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HomeMy WebLinkAbout45353-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD, NY 1 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45353 Date: 10/20/2020 Permission is hereby granted to: 335Hill LLC 4 Peter Cooper.., .. __ _ --- ._ Rd p .A. 9F .... ...... _........ .....-- New York, NY 10016 To: demolish (as per Town Code definition) and reconstruct an existing single-family dwelling as applied for per DEC & Trustees Non-Jurisdiction letters and SCHD approval. At premises located at: 335 Hill Rd, Southold SCTM # 4738­111.1.11.189 Sec/Block/Lot# 70.-4-31 Pursuant to application dated 10/2/2020 and approved by the Building Inspector. To expire on 4/21/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,814.40 CO -NEW DWELLING $50.00 Total: $1,864.40 Buil " ctor TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans_._., TEL: 765-1802j�s�� Survey _......_w_.._....._ PERMIT NO. Check Septic Foran N.Y.S.D.E.C._ Trustees Examined, 16 20 Contact: Approved 20, t Mail to:.A9 Kramer Architect Disapproved a/c PO Box 1600,Southold,NY 11971 Phones 631.477 8736 —JJ din pector OCT — 2 2020 APPLICATION FOR BUILDING PERMIT r4MPING DEPT. Date September 24 ,20 20 T01--V INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. .. m me.t applicant,or name,if a corporation) PO Box 1600, Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Architect Name of owner of premises 335 Hill LLC (as on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 335 Hill Rd Southold...... ....... House Number Street Hamlet County Tax Map No. 1000 Section 70. Block 04 Lot 31 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building_ Addition X­­—Alteration X...-.— Repair—.—Removal­ Demolition— Other Work (Description) 4. Estimated Cost— $400,000 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1,total all floors If garage, number of cars 1 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,if any:Front 62.1' —Rear 62.1' Depth 42.9' Height 18.3' Number of Stories Dimensions of same structure with alterations or additions: Front 62.1 Rear 62.1' Depth 527 Height 23.2' Number of Stories 2 8. Dimensions of entire new construction:Front N/A —Rear —Depth Height Number of Stories 9. Size of lot:Front 110.00' -Rear 111.00, Depth 240.87'(E)&238.82'(W) 10.Date of Purchase 2/10/2017 —Name of Former Owner Patricia,John and Richard Sahm 11.Zone or use district in which premises are situated— R-40 12.Does proposed construction violate any zoning law,ordinance or regulation: No, 13.Will lot be re-graded No Will excess fill be removed from premises: (a NO 14.Names of Owner of premises Joha&Alissa McCarthy-O'Hea Address 4 Peter Cooper Rd.9F,NY,NY 10010 Phone No. 917363-7908 Name of Architect Meryl Kramer AddreS:?O Box 1600,Southold,NY 11971phone No 631477-8736 Name of Contractor Address Phone No. 15.Is this property within 100'feet of a tidal wetland?*YES NO X • IF YES,SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED Trustees Letter of NJ, DEC Letter of NJ 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) COUNTY 06VG L M"I Krmw being duly sworn,deposes and says that(s)he is the applicant (Name of individuar signing contract)above named, (S)He is the M"5c V(Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me tld 2020 jib I ............. Notary Pulc gn ture of Applicant TRACEY L,DYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30.RQ.a Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. s. , mber 24, 2020 New Construction:�........... Old or Pre-existing Building: X (check one) Location of Property: 335 Hill Drive Southold House No. Street Hamlet Owner or Owners of Property: 335 HII LLC County p , 4 Lot 31 Suffolk Coun Tax Ma No 1000 Section 70x ....... „Block.. �..................... Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request or: Temporary Certificate.............................................. ..�.. Final Certificate: (check one) Fee Submitted: $ p nt Signature Town Hall Annex � � Telephone(631)765-1802 ��d m� , �o,k 54375 Main RoadFax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 1 0/ BUILDING DEPARTMENT NOTICE OF UTILIZATIONFTU T'YP'E CONSTRUCTION,,,PRE-ENG,INEERED CONSTRUCTION / TIMBER C ST UCTI Date: September 24, 2020 Owner: 335 Hill LLC Location of Property: w 335 Hill Road,Southold, NY_11971 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure X_ Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) m � ITmm mm Timber construction (TC) in the following location(s) (check applicable line): _. ....__..__ Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submittin this rn : Meryl Kramer, Architect Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 MHN MCCAFfllfY-0'HEA and DMSACAR11-M011„41F,: dba'.335 1-011 LC Peter Gooper Rd Apt 9F New York NY 1,001 'We herph:y authorize IMEMYL.KRAMER ARCHITECT to act as our agent in ot.Aaining afl permits required ire IbyIO Da ou.mILD,SUFFOLK COUNTYD NEW YORK STATE for Uie renovationis aril rww cimstiruction at 3351°ffff Road located in Soot oA NIV11971. P L Owrier �,... Daae Owner � Date Generated by REScheck-Web Software Compliance Certificate Project McCarthy O'hea 2 0 2020 Energy Code: 2018 IECC Location: Southold, New York j j),1 IINCI IYIEPT. Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 335 Hill Road New York Meryl Kramer Southold, NY 11971 Meryl Kramer Architect PO Box 683 Greenport, New York 11944 meryl@mkarchitect.com Compliance: 5.5%Better Than Code Maximum UA: 563 Your UA: 532 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envel-ope Ass Vies lies ................. Ceiling (Roof Deck): Flat Ceiling or Scissor Truss 71 32.4 1.6 0.032 2 Roof: Flat Ceiling or Scissor Truss 1,095 30.0 2.5 0.032 35 Roof: Cathedral Ceiling (no attic) 1,310 32.4 2.5 0.029 38 North Exterior Wall 2x6:Wood Frame, 16" o.c. 260 21.0 5.3 0.042 8 Orientation: Front Casement Windows: Wood Frame 5 0.330 2 SHGC: 0.27 Orientation: Front . Doulblq,Hurig Windows: Wood Frame 56 0.340 19 SHGC: 0.27 Orientation: Front North Exterior Wall 2x4:Wood Frame, 16" o.c. 473 15.0 5.3 0.052 19 Orientation: Front Entry Door: Solid Door(under 50%glazing) 36 0.380 14 Orientation: Front Casement Windows: Wood Frame 71 0.330 23 SHGC: 0.27 Orientation: Front West Exterior Wall 2xI Wood Frame, 16" D.C. 332 21.0 5.3 0.042 14 Orientation: Right side Casement Windows: Wood Frame 10 0.330 3 SHGC: 0.27 Orientation: Right side Project Title: McCarthy O'hea Report date: 10/14/20 Data filename: Pagel of 2 Town Hall Annex Michael J.Domino,President 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 , Glenn Goldsmith Southold,New York 11971 w � � S A. Nicholas Krupski Telephone (631) 765-1892 Greg Williams , II����� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 7, 2018 Jeffrey Patanjo P.O. Box 582 Bohemia, NY 11716 RE: 335 HILL LLC 335 HILL ROAD, SOUTHOLD SCTM#: 1000-70-4-31 Dear Mr. Patanjo: The Southold Town Board of Trustees reviewed your letter dated October 27, 2018 and the site plan prepared by Meryl Kramer, Architect dated September 25, 2018, and determined that the proposed construction of a second story house addition and associated deck improvements are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing,, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation. within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Di vr°jon of Privironnwilt,-a&Permits,Region 1 'itrNltl „ Sk-liv Htook."i, (;irdc Rood.stony Brook,NY 11790 P (631)444 0365 IF (631)444 0360 dv iv^.,Jrnyepw LETTER OF NO NJURI DICTION. TIDAL WETLANDS AC's` November 6, 2018 John McCarthy-O'Hea Re: 1-4738-04515/00002 4 Peter Cooper Rd.#9F McCarthy-O'Hea Property New York, NY 10010 35 Hill Rd.,Southold SCTM# 1000-70-4-31 Dear Applicant; Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that the portion of the property located landward of the line labeled"100' WETLAND BUFFER"that is shown as a silt fence,which exceeds ten feet above mean sea level in elevation, as shown on the site plan prepared by Meryl Kramer,dated 9/25/18,which is based on the survey prepared by John Gerd Heidecker,dated 8/29/18, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 66 1)no permit is required under the Tidal Wetlands Act,and check# 185 for$200.00 is being returned to you since application fees do not apply to jurisdictional determinations. Please be advised, however,that no construction, sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. Itis your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, ~i`o- r .vans KK/file Reg tal Permit Administrator cc: Habitat-TW J.Patanjo w taaK Department of Environmental Conservation m moi o � c o 0 a o 0 0 N N w a m v 0 c H m vl v m r U ■ a V d v�X z lL X0 V aW Y c 0 0 W v' rn a � N r Y d U U U W� "ccs rn Aa O� ® :2 KD oZ O z m O M O F lA cn n m o Z cA Y d fm o m o � m o O Z a U 2 U COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT Project Name: RESIDENCE @ N/S/O 335 HILL RD 205' E/O HARPER RD Health Services Reference#: R10180101-ZEC SCTM#: 1000070000400031000 Revision#: 0 The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan) expires three(3) years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable) for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred„ or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences(Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling. This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. This can be done by calling the department at(631)852- 5754„ or through the ACA Portal at in 's' In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections mast be confirmed by calling (631) 8525700 between 8:30a.m,and g:30 a.m., the morning of the inspection. Article ill of the Code, "Septic Industry Iusinesses," r°equires that a/l installers of septic systems within shall possess a valid license from the Office of Consumer°affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor,with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 P UI A W N r A p C i N D D 9 A N-03DtJ NN3Nt1 I� �tJI^,Z1 A333 R�iDm` S2 N m TJ�Nm m2mm vJ V! z Z n D II''''II''''11 Itl'1 3�y 3y3y -D m '1Z H(I% M mgHC. 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Ranaloa D� naarc'crncti, are ,xaE Frno: Email:tahir@Optonline.net R18044 1/512019 1'=39 SP 1 OF 1 -3/ 1000 - 70. - 4 -30 Lf5363 N/0/F BAY MLA DEN IMPROVED - P 0 �z� °Zz N o 1-lv PUBLIC WATER ,Q / � /� If� Issue Date: set: 3 9/25/18 DEC NJ LETTER .� U6/29/20 Design Revisions --t 7/30/20 Septic Redesign 071 8/7/20 For Structral Engineer ^V Q 7 / 01 9/24/20 Client Submission \ k3/\anS) I���•v�" ----- SOIL ° I 9/24/20 Permit h Q��Q) 1�Q•L�Z PROPOSED DRYWELL,TYP. STOCKPILE I I r OF 3 I N-__--_—_--EXISTING UNDERGROUND GAS LINE-TO REMAIN \ I l DWI GAS __-_._-GAS O10 M I CONCRETE z SCTM #1000 - 70. - 4 - 31I — _._. -- �,/� ETBACK Yo I �- \ ' WASHO'UTAR�EA W P R I I Y I AR 1 _ — — 2 I 10NIIN / ' 1 DW3 O fT I ROPOSED f D ARCy O CTI OOD�DECK' fIROPOSED GRAVEL DR] VEWAY� I I � O l I ILA a 00 � . a I >2 LIN OF EXIST. DRIVEWAY ► " I 1 �a I r \ E REMOVED >s T l 0� 0 ED o LU ,o r' r— — s - - - - D I U) 2480 rri0 / -ww11 D V� Z o �P� O I 1 y = �F NE r- 2 O XISTING .0 - RfS I O M C n a I _ -:::WDECK— N T REMAIN I l ° co I a �, � "� ' �� -�C)f ----- - � EXISTING UNDERGROUND WATER LINE-TO REMAIN �► 0 11g' O O I rn _ o ------ - WATER--------- ----------- -- ------� O O 00 -- -- -- -- — Drawing Legend: N — — -- — — ® C Wall To Be Removed CD — I 2 I O I Wall To Remain PROPOSED SEPTIC SYSTEM New Wall w ' SEE APPROVED SCHD PLAN New Foundation Wall II' 5.0' �l -------- Lines Above / I Lines Below I 2 al ! U f — — Guidelines o UJ w EXIST.SEPTIC ` I Cn TO BE REMOVED Fence O O a DoorTag ag TEST HOLE LOCATION o w a 11 O 4 � I i� N / Ia- 0 ' I \\ \ I Window Tag / ( 1 GANGWAY PIER a 1 a i— \ I Axxx'lj Section X, J Sheet A-XXX r N I rn - - kl o I I I NN <xxx � Detail Tag o OV D7, ROVlDz EFW EI / O O UNDE_TOERGROl1VE,1 1 C2%2 T' Elevation T ag `—T SRREwOVEa PROPOSED 7.5'x5.0' VICE O X OUTDOOR SHOWER — SILT FENCE PROPOSED 18.75'x5.0' x x Interior Elevation Tag DW2 BASEMENT ACESS STAIR � � O — — EXIST. BILCO DOOR Cal ' __ — TO BE REMOVED — _-- — M 1110C IV(3 ° S o 1000 - 70. - 4 - 32 1 .QRZ N/0/F VINCENT C. & DONNA A. DALEY (X3A2dns) �L8 ' MERYL KRAM ER (033(3) 199. LIZ IMPROVED - PUBLIC WATER a r c h i t e c t RA Site Plan 260 HORTONS LANE 1 Scale: 1" = 10'-0" POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 GRADE NOTES. 