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HomeMy WebLinkAbout1000-44.-1-21 OFFICE LOCATION: *oE SD(/j�,010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N lac Southold, NY 11971 _Q Telephone: 631'765-1938 , QIyI,��� Fax: 631 765-3136 cDUNr LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 7, 2019 Re: LWRP Coastal Consistency Review for SANTOSHA AFTER 50, LLC SCTM# 1000-44-1-21 The Zoning Board of Appeals issued a variance (7291) on September 12, 2019 granting setback variances. Michael Kimack on behalf of SANTOSHA AFTER 50, LLC requests a Wetland Permit to remove approximately 111 sq.ft. of existing deck in order to construct a proposed 111 sq.ft. mudroom to connect the existing 464sq.ft. cottage to the as-built as-built 5'x4.3' deck with enclosed outdoor shower, 5.9'x14.1' (83.2sq.ft.) shed with washer/dryer and toilet room; as-built 10.5'x5' (62sq.ft.) deck on seaward side of cottage; and existing landward shed to be removed and not replaced. .Located: 56155 Route 48, Greenport. SCTM# 1000-44-1-21 The existing, as-built structures are recommended as INCONSISTENT with the below policy and LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. A Wetland Permit was not located within Town records for the existing, as- built structures. The concern that the sanitary system was inadequate was raised when the application was under review by the Z14A. The ZBA requested additional information from the applicant and upon inspection of the system by Coastline Cesspool Service; it was determined'to be all precast with a 900 gallon septic tank and on leaching pool 8' x 6' deep. It is believed that the 1 - - system in in excellent working condition. No further recommendation is made at this time regarding the sanitary system. It is recommended that the Board clarify where the outdoor shower and washing machine drain. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Mr Town of Southold LWRP CONSISTENCE'ASSESSMENT FORM A. INSTRUCTIONS I., 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#_ - ��/� PROJECT NAME S,, ,&272V�.4 C The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees IN 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: 901V0 We' -d?103e ' !`®° r 6�r "/''AO* D'EC& CdNmecr 70 ,5X117-1 A* C0 17`4&'l4C4 4F,) AMD AS 861147' -T1VVU .00000 IFYCIAM 051 QK C 006 Location of action: JZ ArC IP12 O -le-Nf 0 7- Site acreage: a Z Q Present land use: ��J f/��j10�?',t3� ,fXiQJ, Wil C O 9''r 4&,O.. Present zoning classification:�RAGAEM7 7,44 f Z457&44 COMAM 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: .S PQ,f/y� /�R �D LL C (b) Mailing address: 3 0-4(/l2) PL.445 .MAF= MY 11783 (c) Telephone number: Area Code (d) Application number,if any: /V ,q Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No X If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the projectwilI 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. Z Yes ❑ No ❑ Not Applicable P�o�®fes pIrrON W14Z C6 MiYXV' eorT-.aG,6 7'D M 1,56R/Z25 ' p !c v C0AML Z OS2j 0Al Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No X Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section In—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No,© Not Applicable AIMPIAW 4VIZ4 A6 /-924"' Z& 46E16Ae2r-- YPW/exzr T ff2 Co->rr.4cae -AN,o a&& Alo7-.4 e:rU_7vAe1e- Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No� Not Applicable 1' 1' 4P.,115 1,QC4ZZA IN Zdhld-CX Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Q Yes ❑ No Not Applicable POUCYS—Alara � P p it e 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 In—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 LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. Not Applicable Yes [:] No Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP,Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 9 Not Applicable (JJm _a__M"AwicJx 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. n 0 Ye� No 9 Not Applicable )VO Accs S% To R'OeG p� lie A r ARORAZZY Z146E. