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HomeMy WebLinkAbout1000-76.-3-5 OFFICE LOCATION: O�*QF SyOl MAILING ADDRESS: Town Hall Annex P O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor Main Rd. &Youngs Ave.) G ® Q Telephone: 631 765-1938 Southold, NY 11971 i Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 17, 2017 Re: Local Waterfront Coastal Consistency Review for VICTOR FERRULLI SCTM# 1000-76-3-5 Richard Trpicousky on behalf of VICTOR FERRULLI requests a Wetland Permit for the existing 52.3'x46' (1,721sq.ft.) irregularly shaped dwelling; existing 39.10'x21' irregularly shaped deck attached to the side of dwelling; existing 8'x10' shed; and to reduce the size of the existing garage from 14'x19' to 11.8'x14.5'. Located: 1540 Smith Drive South, Southold. SCTM# 1000-76-3-5 The proposed actions have been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the below Policy Standards and therefore is INCONSISTENT with the LWRP. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions The as-built structures were constructed without a Wetland Permit. In the event the action is approved, the installation of a non-turf, vegetated buffer is recommended landward of the wetland. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Mmann�ilnlg Town of Southold 11 -----L--WRP-CONSIST-ENCY-ASSESSMENT-FORM-- - .-_-----. -----.--- .nA. INSTRUCTIONSrd 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold 's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# - O-� - n PROJECT NAME i�l o 5 i ,m, 'oafs a.tN, C 6I I�o f ul The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustces4 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant,loan,subsidy) (c) Permit, approval, license,certification: Nature and extent of action: p rn a u +^��. S 1 Cc � f w 0 vrr� Do k 3 ( i P)C i -q- a sfX 19 `)G G x)0(2d �Ke YQ (` � n . Location of action: y �-f�/1 '� ,�J{ J U LXY Site acreage: t y 7 Present land use: Present zoning classification. 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (( l (a) Name of applicant: { �V a f > CC)L/1 (b) ailing address: A�f 'k /1 / (c) Telephone number: Area Code (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ N OlKk If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ti' ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Ful ❑ Yes ❑ No L pl,Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ NoF;-Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No �ot Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section IH —Policies Pages 16 th ugh 21 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. 1-1 Yes [:] No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ N,'-IZNot Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye�] No Prot Applicable Attach additional sheets if necessary WORKING COAST POLICIES ------_Policy_10._P_r-otect_Southold_s water--dependent-uses--and--.promote-siting-of--new-water--dependent uses-in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Tot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ N Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0*ot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY �� / C 0 TITLE DATE /�Jn F„�'p'�{ .s�'�C^'�v��=�r--r-� Vii/ '"-�• , °= ,�, �ff�D/� Cif e�°.��<a•r` ij)fp�AAi'r!�%{Jh`I' � 'F-'•e �fG 3�.cr`� ' ��mv--„��J•.95,� °.rr`l�l+[yf�Ji�r+ ..o* a” aX cf�`�`} f�,x �fi �.t•C, rx I. ��s s•c•x �.y� G �c ri1� .fir v�.i/+y�� - s � e. .�a �fi'� - `'�'S� s/�� �� •✓j •'�1.u�..•,.� � , :.pp�,-��••'�.?�;.-::,,r,--l�,•-�-;�`�...-�; ,rte",_ Y� -•+ ,.,•,P� - • I I. n • P ;t .GxM1 . frte'�;'S ^ tx4..F.. 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V. r ----------- •,� ♦1, 1,1� 111 • ,'' _♦ -'"� 1 ` 1 � JJ JS �`^9` `ry / � � �♦ `„�• •� 9, „ `;0.1 ` ♦ ` w A fi ZZ ��Y ,'aY A `,q� •b 1 �` 1 , y 1 4? 