE DmCRIPnOx METAL COFIxG]I1IN DPIP mGE�------___ -_ i0v LFGPWING 4EIIL COFlNGmrHDPIP@CE---_._ VC-0noFp;F SxEDTMxG - 01 U<]p DE5'IGx Re.V1-- ¢•Je-E t? _ :f.L.2C pFSIGx FF.1E\V _ WFAPCNUFEFAVEAConnG-A 1.1 OF FAFAPET "'WFAv ufYEFANEPxc'p All tDGOfPKAGEI— ^^._.....-"..,..- __ —_ __ .... NRLLAra DOAuePCEDF Wl11 e'NnL,LV � 'r-rz2F'r_r'-."'err'�xza>_z°r--'-+Y'\;eze.,��';eeez.an NYLI.Iq OLIVx iICEOCN'ALLo uWtcW' � _ - SOS IUG:o iGFX FEtIc'n - DIY-DP•E EE - WFWGOVEP iAFEFm - - ..d..�_ NE1.,EPAxE POJFpp kEltSq:+] f ee-ce.--e.a.:......• .e..:..a.e. Vl iEAFl 4P'WLL -.'::c':..moo:a..,a- .,...�-a.•.:-a ae.o.. 051MmxBOAFDg w'vEF Fl,40ouW. - - -- IF MI IxSIumNBWPO� ___-_____- SMPSON COk BIFAP CS:DINSTALLm Al EVEFr- - (" ?¢-lo yVVSOx CoL 51RPP GADIxsiNlm AT EV— _ e..e >'J i�l -EL:EfiPC:rA'Ei.U,nJ:. sTIPAND FAF,EPATiaCHm N1,N IW NPLP u�'' -___ - ___ sNDAND PPRm A,iI[N@Wtix l@N+LS —_- -49 As FEPNWNG.—I ' AS ffP NPLPq SCxmILE v / IMPORTANT dOTE t been mtalDea YWPlI a?WF Y00DmEELCCNNG- - .� ITYGIVL AT—O 11—BEI]AEEN Ro0Rs' - / for Cnnatructipn Contract Ad.,,mstrar, and AY v!RYWo00F FSxFA,xew' / does nOttakeresponsrbllNy for mterpreung the intent of the comtrucnon documents•.,I,dmg ocmcELL EFMY wvci Wsu>mll Dl mak,0g mpddn Al.as may be necessary Ve'CFNNILLOP W RYNDoO FlFEPLx1MG '2 �oGfl10El13vPAY FWN p6LUm,l lx - / dunng the a-un,,on Dhme;,uuI..rrlenied t1YG/l AT Tp Pam,VPLUE / POOi[PVM IO FJ3 VNL'E code WOlal.-and ihai the Arch-of Remrd rs no longer bable im the W k,h- s0Fwfougx10WTCxcNCEDFJ / changes to these documents have been made. mkEVEPm OVFAxuK TYp 50"TrPF%DII.&L u sre•P1yNgcosxEa,x1NG-/ Tmu11 ,qaE . Sre•PLYND00 sxFAnNxp ' ,REFFf:LO F-,s xPAFl FK@ e>TTalvumx - ,TYGquEATEFggwP¢,_ T UYFA CL0-CELL SPFAr FOFL uNh '" PIMTANYdiN VI,A,UC FSVwUF S+ ,irtilL RTEPgR W41, >j . mISN ROOPIIIG CO ?'T ------- PYRIGHT N 2023 ve•wPFuepP.RDSPWuxr PAxa- +;`- ;P+whE.,:Aw is;Pa r`u�l.k.>m�sEr AT-111T...E ANOGROCVE CDln:en0�:eP>r.:U\EOG E60NISOYM.VSTcbIEP@ESTI1- _ - - Y W0.]tVNUE INSLLAigN - _ OV In,en[i1..o-EOOFpo AC7OZ= m Nn amR1 L x.cl_ I-Full `.a IX,ERgPSiOxEIIE \ _ OCLWiIp.SOMgGP00 AUDIO VIDEO CONSULTANT: uErreF<xE PppFvq rrvEv nrum ��ImwmumwxEE,NEEx RODFs h uEreeFAxEFeoFlxoevEF uPEPm rrsLumxmAw ��\ _�� % IxsuumxeaAm � i e ---'-----_-------'-----------------------/- - S' - - - - `.•- Ene,p RE�h Schech Consultant:n[.� y `.; 'r< i II �, ipP GFeFAu�, _ -_ +._.a... ,= ` t Li EAVIROhNEM1TAL CONSULTANT: F ---- - - - CPFALEVEP,gi1DVA s-PAN¢ _ COISTFAVC4T 1—HPr I-I ITT.A".".PI}D,rt0.CE11No - �6TLDNIDFAF1EP�iKxmWI1NImNALS / � OPNn EVEFP��FNVIITYFkK h PEP N<NNO SCxmtAE _'`_ FOR III I£V¢5, eucsox+Ns cRmxVRRgWEJ - _ - SL'FVEYOR: of uD=AT AU. FA-I Coin I RrWDOo uP To mTrON.1- ITvvgwYo +_�,...,• FL51 TOCFEATF RFE ELLCACq AT / {` w1.at.-;e«,,.•:is1t sn•CP Lv v!RwmoDmE¢c[c1xG J/ Fqu.Tuvm pPancs BEmmlftcoRs, .}=� I ------- LIGHTING O[SIGVFR: s,xccFlwsNsys,¢I- _ 4 -- -- E SEPTIC ENGINEER: 1API-MIL 51FAV C5:l IrrstALL@ PT EYEFY- i`^ -CCxCFETESVE FEFEF 10 siFUCR'PAL silg ASD FIFlEF CTIKNm N,M t6 r:PL3 -- pFANp:,s PoF GSCqumNut PEEAF CGI¢FETEyP6 FE i051FxNPw AS Au FEF HALT GSCHSIIE �- / cP@pi>igx3 � SFVEYN�PoF pTCFI,Pigxlxp FFPAF A'IGPN RTc_ }� / �RwSxED FLxFIwi -Flw3x@FLxF0.q s,Fxm5P1eFA n<c; :� STRUCTURAL ENGINEER: ,AVEP To gSpx GF fGI'w K.NSiAELEP@Esi \\ u,• / SfR•WPFVBOPPO.FI[NNic>xTl .++r nrr .q`c+i 5 � .�C^ � iFUCn]FIL iCNGUE KD GPx\h ,n,'WFPrCAFPS FICLWiPAN¢ p`~Ln..�} :-. SiFUClUFK 1CNGlEPrA GPOCVE VS�¢,wP d1EFI0P 5iGNE iIE\ �\ C`� / SLSROCRING GY51➢e / 5LN>ROGFItA SrS,EV t'<:PF.']+ SiONf us P.- a�� / IT-TILE PAVEFE � INTERIOR DESIGNER. To ,4oxCFETEMFON GFIDE�\ / COx SIAB Ox GP WE To—Pm nKrs �` soPE ro DRAk,GyR n urs, / _ PFCIEC7 PARTNER: roeorslul _--_-_--_--_-___ (r dad' +-ua:xL I Cso.-BLEACousiIWDPYWP}y i �� uSG EIaS¢1PLEPcpU511VL 0PYYlNl ARCHITECT c H]HG-SUSPE:gm SYSt¢nJP mVw N I CELPIG-SUI—.srIT.IOF EDUw LLNPKT.-E \ - 2+mE&xvNG -.—Tal CAWF�_� f� bFlR®LxGING '. sI LS p 3 //F-n B.nprsLumx aFwasn• _ —_ j .-sxn m _ DWpPFpaFlrvWDSENPx, I 1 / ]If.'Sp.0 FR . DWPPFCDFlGVIxe seaPx, I r t IuewA x sTu ` ON FACE GF wUx .11 WPll OH FACE `v P,InOts AfChneCis ?; 1 GF wu�>muwR1 I s i- Tu v I To R'iwLxDRAwAGEBOAPOFJt ,._ Cx CENCrF�NPE Bpi a \ L'I a3' V,a9 E� ftOpPlrq pnP+Hb+pV t VIECT c FCFU➢1 R£R[LFFA:Ox VnIr.G _ _ __ _ _ _ _ _ -_ ___-- - - - - _ _ _ _ " I �CNFOL,q.t2 VYEFGFTHn.Er r wDILPLDIAYERG NOTI S HOUSE 1-11 MIE W P Lro i - iF,gTUFAL 1cIYa,EAtS GROOVE VXAF�SFWNx,FAx¢ FLrER Faecq l supFlxRlxcsrsreP fILTEG FPEFq tnuc,uFP EKscFcevE 4 i -L.-.ylsR.aulFcsrs]¢ j�f7�vlt!j d50 Paradise Paint Road FAcrsuP eaeeLwceNEF,s� I zi �/ EETN11-lot FAvo<upcpccFlNG avEP,cG v"' / \tSt ?""A° Nx��Wn Southold, etv York Ov wOPxGINC OU15gEmGE \ S of Fx,11—'oL,FNE@GE-\ I % i BUMMMstees _ a f E E.S c LFE EPEGN F WALL SECTIONS NC u¢I.pIUFGE GFPva- \ iiccxucrissEE� vLnauuGGE LFPv¢�` \\ Q � / :::�' l-PmFOxArEDOPAIx PwE _ `�\ rpa-.-Iv xDw PEFGORA,m DRax PPE s�EET NuueER \ `\ `� o C WALL SECTION `«� a�&°� _ ¢ E WALL SECTION _tf R ARDEFG P A301 a'GPAV¢Bm scA]E yr=ta won$ swE yr=I-v cp1-11C 2016 NO DATE DBECRIPTNCN k11W —1B M11%E-ISBUE loza toy IMPORTANT NOTE: The A,,hn,d,f R—Nd has been rebored for commaman ClItIld Ad-11-1.,and fines nottak—p—bbly for mterpreung the T-1 Of the c--ai-documents,mcWdmg TT.k..g modd:catom as may be necessary d-T,the ..d—.E.Ed -d,—I,1—.,Nd that the Amh—of R h.,been made. changes 1. INA[. the wort where L U IT c-Z"'T"ITI 11o2'1 ..... l�l AUDIO VIDEO CONSULTANT: Enem&,REWBOI,Consultant EIIVIRON\IENTAL CONSULTANT: =OR: LIGHTING DESIGNER* SEPTIC ENGINEER: STRUCTURAL ENGINEER: Iseul INTERIOR DESIGNER: PROJECT PARKER: A UNnETOBECEBTRE)—N1TEO.TGVMN— g. _ REONIRM-EffiHaTE—SELE, ALLUN—O—EC—F—L-21; GI—, 3 W1NO—TOEEANOON--N—THKAOEPCO1TEr-S1 A—TOIEU—N-03—BEENCESWNECTOUM ET—DBEAESEAEG—E EW—EARCH—HENOT THEO-E—CONT-TOR—REE-N—FOR TNECH3_�ENIANBFAC —IBET—EGIABBENTS G"—CTHECLDEEET—T--S NOTIAS HOUSE ON THE SCH—E-SD BE BE---1 THE 450 Paradise Point Road 91151—F— ADF-801OTH—CEE11-1B, _ULT C—ITIONS F—W PR—WENT E C E Southold,New York THER—E—ENTE U, 1-11TT1.1 WINDOW SCHEDULE JUL 1 1 2023 Southold Town Board of Trustees A801 2016 'n' ------------------------------------- nn— Frn.—ItA- 11=171 IMPORTANT NOTE: The Ankh f Record has be,.retained for C--j-0-In Adnn—In.,and does not tale respom,hllM lPr Interpreting the Intent of the construction documents,Including d,,,.g—h...v—n n;I.n.d.m....q t1—m,nndt,ph— ht,df—m Id CA dn.longer hIt the A4Record n b,bl,f,,11— wheredh.nges 10 these dpcumems have been nId, 2,1 AUDIO VIDEO CONSLLTANT; Energy&REScheh Consuftont: ENVIRONMENJAL CONSULTANT. SURVEYOR: DOOR SCHEDULE —AND—TREFRESEITF—C—G, —G P.