6 3 1 - 4 7 7 - 8 7 3 6 .I C? CONCRETE DOME OR SLAB TOP 'PRECAST TRAFFIC BEARING 1.SITE PLAN INFORMATION BASED ON SURVEY DATED AUGUST 29 2018 BYJOHN GERD HEIDECKER LAND SURVEYOR NYS LICENSE#050719 m k a r c h i t e c t c o m .. N 1. LOCATION OF CURRENT SEPTIC TANK VERIFIED BY TOWN OF SOUTHOLD SEPTIC PERMIT 1072-R ISSUED 4/5/89 SDR 35 PVC INLET PIPE\ TOP OF DRYWELL �8'-0^MAX, C.to C. SEE PLAN FOR PIPE SIZE SEE PLAN FOR ELEVATION 2. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM .. K e` F o LL E UNDERGROUND UTILITIES ARE BASED ON OWNERS REPORTS AND ARE APPROXIMATE, CONTRACTOR SHALL CALL 811 AND HAVE THEIR EXACT LOCATIONS VERIFIED AND MARKED. SDR 3 PVC �I _�. �� „ ."" 5 4__�i � 4.SCWA-WATER VERIFICATION REQUEST(9/4/18)-ALL PROPERTIES WITHIN 150'ARE CONNECTED TO PUBLIC WATER j� � �.<`m =LL OVERFLOW PIPE PRECAST CONCRETE STORM DRAIN RING 1 _ �T D Dj � n i—A 111­11 1 � 2 - GEIGHT& DIAMETER AS INDICATED ON PLAN SEE PLAN FOR PIPE SIZE7;11�1 McCarthy0 Hea -.111BACKFILL 3'-0" MIN.AROUND DRYWELL 335 Southold,Hill Rad PERSPECTIVE VIEW - w/ 11/4" - 11/2"MEDIUM COARSE SAND/GRAVEL ROOF DRAINAGE CALCULATIONS --- - scTM# 1000-70-4-31 Brown loam OL Y 11971 SCTM# 1000-70-04-32 PROPERTY DRAINAGE AREA CONSIDERED DRAINAGE REQUIRED DRAINAGE PROVIDED(MIN.) 335 HILL DRIVE 36" MINIMUM 2 x 2 - ADDRESS Brown silt ML SOUTHOLD NY 11971 MAIN HOUSE ROOF-2,874sf 2874sfx 1x.167=480cf -------- 2' FENCE POST (existing+proposed) _ ZONING R40 ((1)6'DEEP X 8'DIA.=6 LF((DW-1) lr TOTAL 467cf/42.2=12 LF (1)2'DEEP X 8'DIA.=2 LF(DW-2) (1 5'DEEP X 8'DIA.=5 LF(DW-3 WOVEN WIRE FENCE i � � � � � � � � � � � ALLOWABLE- 35' (6 x 6 - 10110 WWF) �' BUILDING HEIGHT z � ACTUAL-24' NOTES: 1)100%COEFFICIENT OF RUNOFF CALCULATED FILTER CLOTH c ENERGY CODECOMPLIES WITH 2015 IECC 2)2"RAINFALL CONSIDERED e N Pale brown fine sand SP SCOpF ql o LOT COVERAGE LOT SIZE 25,970 Sf Site Plan V� EMBED FILTER CLOTH j GRADE N Allowable Lot Coverage-20% MIN. 6" INTO GROUND z GROUND WATER LINE _ _ (25,970 sf)X(.2) 5,194 Sf io NON �. - EXISTING LOT COVERAGE -RATEABLE SOIL NOTE: Existing Dwelling(inc.garage)- 2,459sf MAXIMUM DRAINAGE AREA Existing Deck- 551sf -------- 13.5' 1/2 ACRE f 100 LINEAR FEET Existing Covered Porch- 168sf TOTAL- 3,178sf O (12 2%) Water in pale brown fine sand SP Q0 PROPOSED LOT COVERAGE SCALE:As Noted CLEAN MEDIUM Proposed Dwelling(inc.garage) 2,340sf 17' 3 ZtFenceCOARSE FILL SAND&GRAVEL-RATEABLE SOIL Proposed Decks- 1,042sf 0 Scale CLEAN MEDIUM COARSE BACKFILL Proposed Covered Porch- 428sf Comments: Water encountered 13.6'below surface TOTAL 3,810sf (14.7%) TEST HOLE DATA SUPPLIED BY MODONALD GEOSCIENCE SEPTEMBER 6, 2018 A-001 2 Precast Concrete Dr well Not to Scale © 2020 Meryl Kramer Architect All Rights Reserved ' GIRDERAS SPECIFIED GENERAL NOTES: MASONRY NOTES: FOUNDATION NOTES: Issue Date: Set: 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 1- MASONRY WORK SHALL COMPLY WITH THE NEW YORK STATE UNIFORM CODE, THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO 8/7/20 For Structral Engineer BLOCKING PER ACCORDANCE WITH THE NEW YORK STATE UNIFORM SECTION R606 THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 9/24/20 Permit MANUFACTURES SPEC. "� BUILDING CODE,AND THE NEW YORK STATE ENERGY JOIST AS SPECIFIED CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-MORTAR AND GROUT MATERIALS 1- ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. • 2.1-PORTLAND CEMENT:ASTM C 150,TYPE 1 GRAY METAL HANGER PER 1 ;..L, 2.2-HYDRATED LIME:ASTM C 207,TYPES S 2-ALL REBAR ASTM A-615 GRADE 60. MANUFACTURES SPEC. (1)CS18 METAL 2.3-MASONRY CEMENT:ASTM C 91,TYPE S STRAP PER STUD w/ 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 2.4-GROUT COARSE AGGREGATE:ASTM C 404C 3/8" 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE (1)CS18 METAL STRAP PER ; (8)8D COMMON VERIFIED BY CONTRACTOR(S)PRIOR TO START OF 2.5-MORTAR:ASTM C 270,TYPE S, USING THE PROPORTION SPECIFICATION INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. STUD w/(8)8D COMMON NAILS PER END CONSTRUCTION AND ORDERING OF MATERIALS. THIS 2.6-GROUT:3000 PSI STRENGTH AT 28 DAYS 8-10 INCHES SLUMP PREMIXED Typical Joist Hanger NAILS PER 12"END LENGTH e FOUNDATION HAS BEEN DESIGNED FOR A SOIL IN ACCORDANCE WITH ASTM C 94 OR MIXED IN ACCORDANCE WITH ASTM C 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" 1 Not To Sole BEARING CAPACITY OF TWO(2)TSF AND GRADES 476,COARSE GROUT. BELOW THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH • LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. THESE CONDITIONS ARE MET. ALL FILL BENEATH 3-MASONRY MATERIALS CONCRETE SLABS TO BE COMPACTED TO 95H 3.1-SOLID LOAD BEARTING UNITS:ASTM C 90,NORMAL WEIGHT 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. 3/4"ANCHOR BOLTS RELATIVE DENSITY. 4-REINFORCING MATERIALS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RAFTER @ 32"O.C.(TYP.) 4.1-REINFORCING STEEL:ASTM A 615 60 KSI STEEL YIELD GRADE, RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. DEFORMAED STEEL BARS. (1)SIMPSON H2A STRAP PER 3. PROVIDE FLASHING AT ALL ROOF BREAKS, 4.2-JOINT REINFORCING STEEL:ASTM A 951,#9 GAUGE WIRE,LADDER TYPE, 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING RAFTER w/(12)8d COMMON NAILS CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS SPACED VERT. MAXIMUM OF 16"D.C. EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAYAND/OR ORGANIC MATERIAL. AND DECKS ETC.. WALL PLATES MASONRY WALL 5-THE MIN.REQUIRED COMPRESSIVE STRENGTH OF MASONRY.F rn,SHALL BE 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. (s'GF�EO ARC'/y/ 4. DO NOT SCALE DRAWINGS. 1500 PSI,U.N.O. L KIZ4 STUD WALL 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MINIMUM. 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. INSPECTION,SUPERVISION,OR ADMINISTRATION OF Rafter/Plate/Stu onrection , STATE THIS CONSTRUCTION PROJECT. FEDERAL11-BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6" ;.. •>r Z 3/4"ANCHOR BOLT LIFTS TO 95%OF MAXIMUM DRY DENSITY. Not To Scale , @ 32"O.C.(TYPICAL) AND LOCAL ZONING AND BUILDING CODE COMPLIANCE �' •y�, O?4802 �Q • SHALL BE THE RESPONSIBILITY OF THE 12"FROM CORNERS First Floor ill Anchors 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH N0.5 �OF NES • 8 Not To Scale CONTRACTOR. REBAR DOWELS. e• �'• 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SUGGESTED UNDERPINNING PROCEDURES: FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED ASA CONTRACT BETWEEN BUILDER AND A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. OWNER. f. WALL STUD B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. 7. THIS STRUCTURE HAS BEEN DESIGNED IN INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE Drawing Legend: kz 7 Header & Post Tie Downs AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS [ _ _ _ _ _ _ Wall To Be Removed Not To Scale 8. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY. Wall To Remain FLOOR JOIST D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL A KEY WAY New Wall BETWEEN SECTIONS.ALLOW 7 DAYS CURING,, ROOF SHEATHING NAILING SCHEDULE New Foundation Wall ALL 1/2"EXTERIOR PLYWOOD WALL SHEATHING F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. 4"Vent Thru Roof -______- Lines Above Zone 1 Zone 2 Zone 3 TO BE SECURED WITH 8D COMMON NAILS-2 1/2" ROOF G)DURING THE UNDERPINNING PROCEDURE, MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE ------------ Lines Below WALL STUD X 10 1/2"GA.,PATTERN AS INDICATED ABOVE MOVEMENT AND/OR CRACKS. NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. � -•-•----- Guidelines FIELD 12"O.C. 4"O.C. 3"O.C. FOR ADDITIONAL STRUCTURAL NAILING (1)CS18 METAL REQUIREMENTS, FEFER TO"FASTENING 2" _- ---- 2" 13-DOWEL TO EXISTING FOUNDATION WALL WITH N0.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR -----•----- Fence STRAP PER STUD EDGE 6"O.C. 4"O.C. 3"O.C. r_--r'-- I r I THREE FEET FROM NEW WALL. SCHEDULE FOR STRUCTURAL MEMBERS"-NEW I I I r w/(8)8D COMMON YORK STATE CODE BOOK. (2" 11 1/2 1 v2" 1 2" 1 2" 12" 1,1/2" 1 101 Door Tag NAILS PER END I I 1 <. 111/2' VERTICAL RE-BAR IN POURED CONCRETE FOUNDATION AS FOLLOWS: LAV. LAV. LAV. 1 8'-0"H.FDTN.WALL- (2)#5 REBAR @ 36"O.C. 9'-0"H.FDTN.WALL-(2)#5 REBAR @ 36"O.C. r. n " n 1 4"Vent 101 Stud Straps @ Second Floor Box �4-0, I, 4�I O �4�-0 �4�'O" �4,'O" �I,4-0n I, TUB SHOWER w C W C SHOWER 2ND Thru Roof 10'-0"H.FDTN.WALL-(2)#5 REBAR @ 36"O.C. Window Tag 3 Not To Scale -'r -'r �'r �'r '�-'C FLOOR ROOF 3" 1 1/2" 3" 2" 2" 2" 3" 1 1/2" 14-24 " MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED Q NEW NEW -j Section X, 3 2 3 3 2 3 3 2 2 3 C O C•O• Sheet A-XXX MASTER- BATHROOM ` FRAMING NOTES: BATHROOM #3 THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO MIN. 2" xx Detail Tag 2 2" THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. N. _ _---- 1 4 4" 1 -----1- ., T -'1 -"� r j WOOD FRAMING AXXX Elevation Tag 1 1/2"{ 2„ 1 12., 11 1/2" 12„ 2., I r2' 1 1/2" 1 1/2" 0 I I I 2 1 2 2 1 2 2 1 1 2 SINK LAV. { LAV. 1 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: x �W W�• W WC• I FB=900 PSI BEAM (2)1/2"DIA. F.A.I. {�----� TUB SHOWER 1ST x O x THROUGH BOLTS FLOOR FV=180 PSI Axxx Interior Elevation Tag FC PERP=625 PSI - -- w/WASHERS 1 1/2" 2„ 2.. 3" 3„ 2, 2.. 3„ 2' E= 1,600,000 PSI x 5 1 2" - HOUSE I 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: DECK POST- / C.O. TRAP 3„ MIN. 3 2 3 3 2 3 3 2 2 3 FB=2,900 PSI NEW MODIFIED NEW EXISTING FV=290 PSI CONNECTO KITCHEN BATHROOM LAUNDRY BATHROOM FC PERP=650 PSI Gable Roof Plan:10 to 45 degrees Gable Roof Plan:0 to 10 degrees APPROVED #2 #1 E=2,000,000 PSI SANITARY SYSTEM BASEMENT 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SIMPSON ABU66 POST BASE w/5/8"A.B. FB=2,800 PSI FV=290 PSI l ; 1 w/8"MIN. EMBEDMENT 9 Sim Roof Simplified Rf Sheathin Nailing Schedule PLUMBING RISER DIAGRAM FC PERP 740 PSI p g E=2,100,000 PSI p Not To Scale Scale: N.T.S. M E R Y L K R A M E R CONC. PIER 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM a r c h i t e c t a 4 L o a SPECIFICATIONS: FB=975 PSI FV=175 PSI - -- FC PERP=565 PSI Deck Ra lling/Post Anchor LIGHT WOOD-FRAME WALL E= 1,600,000 PSI 2 6 0 HORTONS LANE 4 Not To Scale 101 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN POST OFFICE BOX 1 6 0 0 DRILL 2•DIAMETER x 1•DEEP PLACE STRONG-WALL®WOOD PLYWOOD OPENINGS ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. S O U T H O L D, NY 1 1 9 7 1 Mona No. w(n.) H(Hn.) ANCHOR BOLTS TOTAL WALL HOLE OR NOTCH 2"x2•x1•DEEP SHE•ARWALL OVER THREADED PROTECTION;THICKNESS QUANTITY DIA. In. W13GHT(Ib.) MAX IN SHEATHING do RIM RODS AND SECURE WITH HEX 36'MAXIMUM WOOD ATTACH Wsw-Tow PLATES(PROMDED)TO DEPENDS ON WINDOW OPENING 6.ALL STRAPS,CONNECTORS, PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL.DESIGNATED 6 3 1 - 4 7 7 - 8 7 3 6 WSY24x9 24 1 s 2 1 245 JOIST.SET LOWER NUT FLUSH NUTS(PROMDED).USE 14fe SHIM. FOR SHIMS FRAMING AND WSW PANEL BOTH SIDES WIDTH(1) CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL WITH TOP OF SHEATHING.MSW WRENCH FOR �'NUT AND GREATER THAN W. USING 10d)Of NAILS MIN. FOR ALTERNATE m k a r c h i t e c t c o m CS18 METAL STRAPS SHEAR FLUSH &LL PLATE SHALL :• ; Vf WRENCH FOR 1•NUT. SEE 9/WSWL CONNECTION SEE 7/MSW2. CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. w/(8)8D COMMON NM' SIT FLUSH dt LEVEL.ON NUTS NUTS SHALL BE SNUG TIGHT. 