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section HI—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable TO Cr Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No � Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVVRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 9 Not Applicable &D_&6_ r® /Ls ow P RAAM wl zv& Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See I.Vv`RP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 9 Not Applicable M-10Y 13 V d 7-4ffk. Td 2WZr ?e z k 2! -E cr PREPARED BY ' 6 _ TITLE DAT E /9 / i J ;SURVEY OF PROPERTY N 51TUATE: NEAR AP 5HAMOMOQUE TOWN: SOUTMOLD w j i5UFFOLK COUNTY, NY 5URVEY!D 06.30-2017 $ 1 5UPFOM COUNTY TAX N 1000-44- I -21 CER11FIED TO: SANTOSH&AETHR 50,i � OLD R%?Uj3LjCT[TI F LNSURANCr COMPANY 4/� j �pNG �P I �.'�•� "'SiG�t •� I 5.,,_ OYPON CSS I uk 19 � �•-':.}• ,,,,�� -.�� .ten Al cwcYJ` l fQadwaY Np Dir ' I�F.E.?�t��t.lk�U�aQVEUNE RCrIPl!ttGC A.1.A M.AhNEL 9�1 C}3 C9l 59fJ; (u? rky at kN ru�1.UtQ t je F;eReucE Nt�3 agerntiro qta.9s Gtr�.fk3stlErt"I I p4•qI � et3VC 0:9LRIBCD P Rl(.I L'Bff9d L0 NO. I o ANd Ilt C.TL9TCRLY'NALf bF 1.0'1 NO.'I-b 5.10NN ON AN UNPILCD MAP OF 90UND 9Fi0RE PROPCM OF YOUNG ANO TALMAGC MADC 6Y UTiO t4 VAN TI(�_ L._S.OP G.RPSiJPOR- NFNYORIC ON APRIL I 1,1925 AMCNDCD JULY I a,19aa_ ViJOhN C. ffMLERS LAND SURVEI'OR 6 EAST MAIN 5TRE2T N Y.S.UC.NO.50202 y t ,k A•es -8,642 9q.Ft P,IVERHEAD,N Y 1 1901 369-6288 Pax 369-8267 'k Area -0.20 Acres ,envrvry�oaWnhnc.ner ?""" `;' � SURVEY OF PROPERTY N 51TUATE : NEAR AR5hAMOMOQUE e TOWN : 50UThOLD w E SUFFOLK COUNTY, NY SURVEYED OG-30-2017 S SUFFOLK COUNTY TAX # 1000 - 44 -. 1 - 21 --- CERTIFIED T0: I--'�r'' SANTOSHA AFTER 50,LLC \ �j OLD REPUBLIC TITLE INSURANCE COMPANY O " OCT 3 2019 JJ 1 - \G, NG �O o`�3„� ��Pc�� o ° NG0 ,e) P,ONG 6� �\Nt O Z _ O O GK R�v�M�N� 0e R A �� �y ;� o -A� 7 0 it v 05�ON so 0 G GONG' P�\o o 5E 2-0 0z 0 o c rn r� o 01, , o eon 'Q 7 15.0�t � Z�IIW 6003, p N p 0�� oad�ay `\ oncrete r n �Ac ha1�l� asp F,E.M.A. FLOOD ZONE LINE REFERENCE F.I.R.M. PANEL 39103COI 59H COASTAL EROSION HAZARD LINE REFERENCE NYS DEC PHOTO NO. 55-581-83 SHEET I I OF 49 THE ABOVE DESCRIBED PARCEL BEING LOT NO. I G AND THE EASTERLY HALF OF LOT NO. 15 SHOWN ON AN UNFILED MAP OF SOUND SHORE PROPERTY OF YOUNG AND TALMAGE MADE BY OTTO W. VAN TUYL, L.5. OF GREENPORT, NEW YORK ON APRIL 1 1, 1925 AMENDED JULY 14, 1944 NOTES. "Unauthorized alteration or addition to o survey mop bearing a licensed land surveyors seal is a ® PIPE FOUND JOHN C. E H LE R5 LAND 5 U RVEYO R ,�� G,EH� �� violation of gaatlNe 7209, subte Education 2, of the New York State Educat, Law” ® 5TAKE 5ET �^ "Only copies from the original of this survey O marked with an original of the land surveyor's p WOOD FENCE �w stomped seal shall be considered to be valid true COD copies" "Certifications Indicated hereon signify that this 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 IA - survey was prepared in accordance with the ex- Area = 8,G42 Set. Ft. RIVERHEAD, N.Y. 1 1 901 3G9-8288 Fax 3G9-8287 I b Ming Code of Proatlas for Lanthe Now York Stats Associatiati Surveys adopted t � on of Professional < l� (D Land Surveyors Said certifications shall run onlyArea = 0.20 Acres nonom the survey lee5urveYo tonhne.net and on his to the behalftothe titlecompan. eovrnmentl GRAP IC SCALE i OI 5020Q lotagency and landing institution listed hereon, and Fp LAND to the ossignees of the lending Institution Cert(fica- 17-1481 1 tons are not transferable to additional institutions k ' y 2 C'. . a 1 i '9 i ��_ ♦^� t Y:� � en - --.S�.N^► �,-../7�`. ;,t ,�.w � - .tet ♦ ��i Ak r 8`x`04 1 ._,,' t Y- -. �z � r ��.F ¢' .