- —U� WON— � — -kF- N-- — —S TA .PIW �SF Q. n — WRWVT08XYAnA , i CnE —RDOU TD STORAGE LIGHTING DESIGNET, n A A _G011 SX—T—VUX AL 2 _0_N_ e Tin SEPTIC ENGINEER: STRUCTURAL ENGINEER. OV e—T—Se-1 2; wn 117, PDnf E1111Z�9--U INTERIOR DLSIGIILR: 1In>EKmmDP0(AJ I N n. wms.Tcm— I NA Vin I —.YT,—. lsr uP.cEowP 84r m m PROJECT PARTNER: t+N —nnn—'n, ITm 117A c k 1i N he I IIfie EEGFXuVomsv I N t4 tinN. --m—To—e B r 11 ree a B,.-N.Cel-Pinr—rS Archit.. 7 m —Itte ------ TEF-OVU�TO UU-FT 1 —fi-—led- --A me xeuanoeanRGmn N Nu In —2M CPUIECT NOTIAS HOUSE 450 Paradise Point Road LZ H-5 IS 1 Southold,New York t"F1.11-1E —11—LE.—I A f))YnEf 0 F-1—DCGA STOF -1-71M.-11 L F.1 ff— �TWAUV— F-1 WINDOW SCHEDULE -E tX-7KP(X—QRh-F-- Hf-,—CTCF 111 (CONTINUED) Fw 1—CE-1. -=-11 c C 0 3--n-N, tF PIT[ J 1 1 20201 euwlFE UL Ln), 5- NL-. A 802 Southold Town Board Of Trustees 2016 GsuE mwFMAncx No. DATE o—rol oN uua DBIG Reflex D.N1 Renew' Dimensional Re uirements '.L" h:r.E IERe+ a sseE q Glazing In Windows Safety Glazing IBC Fall Protection Requirements Limiting Sash Travel 05P0L° - FICrvG•'Ei Ft[r.a EEr IFGIE Minimum sizes do NOT provide minimum opening Wiry Is it Required? 201518C Code Section 1015.8 W7ndow Openings - xEnsu:.r Gla:mgm annernimbl h.E•dw urtJerafle-ai 'ASTM F2090. Vent Limit"Hardware esuE[°p uu=icv-nx. 20'W x24'H=3.3 SFm 5-7 SF ::mrn meesr_m p':ne fi..wng-a-sbea y_ - --_- - _ CGnSYJetea to-he in a h.n:o Y5lm�lron 0..dat<a Di tRE CO,�<Gmpv PtpaLLci$a:2q Cammss+an In G'LU(V'Ll groupsa2and R-3 i ---- _ „� tw+<1tr•m.e+s•¢%+r c•ns.'c. SMrwS^•r�`as'irT➢lGi !CPsc;a Part of the Consn er Pmou,-r se-ay A,as a rasutt eae-an4..fam,h and mumple •-_=i arrasRu.n Clear Opening Dimensions "' - - - sarth G;a.nmEsque, as< offri m roans wnereuxopemng _ y� IMPORTANT NOTE: )^ 6--- Ga'EL)G�anng regedrement_c evircleo m 1977 bk.In2 federal e;lna s'^.!I,ortfors of en aperaaie s i, g °`""`s "' The Architen of Record has not been reta;ned 20•W x42'H=5.7 SF I'm Gcaem: nmo¢w as lEraead more roan 7< Eor eamnamm�Camren Adm;nnhahon,and F�c j K'a%,� p, ¢se re p<esCn.ScnauE{nfur vherea eE--,to-all r„p �nc;�aa,e the eatenm hn5nea 4 1 Dy�.,.p..,.,t y �1 a [Dine does nm take resDons,b;lrty(or lnterPrenB the '38• s it,-CL- grade o•atne,sue-Oe ,then s 1 +aT<e^ ^a intent ofthe coatir-tal documenta-dudmg snap be the i-est part Ofine ElEar.;enmg fi ', L making mvdahatrom as maybe necessary o sF' CPSC Is CFR 1201 Pans 1 and 11 Ol the y,mam, a.height not 'I = ASTM F2006 dunngthe mmmumon phase;.doe-ed .aFa, .n�man le>s IIuln 361nenes aDosY The code v;olahom,and that the Architen of ss- .I I �gc�rn ANSI 971-1984 `•acm.r N-lati,•C lrow _ ro w _ra [m"a Record sno longer bable for the work where 1 <fg• Gruei;.wte•¢s•.s do he th ,5 ase,- 4'rcr es ese documents line been mile. 35'N'x24'H�5.7 SF ar=rcn na.dGwen o,nama•:�ran r,.w aio- chang � _7- _ � m,..:P;mCa•wPe.ene nv+,.esrrmeahE�c` "E •e<�..r:'om s.:n m,.ac:,s ��>:I a�.s..w.> n•a `�z,PEO y0 F E� Interpretations Exceptions to the Rules Types of Safety Glazing Residential Fall Protection Window Opening Control Device Exceptions What is a Window Opening Control Device(WOCD7) CCnP'IRIGx1,➢2022.1 9 - ...A...�--,: a....[-...Ka<..-... - •r. .n,,o<eceu:a. TI _ EPPiFEan cr 6Pe[E h[GE..[wF•NFT:3 Applicable to both IRC and IBC _ r _ - _ ti,..,.-a, .�r.>a,._.e Prn.c•ws°McwRE.nen��aN,s 7 — _ tins r.:ne ga.yng _ ymma tad isa n. •i:ZI `,t, - �i -•. __ -_J <I_"••.w_`aa-•._. _k)f._f4 _-=:I P'$Y rEemsceurgee nryscep g¢rt.rsrla[pne.n:eas t arr:zanta,F pw.Ta.Dlk oin'gS sO Pu^p-[ixrn;<crnesp e3T�np,eem r':Inr.I s R-ram.g�'rt w ae:uirh,[ae a t*cC t:N. Pe:ea G.'iss �' l I- f/axs,C�rr,-f�,,, �{a.■�` ^^ _ ,.�>�+�..-�'✓F_c.�4 a,;.;o,-,_<i<. �ItLa-J-ii AUDIO VIDEO CONSULTANT: L-titwz aat_C r�T waoa 4esideo'UtgazrmG34 7—EnergyEREscheEk Conulta nt:6nonm bfmm ho .a., 3 o" we arrs Y reaao¢g g,a anis nm pine<mta'e gta= IJegIngmmwndow swe.thevna �EE25h_� ewe opxlln@ su.raII: n toa. wvz #1-.ng it,f;+_ a1.17n amm a;ea G'a Pa ¢Glane TZ mnimumn t .a maaw:ameg }t o;sa:d.m,aar.a the ea�ss surace "Jaf I1A _-<>,..• l� - ____________ ____--___—_ _ — S�`eR Ii.S,i atPtl Glai '•n'�s^`^�^"'q•^•'�`^�" ___ ___ —----_---__--_—_—_ ea a 'f.i.a ENARONMENTAL CONSULTANT. Exceptions to the Rules Where Required? Glazing Adjacent to Doors Residential Fall Protection WOCD Examples SURVEYOR: u,w~-T+-�...,.;-Y�rW�• ..«�,-t•,[.<,.-,.,c,.,<'• 201.51RC Code Section R3122 Window Fall Protection Eal. gen,^.�.i'n»r!a.Pc e.r,pPraizF•;v:reis -.z v...v noting C cmcnt Gl:e;ng r<._s,.-;...n a.,an.> .toe Ga CiCe xf•wetn •�P3:lS:e<tKe=a!^tFe •- W;nePw Winaw. Yl:ntl°x ,rn�V.cr,• an err ci�,.cne•T•:c+ ne �� Where the operable amble clo",is for t a i .�,..,,.,.... °wive\` _ A B,, _ 9 c� rar�at• e"re the exteriornfinlsned grade or UGMANG DESIGVFn � gurng nGO- Lf r�T'' f � f .((L Exception: c ••� 1Iii r'anz at;nc gmc-as "'O1y°a Surface below.then the pa t3:er Phan SF,ncht5 Sarery Giaurlg - or- hee xotnwaem toWest Dart of the window shall be a minimum of 24 I I I T inches above the flnisheC 1 DWI I '+.''c`p"-'+, -� �i i SEPTIC ENGINEER: � � I �'n I�. �� . � t 1 __.-.__ '.___.. neon*_._. ___�_- �••- ...�.. __-- ---- D E F�- Gam— i I __ ��� I � _ i • • �snet>mm�oee:.e �D,w;.am,tl-.,re STRUCTURAL ENGINEER: seQa INTERIOR DESIGNER: Glazing Adjacent to Stairway Landing Glazing and Wet Surfaces Where Required? IBC Fall Protection Requirements Vent Limit Devices Exceptions 1y G:. g,n.as`sand ten�,.rac_^vrleuractzrrJ•z ;^�°tlmme°,m,,,'; .4'a.,pe`.. _ c;•i-•_ ae cc�,rc•s r•.ct:.zasDa•c::.• Examples 2Q3,`zl@6.Seet1on 200a.4.7 Mi f, -.�-aw _ _ �•vw rprat st n,-cae•vn PRCJECe PART' Gur ng ad_ pem, tap or spa wr,ere ¢'the!G:tmtm go'trE Xu Window s i t¢heII¢m 5,aamfi unanC EwW:tio'e<5*e LYl'2•nl' v win e,o .:<Mmn.•_< ag .u.,.,.x n-<,..u-ma .•nG::r,rtrn av rr_ ro+:.N.mm:n'>am,... to Za' u.x. .,.••w .:s 5n, a As t..tnamcn ^••• ra' _ v - / _•-._--. �<> f�ov�ee®w ne,o•e. • 'lam uW rvn+ n a<.>r.,.<a:a _ s®J•�• -.- .. ARCHITECT <fio'_•� <Gp' •.m BN-P/x �PCna,aEprc.tlEDGE kiYi?Li I ° <Seo• EE T .fF:,.[. d_r,:€ab�• 20>SIRC Sectlon 3064.7 I - .-_ •I:i. `_____________ Glaz•ng adRm.'n to rdng mg _ .e._,,,<-..,..•�xa:•-..r:* GI 6 ru g P:stnerS Archnects � -�-.. man w;amow 6 ce Na el- ,..-.,w•-,x;,re'W.-..n«-e+e•,...e, � Wt.I.NcJm e[AStl F2^ch mF2C^Y , -TECT r OTIAS HOUSE Where Required. Glazing Adjacent to Stairways&Ramps Exceptions to the Rules Windows Above 36" ((1Put mg 10;g der r� lU `; G^mmgavwr neuonomeApnsecca€eortheglvmg - -- tr PointRoad is Iass th-6cmohes be. Diane of 9*adjacent s.pyeivn,a !f w York walk,n5su•TaCe of Sainea55.Ian Canp�hetweM fl:gMS g �Gla^r9 I40i Rem>ves '`• I� ' I Casemem Nu AwnlnB finding J '�- T. °T sra 3nc`an'M' IBC Exoe bons: \ �' / ` �r---- -�71 _-- -I d GLAZING L npe sae rasiain.a,. wa..__\ „ r—r,- Sa:n sla e.ce¢t ror -. -1`.