1. FOR HEIGHTS NOT USTED,GHT ORDER THE NEXT TALLEST PANG AND TRIM TO FlT. 7.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING NAILS PER 12"END MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74Ye•. :•: LENGTH 2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS,TWO STANDARD HEX •• ALIGN W5W-TOW OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. NUTS,TWO STRUCTURAL WASHERS, TWO WSW-TOW PLATES AND INSTALLATION RAFTER INSTRUCTIONS • • , BEOW STRONG-WALL �TOP PLATES ' �� OF�KAIES WITH NUTS AND WASHERS MAY FIELD). • 3. ALL PANELS ARE 3}� THICK. ��SHEARwALL WITH BO7rOM NOTE: IN LIEU OF SCREWS,LUGS BLOCKING 3• IN. WOOD FURRINGRROCK BE USED 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 10D V ,;� 2•MIN (REQUIRED FOR COMMON NAILS 6"O.C. EDGES AND 12"O.C.FIELD. 516•-5)¢•FRAMING RIDGE BEAM COUPLER NUT AND •' EXISTING CONCRETE: Y MIN. 3'MIN. MEMBERS) SEE THREADED RODS A ''. ��; SIMPsoN 1•DIA X 9.75•MINIMUM SDSY X• DETTAIL 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. EMBEDMENT CARBON-STEEL STRONG-BOLT 2 WEDGE ANCHOR 10.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 100 COMMONS Ps To RIM INTERIOR ELEVATION McCarthy cCa�.•�•by OI u ea (Nor FRONDED)- 11.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. '1/1 VV 1 ` n Rafter Straps STRONG-WALL® smQNG-WALL® FRAMI G5 Not To Scale 335 Hill Road WOOD SHEARWALL WOW l 12.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. :: WSW SHEAR TRANSFER 3"No.8 SCREWS 12"O.C. Southold, NY 11971 PLATE (PROVIDED 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 ® W,H WSW-11m SCTM# 1000-70-04-32 1 STRONG-WALL WSW MODELS LOCKING SECTION SEC11ON STAINLESS STEEL. RIM JOIST 4x FRAMING 6x FRAMING WASHER(TYP.) 1 WOOD BEAM JOIST HANGER FOR 516•-5Y FRAMING, ATTACH DFL, SP OR SOL WOOD FURRING 14.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. LTP4 SPACING (IF REQUIRED) BLOCK BETWEEN WSW PANEL AND WSW-TOW WITH SDS Y7x3r • BY OTHERS SCREWS(MIN.)OR 16d COMMON NAILS(8 TOTAL FASTENERS FOR "� J' INSTALL SDS Y470'SCREWS WSW12, 10 FOR WSWIB AND 14 FOR WSW24). MINIMUM BLOCK SIZE 1/2'PLYWOOD STEEL `� • (MIN.)FROM THE TOP SIDEi III 1/4"THICK PLATE 4x SHIM OF THE PLATES PER QTY. a • ..•. IS 1-•x113Cx WSW PANEL WIDTH. • FLOOR FRAMING AT BLOCK AND SPACING REQUIREMENTS ��: �•:' �- �'•: 2'-0.OC MAX WHERE GLASS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 DETAILED IN 8/WSW1 ..' L;; FRAMING Is PARALLEL 4 STANDARD TOP CONNECTION HSS4x4x1/4 .' :1.:. SHEAR 1. • TO wALt. INSTALL ►y _FpW ALTERNATE CONNECTION KIT 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. STEEL COLUMN OTHERSS((LTP4 OF EACH END IOFB• MODEL NO. FASTENER QUANTITY : FULL-HEIGHT : SHOWN) WSW.BLOCKING DEPTH SO n SOS Y4 x8• PLASTIC-COATED 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. 4x SHIM BLOC( BCY�Oh FRAMING EXTERIOR ELEVATION SECTION FRAM�A ,��� 20, 4 PERMANENT WOOD SCREW Code Sheet SEE 4 ttc 5/THIS WSW-1D124KT 40 8 GLASS ANCHORS 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE SHEET �� WALL WIDTH MODEL NO. CONTENTS PLANS. STRONG-WALL" (in.) MODEL PLYWOOD HSS4x4x1/4 WOOD SHEARwALL EACH KIT CONTAfNS ALIGN WSW-TOW ATTACH WSW-TOW PLATE(PROVIDED)ON ONE 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN 12 WSW-RF-I2KT (1)SHEAR PLATE NOTCHES WTH SIDE ONLY WITH A COMBINATION OF SDS INSTALLNG SDS THAT SCREWS AT STEEL COLUMN 4�" TO 12" SHIM BLOCK 1" TO 4" SHIM BLOCK (2)36•x 18'OR 1•x 18• BOTTOM OF TOP Y,•x6• AND SO /fOl CONNECTOR SCREWS THEM ANGLE THAT PREVENTS FRAMING SUPPORTS. 18 WSW-RF-I8KT THREADED RODS(ASTM A36) PLATES (ORDER SEPARATELY AS WSW-TOW THEM FROM EXITING SIDE OF CRIPPLE SHFJIRWALL,BLOCONG SEE 6 do 7/1YSW2 FOR 2 COUPLER NUTS �� FRAMING; APPROX. AND STRAP BY OTHERS TOP CONNECTION �2;HEAVY HEX NUTS 30 DEGREES(�•) 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC 1/4"THICK PLATE 24 WSW-RF-z4KT INSTAUA71ON INSTRUCTIONS TDF SD �0i1 INy�/,LL STANDARDS. ORDER FIRST FLOOR CONNECTION KIT SEPARATELY. WSW-TOW ON MODEL WSW-RF--KT.EXAMPLE WSW-RF-I8KTEXTERIOR FACE WASHER(TYP.) 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. FULL-HEIGHT FIRST FLOOR AT WOOD FRAMING NOTES: .• 1'DIAMETER I CONCRETE PIER ADJACENT 1. USE WOOD FIRST-FLOOR ALLOWABLE LOAD TABLES � I► I e FRAMING FROM THE STRONG-WALL CATALOG FOR THIS W MAXIMUM BY TE DEEP FURRING NOT 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. SCALE:AS Noted v FOR 8'7D 12'BLOCK DEPTHS BY OTHERS INSTALLATION. WOOD SHIM. FOR COUNIERBORE a 1 4 v ATTACH SIMPSON STRONG-T1EO CS16 STRAPS AT 2• USE ALTERNATE DETAIL 4/WSW2 TO ACHIEVE ��� N SHIMS GREATER ALTERNATE T0P `3"No.8 SCREWS 12"O.C. a' G MAXIMUM ON-CONCRETE ALLOWABLE LOADS THAN �•. SEE STRONG-WALL® CONNECTION A �' e EDGE OF WSW PANEL(EACH SIDE)USING lOdxl)I•NAILS SHIM BLOCK HEIGHTS GREATER THAN III AND UP TO 107: 1rV5W2• REQCUIRED FOR DETAIL A TYPICAL ATTACHMENT OF 3. FOR TWO-STORY STACKED STRONG-WALL WOOD WOOD SHEARWALL 8 NAILS INTO BLOC( SHEARWALLS WITH WDI FLOOR, USE FINISH MATERIAL PLYWOOD OPENINGS PROTECTION To 8 NABS INTO WSW PANEL ALTERNATE DETAIL 4/Wsw2 WOOD-FRAME BUILDING OPTIONAL 1•DIAMEII]BY ATTACHMENT SHIM BLOCK HEIGHTS GREATER THAN 10•AND UP TD 12': STRONG-WALL® 4. FORREGISTEREDHEAR DESIGN PROFESSIONAL SHALL DEIGN SECTION SECTION 1D NAILS INTO BLOCK WOOD SHEARWALL FOR SHEAR TRANSFER FROM RIM JOIST TO SILL Y4 DEEP OOUNTER4RE - 10 NAILS INTO WSW PANG PLATE AND ILL PLATE To FOUNDATION. 4X FRAMING 6x FRAMING A-002 Porch Beam/Column Anchor CRIPPLE WALL ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION 6 Not To Scale 121 TOP OF WALL HEIGHT ADJUSTMENTS 131 FIRST FLOOR AT WOOD FRAMING 15 1 ALTERNATE TOP CONNECTION PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FRAMED BUILDINGS 10 Shear Wall Construction Details © 2020 Meryl Kramer Architect Not To Scale All Rights Reserved Issue Date: Set: 8/7/20 For Structral Engineer 9/24/20 Permit ,��RED ARCy 2020 International Residential Code �5 KR TABLE OF MINIMUM COMPRESSIVE �� q TABLE R301.2(1) NAILING SCHEDULE (WFCM TABLE 3.1 w� �� '�F �� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA "THIS SCHEDULE MEETS THE CRITERIA FOR A STRENGTH OF CONCRETE ITEMS �' -� GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD MEAN THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. PER TABLE R402.2 FOR SEVERE EXPOSURE SNOW LOAD DESIGN DESIGN NDERLAYMEN HAZARDS ANNUAL ROOF FRAMING (psf) SPEED TOPOGRAPHIC SPECIAL WIND-BORNE CATEGORY EATHERIN ROST LIN TERMITE EMP.("F REQUIREMENT EMP.(F" TYPE OR LOCATIONS OF MINIMUM SPECIFIED (m.p.h.) EFFECTS IND REGION DEBRIS ZONE DEPTHNUMBER CONCRETE CONSTRUCTION COMPRESSIVE STENGTH "�� 024302 y© JOINT DESCRIPTION COMMON NAILS NAIL SPACING �` 20 130(ult) NO NO YES C SEVERE 36 INCH MODERATE 11 YES N/A 52.1 (f AT 28 DAYS,psi) OF INE TO HEAVY Rafter to Top Plate(Toe-Nailed) Per Rafter c Ceiling Joist to Top Plate(Toe-Nailed) �6d Per Joist BASEMENT WALLS, FOUNDATIONS&OTHER 2,500 a Ceiling Joist to Parallel Rafter(Face-Nailed) Each Lap 1. AN APPROVED SET OF PLANS WILL BE ON SITE,AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TIMES. Ceiling Joist Laps Over Partitions(Face-Nailed) 7-16d Each Lap CONCRETE NOT EXPOSED TO THE WEATHER 2. DESIGN IS IN ACCORDANCE WITH AMERICAN WOOD COUINCIL(AWC)WFCM-2015"WOOD FRAME CONSTRUCTION Collar Tie to Rafter(Toe-Nailed) 3-8d Per Tie BASEMENT SLABS&INTERIOR SLABS ON 2,500 a MANUAL FOR ONE AND TWO FAMILY DWELLINGS",2015 EDITION. Blocking to Roof Rafter(Toe-Nailed) 2-8d Each End GRADE EXCEPT GARAGE FLOOR SLABS End 3. DESIGN LOAD CALCULATIONS:AS PER SECTION R301.5 Rim Board to Rafter(End Nailed) 2-16d Each EnBASEMENT WALLS,FOUNDATION WALLS, LIVE LOAD=40 p.s.f. (ROOMS OTHER THAN SLEEPING ROOMS) WALL FRAMING EXTERIOR WALLS&OTHER VERTICAL 3,000 b 30 p.s.f.(SLEEPING ROOMS) NUMBER OF 40 p.s.f.(EXTERIOR BALCONIES AND DECKS) JOINT DESCRIPTION COMMON NAILS NAIL SPACING CONCRETE WORK EXPOSED TO THE WEATHER 10 p.s.f.(ATTICS WITHOUT STORAGE),20 p.s.f.(ATTICS WITH LIMITED STORAGE) PORCHES,CARPORT SLABS AND STEPS 3,500 a,b- Drawing Legend: 40 P.S.F.(HABITABLE ATTICS&ATTICS SERVED WITH FIXED STAIRS) J Top Plate to Top Plate(Face-Nailed) 1 Per Foot 4-16d EXPOSED TO THE WEATHER,AND GARAGE Top Plates at Intersections(Face-Nailed) Joints-Each Side [ _ _ _ _ _ _ j Wall To Be Removed DEAD LOAD(OTHER THAN ROOFS)= 10 p.s.f.(ACTUAL WEIGHT OF MATERIALS) Stud to Stud(Face-Nailed) 2-16d 24"o.c. FLOOR SLAB DEAD LOAD FOR ROOFS:AS PER TABLE R301.6 Header to Header(Face-Nailed) 16d 16"ox,Along Edges a.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZINO REFLECTIVE WHITE Wall To Remain SNOW,WIND&SEISMIC LOADING=REFER TO CHART ABOVE. Top or Bottom Plate to Stud(End-Nailed) 2-16d Per Stud Bottom Plate to Floor Joist,Bandjoist, 2-16d 1,2 Per Foot AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED ` New Wall Endjoist or Blocking(Face-Nailed) CONCRETE IN ACCORDANCE WITH FOOTNOTE b. REFLECTIVE PANTON E # 187 b.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENTNew Foundation Wall FLOOR FRAMING BY VOLUME OF CONCRETE)SHALL BE LESS THAN 6%OR MORE THAN % ------ Lines Above GENERAL NOTES : NUMBER of THE CONSTRUCTION TYPE JOINT DESCRIPTION COMMON NAILS NAIL SPACING CLASSIFICATION OF THE ------------ Lines Below THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE Joist to Sill,Top Plate or Girder(Toe-Nailed) Per Joist ALLOWABLE DEFLECTION OF ------ Guidelines Bridging to Joist(Toe-Nailed) 2-6d Each End STRUCTURE UNDER IBC RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS,METHODS, Blocking to Joist(Toe-Nailed) 2-8d Each End STRUCTURAL MEMBERS - - - -- Fence TECHNIQUES,SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. Blocking to Sill or Top Plate(Toe-Nailed) 3-16d Each Block (PER TABLE R301.7 OF IRC) SECTION 602 3-16d ALLOWABLE O Door Tag Ledger Strip to Beam(Face-Nailed) Each Joist 101 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF 3-8d 6 DIAMETER CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS,THE CONTRACTOR Joist on Ledger to Beam(Toe-Nailed) 3-16d Per Joist STRUCTURAL MEMBER DEFLECTION Band Joist to Joist(End-Nailed) Per Joist SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL.SHOULD THE CONTRACTOR Band Joist to Sill or Top Plate(Toe-Nailed) 2-16d 1 Per Foot RAFTERS HAVING SLOPES GREATER THAN L/180 FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK,THE CONTRACTOR SHALL ASSUME A 3 PITCH WITH NO FINISHED CEILINGS 101 ROOF SHEATHING ATTACHED roRAFTERS Window Tag ALL RESPONSIBILITY&LIABILITY ARISING THEREFROM. 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NUMBER OF INTERIOR WALLS 8 PARTITIONS H/180 NOTED OTHERWISE. JOINT DESCRIPTION COMMON NAILS NAIL SPACING FLOORS L/360 Axxx -' Section X, 3. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED INSPECTIONS Structural Panels CEILINGS WITH BRIITLE FINISHES L/360 Sheet A-XXX DURNING THE COURSE OF CONSTRUCTION. Interior Zone Location 8d 6"Edge/12"Field Perimeter Zone Location 8d 6"Ed a/6"Field ALL OTHER STRUCTURAL MEMBERS L/240 4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL g CODE.BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF,SHALL BE CONSTRUCTED Gable Endwall Rake or Rake Truss w/ 8d 6"Edge/6"Field EXTERIOR WALLS:WITH PLASTER H/360 s zx Detail Tag TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS up to 1'overhang OR STUCCO FINISH (, Diagonal Board Sheathing EXTERIOR WALLS:WIND LOADS WITH H/240 SNOW LOADS,WIND&SEISMIC LOADS PER CODE SECTION R301. 1"x6"or 1"x8" 2-8d Per Support OTHER BRITTLE FINISHES x 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED&INSURED ELECTRICIAN. 