1 N -- �--— ——�— ——^—— NOTICE COUNTY OF SUFFOLK © Ke"^° soun�oco SECTION I —�— R+) O2 — ——�—— .w nw�aw awe aacoe Real Property Tax Service Agency v Ownrcewwwrnw,nrncn m .aveca 076 ,wa,M,lfe M � w,r, -...... —_— e..u. —�-- �,••-- — wtrourwmu,cevMaatw P \V/ wn..o 1000 PROPERTY CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE FASTING CODE OF PRACTICE LAND SUVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR 884ALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON, ITS NOT A CERTIFICATION OF TTRE, ZONDNO,OR FREEDOM FROM CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS. roe p0' S �7 g%4() 00' � A L N FE FE oLFiw o01rE PRORGAR. TO BE csMODIFIED AS TO MATCH 0.5 V' EX. RESIDENCE SETBACK Z I °o PROP.GAR. OF 2.9W 0 N d MODIFICATION I EX.BLDG. 142, PROP.GAR. ROP.W 1•91 c �i 2.9TT 7 N.7 � MODIFICATION 8N S BLDG.1.9's b W )BLDG. 2.91N BLDG. a P/O LOT 2.9N 42 SHE D 1.45 a b P/O LOT 41 �I FRAME O• NIS c a SHEDSI3e a8 O 1 STORY a FRAME DWELLING DETAIL. N 01 P/O LOT P/O LOT V? 42 41 AlAPPROX. HIOX — WATER Lftm �O 20' FLOATING DOCK S 47000►00NN W BTS — 127.50► THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE.AND THEREFORE ARE NOT INTENDED TO BE USED AS A WORE IN THE ERECTION OF FENCES. WAITS, POOLS, PATIOS, BUILDINGS.ADOTONS TO BUILDINGS OR ANY OTHER IMPROVWWM SUBSURFACE AND ENVIORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MMI RIS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD, IF ANY, NOT SHOWN. UNAUTHORIZED ALTERATION OR PJM LAND SURVEYING, PLLC ADDITION TO THIS SURVEY IS A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. TEL.-631-563-0400 FAX-631-563-5808 PJMSURVEYINGQ AOL.COM T:P/O 41 &42 REVISIONS nD E E V OF:GOOSE NECK (�}+ ED:NOVEMBER 22 1948 NO: 1663 COUNTY:SUFFOLK GAR MODIFICATION IW4/16 Ll ATE:BAYVIEW TOWN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT DOCKMAR — 7 2017 CERTIFIED TO: TITLE NO.:------ Dom. 002W17 BEARING BOSSETHE SEAL AND LAND SURVEYOR'S i ADD DETAIL 03/06/17 SHALL NOT BE CONSIDERED A TRUE 1 AND VALID COPY Southold Town j. PROJECT NO.:2015-58 L___Board f T 'ste s _J DRAWN:PM CHECKED BY:PM SCALE: 1"=40' DISTRICT: 1000 SECTION: 76 BLOCK:03 LOT (S):05 BI.JILDING REVIEW NOTE GENERAL PROJECT NOTES Table R502.5(1) -GIRDER & HEADER SPANS FOR TO',11I1 BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED EXTERIOR BEARING WALLS 1 , ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW DOCUIv1ENT FOR MINIMUM ACCEPTABLE PIAN SUBMITTAL REQUIREMENTS NAILING SCHEDULE (EXPOSURE "B") (WFCM-2001 TABLE 3. 1 ) YORK STATE (RCNY5)-2010; ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ANY OF THE TOWN OF SOUTHOLD AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL (GROUND SNOW LOAD 30 PSF) OTHER CODES AND AUTHORITIES HAVING JURISDICTION, CONTRACTOR SHALL OBTAIN AND CODE OF THE STATE OF NEW YORK-2010. THI5 REVIEW DOES NOT - ARRANGE FOR ALL REQUIRED PERMITS, INSPECTION, CERTIFICATES AND TESTS. GUARANTEE COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS JOINT DESCRIPTION NUMBER OF NUMBER OF 0 WORK: G.C. SHALL COORDINATE ALL 51TEWORK WITH REQUIREMENTS OF GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW COMMON NAILS BOX NAILS NAIL SPACING Q 2. SITE HEADERS SIZE SPAN NJ SPAN NJ SPAN NJ ' THE PLANS AND SPECIFICATIONS, CLEARING, EXCAVATION, BACKFILL AND YORK LICENSED DE51GN PROFE5510NAL OF RECORD. THAT SEAL AND SUPPORTING R O O F F RAM I N G FINISH GRADING SHALL BE PERFORMED UNDER THI5 CONTRACT. STOCKPILE SIGNATURE HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE 20 28 36 RAFTER TO TOP PLATE(TOE-NAILED) 3-8d 3- I Oct PER RAFTER N TOP501L WHEN STRIPPING FOR EXCAVATION, ALL DEBRIS SHALL BE REMOVED BEST OF THE LICENSEE'S BELIEF AND INFORMATION THE WORK IN THE Roof & Ceiling CEILING CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) (HEEL JOINT) 4' 5T JTO TOP PLATE(TOE-NAILED) 4-8d 4- I Od PER JOIST Q FROM THE PROPERTY AND DISPOSED OF OFF SITE. LANDSCAPE PLANTING DOCUMENT 15: 2-2x4 3-6 1 3-2 1 2-10 1 RAFTER SLOPE: 3:12 I I - IGd I I -40d � SHALL BE BY OWNER. "ACCURATE 2-2x6 5-5 1 4-8 1 4-2 1 4:12 8- I Gd 8-40d 3, ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL, NEC AND UNDERWRITERS 'CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE 2-2x8 6-10 1 5-11 2 5-4 2 5:12 7- I Gd 7-40d EACH LAP Q LABORATORY REQUIREMENTS. 5UBMI5510N 2-2x10 8-5 2 7-3 2 6-6 2 7:12 5- I Gd 5 -40d NG - INSTALL ALL WATER WASTE, SOIL, AND VENT PIPING Ind STRICT ACCORDANCE WITH 'CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW 2-2x12 9-9 2 8-5 2 7-6 2 9:12 AND GREATER 4- I Gd 4-4od 4. PLUMBI TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE 3-2x8 8-4 1 7-5 1 6-8 1 CEILING JOIST LAPS OVER PARTITION(FACE NAILED) THE RCNY5-201 O PLUMBING CODE CHAPTERS 25-32 AND ALL LOCAL CODES HAVING 15 THE RESPONSIBILITY OF THE LICENSEE RAFTER SLOPE: 3:1 2 1 1 - IGd I I -40d 3-2x10 10-6 1 9-1 2 8-2 2 4:12 8- IGd 8-40d � JURISDICTION. 