• x5#6 - `��,., n �4' r � r %1 N SOON � I COUNTY OF SUFF / ti> I } rA1 I 10♦ tO.M e� I � � �• pP I 6 , e � j O e FM PLL NO / SEE SEC NO j a I 71 \3M o LOQ / 10 Z8/ COUNTY 9.1 GUNTV `I OF SUFFOLK TS V` I 1 / COUNTY OF SUFFOLK I I � • .Scan, pas '�` a ,., :� I MATCN LINE S t M ,n SEE SEG.NO OM a� 7 • _ __ _ __ _ NOTICE COUNTY OF SUFFOLK © K °" aF SCUM) I SECTION NO 1 E : -E —�— m om . (211 Real Property Tax Service Agency v Caunry CinM xlwM>C,x Yttfet M P tectxe teW PROPERTY MAP REVISIONS: 21 1/19 Mudroom Add I Se tw Info TAX MAP 1000-44-1-21 SITE DATA TOTAL AREA:(To coastal erosion line) 3,959 SQ.FT. HOUSE 464 SHOWER STALLS 75 PROPOSED MUDROOM ADDITION 111 DECK 79 TOTAL HOUSE Sq Ft 729 FAR. 18% %OF LOT OCCUPANCY 18% z / OCT 3 291914.0 i .. as 0 0 ��� {fir - --•- ,- :__ � '_ _ '_ _- ` \ ��0/k%• \� � i .. Q � � C/� V f 0 �0C - - - I TIE LINE ALONG HIGHWATER 4-4 Clio Clio - V Y O - r 'i` MAFFETONE RESIDENCE �BEACH� \ ROCK REVETMENT 1 U \ o � z CODE ANALYSIS NOTE: ` r OCCUPANCY:Residential Single Family Detached This project complies with the 2015 International Residential Code(IRC),the LI5T OF DRAWINGS GENERAL CONSTRUCTION NOTES: ` ' I'� I I � CCS Q�-ry 2016 NYS Supplement to the Uniform Code,the 2015 International Ener r i t ! t i-r P Energy Al GENERAL NOTES,CODE REFERENCES,SITE PLAN 1. .411 work shall conform to the.reauiremerrts c the New York 5*ate Bu�ding Code; REFERENCE STANDARDS: Conservation Code(EGG),+he 2016 NY5 Supplement to the Energy Code, A2 EXIST$PROP FLOOR PLANS,ELEVATIONS$.SECTIONS ail work shall also conform+0141requirements of any other Godes and authorities International Residential Building Code(2015) the 2015 Wood Frame Construction Manual(WFCM 2015),NFPA standard A3 NAILING SCHEDULE AND CONNECTOR DETAILS hcvingjurisdiction.Tie Contractor shall obtain and arrange for all required permits, � Wood Frame Construction Manual AF 6.PA(2015) 70,"the National Electric Code",and+he Zoning Code of the Town of Southold inspection,certificates and tests. _ 5• . 1 � rr Ir�� 1 ' hill 104, � V Climate Zone:11B -- �- ASPHALT ROOF SHINGLE NOTES CODE REFERENCES: , Cd h + i Degree Days:5750 2. All foundations s cl res on undisturbed so]of 1 T.S.F.bearing capacity; COASTAL EROSION � _if g � 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified m the fold. \HAZARD LINE Con DESIGN LOADS: Interlocking and shall comply with+he requirements of A5TM D-225 t ground snow load Z x PROTECTION AGAINST DECAY: Refer to Section 8319 1 j 1ss j a p�� Roof:20 psf or D-346,Installed in accordance with sect.r 905.2 3. Concrete has been designed in accordance with ACI 318-14"Bul!dmg Code Basic Wnd Speed:130 mph Requirements for Structural Concrete".All concrete work shall conform to PROTECTION AGAINST TERMITES: Refer to Section R320 \ Uplift:31 psf 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations aFAC-301-16"Spedfcations for Structural EXISTING 1 STORY 4.0 Dead Loads:10 psf stainless,aluminum,or capper roofing nails. Fasteners shall be Concrete for Buildirgs"(fc"=3000 psi);All exposed slabs,and steps shall be ! FLOOR SYSTEM:Shall comply with Chaper 5 ZONE FRAME HOUSE 3500 psi minimum 12 gage shanked with a minimum 3/8"di head,and of sufficientair-entrdned.Reinforcing steel shad conform to ASTM A-815 Grade j O SEASONAL �� % B Table 8301.4 length to penetrate through+he roof ng materials and+he sheathing. 