-./ '�, !� �- --- • �I, VV GG2[ 6�-- landm^ar.marital rssa is w l! "°T _.1u.- - ----- - ---� f ENTS;..=11guanoandme / 4. Glazangnr waRSongr ter than lBinches _. ��, , Lt 1parria �� Sdery Gump >r2 Gtazm }'-ncrres or - � - 'I� i<s°• dWena Gooselane of d R ;J, ' / Unusorcomb;natmns<3'il'notlmpaacd' -iV T �QiU the raeing. lac ArnoPrw I dperpend,cular � r xaT line- 'i• ""€-oa m¢rC I it-nml a2 ____.__.....-.._ �,..___.. SU IQWn s..w,m�<...:Uw+ fam0 dwellln or units or com°ina[rons>_3'11'-4'-0-depenas upon bosh Roonng• ____--board otTrti �rite walim srrfaece. , � Y gs -__._._. J._._._._._._-__ <,� a..g 1 inGroup R-2ng anlLSJlees r-a°----"Z`.•.l I' -�-'-IS inG cup R-2 Unats ar wmarramrs>4o-anpacmd• .Pc- _ •PaeOaxon a'-1DtS'heaacrin�n -- PPEIER NE 2016 a'. a—s— ILL N' a-I.I. 'I XL 20 DESIGN RVON X,]e —IF EsPo,EOL.cs1r 05 ItIa TpIjm0A'k R"c' 14 OCI EE' sI,r+Ew7—E IMPORTANT NOTE: The Allbilld of Record has not been retained III U-110.1 C-1-Adl—It—,and does not takeo—bIlity form ,,ae-K the ,.e.,of then,act—d—ae-,Iud,rg ,k,,g"'d,fi—,as may be revels,q du..,the.r,l......ph..;undxumented eed,—la—,ardth,t the A,,hftea of Retard is..Ier,.,table fi.,thek where ,Wrg.1.thise documents have been—d.. HIGH ROOF 3 il n 3 3 =It 2 2 2 COPYRIGHT ID 2023 2 2 2 2 1. 1 2 17 1_' i c I-1-It U X'.::_ H H 5 H Lt— ,�1 4 H I H DRYER WASHERj� c I I L TOIL LAN. I IN LAN.'' TOIAT I I LAN.I LAV, TOI I LAN. LAV. I LL? OIL V ra i ISHOIYER !"�'S''SHOWER 0 TOIL AUDIO VIDEO CONSULTANT: SINK C T 3 2 LL? DRMN 2ND FLOOR _fLOOR 2 2 2j 2 2 2 2 -4 3 3 3 3 14 3 3 uurugr 3' R RncxEn j j 3 Energyh RE5chech Consultant 3 + 3 2 2 2 REFR. 2 2 p 02 I. 1 1 i� 2 2 c FLEX FIFE ri H I H H ENARONMENTALCONSULTANT K H FH DRYER j!:'VVASHER CGOI(TOF I TOL)TI LAV. i c i c TOILET LAN. LAV. I c TOILET LAV.ILl LAN. SHOWER 2 2 S INK SINK WTIILIT 1 INK (SINK BATHTUB ISTFLOOR ED G" 213" SHOWER 2V 21- D7VT 2 2�K 7 3 3 �'ck� cD c.o. 13 C.0 LIGHTING DESIGNER- L SEPTIC ENGINEER: 2 2 rj�H STRUCTURAL ENGINEER-EGILEA 1 LAV.I TOILET LwI c c BASEMENT SHOWER 2, EJECT. 3" 31, 1 3 Pum. EJECTOR PIT INTERIOR DESIGNER. PROTECT PARTNER: ArT B N"P/o E,um Nagel-Pao—Architects trfa GWEF PPUIECT NOTIAS HOUSE 450 Paradise Point Road E C E fl If E FjD Southold,New York 111"IiZNG RISER PLUMBING JUL 1 2023 DIAGRAM Southold Town A850 Board Of Trustees —11T III 2016 Issue lNwRraAnox No DATE DESanlenaN OS:U:gO a..,-1M' a N_ga da—HE.1Ea' q-�•le Ihepf q •)box oils from <cnm sF,cna E*'nFtIF•v ��, eacr swd Igr T31 �ahig�r ntmrz.`«tn:ten ni o` 8'diameter maximum hole for p�f�as g` Load from ohove Double)oi t may �� -iaaw 6s°..:p o:"�r°w..muw mr he re9 ed W all nstcrav consTCl..-no:, x•° izr Attach reinforcement to ocking as IMPORTANT NOTE: d bottom LSTAIB sl a ured�al quiretl The.,,n of Remrd has not been relamed p rap r q i for Comlunic,Contras Avf—raratmn,and W'i}) nie HGS ilh slopes greater 2x4 um poml N preing Ilion 3"per loot 'r^ doesnot take res bdi /pr mler I the rng e°tn squash overhon ntent of theconstrumon documentbindudmg ngge .0", gminimum end blocks around making modduate,,os may be neUse 2x4 minimum s uosh blocks Iist donne the consvun.pn phase;and«umemed X. o1distance C$ to transfer load Irom above to 9e csde nolaxom,and that the ii chned of •g' Fore grain hearing plate below R—m w na longer liable for the work where 04^. °N E2 E3 pep 9 r O change,to these doa,mem,haze been made �T. v horao tat yoriable slope joist hanger O 5oa° H6 T ta" EXTERIOR DECK BEAM TO BEAM ATTc�uuc�T°. � Tl.r•aagm BEARING AT WALL CONNECTION SRuClllrDl exterior90 Attach reinforcement to s a. uvd,.,e„g,g Joist top nd bottom Trus Joist rim board 2'minimor blocking for lateral support w",..w•a,w., w 2•mmimu • - :e fa.lam4�i o ,e Flashin e of Es,a°In vee,of Es COPYRIGHT D2023 w Treoled 2- ledger,s. ledger axl I.,iog of" Truss •o.,., ,y hanger Joi t r - - 4.,...s w ace pro, unt board m as w�ra=•crr.l-e°:w1x ""um olumn hanger a a~nF,mu Ea e�.ce•:•_c nr x:,cw.. axlmum ES 8L1 LJ see current Trus Joist literature LA Allowable load is]25 IIs(ASD)and for framing connectors 515 Ibs(LSD)DeFskwwm Iwf eat AUDIO VIDEO CONSULTANT: ")box nails from eac�s w Eh fg,mT3 - Fdc g BEARING AT Web BEARING AT , COLUMN stiffeners 8-diameter maximum hole for CONCRETE WALL gws side it;d stiffener,...' bt. -sor�"w e„•�M,ra w I Ene,gy 6 RE5ahech C.—It-t: NDU Verily Parallarfl PSL or .� ao •b°,• TimberStrand'LSL st° �q 4o; column capacity and beam b' �. bearing IenQth See current �dO.oti LSTA10 strap required Trus Joist literature. of °L,•• oD`:o H5S with slopes greater than 3'per foot ENVIRONMENTAL OOVSULTANT. Trus Joist r minimum r " end board closure distance Variable slope gist hanger SU1iVEY0R: LS E1 E1W L4 Protect wood I— mrect cant dE6 u'•• with coricrete Nall Trus Joist rim Attach reinforcement to board to blocking with joist top and bottom BEAM TO BEAM Trus Joist rim board for shear BEARING FOR DOOR connections equivalent Tian s w th.d n�8 (2 cue"� e� BEARING AT WALL CONNECTION blocking(between joists) Field OR WINDOW to tlecking schedule tnm to match joist tleplN at HEADER LIGHTING Ur.51GVER' Trus Joist rim board outer edge of wall or locale on Blocking panel between each wall to match joist depth Strap per ode if lop joist.Nail to lop plate wiIN or blocking for plate is not continuous canections equivalent to lateral support over header decking schedule. ><2�ten nth afm I I I I SEPTIC ENGINEER. Ji Eee at`E!,ecin xxk,at TSP Top flange • hanger m allowable V-cv! one mount ••X7gA S" Au ho ger cximu STRUCTURAL ENGINEER: maximum L1 L3 See current Trus Joist literature $B SHEAR BLOCKING end VEN7ILATION L2 E7 E8 for framing canned ors HOLES...Root Only INTERIOR DESIGNER; C01J:10\P—LR SIRAF —MISI:Al ';i PPLL EILDS TO 10' PLAIZ�ANC hEACEfi . nA PROTECTT PARTNER: 11 CS'E_ACK RAFT=P.STP,n- t_. � ARax1TECi BNP/� ;1' RDr •,_-FR sruolu .Y- 3 F. r. Archrtecls nay, rLADLI: _ w ?--,S-E FFF - "1E"SH=AT-JIG )/IE'S-_4'PI\; PRulEarsmc 1H d7 \ Vfl h aG -Ism T-hTYFCGCE G-t., CUMgGN NAnE •\' _ ^VMGN NG L_r NAIL NOTIAS HOUSE F_ _ PV- 450 Paradise Point Road Southold,New York GENERIC -- -- -- --- -- - - — - ----- —=---- --= --�= -- -- - - — ---- - DETAILS �- MIV^ILIA V:k13=F-� FIT_:-Y-r:CARGLL i=KING eVC JACk YIN MLM VLIA_h� F23 ANGi-I Di SI`. - -F�L'F HCICOW'A Pr; - t 1 57 J"S`ICWH Ch �21 C C. h\C AV:.ACK C-I VJLW SI_L V:L�AL S'E= r .s 2`,L'C Ja_-RESIS'ANC- e1 Si AR.W-LLc STJCS SHJWV'OR ;FF IYIVCO;.JPI 1=1 AIICi CR E:11 T5 PFR '"-' "" A+SiEAFW'ALiS ADDI'k1NAl V1113-FS MA1 ti !'H FLS -AIIC-- REOJIR=D PER W=CAI ADDI ICNAI VraIR-RE LIAY 3- TADL=' 3.23C AND:,77= FLU.Iv:D FCF W-;;AI r <+EE NUM3EF 23C A.L_-21— Ij I JUL 1 1 2023 `M f A900 -- vactan Na 2016 Southold own Board of Trustees WJuNG SCHEDULE I—TABLE 3.1) TOP PLATE SPLICE REQUIREMENTS NSOUE Ik OFTMEATJNOEFUIPTICN •THIS SCHEOULC YCEiS THE CRITERIA FOR A IINICMTAELE.Ij OTDETE2C OGDENNEVICh' THREE SECOND WNND DUST SPEED OF 130 Y.H. - DESItsN.IT ELREDING NNOrH SFIICE ROOF FRAMING DIMErsIcxlR; LENGLH IFrI -- _.UC 2a I,OMEFl, E IssUE NUMBER OF Tte, SAUc cp 6TF CLET REVIFw 16 3 Lt GCt wT ,Na.6 SET .IOW,DESCRIPTION LOYYON RUTS NNL SPACING rA5mxn5FLa E a a�2 FRICC.G EET DATE RATTER TO TOP PLATE(TOE-NARK) 3-BD PER RArTEFt A • 3 E�'iR,2 CONSm.