3-2x12 12-2 2 10-7 2 9-5 2 5:1 2 7- I Gci 7-40d EACH LAP 5. SANITARY DRAINAGE PIPING SHALL CONFORM TO RCNY5 CHAPTER 30 AND SHALL BE 4-2x8 9-2 1 8-4 1 7-8 1 7:12 5 - 1 Gd 5 -40d PVC-DMV PIPE FITTINGS MEETING ASTM D2GG5 PER TABLE P3002. 1 P3002.2. STRUCTURAL STATEMENT MECAHNICAL SEE TATMNT 4-2x10 11-8 1 10-6 1 9-5 2 9:12 AND GREATER 4- IGd 4-40d THE 51ZE OF THE COMBINED WASTE * VENT PIPE SHALL CONFORM TO RCNY5 TABLE 4-2x12 14-1 1 12-2 2 10-11 2 COLLAR TIE TO RAFTER(FACE-NAILED) to P31 1 1 .3 AND SHALL BE AS SHOWN ON THE DRAWINGS. THE EXISTING STRUCTURE 15 ADEQUATE TO Roof, Ceiling & One Center Bearing Ftoor RAFTER SLOPE: 3:12 7- 1 Od 7- 1 2d 4:12 G- I Oct G- 1 2d PER TIE G. WHEN SCHEDULED, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE 5UP?ORT THE NEW LOADS IMPOSED BY THE R324. 1 .5 PROTECTION OF MECHANICAL AND ELECTRICAL 2-2x4 3-1 1 2-9 1 2-5 1 5:12 4- 1O 4- 12d UNDERTAKING WORK AND SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR ENCI.05ED BREEZEWAY 4-0 1 3-7 2 G:12 AND GREATER 4- 1 Od 4- 1 2d AND CARPORT SYSTEMS. THESE SYSTEMS SHALL BE LOCATED AT OR 2-2x6 4-6 1 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE INCLUDING UPLIFT t SHEAR ABOVE THE DESIGN FLOOD ELEVATION PLUS FREEBOARD THE BOILER CAN HANDLE THE NEW ADDITION FOR HEATING. 2-2x8 5-9 2 5-0 2 4-6 2 BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - 1 Od EACH END BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS, NO LOADS TO BEAR ON ANY INTERIOR WALL. AS SPECIFIED IN 8323. 1 .3.3. 2-2x10 7-0 2 6-2 2 5-6 2 RIM BOARD TO RAFTER(TOE-NAILED) 2 - IGd 3- IGd EACH END i 2-2x12 8-1 2 7-1 2 6-5 2 W A L L F R A M I N G m THE CONTRACTOR SHALL CALL THE ENGINEER FOR CLARIFICATION AND/OR R324.3.G- DESIGN AND METHODS OF PROPOSED 3-2x8 7-2 1 1 6-3 2 1 5-8 2 CV INSTRUCTIONS. IF THE CONTRACTOR FAIL5 TO FOLLOW THE ABOVE PROCEDURE, HE CONSTRUCTION TO BE USED MEET THE APPLICABLE 3-2x10 8-9 2 7-8 2 6-11 2 TOP PLATE TO TOP PLATE(FACED NAILED) 2 - 1 Gd 2- 1 Gd PER FOOT SHALL ASSUME ALL RESPONSIBILITY FOR THIS CONSEQUENCES OF HIS ACTIONS ENERGY NOTES TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4- 1 Gd 5 - 1 Gd JOISTS-EACH 51DE CRITERIS OF THE RCNY5 AND HAVE BEEN PREPARED AND 3-2x12 10-2 2 8-11 2 8-0 2 STUD TO STUD(FACE-NAILED) 2 - I Gd 2- I Gd 24"O.C. AND/OR DECISIONS. SEALED BY A REGISTERED ENGINEER. 4-2x8 8-1 1 7-3 2 4-8 2 HEADER TO HEADER(FACE-NAILED) IGd I Gd IG"O.C.ALONG EDGES 7, INSURANCE: G.G. TO FURNISH EVIDENCE OF CURRENT WORKMAN'S CALCULATIONS ARE VALID UP TO 5750 DEGREE DAYS. COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, COMPREHENSIVE CERTIFIED CONFORMANCE FOR ZONE I I B. 4-2x10 10-1 1 8-10 2 8-0 2 TOP O BOTTOM PLATE TO STUD(END-NAILED) 2 - 1 Gd 2-40d PER STUD Op lVEK/ AND OWNER'S LIABILITY INSURANCE COVERAGE TO THE OWNER 4-2x12 11-9 2 10-3 2 9-3 2 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 - IGd 2- IGd Roof, Cellan & One Clear Span Floor BLOCKING(FACE-NAILED) PER FOOT y AUTOMOBILE WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER 9 P PRIOR TO THE START OF CONSTRUCTION. (PERFORMANCE RATING OF 1 .0 PERM) INSTALLED ON THE "WARM-IN-WINTER SIDE" OF THERMAL 2-2x4 2-8 1 2-4 1 2-1 1 F L o O R F R A M I N G 8. THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSULATION. 2-2x6 3-11 1 3-5 2 3-0 2 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4- 1 Od PER J015T ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE ENGINEER HAS NOT BEEN 2-2x8 5-0 2 4-4 2 3-10 2 1 BRIDGING To J015T(TOE-NAILED 2 -(1 2- 1 Od EACH END RETAINED FOR CONSTRUCTIONS OVERSIGHT AND 15 NOT RESPONSIBLE FOR ANY WORK WINDOWS AND 51DING SHALL HAVE A MAX. AIR INFILTRAITON RATING OF 0.2 CRM PER SF OF 2-2x10 6-1 2 5-3 2 4-8 2 BLOCKING TO J015T(TOE NAILED) 2 -8d 2- 1 Od EACH END PERFORMED BY THE CONTRACTOR, HI5 5UB,-CONTRACTOR5 OR HIS AGENTS. WINDOW AREA. SWINGING DOORS SHALL HAVE A MAX. AIR INFILTRAITON RATE OF 0.5 CFM PER 2-2x12 7-1 2 6-1 3 5-5 3 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3- I Gd 4- 1 Gd EACH BLOCK 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE STARTING 5F OF DOOR AREA. LEDGER STRIP TO BEAM(FACE-NAILED) 3- IGd 4- 1 Gd EACH JOIST 3-2x8 6-3 2 5-5 2 4-10 2 CONSTRUCTION t SHALL NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR DISCREPANCIES 3-2x10 7-7 2 6-7 2 5-11 2 JOIST ON LEDGER 15 BEAM(TOE-NAILED) 3-8d 3- I Od PEP,J015T BEFORE PROCEEDING W/THE WORK. IF ANY QUESTIONS ARISE BEFORE OR DURING SKYLIGHT SHAFTS SHALL HAVE A MINIMUM INSULATION VALUE OF R-1 9. 