60. LEV 16) j p. Minimum Uniformly Distributed Live Loads WALL BRACING SYSTEM:Shall comply with Sections R602.8,602.10, j PROPOSED 5.9' in Pounds per Square Foot R602.10.10,R613.2,AND R613.3 MUDROOM t (' P ) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All framing members shall be Hem-Fir fit(Fb=850 psi);provide(2)2 x 8 required by the manufacturer. header over all wall openings,unless otherwise noted. ADDITION N Use Live Loads WINDOW ANCHORAGE:Shall comply with Section 2613.5 \ \ in, ~ q ZONE X X51' 0.0' t Pn ai ° Exterior Balconies 60 4.For normal applications,asphalt roof shingles shall be secured to the WINDOW MULLIONS:Shall comply with Section R613.6 5. Micro-lam girders(HL)shay be laminated veneer lumber with E=2,000,000 i SET 1 x Decks 60 roof with no less than four(4)fasteners per strip shingle or two(2) Py PSI.Fla=2,800 FSI,as mcnufactured by TRUS-JOIST MLMILLAN. BACK \ cz 'b,'' M fasteners per individua'shingle. EXTERIOR WALL COVERING: Shall comply with Secn'on 8702.1,8703.1, O ~ v o Passenger Vehicle Garages 50 R703.4 Refer to Table R703.4 for weather-resistart Sid'ng Attachment G. Double frame r torr all openings,under parallel walls and under conditions.bathtubs.Provide Attic without storage 10 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger corrections at all flush structural load bearing wndltions. 1 z + and Minimum Thickness. Refer to Table R703.5.2 far Wood Shakes or 111 t1 1 m y Attic with storage 20 shingle where the save Is 20 feet or higher above grade or where the Shingles. 1 ti 1 %k% 1 4 as 9 9 6• 6 X 6 TIES si 1 tt \ a base wind speed is 120 mph or greater. 7. All concrete block shall conform to ASTM C90;Mortar shall be type"M" 'a TO BE 11111 EXISTING itt •� Rooms other than sleeping rooms 40 t FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 \ REMOVED tt t 1 1 Sleeping Rooms 30t FRAME'. 11 P 9 SAFETY GLASS REQUIREMENTS 8. AlAll steel work shaliconform to the requirements of the AISC"Specifcations for 11 ,� f� l9 111tt5HED TO B� ROOF/CEILING CONSTRUCTION: Shall comply with 8801.4 and Design,Fobricartionand Erection of Structural Steel for Buildings'.Steel shall 4� O rn Stairs 40 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: P conform to ASTMa-572 6840E 50 and A-501. t `lttt REMOVED'. AFPAAVFCM 2001 Refer to Rafter Span Tables R802.5.1(t)and(2). ( ) t9 t t st 1 �s a Guards and handrails 200 1. Any glazing in any door type. 9. All electrical work;hall conform to local NEC and Underwriters Laboratoryt _--t�_) �� f✓''� J t N DEFLECTION LIMITS: ROOF ASSEMBLIES:Shall comply with Section 8902,8903 and 8904. Rafters with no finished ceiling attached:1 2. Glazing in any walls enclosing a shower,tub,a sauna or steam room'. requirements. Floors:L/360 ROOF SLOPE:Shall comply with Section 8905.2.2 J� 10.Prefabricated freolaces and flues s'rall be UL approved. \ i� � v � -�' EXISTING 900 EXISTING 3. Arty windows within 24"of a door'. ASPHALT SHINGLES:Shall be secured to the roof with not less than(4) 1t i � �--' GAL SEPTIC TANK STONE TO BE 00 11. Install smoke detecors and carbon monoxide detectors in accordance with all r t 1 REMOVED 75' WINDOW NOTE FOR LOCATIONS WITHIN 4. Any individual pane of glass with an area greater than 9.0 sq.ft.where the fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) 1 i _ i state and local code requirements. U Ek-j ONE MILE OF SHORELINE bottom is less than 18"above the adjacent finish foot within 36"of the window. � v All new windows and glass doors shall meet the requirements of INTERIOR FINISHES Contractor ver AND MATERIALS: Shall conform to the fre spread t 12.The Gtar shall verify al existing conditions before startconstruction an8'PJ X 6 starting consttid 'DEEP S. Glazing in walls of spas,hot tubs or indoor pools wihin 5'-O'of the water'. and smoke-density requirements of Section 8915. 