1"x10"or Wider 3-8d Per Support Axx Elevation Tag ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL FLEXIBLE WALLS:WIND Loaos WITH L/120 FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. CEILING SHEATHING FLExIBLE FwlsHEs 6. ALL PLUMBING WORK SHALL BE INSTALLED BY A LICENSED&INSURED PLUMBER. NUMBER OF EXTERIOR WALLS:WIND LOADS WITH U180 x JOINT DESCRIPTION COMMON NAILS MAIL SPACING FLEXIBLE FINISHES,INTERIOR GYPSUM 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS,CRACKS,AND HOLES WHERE BOARD FINISH REQUIRED ON DOORS,WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. Gypsum Wallboard oo ers 7"Edge/10Field" x x Interior Elevation Tag LINTELS SUPPORTING MASONRY WALLS U600 O 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTEDWALL SHEATHING FLEXIBLE FINISHES X OTHERWISE. NOTE:L=SPAN LENGTH 9. DO NOT SCALE DRAWINGS. NUMBER H=SPAN HEIGHT 10. ALL LUMBER&PLYWOOD MUST BE GRADE STAMPED. JOINT DESCRIPTION COMMON NAILS NAIL SPACING 11. FLOOR,CEILING,ROOF JOISTS,HEADERS&WALL STUDS TO BE DOUG. FIR#2 WITH A MIN. Structural Panels fb=825 s.i. Interior Zone Location 8d 6"Ed a/12"Field 12. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS,PROVIDE HEADERS Perimeter Zone Location 8d 6"Edge/ 12"Field TOP PLATE SPLICE REQUIREMENTS OVER ALL WINDOW, DOOR,ARCHWAY ETC.OPENINGS AS PER THE HEADER SCHEDULE Fiberboard Panels' (WFCM TABLE 3.21) 1/2" 11 ga.galv.roofing nail 3"Ed a/6"Field 13. ALL HEADERS U OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. 11 ga,galy.roofing nail g 1/2' 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. 25132" g 3"Edge/6"Field 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS,BEAMS,OR OTHER 5d Coolers BUILDING MINIMUM SPLICE STROKE Gypsum Wallboard 7"Edge/10"Field Hardboard 8d 6"Edge/12"Field DIMENSION(FT.): LENGTH(FT.): 19 MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. Particleboard Panels 8d (As Per Manufacturer) 12 5 B �� I 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL Diagonal Board Sheathing 0 0 !� STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, 1"x6"or 1"x8" 2-8d Per Support 16 6 BEAMS,OR OTHER MEMBERS BELOW. 1"x10"or Wider 3-8d I Per Support 20 g U) M E R Y L K R A M E R 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1.9E SERIES(OR EQUAL). FLOOR SHEATHING Z BUILDING a r c h it e c t LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, 24 10 NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH JOINT DESCRIPTION COMMON NAILS NAIL SPACING 28 11 STANDARDS AND CODES CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION -- -- T ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS Structural Panels 32 13 DESIGNATION FOR STRUCTURAL PER MANUFACTURER'S SPECIFICATIONS. 1"or Less 8d 6"Edge/12"Fie 18. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. Greater than 1" 1od ld 260 H O R T O N S LANE 6"Edge/12"Field 36 14 COMPONENTS THAT ARE OF 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS - •' 1"x6"or 1"x8"Diagonal Board Sheathing 2-8d Per Support 40 16 TRUSS TYPE CONSTRUCTION POST OFFICE BOX 1 6 0 0 OF ACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS(F'C 3500). 1"x10"or Wider 3-8d Per Support „ REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 50 20 F FLOOR FRAMING, INCLUDING S O U T H O L D, N Y 1 1 9 7 1 Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. 20. ALL FOOTINGS TO BEAR ON UNDISTURBED,WELL COMPACTED GRANULAR SOIL OF If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, 60 24 GIRDERS AND BEAMS 6 3 1 - 4 7 7 - 8 7 3 6 2000 LBS.PER S.F.BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, nailing requirements for structural members shall be doubled,or alternate connectors,such "R" ROOF FRAMING CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING as shear plates,shall be used to maintain the load path. 70 28 m k a r c h i t e c t c o m - WITH ANY MORE WORK. sz 2 80 32 FR FLOOR AND ROOF FRAMING 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS&ONE ON EACH FLOOR When wall sheathing is continuous over connected members,the tabulated number of nails LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. shall be permitted to be reduced to 1-16d nail per foot. 1.TABULATED SPLICE LENGTHS TOP PLATE TO TOP SAMPLE - TITLE 19 NYCRR PART 1265.4 22. KITCHENS&BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. PLATE CONNECTION SHALL NOT HAVE MORE THAN 23. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL,JOIST,ETC.CAVITIES TO BE 2-16d NAILS PER 6 INCHES PLACE ENGINEERED WOOD PLACARD ON INSULATED. 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW LOCATED IN EXPOSURE B OR C OR ADJACENT TO ELECTRICAL METER BOX. WITH GLASS LESS THAN 18"ABOVE FLOOR,THE GLASS IS TO BE TEMPERED, 3.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF MATERIAL WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY&SHALL HAVE A MINIMUM AREA OF 5.7 SQ.FT.WITH A MINIMUM HEIGHT OF 24"&A MINIMUM WIDTH OF 20"WITH ����� O,��� ABOVBOTTOM OOPENINGS OHIGHER THAN 44"ABOVE FLOOR L GRADE ES (FIRST FLOOR WINDOW ONTO GRADECOU DBE 5.0 HEADER RWOODSCHEDULEI�I CfV- ALL MATERIAL TO SQ.FT.OPENING)ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. HAVE A MINIMUM fb OF 825 P.S.I. 3355 Hill Road 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER INTERNATIONAL NOMINAL LUMBER SIZE: SPANS: RESIDENTIAL CODE AND PROVIDE REQUIRED EGRESS BEFORE UTILIZING IT AS LIVING Southold, NY 11971 27. INTERIOR FINIS-IES AS PER OWNER/BUILDER AGREEMENT. (2)2x6 UP TO 4'-0" SCTM# 1000-70-04-32 (2)2X8 4'-0"TO 6'-0" (2)2X10 6-0"TO 8'-0" (2)2X12 8'-0"TO 10'-0" POSTS SHALL BE 4X4(NOMINAL) NOTE:ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING DRAWINGS WILL SUPERCEDE THIS SCHEDULE. Code Sheet SCALE:As Noted A-003 © 2020 Meryl Kramer Architect All Rights Reserved WINDOW NOTES: -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER WINDOW SCHEDULE -CONTRACTOR TO VERIFY R.O.ON WINDOW QUOTE PRIOR TO FRAMING NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO WIDTH RO HEIGHT HARDWARE GLASS REMARKS GR'LLs-s°L Issue Date: set: EXTERIOR GRILLES-PUTTY 8/7/20 For Structral Engineer A 1 Weather Shield (Premium Series) 2830 Awning Ext.-(Dark Bronze) Int.-(Black) 218" 3'0" Contemporary-R.B. INTERIOR GRILLES-SQUARE 9/24/20 Permit -HARDWARE B 1 Weather Shield Premium Series 3240 Double Hun Ext.-(Dark Bronze Int.-(Black) 3'2" 4'0" Contemporary-R.B. -RUSTIC BRONZE-CONTEMPORARY ( ) g ) -(NO LIFT HANDLES ON D.H.) -LOWE GLASS C 1 Weather Shield (Premium Series) (Gang 2) 3260* Double Hung Ext:(Dark Bronze) Int.-(Black) 6151,/4" 6'0" Contemporary-R.B. Tempered 11/2" stud pocket btwn units -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS -* DENOTES EGRESS COMPLIANCE D 1 Weather Shield (Premium Series) (Gang 2) 2620 Custom Ext.-(Dark Bronze) Int:(Black) 5111/4" 2'0" Contemporary-R.B. Tempered 11/2" stud pocket btwn units E 1 Weather Shield (Premium Series) (Gang 3) 3260* Double Hung Ext:(Dark Bronze) Int:(Black) 9'81/4" 610" Contemporary-R.B. Tempered 11/2" stud pocket btwn units F 1 Weather Shield (Premium Series) 2426 Double Hung Ext:(Dark Bronze) Int:(Black) 214" 216" Contemporary-R.B. G 1 Weather Shield (Premium Series) 2030 Casement EA.-(Dark Bronze) Int:(Black) 210" 310" Contemporary-R.B. Tempered H 1 Weather Shield (Premium Series) (Gang 5) 2836 Custom Ext.-(Dark Bronze) Int.-(Black) 13181/4" 316" Contemporary-R.B. 11/2" stud pocket btwn units / r 1 Weather Shield (Premium Series) (Gang 2) 2836 Casement Ext:(Dark Bronze) Int.-(Black) 5'51/4" 316" Contemporary-R.B. 11/2" stud pocket btwn units EXTERIOR INTERIOR ED A/ZCy J 1 Weather Shield (Premium Series) 3036 Casement Ext. Dark Bronze) Int.-(Black) 310" 316" Contemporary-R.B. CEDAR SHINGLE SIDINGcTYP,) t I t. K a,y , C, K1 1 Weather Shield (Premium Series) (Gang 2) 3036 Casement Ext:(Dark Bronze) Int:(Black) 6111,/4" 316" Contemporary-R.B. Tempered 11/2" stud pocket btwn units cc L.C.C.CAP FLASHING(TYP. 7 INTERIOR CASING K2 1 Weather Shield (Premium Series) (Gang 2) 3036 Casement Ext.-(Dark Bronze) Int:(Black) 6'11/4" 3'6" Contemporary-R.B. 11./2" stud pocket btwn units I a TBD I N { L 1 Weather Shield (Premium Series) 3036 Casement Ext.-(Dark Bronze) Int:(Black) 2'0" 2'6" Contemporary-R.B. I 5/4x CEDAR CASING(TYP.) 9j� o2aao2 yob u I OF NES -6-8"A.F.F_ M 4 Weather Shield (Premium Series) Awning 2'8" 1'4" Contemporary-R.B. Basement replacement windows I - - - - - - - - - - - I i _FI ELDAPP LIED EXTENSION JAMB EXTERIOR DOOR NOTES: EXTERIOR` QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TOI i PLACING ORDER i z -CONTRACTOR TO VERIFY R.O.ON DOOR QUOTE PRIOR TO FRAMING NEW WINDOW UNIT o Drawing Legend: ROUGH OPENING UNIT SIZE LoWEGLASs ( (DOUBLE HUNG SHOWN) I _ _ _ _ ! Wall To Be Removed NO. QUANTITY MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Height Width Heiciht Thickness REMARKS HARDWAREOIL RUBBED BRONZE-SQUARE PLATE Wall ToRemain -ENTRANCE DOOR HARDWARE T.B.D. BY OWNER I I New Wall 0 1 Weather Shield (Premium Series) 6010 Slider 612 1/2" 6110 1,/2" -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS I i New Foundation Wall L.C.C.SILL PAN(TYP.) l I ________ Lines Above Mahogany - Square sticking- Flat panel- ' 1a 1 Simpson 37482 Swing Simple Finish T.B.D. 318" 6'101/2" (SDL) Upper glass panel height to I I ------------ Lines Below align W/sidelight DLO �_~" -----•--- Guidelines CEDAR HISTORIC SILL(TYP.) ( — — — -- Fence -� \ ' 101 Mahogany - Square sticking- Flat panel- DoorTag Finish T.B.D.1b 1 Simpson 37720 Swing Simple 210" 6'10 /2" (SDL) Upper glass panel height to align w/ (1a) DLO I k - I 101 Window Tag Dark Bronze w/ Frosted Glass91011 " 2 1 �Clopay Avante Overhead 816B Height T.B.D. in field (See 1/A-200) _ I I ^- ; Axxx -� Section X, I Mahogany Finish T.B.D. � " r " Sheet A-XXX 3 1 Simpson 37482 Swing Simple g y- 3 2 6101/2 Square sticking- Flat panel - (SDL) 4 1 Weather Shield (Premium Series) 151080 Slider Ext.-(Dark Bronze) Int:(Black) 15'10" 8'01/2" Low-Profile Sill (See 2/A-004) ! � �__ Detail Tag 5 1 Weather Shield (Premium Series) 12280 (XOS) Slider Ext.-(Dark Bronze) Int.-(Black) 12'21/2" 8'01/2" Low-Profile Sill (See 2/A-004) Axx Elevation Tag 6 1 Weather Shield (Premium Series) 1-27610 Swing Simple(Dark Bronze) Int:(Black) 2'71,/8" 6'101/2" Low-Profile Sill (See 2/A-004) Similar 1 Section Det�ai - T picalWindow X Scale: 2" = 1' x Axxx x Interior Elevation Tag Ext.-(Dark Bronze) Int.-(Black) Low-Profile Sill (See 2/A-004) 7 1 Weather Shield (Premium Series) 1-27610 Swing Simple 2'71,/8" 6'101,/2" Frosted Glass (Confirm w/ owner) X 8 1 Weather Shield (Premium Series) 1110610 Slider Ext.-(Dark Bronze) Int.-(Black) 11'10" 6'101,/2" Low-Profile Sill (See 2/A-004) Similar 9 1 Weather Shield (Premium Series) 122610 (OXS) Slider Ext.-(Dark Bronze) Int.-(Black) 12'21/2" 6'101/2 Low-Profile Sill (See 2/A-004) Similar _ 10 1 Weather Shield (Premium Series) 80610 Slider Ext:(Dark Bronze) Int:(Black) 8'0 3/8" 6'10 1/2" Low-Profile Sill (See 2/A-004) Similar EXTERIOR INTERIOR; INTERIOR DOOR NOTES: 4 I N T E R" 10 S C H ED" U L E ' -QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO CEDAR SHINGLE SIDING(TYP.) I M E R Y L µ K R A M E R PLACING ORDER a r c h i t e c t -CONTRACTOR TO VERIFY R.O. ON DOOR QUOTE PRIOR TO FRAMING I L.C.C.CAP FLASHING(TYP.) INTERIOR CASING ROUGH OPENING UNIT SIZE -sQuAREDooRsroP I T.B.D. I - --- - -HARDWARE NO. QUANTII('Y MANUFACTURER MODEL NO. TYPE FINISH RO Width RO Height Width Height Thickness REMARKS DARK BRONZE(MODEL T.B.D. BY OWNER) ' ` 2 6 0 HORTONS LANE -REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS 6/4 CEDAR CASING(TYP.) 101 1 TruStile TS1000 Swing Bi-part Painted 5'0" 6'8" 13/8" Square sticking- Flat Panel I I POST OFFICE Box 1 6 0 0 Painted ( �Y � SOUTHOLD, NY 1 1971 102 1 TruStile TS1000 Swing Bi-part 5'0" 6'8" 13/8" Square sticking- Flat Panel / FIELD APPLIED 6 3 1 4 7 7 - 8 7 3 6 103 1 TruStile TS1000 Swing Simple Pal nted 214" 618" 13/8" Square sticking- Flat Panel ( NEW SLIDING DOOR UNIT EXTENSION JAMB m k a r c h i t e c t c o m I 104 1 TruStile TS1A00 Swing Simple Painted 218" 618" 13/8" Square sticking- Flat Panel I I z 105 :I TruStile TS1000 Pocket Bi-part Painted 510" 6'8" 13/8" Square sticking- Flat Panel W I a i 0 106 1 TruStile TS1000 Cased Opening Painted 316" 618" 13/8" Square sticking- Flat Panel ' Painted 107 1 TruStile TS1000 Pocket Simple 216" 618" 13/8" Square sticking- Flat Panel L.C.C.SILL PAN I SET FLUSH w/T.O.F.J.