3-2x12 8-10 2 7-8 2 6-10 2 BAND JOIST TO JOIST(END NAILED) 3- I Gd 4- 1 Gd PER JOIST J CONSTRUCTION AS TO THE INTENT OR DETAIL OF THE DRAWINGS, THE CONTRACTOR - - BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2- IGd 2- IGd PER FOOT � 4-2x8 7-2 1 6-3 2 3-11 2 SHALL CONTACT THE ENGINEER FOR CLARIFICATION OR INSTRUCTIONS. IF THE GARAGES - FRONT, SIDES, DOORS, INTERIOR SHALL HAVE MAX. U=0.40 42x10 8-9 2 7-7 2 6-10 2 ROOF S H E A T H I N G CONTRACTOR FAILS THE ABOVE PROCEDURE, HE SHALL A55UME ALL RESPONSIBILITY 4-2x12 10-2 2 8-10 2 7-11 1 2 STRUCTURAL PANELS: PANEL INTERM FOR THE CONSEQUENCES OF HIS ACTIONS OK DECISIONS. ALL FIREPLACES SHALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBU5TIONAIR 150-200 Roof, Ceiting & Two Center Bearing Floors EDGES SUPPORTS INTERIOR ZONE 8d I Od G" 1211 CFM. ALL FLUES SHALL HAVE TIGHT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 CFM. AL 2-2x4 2-7 1 2-3 1 2-0 1 PERIMETER EDGE ZONE 86 1 Od G" 12" 10.ALL CODES REFERENCES ARE NY5 RESIDENTIAL BUILDING CODE5-2010 UNLESS FIREPLACES SHALL HAVE TIGHT-FITTING NON-COMBUSTIBLE DOORS. 2-2x6 3-9 2 3-3 2 2-11 2 GABLE ENDWAU RAKE WITH LOOKOUT BLOCK 8d I Od 4" 4" OTHERWISE NOTED. THE CONTRACTOR SHALL SUBMIT THE DESIGN, 51ZE AND TYPE OF MECHANICAL SYSTEMS AND/OR 2-2x8 4-9 2 4-2 2 3-9 2 C E I L I N G 5 H E A T H I N G W GENE - RAL CONSTRUCTION NOTES 2-2x10 5-9 2 5-1 2 4-7 3 COMPONENTS WHICH WILL BE USED, IN SUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING ` 2-2x12 6-8 2 5-10 3 5-3 3 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ I O"FIELD U DEPARTMENT. Y / 3-2x8 1 5-11 2 5-2 2 1 4-8 2 W A L L 5 H E A T H I N G > z I • ALL FOUNDATIONS SHALL REST ON UNDISTURBED 501L 2,000 P5F BEARING CAPACITY A5 PER RCNY5 TABLE 401 .4. 1 ; CONTRACTOR SHALL THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE FIELD ALL THERMOSTATS SHALL BE ADJU5TIBLE FROM 55 DEGREES TO 85 DEGREES FARENHEIT. i 3-2x10 7-3 2 6-4 2 5-8 2 STRUCTURAL PANELS/HARDBOARD: PANEL INTERM W PRIOR TO PERFORMING ANY WORK. 50TTOM OF FOOTINGS SHALL BE INSTALLED DOWN TO FROST LEVEL 3-2x12 8-5 2 7-4 2 6-7 2 W ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. EDGES SUPPORTS � LLJ � PER RCNY5 8301 .2. 1 OR SHALL PROVIDE FOR HYDROSTATIC PRESSURE PER RCNY5 R404. 1 .3 / -2x8 6-4 2 4-3 2 3-10 2 INTERIOR ZONE 8d I Od 4" 4" 4-2x10 8-4 2 7-4 2 6-7 2 4'EDGE ZONE 8d I Od 4" 4" 0 � cz 2. ALL CONCRETE SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF ACI-301-9G HVAC CONTRACTOR SHALL VERIFY HEAT L055 CALCULATIONS. 4-2x12 9-8 2 8-6 2 7-8 2 FIBERBOARD PANELS: z "5PECIFICATION5 FOR STRUCTURAL CONCRETE (FOR BUILDINGS" (f C'=3,000 PSI); ALL EXPOSED Roof, Ceiling & Two Clear Span Floors 7/I G" Gd 3"EDGE/G"FIELD SLABS, GARAGE SLABS AND STEPS SHALL BE 3500 P51 AIR-ENTRAINED. REINFORCING STEEL SHALL ALL CELLAR AND/OR BASEMENT DOORS SHALL BE INSULATED. 2-2x4 2-1 1 1-8 1 1-6 2 25/32" 8d 3"EDGE/6"FIELD LU W Lo Q GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD LU = L(� 0 LU CONFORM TO ASTM A-G 15 GRADE GO. ALL CONCRETE TO CONFORM TO COMPLIANCE VALUES PER 2-2x6 3-1 2 2-8 2 2-4 2 PARTICAL BOARD PANELS 8d 8d SEE MANUFACTURER Z - RCNY5 TABLE 8402.2. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF AND PROFESSIONAL 2-2x8 3-10 2 3-4 2 3-0 3 BLOCK SHALL BE FILLED CONFORM TO ASTM G90; MORTAR SHALL BE JUDGEMENT THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE OF "� 2-2x10 4-9 2 4-1 3 3-8 3 F L O O R 5 H E ATH I N G z LL O 3, ALL CONCRETENEW YORK STATE. Y 3-2x12 5-6 3 4_9 3 4-3 3 I°S: LESS 8d I Od G"EDGE/ 12"FIELD rrz^^ 6 C 1 AL BE DOWELED TO FOUNDATION/FOOTONG ORA KEYWAY STRUCTURAL PANELS: V TYPE M . ALL BLOCK SHALL 4-2x8 4-10 2 4 2 2 3-9 2 SHALL BE PROVIDED. 