01 the large missile test of ASTM 1996 and or ASTM E 1986 shall notify the engineer of any ambiguities or discrepancies before proceeding with >� LEACHING POOL Q$ INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section the work.If any questions arise before or during construction as to the intent or W \ 6"SLAB G. Glazing in stairways and landings within 3'-O'horizontally of a walking surface P h Mark S M hi A h ll ll h h d h f t eails othe rawri the contractor shall cathe Architect, arcwartz, The contractor shall provide pre-cut Yi plywood panels to cover 8316. ds � the glazed openings$shall pre-drill edges at 12"o.c.to accept THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)734-418_°for clarifcation and/or instructions.If the contractor fails to r G,r• 2-1/2"Sib wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. GYPSUM BOARD:Shall conform to Section 8702.3. follow the above procedure,ie shall assume all responsibility for the consequences of actions and/or decisions. ✓ .' 3'�O � H P f hii Essilill for fastening. O BUILDING PLAN REVIEW NOTE: 13.The owner shall arrange for supervision of the construction work to ensure N Town of Southold Plans Examiner shall review the enclosed document for minimum compliance with thecoitraer documents. PLOT PLAN SURVEY INFORMATION TAKEN FROM A acceptable plan submittal requirements of the Town of Southold as specified in the Building and/or Residential Code of the State of New York. This review does not 14.When using ACQ pressure teated lumber all nails,screws,sill plates and wind CJSURVEY PREPARED BY: guarantee compllance with that code. That responsibility is guaranteed under the seal straps must be hatdlpped gavonized or stainless steel fasteners. Scale:1"=10'-O' CA JOHN G.FREERS LAND SURVEYOR and signature of the State of New York licensed design professional of record. That DATED:6/30/2017 seal and signature has been interpreted as an attestation that to the best of the 15.Per r302.13 code,new floorloists at basements only(riot crawl spaces):unless licensee's belief and informal the work in the document is: using 2x dlmenslonsl lumber ar microlomjoists,1/2"sheetrock must be installed on 'Accurate underside ofjoists(wood-ijosts or steel joists).TJI fokjacket to be used in place of standard TJI wood-is for exception to code requirement(no sheetrock). 'Conforms with governing codes applicable at the time of submission Conforms with reasonable standards of practice and with the view to the safeguard of life,health,property,and public welfare is the responsibility of the licensee. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 4�� WIND DESIGNSUBJECT TO DAMAGE FROM ;"J DRAWN:1M/MS GROUND SEISM T WINTER ICE BARZIER FLOOD AIR FREEZING MEAN iE SCALE:AS NOTED SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING RING FR05T LINE TERMI E DESIGN UNDERLAYMENT ANNUAL Yjf SNOW LOAD EFFECTS REGION DEBRIS ZONE DEPTH HAZARDS INDEX JOB# CATEGORY TEMP REQUIRED TEMP ibs/fta MPH -F 'F .•" SHEET NUMBER: O 20 130 YES NO NO B SEVERE 3'-O" MODEEA�TO 11 YES NO 452 52.70 A- 1 REVISIONS: 1 Mud-Add /S 19 Septic Info 10 Dreg a Info TOTAL LOT AREA: 3,595 Sf TAX MAP 1000-44-1-21 (JOHN C. EHLERS LAND SURVEYOR) 6/30/2017 SITE DATA TOTAL AREA(To coastal erosion Ane) 3,959 SQ.F I% DRAINAGE CALCULATIONS AREA HOUSE 464 SHOWER STALLS 75 AREA (S.F.) AREA(.SF) I CALCULATION TOTAL C.F. TOTAL AREA 1:3,595 Sq Ft PROPOSED MUDROOM ADDITION 111 BUILDING S.F. 648.00 AREA(.167)X 1.0 108.22 DECK 79 TOTAL 108.22 TOTAL HOUSE Sq Ft 729 DEPTH FAR 18% REQUIRED TOTAL/22.34 4.84 %OF LOT OCCUPANCY 18% USE(1)060 X 3-0"DEEP DRYWELL USE(1)6'0 X 2'-0"DEEP DRYWELL 5.00 TOTAL DEPTH 5.00 PROVIDED kA O CT 4, = Ci s-4 - --- - /� i 1 ---- ----- -- - - - -- - - --- --- N� / TIE LINE ALONG HIGHWATER 0 N I ------- -- ----- -:___- _ -_ i w 0 44uo,� � B + + MAFFETONE RESIDENCE +1 EACH \ tit + \ ROCK REVETMENT + 00 OV CODE ANALYSIS NOTE: +1 Cl,ERAL ENCONSTRUCTION NOTES: I I + OCCUPANCY:Residential Single Family Detached This project complies with the 2015 International Residential Code(IRC),the LIST OF DRAWINGS G + Ci $O]6�LY5 5�Uniform Cade,the 2015 International Energy Al GENERAL NOTES,CODE REFERENCES,SITE PLAN 1. All work shall conform t:the requirements of the New York State Building Code; REFERENCE