(TYP.) I LOW-LOWLE SILL(TYP.) ( 108 1 TruStile TS1000 Swing Simple Painted 2'0" 6'8" 13/8" Square sticking- Flat Panel McCarthy O'Hea FINISH FLOOR Painted 1 " r " " BETWEPROVIDEN JOISTS nn 335 Hill Road 109 1 TruStile TS1000 Swing Simple 18 6 8 13/8 Square sticking- Flat Panel ( BETWEEN FLOOR JOISTS U � �� � �� �� ����� �� � ��'� � �.- --� , T NY 11971 Painted UNDER DOORSILL(TYP.) Southold, 110 1 TruStile TS1000 Swing Simple 2'4" 6'8" 13/8" Square sticking- Flat Panel ( SCTM# 1000-70-04-32 111 1 Cased Opening 510" 618" 0" E ® U) 0 112 1 TruStile TS1000 Swing Simple Painted 214" 618" 13/8" Square sticking- Flat Panel o o I 113 1 Cased Opening 710" 618" 0" ( o TI Painted Y 114 1' TruStile TS1000 Pocket Simple 3'0" 6'8" 13/8" Square sticking- Flat Panel W a 115 1 TruStile TS1000 Swing Simple Painted 2'10" 6'8" 13/8" Square sticking- Flat Panel C.C.SPARY FOAM Window & Door Schedule a AT RIM JOIST(TYP.) 116 1 TruStile` TS1000 Swing Simple Painted 2110" 618" 13/8" Square sticking- Flat Panel 201 1 TruStile TS1000 Swing Simple Painted 216" 618" 13/8" Square sticking- Flat Panel ( TOUNDATIO WALL I 202 1 TruStile TS1000 Swing Simple Painted 216" 618" 13/8" Square sticking- Flat Panel 203 1 TruStile TS1000 Swing Simple Painted 216" 618" 13/8" Square sticking- Flat Panel I I II II'I----11111111== III I'il= Painted n n n — ---- ! Q SCALE:As Noted 204 1 TruStile TS1000 Swing Bi-part 6 0 618H 13/8 Square sticking- Flat Panel 205 1 Cased Opening 218" 618" 0" Square sticking- Flat Panel Painted � " " �= _-- -I ---_— _ I -- -_I 205 1 TruStile TS1000 Swing Simple 2 6 61811 13/8 Square sticking- Flat Panel - - - LL = o / 206 1 TruStile TS1000 Swing Simple Painted 2'8" 6'8" 13/8" Square sticking- Flat Panel A-004 207 1 TruStile TS1000 Swing Simple Painted 216" 6'8" 13/8" Square sticking- Flat Panel 2 Section ?�eai,! - T ical Slidin DoorScale: 2" = 1 -0 208 1 TruStile TS1000 Pocket Simple Painted 2'6" 6'8" 13/8" Square sticking- Flat Panel © 2020 Meryl Kramer Architect All Rights Reserved 2 3 1 SHEAR WALL SCHEDULE Issue Date: Set: -30 -300 20 SW-1 8/7/20 For Structral Engineer SW-2 1/2"THICK PLYWOOD SHEATING 9/24/20 Permit SW_4 w/ 10d NAILS SWC SPACED @ 6"/12"O.C. EDGE/FIELD SW-7 LINE OF NEW WOOD STEPS ABOVE 1/2"THICK PLYWOOD SHEATING I- -T —I- 1- I — -I- j — I T I — T- -1 -- I T —1 — T- -1 — I— T —I— T- � — I— -T —1— T- -I SW-5 w/10d NAILS SPACED @ 3"/12" O.C. EDGE/FIELD � J I— � — _i� —I— + -1 — I- _t + —1 1- � — I— + t- -I- — I— + —1 �- � 2x12 STAIR STRINGERS I @ 16 O.C.(TYP.) I- —I- —I--�—� --� -�� —I — �— — I— � —I — �{— � — I— � —I — � � — I— � —I �� 'I HD-1 SHOSD DOWN SCHEDULE {- -I- -1-_-1- - I - �- -I- -I -{- --I - -I- -I- I --1- --I - -I-- -I- - 1-- -I- -I - -I- -� - I- -I-- --I- -I--- -) HD-2 SIMPSON PERGOLA POST ABOVE TYP. 4 1 4- --�-� 1— — t- -1- E- � A — t- 4 — � � � — �- --I- - 1 --I-- A — t HD-3 SIMPSON MSTC 66 (TYP.) � ___ 1_ gINEOl[WOOTDEC ABOV_ _I — I— � —I — � � - 1— � —I— �,� I .. =L, ; L- K . FRAMING NOTES: w RA G OT >o jy ,/ / ', �' ; j j; / ,j / ' EXISTING DROP GIRDER �y , // , ~ 1. INSPECT EXISTING CMU WALL BELOW NEW POINT LOAD. FLED Aft IF CELLS ARE HOLLOW, FILL WITH GROUT, FULL HEIGHT. ILL w 2. INSPECT EXISTING CMU WALL AT ALL HOLD DOWNS. O\ �,Q'�� K�t! <k\ NEW / / / F w 0 / i/ /• / / '/ '/ /' /; / // ;' NEW(2)P.T.2x10 IF CELLS ARE HOLLOW, FILL WITH GROUT, FULL HEIGHT. �� A / . /' / /' , / , ';'/ �' .'% '/ ,' , ' ' ,'% /,' % /, DROP GIRDER PROVIDE(1)#4 FULL HEIGHT REBAR IN FILLED CELL. g o /', '. ' / , ,!.EXISTING DECK FRAMING TO REMAIN '; / ' / , / /, NEW SEE DTL.4/A-002 3.VERIFY ROUGH OPENING &INEGRETY OF HEADER AT NEW SISTER TO EXITING GIRDER WINDOWS OF EXISTING OPENINGS. 2x12 STAIR STRINGERS N @ 16"O.C.(TYP.) LINE OF NEW WOOD STEPS ABOVE ," / /% / i / '' /' %/"%.- /, ;j,% " / ,j/,/; , '/ / %/ DECK FRAMING _ 9 �2480Z O —1 T - 17 - V/'/ /" / i —/ '/, /moi j,' /� ,/ /,i /. / /�— / /' / /EXISTfN'dDROP GIRDER j ,/- / /';,j , F NESP! f --1 -I- 1- - 1 -1 i- �- A -I- t- -I- -T -I j ---------TYPICALDECK HVAC NOTES: SUPPORTING PIER 0 NEW 6x6 ACQ POST o j%, i i, /" j, ', / j �, ,' = SET ON 10 SONOTUBE 1. EXISTING HVAC EQUIPMENT TO REMAIN. EVALUATE TYPICAL DECK SUPPORTING PIER �f I I I — — l _ —I— - _ I— _ / i /"/ . ' ; / '// �' i';/; /' ' / / %/ ' /N /'. / ' o INEGRETY IN FIELD. NEW 6x6 AC POST I —1— 1 -I I 1 1 I I A I I 1 1 j/ /, i , / /',!, @ /' j / ' / x w/(4)#5 VERTICAL DOWELS, Q - , - N W(2)P.T. 2 10 . - I ' /. //j' !�i /" i i , %/; ',; /,''p / / /, / / / /'/ / / NUI ON BIGFOOT BF24 SET ON 10"SONOTUBE _ —I— -1� (2)IP.T. r J- —1— r �% ;i'i i/ ',j / / i.j/, j j i i / j' '/ /. FOOTING ' , , _ hGlRl , ———— "z / i;', /z /; / / / z 36 MIN. BELOW GRADE w/(4)#5 VERTICAL DOWELS, —— ,o , �-'/ ',' ' /. /, o o / i �' / ' / c_n o i , SEE DTL.4/A-002 i i.'alt�j ' '/ /' / /, /; ' / / i' /�aIN 'i .w // /i' / /" w p SIN ON BIGFOOT BF24 FOOTING 1 j i j,' %.' / ► /' ' q 1 /. , z N Drawing Legend: //' NEW P.T. LEDGER 36" MIN. BELOW GRADE - - - - (�/' i ,' / /,' i, i ' ; IF- ' / . / w / v I~- /' %, ' /,'"/'� / / �' cA �- � p ' to /' ,/. w Io - - - - - - Wall To Be Removed // M �I M ' i ; 0 �1 SECURED w/0.22x5 - - - - - - ` . NEW(2)P.T. 2x10 w / / /";/// j / / iO', w /,'/ 0 / /' / w Wall To Remain ? i / - EXISTR. EXIST:R.O./i / /. SIMPSON SOWS SCREWS AT 16 O.C. x , _ _ ' , DROP GIRDER � ., i --- ------- -" 'J a —� J ; w/ HUC210-2� / ; FLASHING AS REQ. New Wall L _ - _ CONCEALED - _ New Foundation Wall w FLANGE HANGER PROVIDE 1 EXIST. EXIST. v 1z_'------LINE OF EXISTING BASEMENT ACCESS -------- Lines Above COVERED WOOD DECK SUPPORTING PIER > GIRDER HANGER BRACKETI I WASHER DRYER I 0 o FOUNDATION WALL TO BE REMOVED ° ------------ Lines Below NEW 6x6 ACQ POST - SET ON 12"SONOTUBE ¢ o m 1 PATCH CMU FND.WALL AS REQ. ° 1 TO TO x - ---- -- `� - • . W MAIN REMAIN - - - Guidelines w/(4)#5 VERTICAL DOWELS, _ o CRAWL O w N O Fence ON BIGFOOT BF28 FOOTING z o J LAUNDRYSPACE LL 36" MIN, BELOW GRADE oo z o BATH 101 Door Tag w NEW P.T. LEDGER 9.5'x7.75' 9.0x6.0 Li I 0 SECURED w 0.22x5 z ! w 101 Window Tag / - —i- - SIMP, SDWS S REWS AT 16 O.C. OUTDOOR SHOWER SUPPORTING PIER FLASHINGAS REQ. __ _ _� EXISTING(3)2x10 D.G. NEW 4x4 P.T. POST — --- ------- ----------------------------------------- _ - --p — — -- - --- -- A x --� Section X, SET IN POURED CONCRETE w/GRAVEL BASE z z EXIST. R.O. z CMU FND.WALL — Sheet A XXX NEW o 0 o NEW SOLID GROUTED CMU FND.WAL OUTDOOR SHOWER n IN 0- N O °IN w/#4 DOWELS @ 48"O.C. Detail Tag ABOVE � � 2 � � � JOINT REINFORCING LINE OF EX°vTING STAIR xx 4 X10 �l0 X10 EVERY OTHER COURSE TO BE REMOVED NEW E 20 = zI zl 0 zl DOWEL TO EXIST. FOOTING - CRAWL SPACE x g - — BASEMENT Elevation Ta 0o SECURE NEW FND.WALL .. __ .____ j UNFINISHED EXCAVATE EXISTING FOUNDATION �d STORAGE 0 w/24" LONG#5 BARS @ 12" O.C. & PROVIDE x UNFINISHED o DOWEL INTO EXISTING FOUNDATION NEW P.C. 2" RAT SLAB 2 x axxx x Interior Elevation Tag — — x & FOOTING, EPDXY IN PLACE, (TYP.) C3 0 6" EMBEDMENT MIN. -- j j NEW CRAWL SPACE ACCESS z - - 18"x24" MIN. -200 x Ln O - 1 LOCTION T.B.D. IN FIELD X w IF EXISTING (3)2x10 D.G. EXIST.(3)2x10 D.G. 8" 6'-7 3 4" 8" 13'-5 3 4 ,NEW 4"STD PIPE / / �� 8 SET ON 24"x24"x12" P.C. FOOTING (2)�2_LVL FLUSH G RDER M E R Y L K R A M E R w/(3)#5 EACH WAY 1 UP I a r c h i t e c t o @ BOTTOM(TYP.) L_ � ————— � ----- NEW 0 J BASEMENT ----- CRAWL SPACE U_ 2 6 0 H ORTONS LANE o UNFINISHED ----- NEW P.C. 2" RAT SLAB r-iVERIFY EXISTING FOOTING SIZE cxv \\ -- POST OFFICE BOX 1600 MIN.30"x30"x12" z �� SOUTHOLD, NY 1 1 971 SECURE NEW FOUNDATION WALL& FOOTING w/(3) #5 EACH WAY @ BOTTOM ` WITH 24"LONG#5 BARS @ 12"O.C. X NEW STAIR EXISTING 6 3 1 - 4 7 7 - 8 7 3 6 DOWEL INTO EXISTING FOUNDATION &EPDXY IN PLACE, EXISTING w m k a r c h i t e c t c o m 6" EMBEDMENT MIN. 4"STL. COLUMN(TYP.) NEW P A UNEXCAVATED FOUNDATION (TYPICAL FOR ALL CONNECTIONS OF NEW FND.WALL TO EXIST.) FOUNDATION WALL _ EXISTING(3�10 DROP GIRDER oo j SISTER NEW 2x10 EACH SIDE — — — — I- — — -w L- — _J ALIGN 1 I EXISTING NEW w UNEXCAVATED FOUNDATION UNEXCAVATED NEW 0 M U) STONE PATIO ABOVE FOUNDATION BASEMENT O o NEW 4"P.C.SLAB McCarthy O'Hea (ACCESS X o TO MATCH EXISTING 335 Hill Road N 0 Southold, NY 11971 NEW STAIR FOUNDATION WALL STAIR u CUT DOWN EXISTING FND.WALL SEE 2/A-302 o AS REQ SCTM# 1000-70-04-32 z N C7 z { 0) 8 0) 00 SECURE NEW FOUNDATION WALL& FOOTING NEW CODE COMPLIANT HANDRAIL z WITH 24" LONG#5 BARS @ 12"O.C. AS PER 2020 IRC SEC.311 3-g 0 DOWEL INTO EXISTING FOUNDATION & EXISTING ELEC. PANEL NEW OPENING a EPDXY IN PLACE, NEW STONE STEPS =� 6" EMBEDMENT MIN. w/STUCCO RISERS (TYPICAL FOR ALL CONNECTIONS OF NEW - FND. WALL TO EXIST.) Foundation Plan 3 NEW c� o -30 8 FULL DEPTH FOUNDATION 8,. o o - BUILDUP EXISTING FND. 0 WALLAS REQ. NEW 4"P.C.SLABLO I- - - - � z — — — — — — — — — — — — — � DROPPED TOP OF FOUNDATION FOR GARAGE DOOR 00 00I C T DOWN EXISTING FND.WALL AS REQ. SCALE:As Noted NEW FOUNDATION WALL SEE 1/A-302 Ilk Ilk KX -200 A- 100 0 Foundation Plan Scale: 1/4" = 1'-0" N © 2020 Meryl Kramer Architect All Rights Reserved 2 3 1 SHEAR WALL SCHEDULE Issue Date: Set: -30 -300 20 SW-1 8/7/20 For Structral Engineer SW-2 1/2"THICK PLYWOOD SHEATING 9/24/20 Permit SW-3 w/ 10d NAILS SWC SPACED @ 6"/12"O.C. EDGE/FIELD SW-7 NEW WOOD STEPS 1/2"THICK PLYWOOD SHEATING - - - - - - - - -- --- _ - W- - - - - -- - - - - - N @ 3"/12"O.C.SPACEDEDGE/FIELD - - - -r� - - - -- - - - N -- -- - -- - - -- -- - - — HOLD DOWN SCHEDULE -- - - HD-1 SIMPSON MSTC52 - -- ----- 1 - - - __" N HD-2 SIMPSON CS20X36 --- - _- ---i - - -- -- --- iv - HD-3SIMPSON MSTC66 --------- —----- -=-=-=- 6063 ALUMINUM POST 6063 ALUMINUM BEAM 8x8x1%4(TYP.) 6063 ALUMINUM BEAM 8x8x1/4( .) _ _--- _ 8x8x1/4(TYP.) FRAMING NOTES: a SEE DTL. (3/A302) RE ��. _I 1. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL '�� y/ ` ICFtq NEW j EXISTING WOOD DECK j EW # WALLS ABOVE(TYP.) " _-_N x 2.VERIFY ROUGH OPENING &INEGRETY OF HEADER AT QU cc 1�0X NEW WINDOWS OF EXISTING OPENINGS. WOOD DECK TO REMAIN WOOD DECK - I x x I I 2 3.VERIFY ROUGH OPENING &INEGRETY OF HEADER AT � co co I I - - I{ w NEW WINDOWS OF EXISTING OPENINGS.00 --- - - - 02480"1W w WOOD D co } i I Lo �4 NEW pF NES ABOVE - - --- - jz zw j � 1 - Q - - M I I c0 AZDll �" Q Q cfl O 1 1 �-1 SEE DTL.(4/A303) co - - - -- NEW SIMPSON STRONG WALL I WALLFOR CONNECTION TYP. I I - I f / - - WSW24X9 (TYP.) - I NEW SIMP ON LATE HEIGHT -, � NEW WALL'+ -9-0 P LA BEAM _7 NEW 6X6 P t POSTS -_ I I S STRON Drawing Legend: WRAPPED IN 3/4"WD - I WALL Wall To Be Removed ACED(TYP.) SEE(10/A-002) O WSW24X9 EQUALLY SPACED — '- NEW(2)' NEW(3)9 1/2" LVL w/(2)3/8" FLITCH PLATES = NEW(3) 11 1/4" LVL w/(2)3/4" FLITCH PLATS SEE(1O/A-002) Wall To Remain 7 1/4 LVL DROP GIRDER - �" ------- ----- -- - --- --- -- ----- New all w I - ti N W O I I New Foundation Wall NEW _ -1__F_ - -- - - - - N cn I I � ------ Lines Above COVERED PORCH `-! I N ADJUST WALL 1tHICKNESS o cn o I o - �" TO ACCOMOD DOOR HEAD S o ------------ Lines Below AREA OF ROOF DECK ABOVE o I A+E ER o I I - = - - - - SEE DTL(2/A303) --- - - T - - - - Guidelines - - - o J = , - - - -, �% K ABOVE - - - -- Fence AREA OF " , '' ' •''� co �'`� /; AREA F ROOF DEC � ', % .�' .- ' ' o � ', _ I , �' o � � .,'� � 1 ' 'I SEE DTL.(2/A303) 5'-O" I I .