1 4-2x10 5-11 2 5-1 2 4-7 3 GREATER THAN I" I od IGd G: EDGE/ 12"FIELD LU 0 � 4, THERMAL MOISTURE PROTECTION: G.C. SHALL APPLY ONE COAT OF 00 0) 3-2x12 6-10 2 5-11 3 5-4 3 �ry A �5gj i 50. I � 4-2x8 5-7 2 4-10 2 4-4 2 W Q O (\ BITUMINOUS DAMPROOFING TO THE EXTERIOR FACE OF ALL FOUNDATION 1 BITUMWALLS PER MANUFACTURE'S RECOMM. UNLESS OTHERWISE INDICATED, BATT R� 1 0.00 ��� 4-2x10 6-10 2 5-11 2 5-3 2 = _1 INSULATION SHALL BE FOIL-FACED, FIBERGLASS, R-VALUE AS PER THE PLAN �� n! 4-2x12 7-11 2 6-10 2 6-2 3 - U 0 (j) REFERENCES. DAMP PROOFING SHALL BE PROVIDED FOR PER RCNY5 R40G. 5. ALL FRAMING MEMBERS SHALL BE DOUG-FIR#2; PROVIDE (2) 2x8 HEADER OVER ALL DE ANALYSIS WALL OPENINGS, UNLE55 OTHERWISE NOTIrD. INSTALL "CATS" AT MID HEIGHT POINTS OF WALLS AND GROSS-BRIDGING OF MID-SPAN POINTS OF FLOOR JOISTS. BLOCK ALLf-z-I EXPOSUPIE HORIZONTAL SHEATHING AT EXTERIOR WALLS PER WOOD FRAME CONSTRUCTION - CATEGORY B U MANUAL(WFCM) W G. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL WALLS AND UNDER cn OCCUPANCY BATHTUBS. PROVIDE 51MP50N HANGER CONNECTIONS AT ALL FLUSH STRUCTURAL o LOAD BEARING CONDITIONS. \ Residential 7, MICRO-LAM GIRDERS (ML) SHALL BE LAMINATED VENEER LUMBER WITH E=2,000,000 y REFERENCE STANDARDS PSI, FB=2800 PSI AS MANUFACTURED BYTRU5-JOIST MCMILLAN. I w N w 8. EXTERIOR WINDOWS AND GLA55 DOORS 50ALL BE IN ACCORDANCE WITH SECTION RG 13. ALL N Resldentlal Code of New York State - 20 10 GLAZING 15 TO COMPLY WITH SECTION 8308/ R301 .2. 1 .2. b 9. STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE WITH RCNY5 SECTION R3 I 1 .5 AND HANDRAILS Climate Frame Construction Manual AF � PA-200 I SHALL BE PROVIDED IN ACCORDANCE WITH RCNY5 SECTION R3 1 .5.G. MAINTAIN ENCLOSED � \ Climate Zone: I I B STORAGE AREA- � egree ays: 5750 DESIGN LOADS O 10. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING MODIFY TO BE 2.9' THERMAL ENVELOPE, A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE '-' WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R3 18. SET BACK OFF Decks: 40 psf ;„ „ W 11. i, 't y 1 1 . INSULATION SHALL HAVE A FLAME-SPREAD OF NOT GREATER THAN 25 AND A SMOKE DEVELOPED PROPERTY LI E `' 8 � I I;` E..� 1 `_1 , -' INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R315. AttiCS: 20 psf U �^� 142,, � \ Rooms (other than sleeping rooms): 40 psf +` 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND s o Sleeping Rooms: 30 psf FEB ' 9 2017 w A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R3 15. 0 20 Stairs: 40 p5f O 13. LAP 51DING SHALL BE D4 VINYL SIDING INCLUDING ALL CORNER, WINDOW AND I 8 DOOR TRIMS TO PROVIDE WORKMANSHIP REQUIRED FOR ADEQUATE o Roof: ll5: 200 # ; Coutheld 1 tivn AN OR A COMPLETE INSTALLATION. � OCp�1' '� a 5 Roof: 20 psf (ground snow load) MOISTURE PROTECTION D F � DEAD LOADS: 10 psf 14. INSULATING SHEATHING SHALL BE CLOSED-CELL EXTRUDED POLYSTYRENE SHED82, ' 8' 1 . FOAM, THICKNESS AS INDICATED, FASTENED PER MANUFACTURE'S RE COMM. IAS b \ W b q w N W 1 G. ALL LUMBER THAT COME5 IN CONTACT WITH CONCRETE AND ALL DECK AND PORCH SHED SUB-STRUCTURE SHALL BE ACQ PRESSURE TREATED. ALL FA5TENER5FOR PRESSURE FRAME(o.L.ws N q ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED OR STAINLESS SHEDS 149 0 °° BLE STEEL PER RCNY5 R3 19.3 \ STRUCTURAL MEMBER 1 S TORY DEFOL CT ON w [H o FRAME vJ Rafters having slopes greater than 3/12 U180 O ttv I DWELLING with no finl5h ceiling attached to rafter5. U C\ Interior wall5 and partion5. H/180 w W \ 00 Floors and plastered ceilings. L/3G0 W O All other structural members. U240 Exterior walls with plaster or stucco finish. H/3GO yy Exterior walls-wind loadl5he5.5(a) with brittle finU240 "V 2.9 ALL INFORMATION DEPICTED WITHIN THESE DRAWINGS DETAIL ACTUAL CONDITIONS. THEY ARE \ Exterior walls-wind load5(a) with flexible U120 a �PRoy NIGHT finl5he5. AC5 DERIVED FROM VISUAL INSPECTION, HOMEOWNER'S RECOLLECTION AND TYPICAL BUILDING BUi ,F� - _ _WATER L�,E Note: L= span length, H= span height OD 19.g [-� PRACTICES AT THE TIME OF THE CONSTRUCTION. A MORE INVASIVE INSPECTION CAN BE MADE AT - -- - - - - - _ (a) The wind load shall be permitted to be taken as 0.7 times THE REQUEST OF THE GOVERNING MUNICIPALITY. 