STANDARDS: Conservation Code(IECC),the 2016 NYS Supplement to the Energy Code, A2 EXIST$PROP FLOOR PLANS,ELEVATIONS$SECTIONS all work shall also confo,7 to the requirements of any other Codes and authorities DOWNSPOUTS DIRECTED ( ) (W ) A3 NAILING SCHEDULE AND CONNECTOR DETAILS having)urisdlct{on.The_oniractor shall obtain and arrange for oil required perm ts, TO DRYWELLS USING 1 International Residential BuildingCode 2015 the 2015 Wood Frame Construction Manual FGM 2015,NFPA standard \ Wood Frame Construction Manual AF g PA(2015) 70,"Ole National Electric Code",and the Zoning Code of the Town of Southold inspection,cerli icateaond tests. + "GREEN"8'PVG PIPE(TY� 10 4' 5.0� + rhg IV Climate Zone:11B ASPHALT ROOF SHINGLE NOTES CODE REFERENCES: Degree Days:5750 2. All foundations shall resT on undisturbed soil of 1 T.S.F.bearing capacity, COASTAL EROSION ; 1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have fie level of acceptable bearing strata verified in the field. \HAZARD LINE DESIGN LOADS: interlocking and shall comply with the requirements of ASTM D-225DSAS + PROTECTION AGAINST DECAY: Refer to Section 8319 + w / Roof.,20 sf round snow load or D-346,installed in accordance with sect.r 905.2 3. Concrete has been designed in accordance with ACI 318-14'Buildin Code / P 9 9 9 ; Refer to Section R320 Basic Wind Speed:130 mph Requirements for Structural Concrete".All concrete work shall conform to Uplift 31 psf 2.Al fasteners for asphalt roof shingles shall be galvanized steel, PROTECTION AGAINST TERMITES: Rerequirements and reconmendotions oFAGI-301-16"Specifications for Structural / EXISTING 1 STORY Dead Loads:10 psf stainless,aluminum,or copper roofing nails. Fasteners shall be Concrete for Buildings(fc=3000 psi);All exposed slabs,and steps shall be / FLOOR SYSTEM:Shall comply with Ghaper 5 idNIE / p FRAME HOUSE minimum 12 gage shanked with a minimum 3/8°dia.head,and of sufficient 3500 psi air-entrained.Reinforcing steel shall conform to A5TM A-815 Grade / O /�•% g Table 8301.4 (ELEV 1G); / O SEASONAL � j i/, ❑ length to penetrate through the roofing materials and the sheathing. 60. ❑A Minimum Uniformly Distributed Live Loads WALL BRACING SYSTEM:Shall comply with Sections R602.8,602.10, / PROPOSED 8602.10.10,8613.2,AND 8613.3 / MUDROOM ' (in Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number oFfasteners as 4. All framing members scall be Hem-Fir#2(Fb=850 psi);provide(2)2 x 8 i / _' �'/ '. / + 0.0. e required by tine manufacturer. header over all wall openings,unless otherwise noted. _1/ ADDITION ,T : f SET N v Use Live Loads WINDOW ANCHORAGE:Shall comply with Section 9-613.5 1 i \ ; BACK m P o ZONEX Exterior Balconies 60 4.For normal applications,asphalt roof shingles shall be secured to the WINDOW MULLIONS:Shall comply with Section R613.6 5. Micro-lam girders(ML)shall be laminated veneer lumber with E_2,000,000 + I j, " •'S MIN + o`� ,: Decks 60 roof with no less than four(4)fasteners per strip shingle or two(2) PSI.Fb=2,800 PSI,as monufactured by TRUS-JOIST McMILLAN. �\ fasteners per individual shingle. EXTERIOR WALL COVERING:Shall comply with Section R702.1,R703.1, \ 6'Pl X 3'DEEP I - ��+ O�" o Passenger Vehicle Garages 50 P + '= 60 X 7 DEEP x R R703.4 Refer to Table R703.4 for weather-resistant Siding Attachment G. Double frame around all operings,under parallel walls and under bathtubs.Provide DRYWELL FOR Aft without storage 10 5.Asphalt strip shingles shall have a minimum of six 6 fasteners per g Simpson hanger conne.tions at all flush structural load bearing conditions. +fir-' ++ DRYWELL FOR FT g P g ( ) P and Minimum Thickness. Refer to Table 87035.2 for Wood Shakes or P 9 9 + ROOF RUNOFF Q +++ ++ + ro y cc Attic with storage 20 shingle where the cave is 20 feet or higher above grade or where the +\ ?s +\+ ,++ \ ROOF RUNOFF y \ Shingles. ba base wind speed is 120 mph or greater. 