-, c..NG—TO TOP RATE(TOE-NAILED) ]-BD PER J05r 2a J CEILING JOIST TO PARALLEL RAFTER(FACE-NNLEO) —BD iiGw F�°F mn1°Ci ixs sMo CE UNG JOIST UPS MR PARTRIONS(FACE-NALED) r-16D EACH tAp 2S B PM.IR va,P,N LOWJL nC TO RARD3(TOE-HALED) 2-BD PER T[ 02 6 1+TFA1•mN—DnO Furzs R. BLOCwNG To ROOF RAFTER(TOE-NA4ID) 2-aD EACH END mHNs s s RM eoARD To RARER(END NvuD) 2-so EKH EHD 26 T IMPORTANT NOTE: WALL ING B IICor,A;1 o1com�nnnam,INIHI Il—t,Ild NUMBER OF w 'J II;UmaFSuvcsl F•FTDARI doont.1 take irll—lblid—ineinn,hngthe JOINT OESCRUmON COYWN NAILS WJL SPACING 60 12 LTNIRIFI pFlavte�0 g intent pl the mnshuGlon documents,mdudm TOP PLATE TO TOP PLATE(FACE-NAILED 2-16D PER FOOT 2p Ia EF mak,Fgmod,fi--.Wbe necessary OP PIAFES AT(NFERSCLTWN'(FKE-NALED) 2-160 JOINTS-EACH SIDE BB I6 RFm To vNAFADnPFA dunng the cpmt ou-phase;undocumented SND 0 STUD FKE-NALLID 2t•O.C. HEAD, 1°HEADER(FKE-NNIfD) t6D 16"O.C.ALONG EDCES TABUTATELSFLICELENGTILSASSIIME TOPPUTETOTOPPIATE code wo411Fm,and that the Arthnect of TOP OR BonW RATE TO STUD(EN--) ]-16D PER STUD CONNECTIOIILL=JI-16DNAhSPERFOOT FORSHORTERSP-CE Record SnR longer liable far the wort where BOTTOM FLATS TO R—JOSF.BANAKt6r. 2-1. PER FOOT LENGTHS THEN ILSPACRGSW.0 BE.C.ECINCRIDERTOPRO1DE changes to these documems have been made. ENGIORT Ofl BLOCKING(FKE-NNLID) AN EOUNAIENF—BER OF NABS iLLB°NVA RECBI To w.vFac,tREn MO; FRAMING �—EDnA —R. ;1Eoaq . NUMBER OF 2 TAEUUTEDSPUCEIENUTHSA65UTAEABUUI.LOCATEDINE%l°S RE B ORG JJ JOINT DESCRIPTION COMMON NNIS NNL SPACING ; iOP PUTES SHALL BEAIANMUNOF STUD GRADE 1MtEPAL _ , s.PFFSSIxFiaFAT[DPosr y"'V 1 NSF JOEr TO si-TOP PULE OR GIRDER ODE-NALED) 1-BD PER JOIST EaT'uas I, mm-C TD JOIST(TOE-NAILED) 2-BD EACH END BLOCRW ! I Accmmlrac �IIUFLRN«w,¢ciAISxIUT ' _ G TO J0�ROE-IMBED) 2-BD E,Cx END i �� Aar;IF'c<.Lw. BLOCgNG TO SILL OR TOP PTNFE(TOE-NAKED) S-16D CAC aLD[K r / sDOnF,mwLSG mYEc'T0F VS LEDGER SNaF TO BEAM(FKE-NAnED) 3 -,6D EACH JOw vc eN� J061 ON LEDGER 10 BEAM(ipE-NAIED) 3-BD PER J05I BAND FORT TO JORF(END-NADFD) J-1fiD PER Jost BAND JOIST TO SILL OR TOP PLATE(TOE-WJtFD) 2-r6D PER FOOT ROOF SHEATHING '°"° ttNwRRNI --—--- -- NWBER OF — COPYRIGHT I]2023 ADNT DESCRIPTION COMMON NA. NAR SPACING RETFR mAPUTA:na6 E' FRmswETRTANOPesT c TreaC cA TtSmeMFNr - .r.'CcnccEouG.Na„cL, Ee STRUCTURAL PANELS X�T';15:•:U TAC F,aF.•�PY�TE,I —.._L•L�S-S As_•A_Ir WFmi10R ZONE—.11 BD 6fi""EDCE/12"FaLD t °ISUno°esrn WDc�PFAFeG IM tpAliOp PERETER ZONE a0 EDGE/a-FlEID D.�Ec0a0.TW0o0 sRBFx pLvr,� _ A•u_E pc ' a GABLE EN IN—RAKE OR RARE TRUSS w/ BD A"EDGE/A'FIELD PUTS °BETE s-r os - �F pucwl=[ - r1J 216•TOP RAZE LOOKOUT BLOCK GABLE ENOWALL NAKE OR RAKE TRUSS W/O BD 6"Eoi FIELD EW`Olt OVERHANG xacon rEAIRE,me AUDIO VIDEO CONSULTANT: OACANAL BOARD SHEATHING 1'x6"OR 1W 2-!D PER s—RIT ccvcNwx D—«IO Ga«R H.RaIL,AI.E Lem 1Tt10'DR MOER }-BD PER SUPPoM RETALL-AT L•vB[r STUD.ATTAOKD _ ____2•b'SNOS I!'OC •... - «IODNAILs.A,PEa AAPKAEaS CEILING SHEATHING SPEC i '•[.�.OVL I"-O.^.R M.DESCRIPTION CDMu.111.1S -1SPACING Ee ......D so CLIOLERS T"EDGE/ID FIELD I nlgyh RE$EhecN CDnsultanc WALL SHEATHING pN M5 UMBER OF DETAIL RECUT ED CONt1ELnDN DETAIL AT ROOF dM DESCRIPTION COYYOM NABS NAR SPKNG DETAIL HURRICANESH ER DETAIL-TYPICALAT DETAIL nFrx FA ENEP «m FAT ca 4R _,.._, E NTE. LEVEL SFNUCTURA.PANELS 6CNE xTe ALLwN— MALE NFs , INTERIOR ZONE LOCATION e° 6'mGE/r2"FIELD PERIMETER 20NE L—nON aD 6'EDGE/T2'FIELD ENVIRONMENTAL CONSULTANT. FIBERIBEARD PANELS T/,6' 6D J"EOGE/fi'FIELD SEGOVC FLOOR 25/32' aD ]"EOGE/W FIELD __-__ _____._ GYPSL4 WALLBOARD 5D CODlERS T'EEGE/lo"FIELD ce•0FR TO faMlunOr� NARDBEAAD aD — a-EDGE/12"FIELD _ PARFICLEBOARD PANELS aD (AS PER—FACTURER) a]I rC,tAnoN OUGONAL BEARD SHGT1oNG 'x6" $DRYEYOR: •vIMP!ON co.STaAP CS]ON20 � RAte 1 OR t-ta' 2— PER SUFPoM 2 ,T 0w0F 6Au6[)IHSTALLED AT MRv STA. 1710'OR IMER ]-aD PER SUI— mIYA6 on LION Kv®KITH IOp uILS, t 9ra' L6��RYF+OOD 9LBFLOp2 rRAOEA t fasRri OL .s RR TAr E 51 N,N.y 6rwllln FLOOR SHEATHING n.ImN.rs"°'° FrADAnGN.Nt ,� DESCRIPTION COMMON NNlS -1 SPKNe swSSFEFLNN kA faLFOAncuRumi\� v °'•1`by`_".^e Ly"s ereclr eD SIRUCTUPAL PANELS OR LESS BD 6'EDGE/12"FIE1D tf - LIGHTING DESIGNER: 1 GREATER THAN 1" 100 6'EDGE/6"nEID uRW DIAGONAL WARD SHEATHING r2J 2M'TOP PU.Te ,•A6"OR"Fe, 2-so PEA SUPPom a _ - - - - Ul EQ RE E }_aD PER ST PORT �N°R pG c-:A ccvFr:nckL, 1 NAILING RHEA-ENf5 ARE BASED ON WALL SHEATHING N LED 6 INCHES ON-CENTER AT ARC EDGE. 6'-)h" 6-Y/i• 6-t'f' o05 Olt' O WALL SHEATHING E WILED J"ON-CENTER AT THE PANEL EWE To OBTAIN OR A Hi SHEAR CAPACITIES. F4.c6T WILING REQUIREMENTS FOR STRUCNO I MEMBERS SHALL BE DOUBTED.OR ALTERNATE CONNECTORS,SUCH IlvlvaxNs' S1LD9 R Nr'DL AS SHEAR P1AT6.SHALL BE u5E0 TO 1WMAN ME LOAD SEPTIC ENGINEER: — tt6V.ElFraWAncx I I 21KHp;HALL SX E CONTINC. CONNECTED MEMBERS,THE TABULATED NUMBER OF Wl5 FIRST-FLDOF _J SHNL BE—1,--,nEO 1 TO BE REDLCFD 1C 1-lED NNL PER iOm. u NI S—E XT- ]CORROSION RESISTANT 1,GAUGE Mon NAILS AND 16 GAUGE STAPLES ARE PEFYITIED.CHECK ( VSEusFLL Fu1D.un scF usPc mLa �c RESIDENINL CODE OF NEW PORN STATE FOR AD-OWL REOIAREVENTS ' ucx r. ING DETAIL iEE 0F1RED CONAECnO'DETAIL AT FLOOR DETAIL ROOK JOIST NOTCHING AT CENTER SPANS DETAIL 6C E ILE rEPbFF 4moFEw GF iENEF DETAIL e�°M^nGNEGhttE nOx pe.lsnFl StaE N iS. _ .SCALE x T 5. 2015 IRC CODE WM THE 2016 Ut R CODE SUPPLEMENT �"'•`r...-"" sIHPxN colt 9mAP csroro.2o —R-21 ReAT.ATIc. TABLE R30 1 '."•".• AAue� TAu®�T e,rem STUD. �„P,s, roll wine...a e11 cIIYAnc AND GEoc1tAFTnc D cRRERu s INTERIOR DESIGNER: A9 PER TABLE 91 Neay SCNooi,N I - me.npe II SHeo GROUND WIND SEISMIC DESGN SUBJECT TO EAwGE FROM wIMBV E SMRO FLOOD roIW w•blwompea,wur epeT SHOW LEAD GTEGORY OF9(W �-0-i-LEM rIA2ARD5 l nIDOe Ie-OL (pSF) SPEED WEATHEARG FROST LINE TERYRE DETAY 1EYP.(R) EOUIREYEM Fai1ORATioIr6'� I 21e'BOTTOM PLATE f (MPH) DEPTH FORyDE.I6W.nOu SH'Ta6 RYroOD—LOOK 1`il a5 130 C SEVERE 36 WCR MODERATE su H TO 11 YES -Cir 30R FT: /IVl,'I"E''1JII To HEAVY uDDERn,E cc«,Iw,LDwelTDc— I .AN MPRpVED SET Or FIANs WOL BE OII SRC.AND—I.ABLE FMv DEFECTOR TO—EN AT ALL ANTES. n'ODx RTMOD SrEATwN6 I - 2.DESIGN E W ACCORDANCE VIM ANCOCA I FORM AND PAM ASSOCWtON WOOD FRAME CONSTRUCnON eAND/D.1DBT _tt._A-ON MANUAL FOR ONE AND Two FAIOLY ON IUNDS. PRO)EC'PAR 11 II-- "2 ]DESGN O D CA CUU K.N4 AS PE 2m5) THE.16 UNFOR.CODE 1. F. wGs 24 S K OTRR SLEEPING ROOMS) 30PF S.IPP EUEM) ,A - 91LL PL/.TES Ao P.SF, S�rpean LPTa a I6•Fc. I DEAD LOAD 10 PR..