19.9- _ the Components and Cladding loads for the purpose of the -� - determining deflection limlt5 herein. FLOATINGDOCK 12 7.SO $ULKNEAD - - LU Ln OWNER/OWNERS AGENT SHALL ENSURE THAT THE CONSTRUCTION, NEW OR EXISTING COMPLIES WITH THE DESIGN DRAWINGS. ALL CONSTRUCTION AND MATERIALS SHALL BE MODIFIED TO GppSE CLIMATIC GEOGRAPHIC DE51GN CRITERIA - TABLE 8301 .2( 1 ) o m CONFORM WITH THE DESIGN DRAWINGS BY THE OWNER OR HIS AGENT. NECK CREEK WIND DESIGN SUBJECT TO DAMAGE 113 Q o t� CONTRACTOR SHALL MEASURE AND CONFIRM ALL DIMENSIONS PRIOR TO ORDERING ANY NEW OR Wind Ice I PLOT PLAN GROUND SEISMIC Frost WINTER IF AIR MEAN U � � < S ectal Barrier � p p REPLACEMENT WINDOWS, DOORS AND OTHER EQUIPMENT AND MATERIALS. OWN ER/AGENT TO SNOW Seed To o ra hic Wiped Borne DESIGN Weathering 15 Line Termite DESIGN Underla m HAZARDS FREEZING ANNUAL SELECT/APPROVE FINAL MATERIALS, EQUIPMENT, FIXTURES INCLUDING COLOR AND STYLE. SCALE: I "=30' LOAD (mph) Effects Region Dore CATAGORY Depth TEMP Required INDEX TEMP Site an Information from o SEE BEMIS PLan JM Ld Surveying, PLLC 20 PSF 130 B NO 2 C . SEVERE 3'-0" to 15 deg NA PLANS 599 5 I XWest Sayville, NY EXAM. N � t 6� N O JP ca N L Q N O 4 MAINTAIN BREEZEWAY- ENCLOSED AND CONVERTED TO LIVING SPACE - (New Bathroom � Bed Km Expan51on) (Roof w35 EX151tin�j Part of Breezeway) N MAINTAIN ENCLOSED STORAGE AREA- h MODIFY TO BE 2 . 9' SET BACK OFF PROPERTY LINE Ex15t house El -10HU � p-- <9 LID Ll HHH /Iwk oAXU � / 00o � Z 20210 / L1J � W J z � c Grade Grade 3068 W = 0 G) 17'-4" 11'-2" 9'-7" 14'-3" 10'-10" (S) _ L9 z ►Lp �t 64,_x„ z U' 0 m LO � :� 6 0 w Q z m FRONT ELEVATION FL SCALE: 114" = 1 '-0" �4 U W Q W L� O H W � W MAINTAIN ENCLOSED STORAGE AREA- N Q RECONSTRUCT TO BE 2 . 9' OFF w � z PROPERTY LINE Ex15t House BeY and Q OOWo � -21 u � � 0 Ex15t house Beyond W O Grade Grade � W Ln RIGHT SIDE ELEVATION m � z o 0 SCALE: 1 /4" = I '-0" Q >q Q J c) i N 0 N O JP N a� m 13,-8" 21'-0" Planter Steps up to Deck Roof Line (Tva) m N �O NEyr r Den Lvcj Km 5'-0„ L E , OpLn-Elan I Open MAINTAIN DECK �10 MAINTAIN BREEZEWAY- ENCLOSED Den AND NG SPACE CONVERTED TO LIVING - R L V Dn Rm Bathroom Bed Km Ex an51on w. . . . . . . . . (New p ) ry LU � ROOo 0J�f'-1-me —L-- U a' O Cst „ \� — E/ LU . . . . o -173 a 23 11 1 o MAI NTAI N ENCLOSED CARPORT w = o * RECONSTRUCT TO BE 2 . 9' SET o 2 z � 0 p Laundry Roof Over \� BACK OFF PROPERTY LINE o Open � � � 0 � o Kitchen xlst c(s)Bz z Bath rm a Cst �- �- ao• � Maintain \ Maintain Enclosed U Removed Carport Wall to w 5'-5" Roof Over EXI5t Wall Remain � \ Q to Bedrm Ne Al 01 Planter \ EXISt Ba h rm W 1o'ti Expanded CU Gara 6j e Wood Deck Bed RMIn On-Grade cu O" Exist Carport Wall To Area Be Removed C) 15'-3„ � "--I4'-5" 4 New Location of Wall ., W and Foundation to U 2434 2020 N° 2.9' Off Property Line Roof Line yp) o 11'-2" 9'-7" 7-4 Maintain End d \ W > Car ort � w Wall to Be Rem d H Q Z with New Wall G4 x Q Roll-Up Door ji Location Q '� \ W �D ►��+ 9 C � . 202-10C:) 2 3068 IJV W O W 0-a U I' 101-101, \ Z Maintain Enclosed Storage Area Front Wall, with New Door �+ 17'-4" 210'-10" 14'-1" and Window 52'-33" LEGEND D EXISTING WALLS TO REMAIN - NO CHANGE a EXISTING WALLS TO BE REMOVED In C EXI5TING WALLS ALREADY REMOVED O HOUSE DECK PLAN n - NEW INTERIOR WALL- 2"X 4"WOOD STUD @ 16"O.C. W Q � p O SCALE : /^ii —O�� NEW CONCRETE FOUNDATION WALL Q w `t — Q) Q ® NEW POST DOWN TO FOUNDATION, IN5TALL (() C) J C� NEW FOOTING IF NONE EXISTING 2830 WINDOW/DOOR DIMENSION 2'-G" X 3'-0" (2830) ® C.11. 8'-2" CEILING HEIGHT Pt LU52G-51MP50N 930 LB UPLIFT u� 0 NAIL AS PER MFG. REQ. N O D JOIST HANGER DETAIL 3'-4' Q SCALE = NONE ca L O V! 1 -1/4" W X 20 GAGE GALV. STRAP N (SEE PLAN FOR QUANTITY OF NAI 1-5) ALSO COMMON NAILS SLAB ON GRADE -TOENAILED- REQUIRED FOR SHEAR LATERAL BRACING PER WFCM UNEXCAVATED �CP 2001 - TABLE 3AA (Pitch Toward Entrance) — REQUIRED CAPACITY OF 411 P.C. SLAB W/ 611X611 0 / 10 (n RAFTER CONNECTOR; 2G9 PLF (WFCM-2001 TABLE 3.4) (WFCM-2001 TABLE 3.4A) W.W.M. ON G MIL. VA OR BARRIER N WHEN NAILED PER MFG'S REQ. Provide 4"-Min. Bas Course WALL CONSTRUCTION (TYP) No PLYWOOD ON 2 X 4 STUDS @ I G" O.C. New Enclosed Simpson Strong-Tie- H2 Shown (May Be Used) N UPLIFT CAPACITY 335 LBS o Storage Area Wall �� � Qf ra Foundation RAFTER TO WALL CONNECTION Exist Garage Ex15t Garage 13 UTILIZE/WALL STUDS ALIGN DIRECTLY --(:D I WITH RAFTERS Pitch Slab Toward Do SCALE = NONE Per 8309.3 20210 v A 3068 A Y^A Line (TY'__p) D STRAPPING: 1-1/4"W X 20 GA. @ I G"O.C. - 1 o l-1 o n . QD NAIL A5 PER WFCM 2001- TABLE 3.413 (' WRAP AROUND SILL PLATE L J Z E EXTEND UP EACH STUD P-O"HIGH ABOVE BOTTOM PLATE EQUAL Q NUMBER OF SPECIFIED \J NAILS IN EACH END ^/ ANCHOR BOLTS MAINTAIN E N C LO S E L7 STORAGE A KE A n PER WFCM 2001 TABLE EO U N D AT I O N PLAN � � o 3.28-45"O.C.FOR 5/8" A. 3I X 3 "DIA WASHER KE C O N ST ICU CT TO B E 2 . 