< c i �L g -- w NG 000 p I X @1 , / . t'. ; ( / ) sos Door Tag / � / ` IGN C.L. I d I I I %,', I DROPPED FRAMING � / �,, 7 I %/ �' F - FOR FLUSH THRESHOLD0 1H I, / y', �.. I N D�bR j -- -- -- / _ - -� SHOWER ABOVE � % z ��i < I - 1 7 z � o 'S ( , - -- " - p _ Window Ta Tl I g I @ ( � g ( >, ! = 101 g ILL] I "- -- 6 - 0 - -- - w - m O s Q Z - - - f r" p W , r�. %r' XIS R El w ( I c Ji M - v -� m m — 0 m .µ(3) 14 LVL 11_ BEAM 1' t- r � g I- _ `� ' _ - — , �- ` _ � O = --- ---- -,---- ----- 2 Axxx Section X, Q U 1 I M - 7-. to cn n F— - I 4x117 8" LVL HEADER w LLI m - Z) NEW 3 13 - o X � SheetA-XXX y J q \ J J J NEW 1� 1 r ci " z J j = - 'f"s j J w �dj J j �SIMPSON STRONG-TIE OUTDOOR SHOWER T ® cn _ cn > 1_- , - l ,_,, - w > > I I J ,x�-�I--� o Q o@ J I i �_. "i, I , rn" z' ,'�I J W J I CONNECTOR (� L I Detail Tag SEE(5/A303) cs -y - , C? ,,, �t %, ,% 1". % v MGU5.50-SDS M0611FIED w cn I�C ; �_._ . i �_ O �_ I - E 4 _ OF ROOM ❑ w - KAT2 z z i- ! ,� / `� � 20 + iw I(f 'I I Elevation Tag x Lv LINE OF EXISTING STAIR."-! '""'" / 'f' i I w I z 'I o 1 � LIBARARY w WALLS&CHIMNEY - I NEW WOOD FLOOR z TO BE REMOVED, IMI (3) 14" LVL'FLUS BEAM I I x LIN. a PATCH FRAMINGx Axxx xw - PACK OUT WALLAS RE CL. w ,-� 2 Interior Elevation Tag Q. &SHcr THING ASR, v FOR NEW POCKET DOOR fl r-- - Q=- --„--._._-._ I I - 1 I ,' -200 x 00 i / I , ' GREAT R OM I I N co o _ i 9'-0”CEILING EIGHT N w r' I NEW WOOD FLOOR w � _� @ 107 EXIST. I � LL,;F- HD-3 NEW(2) 117/8" LVL HEADER' ;—SW-5 - r+ z ° III I I � I H D-3 0 106 113 I iv EW(3)11 7/8" LVL HEADER M T+ == - -_� a 1 2'-5" 31/2" - 8'-O" 31/2" m Z I - o II 3'-71/2" 3'-21/2" 1 II w _ 1 I 112 UP� goI O � � O DOOR LOCATION w ?=i��.• 11 115 w o T.B.D. IN FIELD o 1 I I NEW 2) 14" LVL FLUSH i o LAUND Y z o M E R Y L K R A M E R N _gam_ x MUDROOM 3 w a r c h it e c t LU I — I o M Z) w LINE OF WALKWAY ABOVE I 3 FLOOR FINISH NEW C5 DEN i 1 J I m I I u T.B.D. BY OWNER WOOD STEP NEW WOOD FLOOR _ J Q cv I ► oo Y O� 0 105 ;I' �. 11 w - I I d - O I; N z � w I , � � O 2 6 0 H ORTONS LANE Lu ' ' N cn __ �__ w �j w POST OFFICE BOX 1600 x NEW(3) 117/8" LVL N I "^ - j �1�0 STAIR HALL I U) � � SET ON TOP OF EXISTING PLATE I '� CATHEDRAL CEILING „ U Q „ , � 0 I� Io 3-6 3-6 _ 12" Ii w 843/8 51/2 13101/4 SOUTHOLD, NY 11971 UNDER KNEE WALL ABOVE z c� w NEW WOOD FLOOR - 6 3 1 - 4 7 7 - 8 7 3 6 NEW GAS FIREPLACE il' LO DOOR&SIDE LIGHT '---_' GARAGE EQ' ALL FRAMING IN THIS R EQ: __-" li I NEW STAIR i z W B rn k a r c h i t e c t c o m TO B CONFIRMED w/OWN R RCH. �= i' N 110 I CENTER IN STAIR HALL I m cnO I x 04�CASE\ 1 i� _ I 1 HD 2 w N - ---- NEW(3) 117/8" LVL ----- -- - -- -- - M - EXIST. R.O. - - -SET-ON TOP OF-EXISTiNG PLATE-- o SHOWER 9 M J 104 NEW(2) 11 7/8" LVL HEADER T � BENCH - -- � _ = I I w HD-3 1b 1a � � �� II I I Oo --- -- r - (2)STUDS Q o l N O Z O Q >I (j Lj �;, ic) �- C° -" COVERED PORCH 0 �; oxo p to BATH #1 c� w N = McCarthy 0 H ea m BASEMENT 103 ' NEW STONE PA�10 m � _ _NEW TILE FLOOR z ACCESS z - NEW PTD PVC CEILING Cf) m w @� 335 Hill Road Z 0 STAIR iv z X p Southold, NY 11971 EXISTING STONE PATIO ILL' NEW STONE PATIO M � SCTM# 1000-70-04-32 o - REMOVE PAVERS& REPLACE W/NEW ''' = w NEW 2x12 CEILING JOISTS NEW(2) 7 1/4"LVL DROP GIRDER -' NEW(2) 117/8" LVL HEADER p w __ @16 O.C. O0- - ------- ------- ------- ------- ------------ 102 iF -- z3 1/2"-1-3 1 2" 18'-4 1/4" 3 1/2" O --- c� n w NEW 4X4 P.T. POSTS N a SET ON ABU POST BASE - i-- w WRAPPED IN 3/4"WD -- -- ------ , BEDROOM #1 ---- J L -------- 00 EQUALLY SPACED(TYP.) First Floor Plan 3 NEW WOOD FLOOR N EQ. EQ. -30 0 0 --t— w LO ¢ w -i— z - NEW(2)2x12 HEADER -- --- - N r SCALE:As Noted ABOVE 1 10'-7 7/8" 10'-7 7/8" -200 25'-113/4" 14'-9 3/4" IH q A- 1 01 62'-11/4" 1 First Floor Plan Scale: 1/4" = 1'-0" EXIST. DWELLING N © 2020 Meryl Kramer Architect All Rights Reserved SHEAR WALL SCHEDULE Issue Date: Set: SW-1 8/7/20 For Structral Engineer SW-2 1/2"THICK PLYWOOD SHEATING 9/24/20 Permit SW_4 w/10d NAILS SWC SPACED @ 6"/12"O.C. EDGE/FIELD SW-7 2 3 1 1/2"THICK PLYWOOD SHEATING -30 20 -300 SW-5 w/ 10d NAILS SPACED @ 3"/12" O.C. EDGE/FIELD HOLD DOWN SCHEDULE HD-1 SIMPSON MSTC52 62'-11/4" ` HD-2 SIMPSON CS20X36 EXISTING DWELLING HD-3 SIMPSON MSTC66 FRAMING NOTES: 4'-6 5/8" DORMER 12'-11" EQ. DORMER 9'-0" EQ. DORMER 9'-0" EQ. DORMER 15'-3 1/2" 1'-10 3/8" ip Arc 1. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL ,�_d41 CENTER WINDOWS CENTER WINDOWS CENTER WINDOWS CENTER DOOR IN DORMER WALL WALLS ABOVE(TYP.) �� yL Kttfi�t %" IN DORMER WALL IN DORMER WALL IN DORMER WALL O.A � i - y - EXTERIOR OF STUD WALLBELOW r I 1 I I I _L. 482 I 1. 1 1 � L 0 J , 2 i- I_ , 1_ [_ -L 1 x_11 _(.. _I 1 -- - .i �. -L_ .1. ._I r r Y y Y V FLAT ROOF DRAINS V ._ L v i Y,i, [ v _Lr 1 rI, 7 i_ 1., i ,-! i OF -' . r .l Y , -Y 7 Y L r, i., wl�,`� _ PROVIDE ACCESS HATCH' f 1_ i._' i. .l 1 ' -I Y r i I i. 1 ` FLAT ROOF DRAINS 1 ' � � +.-� . `_I � i PROVIDE ACCESS HATCH I 7 � `' Q I - I L. , i _- 1 1 i r ! -i IN DECKING 1- r i ,~ ..i..r i 1 rl v Y - 1 --r , i -ri L r 1 , Y . . ] v .r . ;_Y1,. V V ; , i _..; r1 .J. . , I GI . M r i I I o w 1- - - - _ l i J ;_ _L- 1' 1 1 Y 1 K i i - r - - r -r : Y i. I I ,. Y-= , I N C IN , F l NCO ; ' 1 _ 1r' fi it �- 1r 1- _ ,_ _L -._ - L i- Y DE I -7 ', u v- r X , - - ,r - r ,. - J a _ r _f r l L_r r 1 ( .I o W X 1 i y J 11 , ,-J- ,..I l _ _' 1 1 - - f—, 1 mao r 1, i i Q t I 7 1- � Y ROOF DECK ; ' 7 I_ Y r ROOF DECK r v r v- Y _ _ 5/4x4 IPE DECKING 7 j r 7 ; r 5/4x4 IPE DECKING_ 7'-0" DORMER WALL(TYP.) w 2-2 KNEE WALL- 1-t V Drawing Legend: Y i. T, 7 v (TYP.) = HD-1` 1 { , ' -: J_ K2 I i I -- HD-1 ! , K1 H 2-2 KNEE WALL(TYP.)..< o - - - - - - N TYP. [ _; 10 1 1 1 1. [ ! D-1' O " _ _ _ _ _ _ Wall To Be Removed �. 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L z 1 71 i t 1 111 I H I .I' i 1 1 i II I,I.i I ' 111 it illi_ i 1 ILII Im 335 Hill Road ]I_ i I 'i L I I I I I , I i �'f 1 i' a NEW CODE COMPLIANT '' F— IIrT I- j' ! -r,1.''i-.,,:'-____I 11 1 ,- ,r- IrI I TT 1 I iI I' 1:' :_L,-1 i - III 11 X71 I, IL I I I 1 i I ; I I : . 1 ' 1 ,[r II. I' LL 1 Ili ivy GUARD HANDRAIL Southold, NY 11971 t 1 I --- , ... � III ! ;.11� I iI I. L II ;''•1 ':-, - 1 -- - - 'I1 -I. ' II,',. 1. ,: 1.1 I- [I I I,. I o [ B Il I. , I 11 i. i 7 J 1 1L Z :I. _ _ -{ 1,t, I,-- .I I. -L�.. a .,1�,_.:1 I,II 1, _ �1,I- I_ _,lr _ I:I _I :-1- Ll, _ i,_ _ ,u _ ,11,i1 _l 11 [ I a 1 I 1 : ''i 1r: l 4 1 AS PER 2020 IRC SCTM# 1000-70-04-32 L IT,f T<1 4 �I L ITi, v, j 1 I I T'' i I I.1.I I 1 :1 1 i_I l .I .1 I i LI I I i I', ?i z I1 1 1, r ,- I ,! - Y O SEC. R311&312 I I Ti- ti _Ll 1 [ II � --I_I__ lI ] _1 L' 1. 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' 1 i I i II'I 1' 7' • 1 �', -, '1 11 r'I i 1 ( i 7'` x`1 t 'r `1�I .-lr „ 'J. 1 - --- -� r -!�--, -- 1 ,1-,I,1_-,I,'x1 --t --1`'. - - - 1 ' : I, 1 1 ,L,i I 1-l_ L -,[I',I ,I- 1- r - , _IJ1'I .1i L4 i. 1__ 1_I 1_,I, I'_. 11111 Li I. �. -I' L1111: I - �' IT 1r• �. II 1 r I 1 - i,1, >1._1 1,I I[L: [`i 11 _ i i 1 I L I i T [I �I, I, i� I Il I 11 I T f I-,_il ,' 11 II J `,�� -•,,_ --I'- ._I,I- Ir1r-II-,� - I'I -- l' - -•,, - ,1• - II. 11111 i1_ _I L L 1 1 L I , I 1 `r l -.1(-- I-.� I .I,.11_ I1,".._- �..-i l �i,._I 11 l,- -11 I, .. _ - - ' PROPOSED Elevations I ADDITION PROPOSED WOOD STAIR C2 West Elevation (Right) Scale: 1/4" = 1'-0" SCALE: As Noted A-200 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/7/20 For Structral Engineer 9/24/20 Permit _ z _r o o n� CL 7. K1 K2 - ► N T Lj -_- T 9j ?4802 T �0 NE�� LINE OF ROOF F TO BE REMOVED -- - - ALIGN - - - Drawing Legend: - - - - - - f- ( B.O. FINISH GIRDER t _ _ _ _ _ _ Wall To Be Removed ZD — -�- - -- - w/ B.O. HEAD CASING p i o Wall To Remain a a -p a cn �cn �� - cn z ® - 4 - ► ► 5 z z=—�_= New Wall 7 I 8 O 0 0 0 New Foundation Wall : -------- LLj i Lines Above ------------ Lines Below I — I ------ � ' ------' _... - -- _---- - --- - -- - -- —•------- Guidelines -- I J — — — —- Fence Door Tag -- - - - - - Window Tag I PROPOSED WOOD DECK EXISTING WOOD DECK PROPOSED DECK&STEPS j —� Section X, - ----------/ -- - -- / Sheet A-XXX i PROPOSED WOOD STEPS&PTD.ALUM PROPOSED /1 __------ ---- -------- - ------- ----- - -- - - --- -- -- -- --- - ----- - - ---- ---� ('�„"Y-7l._ Detail Tag OUTDOOR SHOWER 3 South Elevation (Back) Scale: 1/4" = 1'-0" x Axxx Elevation Tag x x Axxx x Interior Elevation Tag x M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE PROPOSED POST OFFICE BOX 1600 �V ADDITION SOUTHOLD, NY 1 1 971 i 6 3 1 - 4 7 7 - 8 7 3 6 _. m k a r c h i t e c t c o m --NEW CEDAR SHINGLE ROOFING (TYP.) t NEW 1x CEDAR TRIM (TYP) ------ -------LINE OF ROOF TO BE REMOVED McCarthy O'1 I�ia ---- �` -' --_ -- - - 335 Hill Road - __^, Southold, NY 11971 '-- --- _ —_ SCTM# 1000-70-04-32 - - - - -_ - ------ - NEW CEDAR CASING (TYP) { E- I , r p o i a - _-- -- _ z - C o 6 � 0 ---NEW CEDAR SHINGLE SIDING (TYP.) : -_ --= --- Elevations - -- - - - --------- -- r -- - OUTDOOR SHOWER CLADDING PROPOSED NEW STUCCO 11 1 TO MATCH SIDING ON EXPOSED FOUNDATION (TYP.) ► ;� LINE OF BASEMENT ACCESS STEPS OUTDOOR SHOWER DECK SKIRTING - SCALE: As Not SEE(3/A303) ed East Elevation (Left) - - 4 -- - - - - - - - - -- ------- 9 ---- - Scale: 1/4" = 1'-0" PROPOSED A-201 BASEMENT ACCESS AREAWAY © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/7/20 For Structral Engineer 9/24/20 Permit ARCy�� 1 SIMPSON H8 NEW STRUCTURAL RIDGE �C9 �,�'t�'KRgMF� FCS HURRICANE I A-33 EACH RAFTER(TY_' P�.) J /- SIMPSON �S'O\yLRE UZ HANGER ANGER EACH RAFTER(TYP.) N 12 12 3.5r— 3.5 jO �oF2�atao NEW UPSET HEADER SIMPSON H8 NEW UPSET HEADER SIMPSONHURRICANE TIE CCQ POST CAPS'- SIMPSON H8EACH RAFTER(TYP.) � (TYP.) HURRICANE TIET.O. Dormer Plate - -.—._.—.— —-- — — EACH RAFTER(TYP.) 17'-4 1/8" Drawing Legend: UWal`l'o To B e�Removed ---------LINE LINE OF EV'STING ROOF Wall To Remain SIMPSON LRUZ HANGER TO BE REQ : AVEDMASTER STAIR EACH RAFTER(TYP.) New Wall New Foundation WallSIMPSON LRUZ HANGER --—— --------I:II:'1I l III-'-II-------.I'I!l-:I--.----_--_--!I-!:I-I---`_—I'','IIIl--I lI_II----!I,II�,.II--_---^I I-lI�I I,''--^-----------_-'I''"I'I---II':!----..'-�--I-_!I-'I'_--II.I I-III-I.-----I III�.'I---III_-.-"—_---"--II IIIII—IIl--_-----',I.I-'I I---.----!_I::IIiI,—_------';,t�----•------_----'--I I.-I,i--_-1II--�I--____II'!—I-I:!--.-.---.I--I�_.----_----_:!--_:I"_.--.:--II:_I_-_----:-III-—_--=1 II----------I-'I-_---'_--I I-III'II—_-I-I.-----'I--.-l-IiI I-_----------I-I'I'-I I-_----_I'IIII--_---_.I II-----I�II I-II-�-------_--''.':—I!--''IIIi --IlI—_.---_--_-I--II--III-- IIII--:.',III------!I----'----•-I--"--i-�II--rn o—_!IIIiIIII_.Il!l--=-----_IIIwv_-_-II,,--_-i-p--_ _�.-_---".���------I----_I--_I-_-•.---'III' -,---=_--T-_-- ---� - 1------ -- II- ' -i II,-IIII I - - --_----�-- -.II--------I -- _.--- lI -- -- =- ----IIII; ----III-----_ =-- - - - ' --O���AA'iiteXXx—oxor xx,— �i1Xc { — C--1 --a——r-tLines ine�s ; A b0o v eo PROVIDE PLYWOOD GUSSET EACH RAFTER(TYP.) BOTH SIDES OF JOISTS ------------ Lines Below 12' MIN FROM CUT ; — Guidelines — FenceSIMPSON H8 12HURRICANE TIE 12 0 - t - I I i - DoorTag+/-5.75 VCOEACH RAFTER(TYP.) +/-4.5 All T.O.2nd Floor Sub Floor Window Tag 10'-4 1/8" t NEW FLOOR JOISTS SIMPSON H8T.O. New First Floor Plate SectII 9'-13/8" -77 SheetAXXX EACH RAFTER( P.) ;NEW CEILINGJOISTS r`- X Detail Tag SEE DTL.