(ACTUAL wDGM OF n top 5111 Ra,a A Rsn Jerot SNOW.WIND k SESMIC LCADING REFER TO NT OVE CHA AB . �- NIii1 - pRIP EDGE _ - ARCHRECT _ D °� +P/\ 2•RL _ D���//'"' TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS P ute s A ehltec s GEL AR OroP per^O�POLRED COHGRE7 �///\Ac••',: L-____--__.__.—I I to e WATT,.rtnB.s SwARe /j�.:• ALLOTT'ABLE ` L ^: rn— an� STRUCTURAL MEMBER DF.FT.ECTION. /\\j.:••• DETAIL aaoRJ°IsrNotcHINGATF_ND DETAIL TNTERIORSTUDDETAILBOTMUPIATE D�'TAIL ' RSTUD ETAII'°PP 023 AnLNxA DETA THIS Rafters having slopes greater than Ul80 GpNpT1ON$ EN,_ ^EFSECTONDETA wEasEcncND Aa t EEE Pa,In, finished ceiling attached to rafters - -- - — ----- —— - — -- - - i Aa - �\/ Interior walls and partitions H/180 J>R IE 5p I Southold To N&AS HOUSE Floors and plastered ceilings U360 of Trustees DETAIL REOU REDCQNNEcnDx DETAILAT All other structural members L/240 Dpttw Pe,AA �� N°IO ""°"° 460 Paradise Point Road YJLE nTJ Four:o^noN LEVEL y ��� soExal G Southold,New York Exterior walls with plaster or stucco finish H/360 PC11 sTRUz,URNemr,R SHALLecnw6Mle ulvArenGEo uHDCEm-wDATU FEn roe+<ACI.'.s Tor, - mFr.m FncceN,'Eci¢ owwtna nTLE MFF+,m�,I.wHOLD.DS AL FI,As NL,URADRKSmcpL°DwroNE Exterior walls—wind loads'with brittle finishes L/240 is m`-`"` ,AATRxD.E.F °oEwmHr°En,F nA D F6x MBn M° °�pR" m <a GENERIC DETAILS <N«tt,d N IR n,Im mur:IwLSR rcc TABLE R301.2.2.2.1 Exterior walls—wind loads'with flexible finishes L/120 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOAD' CRp ROOF/CEILING DEAD LOAD ROOFICEILING DEAD LOAD wLumpnwiu FaARLnD�°wue iRF"s`E`""E"R WALL SUPPORTING 16 Bf or less 25 sf NOTE:L=span length.H=span height. s�Er xuMl'ER Roof only 1.0 1.2 a The wired load shall be permitted to be taken as 0.7 fir—the Component and Cladding loads for the Roof plus One stag Or two stodes 1.0 1.1 purpose of the deterrninirg deflection limits herein. TFCBEa=mLin« A901 Nor Cantilever rllEnlbers,L Shall be Taken as Twice the length of the Cantilever. LNER�mEiA�DEa ii Dcis aEiiR uA_FiciuF[NwPsPmIF»i DETAts For SI:1 pound per square foot=0.049 kPa. c.For altaninum stmctuml members or panels used in roofs or walls of sunmom additions Or padO B1°" a.Linear interpolation shall be permitted. covers,not supporting edge of glass or sandwich panels,the total load deflection shall not exceed L 160 For sandwich panels used in roofs or walls of sunroom additions or patio covers,the total load deflection DETAIL C—No DRIVING FLOOR JOISTS DETAIL CORNER STUD HOLDDOM DETAIL OORUER STUD HMDDCwN PPDJECT No shall nor exceed L1120. _ _ —E 117.s. It STu03; scuE nFs I3sruos.1 BLO-Q 2016 eul:wwPNancx ND. DATE DEsCFIPTICA GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE .Uc x DESW4 c.1cA 1. A1mtoummeldmdaanbm.205bd=dbWRwaamelCme to etisBENTs,aedlreyep mm.lnem,va BASED ON TABLE RS=(1 IRC2016 slm W-tirrmbbyNwyak Sty atd aaydmpYq domndtal hared bmlab 71 xE R_"S':uE () Ci nt'G_VI iTFuERz1 FRlC4 NAILING SCHEDULE - .'P�Cr.G':E; Coft Y7Aeodhdmlrridhdmlrr CDdr. apaohbmmpaagoaCrtpamfoBoae: - :F,il•.GEE'L'.G1E 2015 tdno0aW-Rmar,fY CadK Btibq CadK 9he0yadmlr,meamMMreboae eeNv. .k5 x^•ax:^ EreO,Carrvdm Caa9,rdal Coe;PkrtQkp mdK Fb mae: A.WNn]Fn reld�aPathp d5.7eglme6d. TABLE R3028 'n `. ..� MaNmhW oobc Futl gs node:EdkOnB oodr Proprymanbrmm ao0e Et®ptpn0e5Dvapnhgatd,r hva■niirmn nel der D ElJJNG�AGE SEPARADON MIN.UNIFORMLY DISTRIBUTED DESCRIPTION oPAne� LocAnON ALL CODES due blpodo th dmah0s rd beheapvded ltm Ob apeNlpdSeglm®fwt b�lmM vAaTAlo xa es,E F:ai:mc+Fu-rin•, dreekWWIETHrR 0"araidmdedonn oNOT. B.ktrinsn nd Wrr4mig LafpdMd M7A hadla ®ARA"In" wreak Lao 2 Addlbrd endorsed rA da Word: D enmgmlry e.�e�,d OrmeMape�iP da be cpaWUW euwtvrt ron�awA[ta:6mE tp setemE R-tlriaR iRmrT,ERFmBrm AM,ATXs NOr1EnaTWa 1R-WIaYPrm01 WrttarAemdrmro M/ERICANFOREsfaPAPERASSOCIATIW! trance YOWodael0a111WMadlFedleyevbdt ,seMrtYm.eaoadrFp m 1 ek000n�,w®raaJoxmrsakRaFTesroTavkure FAot wlFrekroexra IMPORTANT NOTE: Waal Fran CaemxAm lfraW bradla ardls0 Fitml NAaarltERaneAE0aE1tECafWE ®�11,aN raz-awe TYlE%aYPatY caLsai08Ta-T0PmTE amen pd f✓TIOt The Archiied of Remrd has nor been renamed bnlD,draipa deeaerrawamrr.ea.rlddaae m 2 elm,4oaLTaEnaa rm Eamvanbn connaa aammmranen.and 140 MFII2015 f9tla,.RtovDOre and eryklrmed rndhodW 11.STAIRH run dPrft or HmWtlmUR OR MOREFBERS. B8IIppIICC1n1�a�]a))aasartna RaarmaaAasEksEs m.ro,omsrorwnan®roPNuua memrMdtroWFalf�dwM FOlA10R MORE RISERS. 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B' r �y1 rN B Lice Nagar Pn,W ss Architects Ie elowahe 6eartlp Ltyrdl6a doe w e1e0 he p.dtle ramPmMdlms. LAG SCREWS SHALL BE STAGGERED PER IRC R5D72t(1) NABRArrtERoolm st°DID Is.AIHVAC.Phr,hh0AEl.W.W eydne Maltrlmtlh IRC d,aPlr et Erman, 0.Whn byYoe ealalrWrm Yorabb alHrsy,hbrtldiaW mededmloob,hasMbnd alelpy oroevdm nods bnrhY alpedydbeaM 1,500 Stet �AMIRII AI 47�u�PRCM R GES.84 9�Ara 0lwE�eD�w.wk WID-�rowbE�W_aP c =�;�."��t •...r._..asa_ ldap bblMwapaebllydth Gam*ariec ttmWnek blym be pteaadd0e efb,ee dwvabb hmA9 mpatlyMYhe C bdabBfrdaelpik m7odd6ro.dtakklpa.Ivrkbtl rbdmlabdaertledla,dml, debrrried bYaakY,vadytlo,t drmdtlaiq,vermdakhnOrg aysbrm(ror,adafk0 v,rplpabd) a_...ry,4, n,_s� ibnlpmbyepmrmlaudenprreertfm mdbycle0w SdRODept CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 14.Additm.R.M e.,.-.5n:MdcwWlywehtECC2Dl5 Ivan DENUN eJeECfro0-aa- ven�c- U,eaYadpath dleafdlnpht8ftl3rM spied t o yWh Mb d& tNam 66aleC Whet ItEataeD RDoO An ��'+� !I®rOPO.Maa I BLra✓£ OESDl1 wEAIl�b FRO7d pF4em tjm O maIr NAtsND Pf✓>m1O AeabL PPuIECT L 16 etdMD�Wmeydemb rm.mmdim NltW id�Sy�ur Lao ppl eTECfB p GITAOORr u�PIN rtAteE lBr R aaEx TF]i 20LB8 130 1 No I ND I to B fiEveE 74r "ro00,FAetA1n Ie Ilea No tm]atm sea NOTIAS HOUSE to AladrtI.R402.mD p*.Daolba dYa ulk rMkotdafadnmdmrm WM Tahb R4G2.4.1.1.Applyatrnhheadd®Armeek:p rdlloDnrn pde kkwmet TeEaFT,ErAAaMLNx■,wATetttW�nE uarAtEomv,wom®®®mkn, ara'A ktme6a0Ypkrbhtab8rlp Mabr pYDeaA Won baaN. / py ^.