9 ' SET 8 AC KSCALE: 114" = 1 '-011 @ a Q OFF FROFEKTY LINE z n U STUD TO P.C. FOUNDATION DETAIL C SCALE: 1 /4" = 1 '-011 z V O n � SCALE = NONE W x F=OUNDATION NOTES 0/ = J . ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL 2,000 PSF BEARING CAPACITY; A MIN. U m OF 3'-0" BELOW GRADE. CONTRACTOR SHALL CONFIRM THE LEVEL OF ACCEPTABLE BEARING u_ °- STKATA AND VERIFY IN THE FIELD PRIOR TO PERFORMING ANY WORK. 2. AT A MINIMUM ALL CONCRETE SHALL CONFORM TO RCNYS TABLE 8402.2 FOR SEVERE U EXIST ROLLED ROOFING MATERIAL WETHERING POTENTIAL; W SIMPSON FiDU8-5D52.5 m�> ROOF DECK A. BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO Q I " EXTERIOR PLYWOOD ROOF WHEATHER SHALL BE FC'=3,000 PSI HOLD DOWN SCALE NONE 2"X8" 5HEATHIN B. BASEMENT, FOUNDATION, EXTERIOR WALLS * OTHER VERTICAL CONCRETE EXPOSED TO THE = � # ANCHOR BOLT SPECIFICATION LEDGER BOARD LAG BOLTED 15FELT BUILDI PAPER. �WEATHER SHALL BE FC'=3 000 PSI � SHALL BE AIR ENTRAINED (5% < AIR CONTENT < 7%). W T�1 TO BOX JOIST(2) I/2"DIA.X6" R.R. 2"x G" C. SLABS, PORCHES AND STEPS EXPOSED TO THE WEATHER SHALL BE FC'=3,500 PSI AIR v (REQUIRED FOR ALL NEW CONSTRUCTION LONG GALVANIZED THROUGH BOLT i WASHER @ 1 6"O.C. @/1 I G" O.C. ,AND/OR NEW ADDITIONS) 2"x 4" TOP PLATES ENTRAINED CONCRETE. TYPICAL SPACING TYPICAL CORNERS D. BASEMENT SLAB TO BE MIN. 4" THICK POURED CONCRETE. 39•oC (5/e1•soft) 8'MIN. / 12' MAX. A 2"X G" IHdr II IIII(2 E. GARAGE SLAB TO BE 4 PUKED cONCRETE W/G x6 xG/G STEEL MESH REINFORCING, 3,500 ) 11 B PSI CONCRETE. `D W I o� � 11 6 3. FOUNDATION WALLS SHALL EXTEND G-IN. MIN. ABOVE FINISHED GRADE PER RCNYS 8404. I .G W 13 e TABLE 3.2C - WFCM 2001 WALLCON5T CTION TYP 4, ALL CONCRETE SHALL ALSO CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF W ANCHOR BOLT SPACING PLAN SILL OR BOTTOM PLATE TO FOUNDATION C Grade PLYWOOD O 2 X 4 5TUD5 @ I G" O.C. ACI-3 18 � ACI-301 -9G "SPECIFICATIONS FOR STRUCTURAL CONCRETE (FOR BUILDINGS" W Q b O ANCHOR BOLT CONNECTION -RESIST UPLIFT-EXPOSURE B ,. • - .. . •: _ Y (FC'=3 000 PSI). REINFORCING STEEL SHALL CONFORM TO ASTM A-G 15 GRADE GO. W .. FASTEST MILE WIND SPEED FASTEST MILE WIND SPEED (MPH) (MPH) :.:�'''' 's''• 5. ALL CONCRETE BLOCK SHALL BE FILLED * CONFORM TO ASTM C90' MORTAR SHALL BE TYPE I'M" Z 110 120 110 120 ^ G. THERMAL * MOISTURE PROTECTION SHALL BE PER RCNYS R40G. I * R40G.2: G.C. SHALL APPLY W Q ANCHOR BOLT FOUNDATION 10'-1 SLAB N GRADE ONE COAT OF BITUMINOUS DAMPROOFING TO THE EXTERIOR FACE Of ALL FOUNDATION WALLS Q W1'--1 O CONNECTION SUPPORTING FOUNDATION SUPPORTING 8' END ZONES INTERIOR ZONES UN CAVATED PER MANUFACTURES RECOMM. UNLESS OTHERWISE INDICATED, BATT INSULATION SHALL BE Itch Toward Entrance) FOIL-FACED, FIBERGLASS, K-VALUE AS PER THE PLAN REFERENCES. Q o Sill Plate to Foundation 4" P.C. SLAB W/ G"xG" 10 / 10 SECTION A-A U 4-.1 o Z I -3 Stories W.W.M. ON 6 MIL. VAPOR BARRIER 7. ALL EXTERIOR CORNERS INSIDE * OUTSIDE CORNERS SHALL BE BRACED W/ 1 /21, CDX PLY., (Uplift Loads) I - STORIES 39 33 45 38 Provide 4"-Min. Base Course NAILING SCHEDULE SHALL BE 8d COMMONS @ I G" O.C. AT ALL EDGES * 8d COMMONS @ ALL Z Q SCALE: 114" = I '-011 INTERMEDIATE STUDS. (APPROVED DIAGONAL CORNER BRACES BOTH DIRECTIONS AT ALL W a CORNERS). 8. ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN THROUGH ALL LEVELS AND TERMINATE [� O LEGEND TABLE 8402.2 - RCNYS AT THE CELLAR FLOOK AND BE SUPPORTED BE A THICKENED SLAB, GRADE BEAM, OR FOOTING MINIMUM COMPRESSIVE STRENGTH OF CONCRETE DESIGNED TO CARRY THE LOAD. I EXISTING WALLS TO REMAIN - NO CHANGE MINIMUM SPECIFIIED COMPRESSIVE STRENGTH (f'c) EXISTING WALLS TO BE REMOVED 9. PROVIDE #4 HOOKED DOWELS 1 '-0" LONG INTO EXIST. FOUNDATION WALL AT 12" O.C. VERTICAL TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potential SECURED W/ HIGH STRENGTH, NON-SHRINK EPDXY GROUT (TYP) C ---I EXISTING WALLS ALREADY REMOVED Negligible Moderate Severe p 10. ALL CONCRETE EXPOSED TO WEATHER SHALL BE 3,500 PSI - REFER TO TABLE 8402.2 (Th115 