7. All concrete block shol conform to ASTM C90;Mortar shall be type'M" YJ• + +++ o `P Rooms other than sleeping rooms 40 2 ) EXISTING +++ •2 FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 1^ FRAME". Sleeping Rooms 30 SAFETY GLASS REQUIREMENTS 8. All steel work shall=form to the requirements of the AISC"Specifications for + W +++SHED TO BC ++++ + U Pd SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and Design,Fabrication ani Erection of Structural Steel far Buildings".Steel shall + ry d d� h� +++ + a, a in Stairs 4.O PY +++REMOVED: +++ \ AFPA/WFCM 2001 Refer to Rafter Spoil Tables R8025.1 (2). conform to ASTM a-572(GRADE 50)and A-501. Lq +++ ++ Guards and handrails 200 n)and( ) 1. Any glazing in any door type, ROOF ASSEMBLIES:Shall comply with Section R902,R903 and R904. 9. Alf electrical work shdl conform to local NEC and Underwriters Laboratory DEFLECTION LIMITS: P + j1 requirements. Rakers with no finished ceiling attached:L/180 2. Glazing in any walls enclosing a shower,tub,a sauna or steam room'. �''� +4S J•, �p ROOF SLOPE:Shall comply with Section 8905.2.2 Floors:L/360 3. Any windows within 24'of a door 10.Pre-fabricated firepimes and flues shall be UL approved. 1 i x EXISTING 900 EXIST NG TO BE ". ASPHALT SHINGLES:Shall be secured to the roof with not less than(4) GAL SEPTIC TANK STONE TO BE REMOVED WINDOW NOTE FOR LOCATIONS WITHIN 4. Any individual pane of glass with on area greater than 9.0 sq.ft.where the fasteners per strip shingle or(2)fasteners per individual shingle(R905.2.6) 11. Install smoke and carbon monoxide detectors in accordance with all I / 1 REMOVED state and locall code e rreequirements. ONE MILE OF SHORELINE bottom is less than 18"above the adjacent finish floor within 36"of the window. INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas,hot tubs or Indoor pools with5'-0 in 'of the water". and smoke-density requirements of Section 9315. 12.The Contractor shall verify dl existing conditions before starting construction and W + 50 X 6'DEEP the large missile test of A5TM 1996 and or ASTM E 1986 shall notify the engineer of any ambiguities or discrepancies before proceeding with tiS LEACHING POOL INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section the work.If any questons arise before or during construction as to the Intent or W \ 6'SLAB .... n W �• G. Glazing In stairways and landings within 3'-0"horizontally ala walking surface". P The contractor shall provide pre-cut Yy°plywood panels to cover 8316. details of this drawings,the contractor shall call this Architect,Mark Schwartz, + / � {.�G/I < the glazed openings g shall pre-drill edges of 12'o.c.to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)734-4185 fcr clarifcation and/or instructions.If the contractor fails to + r 2-1/2'#8 wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR GYPSUM BOARD:Shall conform to Section R702.3. fallow the above procedure,he shall assume all responsibility for the for fastening. consequences of his actions cnd/or decisions. I/'�6e C3,20--w A,0��� �O P BUILDING PLAN REVIEW NOTE: 13.The owner shall arrange for supervision oFthe construction work to ensure 1�► Town of Southold Plans Examiner shall review the enclosed document for minimum compliance wish the centrad documents. PLOT PLAN SURVEY INFORMATION TAKEN FROM A acceptable plan submittal requirements of the Town of Southold as specified in the 9 SURVEY PREPARED BY: Building and/or Residential Code of the State of New York. This review does not 14.When using ACQ pressure treated lumber all nails,screws,sill plates and wind Scale:1"=10'-0' guarantee compliance with that code. That responsibility is guaranteed under the seal straps must be hot digped galvanized or stainless steel fasteners. JOHN C.EHLERS LAND