• 450 Paradise Paint Road Southold,Nev,York FQ i GENERALNOTES J U L 1 1 2023 I iNiEE NDiAEEF Southold Town A902 Board of Tnlstees 1P.1-11 ""� 2016 rssuewwFMmlox NO DATE DESCBIPnON OEAGN o.E1 o3,IlL]C DESIGN ki.ACN MA.E Q:EIGI SOL ISSME as AUO L•C —.n.FN RFV'. Grounding Electrode y, z_ rFkr.c ee e:aTE I GENERAL CONSTRUCTION NOTES: MECHANICAL NOTES: System O kE^Su^ Section250.50 nu:. nSnEIFrN.sT. nn:, _ 1 PROVIDE ACCESS TOANY ATTIC SPACEE%CEEDING30SOUARE FEET ORNGRE ANDWNCH HAVEAVERRCAL 1.PROVIDE AT LEAST THREE INCHES OF CLEARANCE ALONG THE SIDES AND BACK OF THE 8 Aj��il LA 'a IEJGHT OF 3011CFE5ORGRFATER FUPN4CE!SiAM NG LESS THAN SIX INCHES CLEARANCE BE7WEEN THE FAONi AND T1¢ r Bonding DOOR OR OTHER DESTRUCTION IF THE FURNACE IS OPEN TO THE ATMOSPHERE (Grounding) T --- i FURNACES SALLBEINSTALLEDINA35L'OKNCE IAN C.O.THEIR USTINDETECTORS M ANDTHE EMANUFACTURERS WATER HEATER - Jumpers IMPORTANT NOTE- ANDFURINCESSH.Ill BE INSTALLED OF TIE MANUFACTRIRONTALLATION MU-TIONSMSTEE THECRINSAN CUTLETROM AN APPRUNG COILBGRE01DISPOR55HALLBNM130EYED FRDM /rf � � /-7 The Arthnea of Remrd has not been retamed Y e v PROVIDED ON MR110NSACOPYOFTHECWNFACTURER51t�6TALLADON WBiRU_DONS MUST EE TMEDRAIN FAN OUTLET TO AN APPROVED PLACE OFMSPO5AL I5ECRONNI'+a5.1.1) PROVIDED ON SITE FOR EACH INSPECTION(SECTION R1ifi Ltl _ ear tomrmamn tentraa Adminnrra d 3ME NAOMUM L HE ENGTH OF0.CLOrS DRYERHA EXUST DUCT SHALL NOT EXCEED does nor take respomlb1ldY rot Interpreting,0Io9 l the GMIN1NUMt HEADROOM CLEARANCE OF 64'MUST BE MAINTAINED AT ALL STAR CONDITIONS.CONTRACTOR TWENTY FIVE FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION THE l Intent of the mmrrualon documenls,mcWrsog SHALL NOTIFY THE ARCHTECT IF SITE CONDITIONS DO NOT MEET THESE REQUIREMENTS MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED TWO AM ONE HALF(210)FEE FOR mating roodd—om as may be necessary I mAn.K EACH FORTY FIVE DEGREE BEND AND FIVE FEET LS FOR EACH NINETY DEGREE BEND - �• dunng the c -Peon phase:undocumenled L 4,PER IRC 201E SECTION R311,7.STAIR TREADS SHALL BE AT LEAST 10 INCHES DEEP AM co RISERSSHALLMTBE - • de vmlahom,and that the Arch,—of A GREATER THAN 7 N4'.TREADS ARE MEASURED FROM NOSING TO NOSING 4 COMBUSTION AIR OPENINGS SHALL BE SIZED AS FOLLOWS EACH OPENING SHALL HAVE A — `r Record Is n0 longer liable for the work whe MINIMUM FREE AREA OF 1 SQUARE INCH PER 1063 STUN OF TOTAL INPUT RATING OF ALL changes to these documents have been made. 5 HANDRALS SHALL MEET REQUIREMENTS OF IRC 2018 SECTION R311.7 AM SHALL NOT BE LESS THAN 34'OR APPLIANCES IN THE SPACE BUT NOT LESS THAN 100 SQUARE INCHES.ONE OPENING SHALL MORE THAN M'ABOVE THE NOSING OF THE TREADS COMMENCE WITHIN 12INCHES OF THE TOP AND ONE OPENING SHALL COMMENCE WITHIN 12 _ E%IS F0IINDATKruA_- . I INCHES OF THE BOTTOMOF THE ENCLOSURE.THE MINIMUM DIMENSION OF AIR OPENINGS The fallowing grounding electrodes That sLEQaq resent must be banded together to SWILL NOT BE LESS THAN 31NCHE5 a I are ec^� •T� + ELECTRICAL NOTES S.RANCE HOODS SHAD DISC H RGE TO THE OUTDOORS THROUGH A SINGLE WALL DUCT fans the grounding electrode system: �. a+SKEr..S—to R—En THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE SHALL EE 1.Metal underground water pipe Y7, 1,CONTRACTOR TO VERIFY THAT CaUNGOUi1ET ELECTRICAL BOXES SHALL BE CAPABLE OF SUPPORTING THE ARTGHT.AND SHALL BE EQUIPPEDLL WTTHA BACKORAFT DAMPER.DUCTS SERVING RANGE .,t WEIGHTOFTHESPECIFIEDFAN HOOD SSHANOTTERMINATEINANATTICORCRAWL SPACE ORAREESINSIDETHE 2.Metal frame of building orstructure BUILDING SINGLE WALL DUCTS SERVING RANGE HOODS SHALL BE CONSTRUCTED OF H 3.Concrete-encased electrode(Ater)Rei P eLI h- ZELECTRICALCONTRACTORTOPROVIDEDIAGRAMOFELECTRICALDISCONNECTINGMEANSFORANYNEYJ F�JINAU STING INIXCESSOF4L000BIC FEET PERE4.INUTE SHALL BE ROVIDECWITH MAKEW y 4.Graunddng • - f FURNACES OP AIR CONDITIONING UNITS UPON REQUEST OF THE AUTHORITIES HANNG.RIWSDICTION AIRATARATEAPPRO%IMATELYEQUALrO THE IXHAUSTRATE SUCH MAKEWARSYSTENS ! 5.Rod or pipe electrode 1� 3 A SINGLE DEDICATED RECEPTACLE SHALL BE REOUIFED FOR EJECTOR AIM SUMP PUMP MOTORS. SHALLBECONTRGLIED WITHIA MEANS OF CLOSURE AND SHALL BE AUTOWMALLY k 6.Plate electrode CONTROLLED TO START AND OPERATE SIMULTANEGUSLY WITH THE EXHAUSTSYSTEM. COPYRIGHT 0)2023 II.f 1 4 PROVIDE AT LEAST ONE GFCI PROTECTED RECEPTACLE W THE ATTIC SPACE NEAR.ANY MECHANICAL 5HVAL RIG,AND EXHAUST LOCATIONS SHALL NOT CAUSE NUISANCESAMSHALL BE - - - - - IUilh EQUIPMEMFORSERVICINGPWPOSES. LOCATED A MINIMUM OF 11 FEET FIMM LOT LINES AND OPERASLEWINDOWS.AM A MINMUM GROUNDING ELECTRODE SYSTEM DETAIL •'"' -^"`*` ' '- OAWPUO OF THREE FEET FROM EXTERIORWAGSAND ROOFS - - -- 5 PROVIDE AT LEAST ONE WALL MITCHCONTROLLED LIGHT FIXTURE IYMIN 3 FEET OF THE ATTIC SPACE srxE NTs L>n,i�'w:.`n+wROyt c.+.n•.u:[P F poawlx�F , •'. a2n's L ACCESSIBLE OPENING. wP•cv;w•mSy_.sc KW sUsv ,� 7.KITCHEN AND BATH EXHAUST SHALL BE LOCATED 3FEET(MINI FROM LOT UNE58 c...cnC:,ucrcET / COHC.AfTT r____ r -gym ` 6 PER ARTICLE 250 SO,ALL AMIABLE ELECTRODES(METAL UNDERGROUND WATER PIPE NETALFRAMEOFTHE OPERABLE WINDOWS AND IG FEET MOM MECHANICAL INTAKES. BUILDING RODRIPE ELECTRODES CONCRETE ENCASED ELECTRODES ETC.)SHALL BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM INTERNATIONAL FUEL GAS CODE: AUDIO VIDEO CONSULTANT: I 7.BOND GAS B WATER(HOT AND COLD,PIPING AROUND WATER HEATER CONNECTION 1 PRIOR TO ACCEPTANCE AND INITIAL OPERATION ALL PIPING INSTALLATIONS SHALL BE Tl lT7 t + s VISUALLY INSPECTED AND PRESSURE TESTED TO DETERMINE THAT THE MATERIALS 8 LUMINAIRES LOCATED ABOVE SHOWERS AND ABOVE TUBS WITH SHOWERS SHALL BE MARKED BY THE DESIGN FABRICATION,AND INSTALLATION PRACTICES COMPLY VAN THE REQUIREMENTS y� MANUFACTURER AS SUITABLE FOR USE IN WET LOCATIONS AND LUMINAIRES LOCATED ABOVE BATHTUBS AND OF THE CODE. WITHIN 3 FEETOF THE EDGE OF THE TUB RINI ARE TO MARKED BY THE MANUFACTURER AS RATABLE FOR USE IN Energ•h REJcheek Consultant' DAMP LOCATIONS ENERGY CONSERVATION CODE GENERAL NOTES: SorkP� 1 LAFACTOROFNEWWINDOWSAREDESIGNEDTOBE 30ORIESS.S40ULDMECONTRACTORCfOOSEAN -_ . ` EAVIRONNENTAL CONSULTANT: ALTERNATE WINDOW WITHOUT NOTIFYING THE ARCHITECT THEWIMOWS MUST MEET THIS REQUIREMENT mxan a• o _ _ ZAP ER"RENT CERTIFICATE COMPLETED BY THE BUILDER OR DESIGN PROFESSIONAL SHALL BE POSTED ON A TYPICAL DRAIN TILE AND SUMP PUMP REQUIREMENTS WALLWHERE THE FURNACEIELECTRICALSERVICEFANELIS LOCATED NECERTIFICATESIutwsT THE PREDOMINATE R-VALU S OF INSUL kWN THROUGHOUT THE HOUSE DUCTS OUTSIDE CONDITIONED SPACES _ IF-nTA AM UFACTOFS FOR FENESTRATIONS xI •`-r��'M c1:RVEYOR: 3 ACCESS LATEDDOCRS MOM CC TO EQIVALENTOTH UNCONDITIONED SPACES SHAUL HESUROUNDIN WEATHER BTP1FPEp 4 .r=uern - }`J�°N1�", AND INSULATED TG THE LEVEL EQUIVALENT TO THE INSIILATI0N01J THE SURROUNDING SURFACER '� �U I, •�`� _ <�• 4MOVIDE R-3INSLIIATIONONALLNEWHOTWATERSERVICEUNESTOKITCHMAMOTHERAREASREOUIPED I (�-one s `s`�m' ,1 •,• .e.r+„a.s PER IECC R4 53 Sewage ejector pump E SUPPLY DUCTS OUTSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED RE w c LIGHTING DESIGNER. detail W T 6 ALL DUCTS,JOINTS AND SEAMS SHALL BE SEALED BuOm.sible Mre[It P rt cxo-r czcm pU %• ' (2'QbmCNOO I 7.EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER INSTALLED ,'^ dt5t1'tpr$e i� SEPARATING THEM FROM SHOWERS AND TILES. �ILYa1l10\salCr piping—1 be Wadd to tC:Smia panel L7ouad.