0 NEW INTERIOR WALL- 2"x 4"WOOD STUD @ 1 G° D.C. Basement walls, foundations and other concrete not 2,500 2,500 2,500 exposed to the weather Sheet) z` m o ' NEW CONCRETE FOUNDATION WALL z C — Basement slabs and Interior slabs on grade, except W <2,500 2,500 2,500 —i W ® NEW P05T DOWN TO FOUNDATION, INSTALL garage floor slabs NEW FOOTING If NONE EXISTING Basement walls, foundation walls, exterior walls and 2,500 3,000 3,000 CONTRACTOR SHALL PERFORM A TEST HOLE AND CONFIRM THE CONDITIONS AND BEAR n c) -' o 2630 WINDOW/DOOR DIMENSION 2'-G" x 3�-0° (2630) other vertical concrete work CXP05ed to the weather CAPACITY OF SOILS AND EXISTING FOUNDATION PRIOR TO PERFORMING WORK. ex Porches, carport slabs and ste s 05ed to the ANY DISCREPANCY OR DEVIATION FROM THE SPECIFICATIONS SHALL BE BROUGHT TO THE C.H. 6-2" CEILING HEIGHT p p p 2,500 3,000 3,500 FORMING WORK. weather, and garage floor slabs ENGINEERS ATTENTION PRIOR TO PER N 0 N 4-1-1 N L EXISTING ROOF TO REMAIN Q N 6� to L Cyt 41 R-25 FIBERGLASS BATT INSUL. N Maintain > Removed EXISt wall Ga ra e CIO Ne N In Ba h rm 2" x 6" Cj 16" O.C. t I r ` ' I DOUBLE TOP PLATE 41E�3 u Expanded 2" x 4" WOOD STUDS ® 16" O.C. Bed Rm 49„ 1/2" CDX SHEATHING Area 4'-S" R-15 FIBERGLASS BATT INSUL. CONSTRUCTED CINCA 1992 2434(2) ' Hdr (2)20X60 Hdr J 1/2" INTERIOR SHEETROCK VINYL SIDING OVER 15# FELT SCREWED, 3 COATS TAPED AND SPACKLED ON WALLS AND T CEILINGS (TYP.) Roof Line (Typ) U NEW WALL SECTION (TYP) i, o U_ M 1= of z Lu Lu Z Z 8/8'HARDWOOD FLOOR " ' W J x 1/2'TT&G PLYED. SUBFLOOR rr^ Lj.I 9-13 BATT INSUL (2) 2" x 4" ACO SILL PLATE V U Of W 2'X8'F.J.O 18-O.C. z FZ Lu G Q :2 W = O W MAINTAIN BREEZEWAY- ENCLOSED z 2'X4'C.CA SLEEPERS O 4'-0'D.C. AND CONVERTED TO LIVING S PAC E - Luo o co (New Bathroom * Bed Rm Ex an51on) W Q z m EXISTING FLOOR SLABe .,.a EXISTING GRADE (Roof/Foundation were EX151tin6j Parts Q_ U of Breezeway) w EXISTING rte, • a FOUNDATION w T a .• 1� a e TWICAI, WAIL 5�cfioN 13-13 SCALA - NONE � Exist Roof of a Covered Breezeway W � W ® WQ o 0 CD Qz EXIST V.T.R. New Wa115 to Enclose � � Q � EXIST ROOF J Breezeway �� Grade 2 I/2 V. _ — — - - - - - - - - - - - - - - -- - -- - - - - - - - I I Exist Foundation of 9'-7" o o Z I I I Covered Breezeway Wkn W d- I I Z I I I I KITCHEN I I LAV. W LAV LAUNDRY[J- 1 JI I � � i i �� 1=KONT ELEVATION I F. l T 1 — I - 5HOWER 1 -I j -t• SHOWER I -I J 1= _ _� I r,—0� I i I L I �w c. SCALE: 114" = 1 -011 �✓ `I l r L_I� r�1- I ( I 1 DW II 7 1 r f 2" �I LEGEND N �' .� L � L — J I I I I I W WASTE PIPE TO 21' I 3" 21J 2"j 3" —L————— 311 D EXISTING WALLS TO REMAIN - NO CHANGE 1 EXIST. SANITARY �- -_-- - - - -- - _ -_ �- - - - - - - - - - - - - - - _ -- - - - - D15PO5AL SYSTEM / EXISTING WALLS TO BE REMOVED Maint. New Bath Rm SAN ITAKY R[5ff- � DIAGRAM C � EXISTING WALLS ALREADY REMOVED In - - - 4�- - — Lu NEW INTERIOR WALL- 2"X 4"WOOD STUD @ I G"O.C. SCALE: NT5 -' m ' NEW CONCRETE FOUNDATION WALL Z p Lu QLL- NEW O J lL ® NEW POST DOWN TO FOUNDATION, INSTALL U NEW FOOTING IF NONE EXISTING � J 2630 WINDOW/DOOR DIMEN51ON 2'-G" X 3'-0" (2630) C.H. 8'-2" CEILING HEIGHT AL N O cV O ca N s` Q C N L O 4 29,-7" 2'-9" a� 2"X 10'LEDGER BOARD LAG BOLTED TO BOX JOIST(2) 1/2"DIA.X G" LONG GALVNIZED TYIROUGt1BOLT EXISt I-louse — 4 WWASHER@ @ IG6'O.C. [� MI O O In N % Zz % 0 / y '� N / / ` CD / Zz // / / } / c' (t) / U { Lu% — C ,� Planter U CD / r > Z I 6', / W o p e� U D_ Q VP 5 ep5 vp z G ELI w Q Ill = LnOm Planter a �3� W 6 p X ._3 39WQ� ED a � _j BEAM PI FK PLAN w Q SCALE: 1 /4" = I '-011 O H w � rn O W Q s O W � > � N W 2"X I O"LEDGER BOARD LAG BOLTED nn TO BOX JOIST(2) I/2"DIA.X 6" � 1.4 LONG GALVANIZED TYI H BOLT hhh���--illll) t WASHER @ 16"O.C.. I k Grade W ��_( C) F-1 (2) 2"X8" BEAM 8"X8"X 16" CMU ;+ F.J. 2"XG" @ I G" OC O W .. BLOCK SUPPORTS i--i in ON GRADE (TYP) 12" Dia x 36" Deep P.C. Pier (Typ) 5 -3 X# 7'-1" 7'-10" 1.4 LEGEND E...{ DECK SECTION C—C 0 EXISTING WALLS TO REMAIN - NO CHANGE u SCALE: 114" = 1 '-0" EXISTING WALLS TO BE REMOVED W Q C EXISTING WALLS ALREADY REMOVED NEW INTERIOR WALL- 2"X 4"WOOD STUD @ I G" O.C. C I— ' NEW CONCRETE FOUNDATION WALL z (!) z pNEW P05T O ® NTO NEW FOOTING If EX15TING INSTALL LEI Q lLJ — 2G30 WINDOW/DOOR DIMENSION 2'-0 X 3'-0" (2630) p J C.H. 8'-2" CEILING HEIGHT