(4/A303) NEWALUMINUMPROVIDE BLOCKING UNDER WALLS ABOVE PERGOLA BEAM FOR PERGOLA BEAM TO CONNECT STUD WALL TO FLOOR JOISTS NEW DROP GIRDER WALL CONNECTION (TYP.) Elevation Ta gFNEW PTD PVC CEILING x 00 W 1Tx Ax Interior Elevation eTag J NEW STAIR GREAT ROOMVERED PORCH x Ll zZ - EXISTING/NEW STONE PATIO NEW WOOD STEPS Ali T.O. 1st Floor Sub Floor EXISING OO­DD EXISTING FLOOR JOISTS M E R Y L K R A M E REXISTING DECK JOISTS a r c h i t e c t fl EXISTING DROP GIRDERS EXISTING DROP GIRDERS 260 HORTONS LANE FLUSH GIRDER POST OFFICE BOX 1600 �- SOUTHOLD, NY 1 197 a1 it 6 3 I 4 7 7 87 3 6 - BASEMEN I m k arc h I t e c t c o m I I -- 335 Hill Road I Southold NY 11971 I ; I I''I ---_ -70- It - 04 32SCTM# 1000 BieoBuilding Section S31t0n C alSCALE:As Noted A-300 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/7/20 For Structral Engineer 9/24/20 Permit SIMILAR ��pSD ARcy 2 NEW STRUCTURAL RIDGE /�F` F C', A-303) '' � •J f' NEW ADDITION I12 024802 IOF 14 NEW UPSET HEADER gay i Ii g T.O. Dormer Plate 'I ' C,\ — —:— 17'-4 1 8" —/ p r l l — I � � I �. O 1 1 F I p0 RqF NEW RIDGE Drawing Legend: I 12 <� _ - - - - - - - ,�� ��� = I\� TF�S,; � 1 � i { III [ g Wall To Be Removed Wall To Remain I New Wall I - �� � - �• BEDROOM #3 z BATHROOM #3 � New Foundation Wall �oLi �! NEW ROOF RAFTERS Lines Above I I II II ,I II II II: II II 1 ------------ Lines Below . (V . . ' --I---T �----- --'— - . _—. t LINE OFDI I ROOFTOKnee Wall ' - - Guide lin e s --- - - - - - - - - - - - - -.- - - - ..... Tr _ �I- -, &BEHINDBEYON 12'-6 1/8" Fence NEVIATTf --I ILINE O�IEX1STIN 12 DoorTag TO BE REMOVED I I I I I I I I SII I I T.O.2nd Floor Sub Floor - j' %- — - - .•` I� f ,I i —� 10'-4 1/8a — � -_ _ -----�—�- -�— —.—_ •Il Window Tag " - i , `NEW FLOOR JOISTS „ ' I I\-� I I ,�.= ,` I I I I it11 T.O. New First Floor Plate 61 'NEW FLOOR.OISTS ' „ — — -- — — — .�- _ yg}a¢ _,�..__..._ ,.". .__....._..mow.. .., -�. I` ,I I s { AXXX Section X, 9'-13/8" XLI 11 - f - -- T.O. ExistingFirst Floor Plate - -- 111 L _�_ _ SheetAXXX — - - - - - EXISTING CEILING JOISTS STING EXI CEIL8-13/8 — — — - — _ - - - - ---- NEW DROP GIRDER II NEW 2x12 CEILING JOISTS Detail Tag -� NEW GIRDER SET ON TOP OF EXISTING PLATE NEW PTD PVC CEILING I�i_5 _ nxx Elevation Tag oo m 00 x nxxx x Interior Elevation Ta 1 I g I I h O 1-- I LIBRARYCr I I rn I, r I _ c_ I . . DEN EXISTING '' ----- '' x 1' - 1 BEDROOM #1 ij i I - + mZD ` ! -- -- - - { 1 1 1 1 ------ AH O - L 1 L 1 f I - 1I IW . ! I , 'I -- T.O. 1st Floor Sub Floor - 7 - --- - - — WOOD D . --T I -- EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS f 'NEW FLOOR JOISTSI. W ---- -- -- — ---- -- ' I. NEW DECK JOISTS ",.. M E R Y L K R A M E R _ , 1 _ - - _ — -- -_-- - - ------ ------ ---- ------- - -- --- -- - - 1 a r c h I t e c t - 11 I _ ' j I_!-----EXISTING DROP GIRDE )2x10 DROP GIRDER - -- --_-I- -I - -- 2 6 0 HORTONS LANE(EXISTING 3 2x10 DROP GIRDER) RDERSNEW DROP GIPOST OFFICE BOX 16007- SOUTHOLD, i I 1971NEW II - BASEMENT ! - j = - I 6 3 1 - 4 7 7 - 8 7 3 6 _ I 'I - _- �•-- -III ti- ---I'l --II :- � I - - I'!I >, BASEMEN I I I -- -- - m k a r c h i t e c t c o m -- - I I I I j -- - !II!I, - I ------ I I _ I - -- - l i -- III -- ! ! - ! --- -- - - ! — - - - - -- - - - - - - - - - - - - - - - ------- - -- --- --- --- ----- - --- , 11 II I Ill i'. I'll IIII IIII i �I I t I - -- •:I ''I.-------- ._.._--- - �' _I I _ '' I - -' _ --- - -_-- -- --- _-- - - - - - - III I - — - --- -- -- : ! -- I I'" --- - - ' - ----- ' --- '' I ---- ---- I I ---- '---- -- -- '' - -. I -- — 'I ---- ' --- --�-- I I --- " -----I -—--- ----- - i; --- I -- - I I I I ! I -- I I -- -- --_ .I I - I - I -- — � ''- - I I --- -•: I I ----- ------ I - I I I I � , j I I - - - } - 1I II I I I I I , - .-- I I l - '�� �••!' --- I I -�----' I I -- --'I � -�-- I ----- I I'I-- � - - I _ _ •;� - - - � I I,-- �' ----- I - - I I I I,�, :I - I I. I: ''� I -;I I -I ----- ' ----- I -_ I I I -- ! - 'I - - - ---I ----I' - ----,'I'---- I I - I I I - I ! -- •' -- I ---- I I!'- - — ---- I --- I ----- ' I - .- I'I' - - - I - ---- I ---- III - : McCarthy 0 H ea ----- I I --- ,I --I -III----- III--- I - - ---- -- ' ! --- ' _ - - - -----' -- I I --- 'I! ---- - • -_- ---II-,-I I-i--_-� I -- '- --I I __- _-� I ------- - ----- I ------' --_-' -I I ----- - - 335 HIII Road � _-1 I I ----- � - -I -- Southold, NY 119 71 - I ' III III SCTM# 1000-70-04-32 Building Section 2 Building Section Scale: 3/8" = 1'-0" SCALE: As Noted A-301 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 8/7/20 For Structral Engineer 9/24/20 Permit ITYPICAL ROOF CONSTf2UCTION: -CEDAR SHINGLES- LEFT TO WEATHER j -CEDAR BREATHER I -5/8"ZIP SYSTEM ROOF SHEATHING ROOF RAFTERS I (SEE PLAN FOR SIZE) w/9"OPEN CELL SPRAY FOAM INSULATION O(05/8"GYPSUM WALL BOARD \ O,� ��s I I zIU) 6" HALF ROUND GUTTER (TYP.) F- FINISH T.B.S. ; ( w o ,��RED A% 1 1x CEDAR FASCIA y \--SIMPSON H2A HURRICANE TIE LEFT TO WEATHER (TYP.) _` AT EACH RAFTER NOT AT HEADER SIMPSON H2.5A HURRICANE TIE I NA AT EACH RAFTER AT HEADERS / a I 9>,, X24802 BEDROOM #1 1 EXTERIOR I of N `� I I I I — FINISH FIRST FLOOR NEW FLUSH HEADER Of I ( 12 >>, 12 rt ----CC SPRAY FOAM INSULATION Drawing Legend: 8 jGG' --- __ Cg ` AT RIM JOISTS(TYP.) E _ _ _ _ _ _ Wall To Be Removed v' G�\\• ��_✓Oj '` -- -- -- Z Wall To Remain y iY„ New Wall --- J \I --- /// ----- New Foundation Wall - T � SLOPEFINISHGRADEAWAY' -------- Lines Above CEDAR TRIM AS REQ. - -- ------- -jo► ------------ i - ! GRADE Lines Below imp ATTIC — — — --- Guidelines BEDROOM -- -- -- Fence fI TYPICAL EXTERIOR WALL CONSTRUCTION. I NEW JOISTS I fl I i T.O. Existing First Flo Plate -CEDAR SHINGLES-LEFT TO WEATHER Door Tag I t Ill ZIP SYSTEM R SHEATHING8'-13/8" 2x STUDS @ 16"O.C. - — I II , I • 101 Window Tagw/BATT INSULATION 5/8"GYPSUM WALL BOARD I I - II _ I a !I I I nxxx- Section X .BSMNT I , Sheet A-XXX I I , I I I I I I ' III I P � - i iI II I I II-a - I o . , I I III II III XX Detail Tag REMOVE AS REQ. zBEDR00 #1 w LINE OF EXISTING FDWALL oz - I — I I axx Elevation Tag i d s o II I - N -- - -- i I _ , I � P I o II i � I II X 0 ; #5 HORz. BARSEXTERIOR 9 I I Ii- -- - ( I - I i @, 18 O.C. 0 NEW EXTERIOR STAIR I I I x O x Interior Elevation Tag o x i - I I II I T.O. 1st Floor Sub Flo r — - - w # VERTICAL 5 TIC L BA \ -- RS p„ I @ 12"0.C. { :;NEW FLOOR JOISTS " I c a< STUCCO FINISH ' i I I I ' - ON EXPOSED FOUNDATION ( ) I I TYP. • I. COLOR T B D I II 'I I I � II i I I � I 1 - - - - SLAB/WALL NEW 8 THICK STUCCO FINISH ----- , ! I - P.C. FOUNDATION WALL �,. 1 I -CUT SLAB WALL ASR v �� .. ON EXPOSED FOUNDATION (TYP.) 1 ( I I I / EQ I ,1 i' /// « COLOR T.B.D. FOR RECESSED DOOR SILL .:, I I -- -- - ( PROVIDE L.C.C. PAN FLASHING M E R Y L x R A M E R •- I • a r c h i t e c t .. I I I - - - - - PIPED TO DRYWELL PER FOOT BASEMENT GRADE NEW STRIP DRAIN MIN i 4 - - - I - I I - I -- -- -- N►EW STONE I I I I I II 260 HOR TO NS LANE SLOP POST OFFICE BOX 1600 SOUTHOLD, I 197 I 1 4P-R FOOT 5/8" DIA.ANCHOR BO@ 32 O.C. T I I I ,' — NEW P.C. LAB _ I - O - o I ' I ( 6 3 4 7 7 8 7 3 6 #5 @ 18„O.C. HORIZNTAL EXISTING FOOTING _ II'Il III - - - - - - - - - m k a ' r c i e c c o m h t t I I I II I i I I _ I - O 3 # l I 5 H 0RZ. BARS I i I I I I#'I 5 @ 12 O.C.I VERTICAL I- I _ IIII AT BOTTOM C)>--<z M 5 HORZ. B ARS @16OC I I II I I— I • NEW - - 1 I I I I ) I II I I it I I - 2- 0 o ' I I NDERPINNED U I I w I I I I ' I _ I II -I 31 _ I FOUNDATION -00 2BASEMENTSEE NOTES 0 o v_ l I I I I I McCarthy 0 H ea I � I I ISI 335 HIII Road I I o I I - - i II'I c + - I I Southold, NY 11971 I - Q I I' I II' I o i III - I I I I mak- II III I I I III I I I 11 il'' III III 'III z II I I .� _ - I I II'' I - I I I SCTM# 1000-70-04-32 hill o ILL I I I I I i II III I I III 3 BC ding Section SectI n - New Floor Addition I I I I 4'-0” u S TPICAL BASEMN100R CONSTRUCTIONale. 3/8� _0" II h_ IIII IIII I I I _ II I I I /I _ I - 41, POURED CONCRETE SLAB w 6x6 W2.9xW2.9 WELDED WIRE FABRIC - Y VAPOR RETARDER I 10 MIL POLY - Wall Section - Basement Stair " - - - 8 MIN.CRUSHED STONE DRAINAGE LAYER II I � SET ON UNDISTURBED EXISTING SUBGRADE I 2 T— Scale: 1" = 1'-0° Building Section _= Details I II #II5 DOWELS @ 12 IO.C. I I I I I I I I I I - "• L Ii i I I II II � SCALE:I As Noted I I . I II I Ili I I I I I I I I I I - 16"x8"P.C.FOOTING WITH I- 1 - n n �- I -- � --- ''i --- � i ISI - - SII I - 4 KEY @ CENTERLINE 2x I I -- I 'I #5 HORIZ.CONTINUOUS REBAR (3) A-302 FOOTING DEPTH TO ALIGN w/ EXISTING; _ I I I I 1 Wall SectlOn - New 1s_t floor Addition n _-. © 2020 Meryl Kramer Architect All Rights Reserved TYPICAL ROOF CONSTRuanON: CEDAR SHINGLES-LEFT TO WEATHER 12 12 CEDAR BREATHER +/-3.51 5/8"ZIP SYSTEM ROOF SHEATHING Issue Date: Set: ROOF RAFTERS "N (SEE PLAN FOR SIZE) 817/20 For Structral Engineer 9/24/20 Permit W 9" OPEN CELL SPRAY FOAM INSULATION 5/8"GYPSUM WALL BOARD 1_j 6" HALF ROUND GUTTER(TYP.) FINISH T.B.S. 1x CEDAR FASCIA SIMPSON H8 HANGER BRACKET LEFT TO WEATHER(TYP.) EACH RAFTER , EACH RAFTER (TYP.) DORMER HEADER DORMER HEADER SET ON TOP OF PLATE SET ON TOP OF PLATE (SEE PLAN FOR SIZE) (SEE PLAN FOR SIZE) MASTER NEW WINDOW D AF?C MASTER BEDROOM BATHROOM K NEW DOOR CEDAR HISTORICAL SILL(TYP.) Ir 12 12 81 ui 8 02480'L LU OF 14 ok TYPICAL EXTERIOR WALL CONSTRUCTION CEDAR SHINGLES-LEFT TO WEATHER a- CODE COMPLIANT GUARDRAIL I"ZIP SYSTEM R SHEATHING 71 LU AS PER 2015 IRC SEC. R312 w/ BATT INSULATION 0 -5/8"GYPSUM WALL BOARD Drawing Legend: Wall To Be Removed Wall To Remain ' HURRICANE TIE New Wall ' tion Wall 12 Lines Above C14 _j ` 12 Fence| ' . ` DoorTag Detail Tag 'A i A, Window Tag rn Elevation Tag INSULATION SECOND FLOOR JOISTS PIPED TO APPROVED DRYWELL (SEE PLAN FOR SIZE) x FLUSH GIRDER \ 2^P./ ou-o-E"S (SEE PLAN FOR SIZE) TAPERED AS REQ. x x Interior Elevation Tag PROVIDE PLYWOOD GUSSET EACH SIDE OF JOISTS x EPDM WATERPROOF MEMBRANE GREAT ROOM OVER 3/4"APA PLYWOOD SHEATING PROVIDE BLOCKING UNDER WALLS ABOVE '~ ."""....^~ ..~~ ,..'^ .~'~.~.~ ' . F_-_.-__- ` (SEE PLAN FOR SIZE) SOUND DAMPENING INSULATION °vOPEN CELL SPRAY FOAM /nouL*/u/m GREAT ROOM 0NINTERIOR FLOORS&WALLS(TYp) ` PITCH TODRAIN'RIP ASREQ. ~ ' JOIST HANGERS ASREQ. ' Section Detail @ Roof Deck "�Sc �@|� � = � « SO@|8: 1" = l-0" 260 HORTONS LANE POST OFFICE BOX 1600 , ' ' � ' ' .. ~^~ ...^~. .,....~... ` mxuumW/mruu-CuuRS/mG 77 z TYPICAL OUTDOOR SHOWER— WALL CONSTRUCTION ' ` -SIDING TO MATCH HOUSE _j ` -WATERPROOF MEMBRANE LL PAINTED ALUK�|NUK� PERGOLA POS\ FRAMED DWELLING `~=`"`�""""� '�',,«"" OW -P.T.FRAMING � WELDED /uPLATE McCarthy OHea 12"x12"x3/4"THICK ALUM. PLATE SHAMPOO NICHE W/(4)3/4" DIA.S.S. BOLTS w/1x TR I M JAM BS& BACK PLATE 335 Hill Road TO JOIST/BEAM/BLOCKING BELOW z Southold, NY 11971 0 for PROVIDE VENTILATION M U_ LL @ BOTTOM FRAMING PLATE w/INSECT SCREEN —P.T.ECK JOISTS NEW 44 ACQ POST 1x HORIZONTAL WD. 3 Wall Sections DECKSKIRTING w/+c3/8^ GAP | 11/2"THICK PAVING STONE Details P.T. EOCKING AS REQ. ALIGN w/STEPS emfl PAINTED ALUMINUM PERGOLA BEAM J/8"x4^STEEL EDGING 1^SAND LEVELING BED EXISTI-1 (SEE PLAN FOR SIZE) w/REBAR STAKE @ CORNERS 24"DEEP P.T. DRIP GIRDER WELDED TO PLATE FIELD WELDED TO EDGING � S" RCA COMPACTED PITCH TO DRAIN 12"x12"xl/2"THICK ALUM. PLAT GRADE "' GRADE w/(4)3/4"STAINLESS STEEL BOLTS SCALE:As Noted 4- X,/ I"LAYER OF BLOCKING AS REQ MEXICAN BEACH PEBBLES /x MATERIAL/FINISH TO MATCH SIDING A 3/8" NATURAL GRAVEL— A-303 SURROUNDING PERIMETER OF SHOWE ' PIPED T0DRYWELL ' @ 2O2OMeryl Kramer Architect 3-301 -30 SHEAR WALL SCHEDULE MAR 3 4ll"e Date:: Set: -201 SW-1 s ` 9024/20 Permit SW-2 1/2"THICK PLYWOOD SHEATING �u C+"�' 10/2/20) Pricing SW-4 W/10d NAILS 10/14/20 Permit-Rev. SPACED @ 6"/12"O.C. EDGE/FIELD 3/30/21 Pool Approvals SW-6 2/27/23 Basement As Built SW-7 3/27/23 Basement As Built 1/2"THICK PLYWOOD SHEATING _ LINE OF NEW WOOD STEPS ABOVE SW-5 W/ 10d NAILS � � � � � 1— _T � T � T_ _T � � � I— _T _F __1 � � — I— T I � � SPACED@3"/12" O.C. EDGE/FIELD —I--+ � -I— I —I— + _f_ I — I— + __1— I— _f — I— d— __1— t— _f — I— + __1— f 2x12 STAIR STRINGERS � 4 — -1 - 1—,4 — + I— J — + -I-- 4 - I + --I- I 4 - 1— + AI — � @16'O.C.(TYR) HOLD DOWN SCHEDULE I- -I- -�- -I- � - t-4 -I- -I-- - I - -I-- 4 -I- -I- -I - 1--- -I- - I - + -I- t- --I- — ( � � �— � HD-1 SIMPSON MSTC52 I I I I I HD-2 SIMPSON CS20X36 PERGOLA POST ABOVE(TYR) 1 I — — — T �I — T— �1 HD-3 SIMPSON MSTC66 INE OF WOOD DECKABOVE � — � � � _ L � — � � �— �, =1' FRAMING NOTES: > it EXISTING DROP GIRDER 19'd f—' _ 'tERED ARQ ~co 1. INSPECT EXISTING CMU WALL BELOW NEW POINT ��\��� y�tr w Y LOAD. � K " Ow IF CELLS ARE HOLLOW FILL WITH GROUT, FULL n W o NEW(2)P.T.2x10 HEIGHT. O DROP GIRDER SEE DTL.4/A-002 2. INSPECT EXISTING CMU WALLATALL HOLD 3 1 EXISTING DECK FRAMING TO REMAIN I NEW SISTER TO EXITING GIRDER DOWNS. 