•d amml vialta p'Pa 4 8• rniaimum lx,Hopper airt unhin Us:fins 5 feel of ewriog dm building. w mot.-°' Ii OisMtu�goeppa SEPTIC ENGINEER housR • PLUMBING NOTES: NINnlhepup.pmeu911 be mmrdeadhmddif.-,dIPthepnsuadd Iwholbhu '�i,: �.g� , suf(rciMnd3 sud aendw•mric..l?-wgiusfumece is nonsidsd suf ieiat Mmlmg. "-'-'- �'• WO 1SL'MFFITS OPEN TO SOIL GFSERVIhGAS THE TERMINATION FONT MR SUB SLAEORIXTEFIORCRAWTILE LOOPS SHALL EE COVERED WITH A CASKETED CR OTHERWISE SEALED UD Comu v Stord-Steel Tuhmg((S', mutt he bonded the Jc,!neulml vilha •�'- '1- e!oc4iW va'M'e �-L� 2 galM 'i') lnaJn 2 WASTENVENT PIPING TO BE STACK TESTED AM WITNESSED BY THE FLUTAhG INSPECTOR minlflum a6 CUpptt Wte 9l llf Cl'114cL ppinl of cnVl'1a1n 1h BCilding duwTLJrfam Of STRUCTURAL ENGINEER. Iheesela Rord lrua he made M,the[SST adapuYa aci ppr,necrmLhc¢M1mg v kite�T T —Was© • ` ;� eCtiOn�`,� I; � V" j3•Ir,olrIO!erJ a WATER PIPING TO EE TESTED TOti)PSI AND NTINESSEDBY ThE PLUMBING INSPECTOR tuc1l. pump- Any break inch, iuxva band taus lame a jmopr.Tbneomhcn Fndl s:,ks ofdIe ....uM`..• in:nke • -i Q cnttkvale. p,piTc i.e.:nalu mom-1 but uatcr IArlk. .- .. II (should M hetuantldl INTERIOR DESIGNER: azTUNI D flout_ BONDING DIAGRAM d!a in pip 0 t. (e.p Rom 1plM1 sAUE nrs PROJECT PARTNER: miNcuty- ,•, + litmt SWilOtT -a.- ARCHITECT TYPICAL SEWAGE EJECTOR PUMP DETAIL CONCENTRATED LOAD END BEARING �/ uur NT.c ROAD STIFFENER) (BEARING STIFFENER) 1::✓-,.r ,�•;��•,--r TIGHT JOINT GAP BREQUIREMENTS NO GAP 6r Nage:-Pmo,ers Archnects WHEN USED AT END BEARINGS,W'ES STIFFENERS SHOULD BE INSTALLED TIGHT AGAINST THE BOTTOM FLANGE OF THE IJOIST. =11B'_l/ld'GAP =110'-71/4'GP➢ sTu�Ic L BUT WITH A MINIMUM 118'GAP BERWEEN THE TOP OF THE STIFFENER AND THE BOTTOM OF THE TOP FLANGE - - MES STIFFENERS MUST BE MADE OF UTILITY GRADE SPF(SOUfIi)OR SERER FOR LUMBER ANOIOR SHEATHING GRADE OR CLINCH 14J BD BOX OR COMMON BETTER FOR WOOD STRUCTURAL PANELS. NAILS 1OD BOX OR MHEN DESIGNED IN ACCOROANCEWITH THE LOADISPAN CONDITIONS SET FORTH IN THE TABLES IN THE ROSEBURG EWP DESIGN (4)BD BO%DR COMMON REQUIRED FOR o = GUIDE OR INSTALLATION GLADE.RFPWOISTS DO NOT REQUIRE WEB STIFFENERS.WITH THE FOLLOWING EXCEPTIONS: COMMON NAILS RFPI 80S 89D SERIES a_-,r.v k•1Ts:e 41HEN SIDES OF THE HANGERS DO NOT LATERALLY BRACE THE TOP FLANGE OF EACH WOIST. - CLINCHED -BIRDS L40UTH CUTS FOR ROOF JOISTS. NO GAP NO GAP T""c---- MHEN(JOISTS ARE DESIGNED TO SUPPORT CONCENTRATED LOADS GREATER THAN 1000 LES APPLIED TO THE IJOISTS TOP FLANGE BETWEEN SUPPORTS.IN THE APPUCATIONS ONLY.THE GAP BETWEEN THE WEB STIFFENER AND THE FLANGE GAP TIGHT JOINT NO GAP IF— SHALL EEATTHE CUTB07MMIN AN WEE STIFFENER SIZE REQUIRED NOTIAS HOUSE EE STIFFEN CUT ERS MAY BE IN THE FIELD AS REQUIRED THE APPLICATION. -THE USE OF WEE STIFFENERS OR BEARING LENGTHS THAT ARE LONGER THAN THE MINIMUM REQUIRED MAY RESULT IN WCIST FLANGE WEE STIFFENER SIZE ALLOWABLE SPANS THAT ARE LONGER THAN THOSE SHOWN IN THE ROSEBURG EWP DESIGN GUIDE OR INSTALLATION GUIDE. WIDTH EACH SIDE OF WEB THE MOST ACCURATE METHOD OF DETER14NING IF A JOIST IS ADEQUATE AND IF WEB STIFFENERS ARE REQUIRED IS TO USE 1314" 1!M32'X 25116'MIN.WIDTH ram- Ly �T [q 450 Paradise Point Road APPROPRIATE SOFTWARE(E.G.SIMSPON STRONG-TIE@ COMPONENT SOLUTIONS-)OR ENGINEERING ANALYSIS FOR THE 2916' 7/8'X 25H6'MIN.WIDTH !' H 1L p7 outhold,Neal York ACTUAL CONDITIONS. 2511fi' 1'%2 L16'M1BN WIDTH a Y4WW 210' to X 25116"MIN.WIDTH I � JFAwlllc TITLE 3112" 11/2'X 25116'MIN.WIDTH J GENERAL NOTES , AND DETAILS TYPICAL WEB STIFFENER REQUIRMENTS IT x.°2023 5��'N'.M?iF Southold Town A904 Board ofTrvstees PFOtECT14 --- 2016 SANITARY SECTION: C.I. COVER PROPOSED TO GRADE HOUSE 3� FF=14.0 / P FINISHED GRADE B h El>11.0 EL-71.2 EL�10.5 S• I 6-IE IE=8 5 IE-9.1 IE-9.4 I E O \ S � 3.0'MIN. EL=1.5SEASONAL GROUND W TER s• CESSPOOL SEPTIC TANK J 850 S.F.S.W.L.A. 3250 GAL. G' / DRAINAGE CALCULATIONS: J aP `� J REQUIRED: Q / a .N `� `� pSe HOUSE = 4919 S.F. a h"0 ` pfj /- �'?p 4919 x 1.00 x 0.17 = 836 C.F. / a �• �� M w pr 036/68.42 = 12 V.F. t t �COr/ fOr USE: hie A ✓r merJ (2)10'Ox6' DEEP POOLS = 12 V.F. /• 0�'o \.\ i tt tt C'YN C/Nk FEyc e/%n9 w O/-/e /Oh CJ �Ofe4000r 40 CQ rJ I •\ t f I •\ t t t. Coy/r Or n� 0/ C `Ff�r � cFf�r •b egCkf S46R, CRgO//yC i�F �r �tCCc�r. (35000 S/CT peCE¢ J<<C��� ^�CLC�<<C�� . NC£ ti N�O0 0�, `\� \\` REM •\ `tl f�•�J:::::..,........"".. .�M `�.`.`1 `\?2,),T�� fro n?VC • ^ // CHAIN OINK \ t AER yOUs GRA \t\\ \ r / l/ / CO SST ``N �, s RfOUR�F eR M TS \ . R, or . O8�ci'W" NYSDEC Dou pr \ !. waao... AN APPROVED AS PER TERMS SUspn Was e//VerJY `ti ;�to '' '-r AND CONDITION OF (oW �. 4Q��S o N `: ` i' i �;` U��...`� C PERMIT NO. I- - JG 1' �9 w� ei/Vehn & y�+ �, Ar,' /f'' F o a� '' /a`S/` rl '/30.e•_ N SATE r 73�`�'r OQ7 UbIrD w / s�fD ", "" Q.." •"N"• /l 1.W t `c \` If _ O,N Ci RVA O'ef� 03N N TEED ff". t !if �Q W,. / w - / ` / e (�f M �`•.. G... Q' 40 .."•/ !�p 4i M '' " `.. Q I� 1 /� � 7 Sh�E oSN NOE K "�y`�� I / f i;'./ Aj OCT. 03, 2018 AMENDED LABEL -- SEPT. 18, 2018 IND. LOT COVERAGE O v/S`+ 3 ry� f j)w�' ! lro , 2 11 �Q J N O LU AUG. 22, 2018 IND. BUFFER �Oyli, 1�..� ....:'\ .........?i.` + s�" EkISTIN 11' 7 e Z~O MAY 17, Z0018 AM.D.H.SAB AMENDMENTS ,Y Fry CEO o.. q RE 1 1 Ni Z cp TO / f M Om 2018 END LABEL o Ep °`N. 1 1.,/ Q4 2 H 1 t �O O V! Q Survey for: J 1. "'AI � ¢2S� APR. 25, 2018 AMENDED PROP. SANITARY N a I ; 1 �J 1 /I 2 O DEC. 05. 2017 IND. PROP. STRUCTURES FRA ¢Z Z T ram `/ /� V / 1 / W W DATE: NOV. 11, 2017 N.( CIVIL NOT IAS FOE /�=0J, O° i I m JOB N0:2017-587 LOT COVERAGE: /�s /�o�� = 1 !v ��ry Q At EXISTING: a� PCID c/ CERTIFIED T0: Bayv2ew HOUSE = 1259 S.F. NICK NOTIAS GARAGE = 526 S.F. _�� REF °Q'� ! Town of Southold LC>' PORCHES = 469 S.F. h ``/ ENQE _I 1 M PATIO = 1002 S.F. TEST HOLE DATA ' J Fo ° Suffolk County, New York SHOWER = 17 S.F. MCDONALD GEOSCIENCE 01V �ap O s 1 �� y - D ' TOTAL = 3273 S.F. OR 3.0� DEC. pa, 201� 'yeoth 4r for 3j I G M S.C.T.M.: 1000-093.00-01.00 003.000 PROPOSED: EL-10.2 DARK BROWN 0.0 (0w er R der ?�4' o e�,; 40 0 40 HOUSE = 4919 S.F. LOAM 05 9 wio�b/,�o /.y (' N I'• t �," ( O I I I I OCT 2 5 2022 POOL = 9O0 S.F. CLABROWN YEY SAND SC SCALE:1"=40' Lc PORCH = 295 S.F. 3.0 2 TERRACE = 2234 S.F. PALE BROWN • Q' SDutholdTOwn FINE TO SP DAVID H.Y6 L6i `G7 `Nv L S. #50234 Board ofTnlstees TOTAL = 8348 S.F. OR 7.69; MEDIUM SAND ;F`' NOTES: G.W. 98 ( FOX LA YPYING PROPOSED LOT COVERAGE WITHIN 300' EL-0.4 64 SUNSET AVENUE 1. AREA = 109,558 S.F. OF WETLAND BOUNDARY(46,649 S.F.) WESTHAMPTON BEACH, N.Y. 1197$ WATER IN 2. ■ = MONUMENT FOUND, O SPIKE FOUND. PROPOSED: PALE BROWN (631) 288-0022 FINE TO Sp 3. REFERENCE DEED L. 11896 CP 836 HOUSE = 4919 S.F. MEDIUM SAND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 4. ELEVATIONS SHOWN HEREON ARE REFERENCED IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE POOL = 900 S.F. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING TO N.A.V. DATUM (1988). PORCH = 295 S.F. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5. ZONING USE DISTRICT = R-80 TERRACE = 2234 S.F. 17.0 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 6. FLOOD ZONE BOUNDARIES SHOWN ARE FROM FIRM TOTAL = 8348 S.F. OR 17.9% PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS B TITLE AND LLE IN NDGEINSTITUTIONPLISTED HEREONENTAL ANDACY TO LATHE PANEL NO,36103CO167 H LAST DATED SEPT. 25, 2009. - RSSIGNEES OF 7PE LENDING ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS 7. THERE IS NO GAS ON PROPERTY. OR SUBSEOUENT OWNERS. DWG: 2017-587 APPROXIMATE / LOCATION OF / \ FRAME HOUSE NOW OR FORMERLY: JOSEPH MACARI, JR., DIANE MACARI, 1 & ANNE MARIE MACARI I (DWELLING W/PUBLIC WATER) 1 Scale: 1" = 30' isting Trees Numbered 1 Through 10 To Be Removed 1 osed Trees for Replacement - 12 Red Maple (Acer rubrum) trees to be xisting Sanitary System To Be Abandoned ro p P P Per SCDHS Requirements planted along the driveway at sixty-foot intervals (Y caliper at planting). Approved by Board of Trustees Town of Southold, October 09, 2018. 1 S 650 16' 5011 E I I \ I I I CHAIN LINK FENCE 662.$ Z0NE AE ZONE X t_I .F d FE111D LG I I LG i 00 F11 LG ST N PROPOSED SAN'TAPY SYSTEM `' W Z zA ❑1:1 ll❑ \ RE #8 �' + V Q M _ O #10 THE #6 I j' r LU Z N o d LIMIT OF CLEARING, GRADING l i ~ Z AND GROUND DISTURBANCE,& REE 7 P0C)L D 00 N O w , � �! 1 WIRE BACKED SILT FENCE: THE #9 TR #5 , E #3 u- — W w Q `� �� 35,000 Sq. Ft. r/ �t ' I� _ U Q. Z -- ----- -.- -. -_._______.___ W SHELTER ISLAND LL i�( E #4 � cn LU 0O n \ II PROPOSED Z U TRC1 � I ZZ' SOUND Q w DW PARKING AREA OZU \4 EXISTING WATER SERVICE PTsO REMAIN (GRAVEL) �O O W �1 Z ZOmatn N W o Q W o N 0 0 O PERVIOUS GRAVEL DRIVEWAY Jf O O '," '.. EXISTING PATH TO REMAIN`: U x Ln LWi U. sy o `~ , r f N ? NON-DISTURBANCE M WOOD DOCK NCE NON-FERTILIZgTIpN Z • DW ~ BUFFER r - ti i Cn O o 401 N 700 07' 10" 1530'� ° W W .54' `o FRAME SHED N 65 <<: v� FRAME SHED ZOfNE X 312.74' Ir= ECG ' 2OZ3 NOW OR FORMERLY: R. DOUGLAS BLIVEN NOW OR FORMERLY: HEATHER ROMANELLI ouse Pier Line & SUSAN L. BLIVEN (DWELLING AN/PUBLIC WATER) csoutnon;dTovm (DWELLING W/PUBLIC WATER) I Board of Trustees I I I I I I CEDAR BEACH ROAD APPROXIMATE LOCATION OF FRAME HOUSE Nick Notias Proposed Tree Replacement Map - D R A F T - F O R D I S C U S S 1 O N P U R P O S E S O N L Y - Inter-Science Research Associates, Inc. 450 Paradise Point Road Date: June 02,2023 g This is not a survey 36 Nugent Street, P.O. Box 1201 The information data hereon is based upon the Town of Southold Site Data: information and/or or data rovidedtoor obtained b Southampton, New York 11969-1201 Inter-Science Research Associates,Inc during the course of 631 283.5958 Fax: 631 283.5974 Suffolk County, New York Area: 109,558 Sq. Ft. work being undertaken for the client While efforts have Note:Site information is based on Zone: R-80 been made to ensure the accuracy of this SCTM: 1000-93-01-003 drawingtinformation,Inter-Science acknowledges that any final analysis MUST be made on a survey prepared by a surveyor licensed in the State of New York using up-to-date and site-specific information for the property being This is not a survey Prepared for: analyzed. Accordindy,it is cautioned that the information Nick Notias contained hereon should be used for preliminary analysis File: M:ICLIENTSINotias, Nick- Paradise Point RdWotias Proposed Tree purposes only,and be used with caution. Inter-Science Research Associates,Inc.assumes no responsibilityAiability Replacement Plan 2023-06-02.dwg for errors contained on this drawing. ©2023, Inter-Science Research Associates, Inc. Last Print Date: 6.6.2023 MIMN HOLDINGS LLC Property Situate: 450 Paradise Point Road ■ Southold ■ New York SCTM #: 1000- 093 - 01 - 003 Shg!#w tdan3 Hogto r s� fanti �aalhCSd t SUBJECT PROPERTY I SUBJECT PROPERTY 111 1• 11 1 11 11 111 Mvy,t���hr' � =yt a.,�j • `tv. '1 ', r„ WAAL tit i � ".F # ::,G - Jam. ♦� . PROP. PROP.DWELLING .4.:.,.• 1. PROP.COVERED TERRACE •1 'iiyC t'v `6 fir. 3 i z " � � � �u tidc`�§�,�F ."`•ram '. .Y 3 MIMN HOLDING L.L. C. Property Situate: 450 Paradise Point Road • Southold, NY • 11971 SCTM#: 1000—093.00—01.00—003.000 (Photographs taken on September Th, 2022) E �4i M 6 v a ti l r y. " PROP. COVERED TERRACE PROP.NE CORNER PROP.NE CORNER OF TERRACE OF POOL PROP.TERRACE PROP.DWELLING 'a. PROP.PORCH `- Photograph taken facing south. 111 1• 11 1 11 11 111 S - ��• `<: 3r1 - fir. ' �.. P if' M ) A PROP.TERRACE PROP.NE CORI OFPOOL ILV '" i � to° `' -�.fix,"4 i3x g' > r �-y:S a ��'r�. •S. _ 1 �t r.. *1 L rz ♦ �' :� �' ty.r. -.,� �%�J'- _ _,:' ` i .cy•''�'� _ � '�-��ty"'F�:aa t. 1_ � �.F 'teals-.. � .l ♦S-. SL"4t �,' _ t l� ..F-; '1'%1 •�� MIMN HOLDING L.L. C. Property Situate: 450 Paradise Point Road • Southold, NY • 11971 SCTM9: 1000— 093.00—01.00—003.000 (Photographs taken on September Th, 2022) 4, v - r V PROP.COVERED PROP. PORCH s , TERRACE PROP.TERRACE a - I PROP. NE TERRACE PROP.DWELLING CORNER ,, � r :K ,, ;• .' PROP. NE POOL CORNER - 4 �.•- � �.4 ; rc :.- "�-: ^^x+�'+� :ii1 .•dt' +rw �:�z h`T F }�"K+; �. � F 1'` a4 ".,k� �, - Photograph taken facing northwest. MIMN HOLDING L.L. C. Property Situate: 450 Paradise Point Road • Southold, NY • 11971 SCTM#: 1000- 093.00 -01.00-003.000 (Photographs taken on September 71h, 2022) 4 t t � 1' PROP.COVERED TERRACE PROP.PORCH *" , PROP.TERRACE PROP.NE POOL PROP.NE TERRACE CORNER � � y .� � p .� ��-� .may p■per "�..tt' .t 4}5..,' w•^' � ��,���' � �.� ;a.. �,._:iEt t1 �'r,D��rx "p �#•'F �,. � .�`�#«s+'�'.^ .,at' y y ,�'� ,�.°i•,: r ,�. �- �,�`` '�, *tea �� K ¢� e:-.. nl..yl�4yf.i f1, R"4 N 14 '� "4 t •P'+vg 3i' :K r a+ r j ti MIMN HOLDING L.L. C. Property Situate: 450 Paradise Point Road • Southold, NY - 11971 SCTM#: 1000- 093.00 - 01.00-003.000 (Photographs taken on September Th, 2022) r t tS - °' ;•�-• ate.. . . .y The photograph above (taken facing northeast) depicts the seaward edge of tidal vegetation and the existing shoreline thereon. „m b )eNv� ez - 1 ,syq CEOat SEeC„ ' x0 iN, e i x, ) o k N ]3 1 rmw ar eauTNo,n �ti* _� � nsro,x town '� a eIrI ------ �� --�-- ...� -- NOTICE 1y y,. COUNTY OF SUFFOLK © E 0 a �punlpin SE TON NO Real Property Tax Service Agency r a 93 aunty Gnur Riwmvp.Nv,tpt M ,a p tis V-a _•x�xpis�zu •� -_- ru. --.-- oar--.w-- r� ,. x. lip � ♦ mcrro tMe x�� ___ Y P PROPEPTY IMP