2x12 STAIR STRINGERS A IF CELLS ARE HOLLOW, FILL WITH GROUT, FULL gg02 Q- @ 16"O.C.(TYR) LINE OF NEW WOOD STEPS ABOVE DECK FRAMING - t HEIGHT. �`QF 40 —I I— T_ -T —T I T— T —T T_ T _T I (— �L— — — — — — — — — -- — -- -- — ____.—.—.—. —.—.—.—.—. .—. .� , I ` PROVIDE(1)#4 FULL HEIGHT REBAR IN FILLED CELL. Nr-\N EXISTING DROP GIRDER F3.- TYPICAL DECK SUPPORTING PIER AT NEW WINDOWS F EXISTERIFY ROUGH OPENING INGHEADER G OPENINGS. TY OF � � —I- + � —I- � + O V NEW 6x6 ACQ POST o. SET ON 10"SONOTUBE TYPICAL DECK SUPPORTING PIERN o io I w/(4)#5 VERTICAL DOWELS, NEW 6x6 ACQ POST I —I— —I— —I— ON BIGFOOT BF24 FOOTING L SET ON 10"SONOTUBE I f z F_ J w/(4)#5 VERTICAL DOWELS, —� I _t � � J___ _L j —I,— t` A— _L �— � I ` ` - _�Cn 36"MIN.BELOW GRADE HVAC NOTES: t s NEW(2)RT_2x10 t t z z TO a F- z ON BIGFOOT BF24 FOOTING '` —'—' ` ` ` �s N O Y w O 36 MIN.BELOW GRADE wFtOP GIRDER ———— , 3— al 1. EXISTING HVAC EQUIPMENT TO REMAIN. _ . SEE DTL.4/A-002 _ , o o I o IN 2 EXISTING WINDOW TO BE REMOVED 1� U z EVALUATE IIN FIELD. Drawing Legend: J - - FILL IN CMU&FRAMING AS REQ. Flo n w Flo NEW P.T.LEDGER _ _ _ _ Wall To Be Removed _ I r�I 0 31 SECURED w/0.22x5 - NEW(2)P.T.2x10 z Z z SIMPSON SDWS SCREWS AT 16"O.C. Wall To Remain DROP GIRDER --- -------- -- FLASHING AS REQ. w/HUC210-2 ——— —— New Wall L - , r , CONCEALED _ , , FLANGE HANGER PROVIDE- COVERED ROVIDE COVERED WOOD DECK SUPPORTING PIER w 0 GIRDER HANGER BRACKET I N I I _.------ Lines Above > EXISTING BASEMENTACCESS F- NEW 6x6 ACQ POST O O ----------_ STAIR TO BE REMOVED I - Lines Below SET ON 12"SONOTUBE Q o in I O I I w/(4)#5 VERTICAL DOWELS, u U N —•.------ Guidelines ON BIGFOOT BF28 FOOTING O 36' MIN.BELOW GRADE w a J CRAWL o w F:m 0 MECH. SPACE — — — -- Fence SECURE NEW FND.WALL ZI O p w/24"LONG#5 BARS @ 12"O.C. c 19.0'X7.75' 3 z Y DOWEL INTO EXISTING FOUNDATION x 101 Door Tag v NEW P.T.LEDGER &FOOTING,EPDXY IN PLACE,(TYR) w p SECURE w/0.22x5 6"EMBEDMENT MIN. cn W 101 z I SIMPSON SDWS SREWS AT 16"O.C. I w Window Tag OUSHOWER O SUPPORTING SH PIER NEW 4x4 P.T.POST I FLASHING AS REQ. EXISTING 3 O 2x10 D.G. �1 VCMU _ _SET IN POURED CONCRETE �✓ — FND.WALL --- Section X, w/GRAVEL BASESheet A-XXX NEW NEW SOLID GROUTED CMU FND.WALL w/#4'_ " - O OI OI DOWELS @ 48"O.C. ---- — - -_-- OUTDOOR SHOWER Q_ cn � Detail Tag ABOVE aIN dIN JOINT REINFORCING EVERY OTHER COURSE. N 2 N DOWEL TO EXIST.FOOTING LINE OF EXISTING STAIR x 4 _ p �Ip �Ip - ���TO BE REMOVED NEW � -201 w wl w' _-- _ CRAWL SPACE X g z z 0 z �sxx,cy Elevation Ta BASEMENT �b EXISTING WINDOW TO BE REMOVED O 15.0'X10.0' BATH - EXCAVATE EXISTING FOUNDATION FILL IN CMU&FRAMING AS REQ. 5.6'x5.5' — _ o NEW P.C. OVIDE x u RAT 2 x Axxx x cx Interior Elevation Tag o STORAGE Z — --- -200 x Ei� w EXISTING(3)2x10 D.G. EXIST.(3)2x10 D.G. —•—.—•—•—•-0—•— --- — —O—•—•— ------ — — — All NEW 4"STD PIPEr 8" 6'-7 3/4" 8" I 13'-5 3/4" SET ON 24"x24"x12" —w P.C.FOOTING I (2)9 1/2"LVL FLUSH GIRDER w/(3)#5 EACH WAY ( i—---{f-- -- —-- I M E R Y L K R A M E R co @BOTTOM(TYR) I I P ----- a r c h i t e c t BASEMENT Lj NEW QC_--__—= d 0 MNWCLEARDE CRAWL SPACE 260 HORTONS LANE N OM o OPENING ———— NEW P.C. 2" RAT SLAB X VERIFY EXISTING FOOTING SIZE c� POST OFFICE BOX 1600 —— w MIN.30"x30"x12" z ri �� SOUTHOLD, NY 11971 SECURE NEW FOUNDATION WALL&FOOTING w/(3)#5 EACH WAY @ BOTTOM F WITH 24"LONG#5 BARS @ 12"O.C. X NEW STAIR I EXISTING 6 3 1 - 4 7 7 - 8 7 3 6 DOWEL INTO EXISTING FOUNDATION&EPDXY IN PLACE, w 6"EMBEDMENT MIN. EXISTING I m k a r c h i t e c t c o m (TYPICAL FOR ALL CONNECTIONS OF NEW FND.WALL TO EXIST.)Li_ _ 4"STL.COLUMN(TYR) NEW P.C. UNEXCAVATED FOUNDATION FOUNDATION WALL I , ; EXISTING 3 2x10 DROP GIRDER�_) - - - — SISTER NEW 2x10 EACH SIDE - — — — — � - I w _ _ EXISTING ALIG NEW I 0 I z: UNEXCAVATED FOUNDATION UNEXCAVATED uCn STONE PATIO ABOVE FOUNDATION I ( MCCafthy NEW0 (no NEW 4" P.C. SLAB BASEMENTM o TO MATCH EXISTING p NEW STAIR FOUNDATION WALL I ACCESS JO I O �+� SEE 2/A-302 STAIR z c CUT DOWN EXISTING FND.WALL I 335 Hill Road x AS REQ Southold, NY 11971 Z SCTM# 1000-70-04-32 W SECURE NEW FOUNDATION WALL&FOOTING NEW CODE COMPLIANT HANDRAIL z WITH 24"LONG#5 BARS @ 12"O.C. DOWEL INTO EXISTING FOUNDATION&EPDXY AS PER 2020 NYS RES.CODE SEC.311 � z EXISTING ELEC.PANEL NEW DOOR IN PLACE,¢ 6"EMBEDMENT MIN. NEW STONE STEPS (TYPICAL FOR ALL CONNECTIONS OF NEW FND. w/STUCCO RISERS WALL TO EXIST.) Foundation Plan 3 I NEWI o u:V � , -30 8" FULL DEPTH FOUNDATION N° 8' o p BUILD UP EXISTING FND. p WALLAS REQ. — — NEW 4" P.C. SLAB — - - w _J- - - W W DROPPED TOP OF FOUNDATION FOR GARAGE DOOR CUT DOWN EXISTING FND.WALLAS REQ. — — — — — — — — — — = — — — — — — — — — NEW FOUNDATION WALL SCALE:As Noted SEE 1/A-302 5'-0" +/ 21'- 3/4" 1 -200 A- 1 0 0 Foundation Plan Scale: 114" = 1'-0" N © 2023 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 10/2/20 Pricing 10/14/20 Permit-Rev. 3/30/21 Pool Approvals 3/27/23 Basement As Built SIMILAR �,�S,?,ED ARC 2 NEW STRUCTURAL RIDGE A-303 NEW ADDITION I12 OF N NEW UPSET HEAD H�D�FiE -�o� ---- - � T.O. Dormer Plate F "� 1�0- 17-4 1/8 I kI ��' I! NEW RIDGE Drawing Legend: E— W,c�� 1- - - L --1_T_l— Wall To Be Removed 2 U a a Q W A 8 - 'QST Wall To Remain New I e I BEDROOM #3z BATHROOM#3 w NFoundation 0 e Wall , J NEW ROOF RAFTERS � / I 80 o �- u1 / ___ _--_ Lines Above c r / \ U ti ' ------------ Lines Below „ -.-.-.-.- Guidelines T.O. Knee Wall - - - - _ — - - \ n. LINEC) RO -'- -'- - -'-'-'-'- - - - - --- - ---- -'-'- --'-'-'-'--'-�. - - -.-.-.-.-.-.-.-.-.-.-.-._.- - -'- - -.-.- -'- -'- - -' -' �' \� - -r,-'-,�'- „ BEYOND & BEHIND - - - -- Fence iv I LINE EXIS ING RobF Door Tag I �� �` .1 , �� ,I „ I I ,1T0 BEIREMOVED I I 11 I, 11 III, T.O. 2nd Floor Sub Floor R - —'—'—'—'— --'—'— — — —'—'— -----'—'—'— — — — — — — — —'— —'—'— —'—'— - --- - - - --- - — ! —.! — _�! -,` „ 101 - - Window Ta '- n ✓'` r I` i 1 , , `y�� ,1 1 1 f 1 I 1 1 1 1 1 1 1 1 1 1 O g 10 4 1/8 N _ NEW FLOOR JOISTS( ,, ., T.O. New First Floor Plate NEW FLOOR JOISTS( ° 11 if \ 11 f t I I I I I I I I I I I IAI x y '` ,I\\��-1 I, ,I I I I I I I I I I — Section X, T.O. Existing First Floor Plate EXISTING CEILING JOISTS EXISJ NGC LING J ISIS SheetA-XXX ' NEW 2x12 CEILING JOIS S � Detail Tag i 1 _ Irl - T - - - NEW DROP GIRD `_, �..._ _�». .� NEW GIRDER 7 7 SET ON TOP OF EXISTING PLATE Elevation Tag NEW PTD PVC CEILING I I I X I, 1ifi t1J 1 111 X O i III -- 1 11 1 1 00 _ I m SII i XX X AX X oo I', _ i Interior Elevation Tag M O O 9 LIBRARY `7 DEN EXISTING �'. x 1 I -� - - co 0 - - BEDROOM#1 J 1 1 1 1 + J 1' LL i i1 t I m I i i it Iii �II � J� 1 ,L j O I i— T . 1 st Floor Sub Floor 1 1 - ---- - - - -'- ---'- - ---'- ---- _ I I - 1 - -0E - - 0 _ EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS NEW FLOOR JOISTS' t NEW DECK JOISTS M E R Y L K R A M E R a r c h i t e c t i NEW 5/8"GWB CLG FINISH II 1 i EXISTING DROP GIRD 2"CC SPRAY- 1 I FOAM INSULATION2 6 0 HORTONS L A N E NEW(5)2x10 DROP GIRDER\----,—�NEW DROP GIRDERS (EXISTING (3)2x10 DROP GIRDER) POST OFFICE BOX 1600 ifi FINISHED BASEMENT 5 O U T H O L D, NY 1 19 7 TYPICAL FIN. BSMNT.WALL CONSTRUCTION: NEW EXIST. CMU FOUNDATION WALLUNFINISHED 6 3 1 - 4 7 7 - 8 7 3 6 r -2 CC SPRAY FOAM INSULATION R-14.2 BASEMENT I f m k a r c h i t e c t c o m -- -2x4 WD STUDS @ 16"O.C. 5/8"MOISTURE&FIRE RESISTANT GYPSUM WALL BOARD I 1 I ' a I NEW LVT FLOOR FINISH McCarthy O'Hea 335 Hill Road Southold, NY 11971 SCTM# 1000-70-04-32 Building Section 2 Buildin Section Scale: 3/8" = V-0" SCALE:As Noted A-301 © 2023 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 10/2/20 Pricing 10/14/20 Permit-Rev. STRUE 1 _. 3/30/21 Pool Approvals TMil ROOF CON 3/27/23 Basement As Built -CEDAR SHINGLES-LEFT TO WEATHER + -CEDAR BREATHER I -5/8 ZIP SYSTEM ROOF SHEATHING -ROOF RAFTERS (SEE PLAN FOR SIZE) w/ 9"OPEN CELL SPRAY FOAM INSULATION 'Ap -5/8"GYPSUM WALL B04RD �� 0 I I I 6" HALF ROUND GUTTER (TYR) M c~n FINISH T.B.S. D O \CO LD ARC Cy�j I 1x CEDAR FASCIA— -SIMPSON H2A HURRICANE TIE LEFT TO WEATHER(TYR) AT EACH RAFTER NOT AT HEAD IR -SIMPSON H2.5A HURRICANE TI AT EACH RAFTER AT HEADERS 3 L � 24802 „1p� I �F NE BEDROOM #1 fi= EXTERIOR I I I -z FINISH FIRST FLOOR NEW FLUSH HEADER of Rl, OI �I1 I ( LL b CC SPRAY FOAM INSULATION I Drawing Legend: 12 5�� 12 ' y AT RIM JOISTS (TYR) J "`' I - - - - - - 1 Wall To Be Removed g G /2L;. 8 3" GAP w/2"CC SPRAY FOAM � INSULATION R-14.2 Wall To Remain I 6 Z_ I New Wall jx / New Foundation Wall SLOPE FINISH GRADE AV1[AY I - Lines Above ------- / EDAR TRIM AS REQ. ; GRAl ------------ Lines Below v -'a`o I —•------- Guidelines I I ATTIC I _ _ _ _ BEDROOM T.O. Existing First FI or Plate I -2x4 STUDS @ 16 5/8" MOISTURE&F IRE Fence 9 TYPICAL EXTE}ZIORWAILLOONSTRUG"IION: 00 g NEW CEILING JOISTS io1 Door Tag AR SHINGLES-LEFTTO WEATHER _.—._.—.----�.—.-- -- — —.—.-- RESISTANT GYPSUM Q. O -CED -1"ZIP SYSTEM R SHEATHING ® 8-1 3/8 I ALL BOARD ' I -2x STUDS 16 O.C. �: • 11 Window Tag w/ BATT INSULATION I o �� UM WALL BOARD -5/8 GYPS � I i I I I I I II fI Section X Ell -7 I SheetA XXX I S NT -- I x Detail T i eta a • 9 LINE OF EXISTING Fil WALL I v L I II I I i cs v � REMOVE AS I -- - i Iza REQ. — v �I � I IBEDROOM #1 w I x Elevation tion Ta O I - I li N � I I _ X I - - -- ----- - vd. i #5 HIOI RZ. B ARIT S EXTERIOR @ 18. O.C. I xO x Intenor Elevation Tag NEW EXTERIOR STAIR oo I X T. . 1st Floor Sub For w _ #5 VERTICAL BARS O — —�— z I I i _ ._..�._. �_"_._. _.,.;-i- I � I I o @ 12 O.C. ® 0" NEW FLOOR JOISTS I STUCCO FINIS — _� I ON EXPOSED FOUNDATION (TYR) v f - I COLOR T.B.D. 'v NEW 8"THICK I i I UND L w P.C. FOUNDATION WALL 1 1 . CUT SLAB/WALLAS REQ. STUCCO FINISH ON EXPOSED FOUNDATION (TYR) FOR RECESSED DOOR SILL o COLOR T.B.D. 1 I PROVIDE L.C.C. PAN FLASHING I M E R Y L K R A M E R - - - - - - - - - - - - u •. I { I �. ` a r c h i t e c t •.' I - - - - - - - - - - - PITCH GRADE " ' � � � NEW STRIP DRAIN . • I — MIN 1/4" PER FOOT I I I UNFINISHED BASEMENT _ _ - - _ _ _ - _ - _ _ PIPED TO DRYWELL I I , I �. - - - - - - - - - - - - I NEW STONE LANDING o I 260 HORTONS LANE SLO E 1/4 - - - - - PER _ - _ - - F _ _ O j O S T I 1 I R POST OFFICE BOX 1600 v " - - ! 1 - - - - - - _ - - - - - - - - - - III BOLT 32 O.C. - - 5/8" DIA.ANCHOR (I ( 1i I - - � - - - - - - - - I - .vv b• _ . 'v` `v- v ,cam vv vv I III II SOUTHOLD, NY II971 _ _ _ _ _NEW P.0. SLAB 6 3 I4 7 7 8 7 3 6 O.C. HORIZONTAL - - - - - - - - - - - EXISTING FOOTING_#5 18 m k a rc h i t e c t c om I I I I I I r I ( ( v 1 I I #5VERTICAL 1 12n O.C. I I I I I • - / , o - 3 #5 HORII Z . BARS AT BOTTOM 2, CC SPRAY FOAM INSULATION - Z I I RZ. �B #5 HO ARS I I �- @ 16 O.C. I ( 1- I I NEW^ I 2 v V-4 2-0 C7 // 1 I _ - UNDERPINNED Ii c UER I ( II IIIfVI =J FOUNDATION J3¢ 'SEE NOTESA-0 0 2 - - _ I McCarthyU �FINSyED I Q d r - w I II _ BASEMENT VT 00Z I v v •- v 'I OH a p II I I o • + � I I 335 Hill Road a - I Z I Southold NY 11971 I I I I I I I i I p1000-70-04-32 M SCT # I I v_ ' I I 410 II _ I ding Section ection - New 1st Flooror Additionull TYPICAL BA EMNFLOOR BScaIe: 3/8" = 0" CONSTRUCTION: -4POURED CONCRETE SLAB II Ili l I w/6x6 W2.9xW2.9 WELDED WIRE FABRIC - 10 MIL POLY VAPOR RETARDER I _ I Wall Section Basement Stair „ 'I RUSHED STONE DRAINAGE 8 MIN. C 2 LAYER SET ON UNDISTURBED EXISTING I Scale: 1 = V-10" Building Section & SUBGRADE Details I � I #51 DOWELS @ 12" O.C. I I I b ALE: As Noted I 4 o • , I11i P.C. FOOTING WITH I, Y I2x4,� CENTERLINE KE @ I3 5 HORIZ. CONTINUOUS S REBAR I I I I I I -302 I FOOTING DEPTH TO ALIGN w/EXISTING NG I c r r Arc i ec Wal2023 Meryl K ame h t t 1 l Section - New 1st Floor Addition O ry Scale: 1 = 11-011 All Rights Reserved