SURVEYOR and signature of the State of New York licensed design professional of record. That DATED:G/30/2017; seal and signature has been Interpreted as an attestation that to the best of the 15.Per r302.13 code,nev floorjoists at basements only(not crow)spaces):unless - licensees belief and Information,the work in the document is: using 2x dimensional limber or microlom joists,1/2"sheetrock must be Installed on 'Accurate underside ofjoists(wPod-i joists or steeljoists).TJI flokjacket to be used in place of standard TJI vood-is for exception to code requirement(no sheetrock). •j4" +y, 'Conforms with governing codes applicable at the time of submission _ _, - _ I SCh�:� Conforms with reasonable standards of practice and with the view to the safeguard of life,health,property,and public welfare is the responsibility - f � r of the licensee. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2ry/�\ OCT 1 5 219 �+ ,IJ F , --- V °' )A•�' WIND DESIGN DRAWN:IM/MS " SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN I /e SCALE:AS NOTED GROUND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT FLOOD AIR FREEZING ANNUAL I $ SNOW LOAD EFFE�f5 REGION DEBRIS ZONE DEPTH HAZARDS INDEX "` ""' �y33 loo#: CATEGORY TEMP REQUIRED TEMP T �, :. . .. •:;.�=.,. SHEET NUMBER:F Ibsifr, MPH °F _. 20 130 YEy NO NO B SEVERE 31-0' MODERATE TO 11 YES NO 452 52.70 HEAVY A- 1 REVISIONS: 2/11/19 MAI...Add PROPOSED ADDITION POS17E DECK REMOVE EXISTING __ INDICATES 1-STY FRAME HOUSE K REPLACE WITH u 2 X 8 FJ®16'O.C. OUTDOOR -SHOWER INDICATES SHOWER STALLS 2 x 6 --2X4 STUD OUTDOOR 2 X 8 ACa LEDGER BOARD STUD WALL -------- 5— u. SHOWER BOLTED TO HOUSE W)Y,'0 WALLBOLTS 016"O.G.(STAGGERED) 0 2X4— 61 x(9 STUD x x WALL INSTALLED @j 10I 2XG STACK W/D *,IIL - X I NEW NSTUD RELOCATE DOOR NEW it VENT 0 WALL ADDED DOOR TO CENTER OF DRYER III X. 0 1 NEW OPENING 4'-l' a 1 2XG III -f 2 X 6 FLAT -- --- ---- 2 X G FLAT 6 y 2X4 STACK FLAT STACK F F 6 /-STUD WALL W/D REMOVED W/D --- -1 1 2X3— 5INK 010 EXISTING 2X3- 010 STUD STUD 10 ipxt 010 WALL EXISTING x 0 EXISTING X J.- STUD WALL X; il - IE I �! WALL. i- N, STUD WALL ------ STUD WALL H/ 1�5 V\� u I I W) FA] 0 EXISTINGEXISTING in 2"X 3"RIDOE 6) NEW z X f CH, PI li 61 2X8 N IN 0 iI III U ttU O.C. • 3 Ir 2X3 1r= I <,�-, (9 I Q O c) STUD 0 0 WALL ------- REFRIII CT 0 cdo ct 0 25'-0"FRAMED HOUSE5 5 1:� 25'-O'FRAMED HOUSE EXISTINGCA -N PILE PLAN CA 'd rn SHOWER PROPOSED ADDITION SHOWER -4--j EXISTING FLOOR PLAN STALLS 2 PROPOSED FLOOR PLAN STALLS NEW ROOF it NEW ROOF LINE OF EXISTNG WALL -4-- ---__-__._-_---._EXIST—N—G_---__—._____—_—___-__---_--_--EXISTING—__,-___ r ---__ - - — ------------- --- I - 1 - =_= _=_=___ ---_--- _ 00 EXISTING EX STING NEW -EXISTING ----------------- —EXISTING 3068 1 - - - - -------- c2l o CFJ NEW FRONT NEW FRONT WALL FRONT ELEVATION ENTRANCERIGHTSIDE ELEVATION PROPOSED ADDITION NEW REAR WALL NEW ROOF A C. LINE OF EXISTING WALL Q, u 9� >1 cj 9 �vv NEW ROOF WALL EXISTING EX15TING_1 =—EXISTING EXISTING EXISTING -X151IN's EXISTING I— _.— NEW r FW05068 LEFT SIDE ELEVATION 6-3*EXISTING 101-51, 21'-3'EXISTING Scale:1/4" l'-O" PROP05ED ADDITION REAR ELEVATION 5rd..1/4 =1'-O" OCT 1 5 2019 WALL OF EXISTING 235#FIBERGLASS ROOF SHINGLES F-XI571NS WALL uu BATHROOM 5#FELT 1/2"CDX PLYWOOD SHEATHING 2 X 8 ROOF RAFTERS®16"O.G. SIMPSON H3 FRAMING ANCHORS 016"O.G. 1 X 6 FASCIA BOARD Cn VENTED SOFFITS(CONTINUOUS) 1/2'GYPSUM BOARD 9 CEILING F7-= SIDING TO MATCH DOOR SCHEDULE PI SO EXI!�T1 5#FELT PROP )SED EX15T MUDRC )m BATH OM 1/2'COX PLYWOOD SHEATHING MUD; :)OM LAUNDRY DOORCLEAR WALL OF NEW DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG# U-VAL REMARKS CITY U0214 SHOWER 2 X 4 STUDS 0 16"O.G. TAG -GLASS OPENING EXISTING L 1/2'GYPSUM BOARD 0 WALLS HOUSE STALL (2)2 X 4 TOP PLATE Di 31-0161-8" EXTERIOR ENTRY DOOR NEW FRONT 2 X 4 SOLE PLATE ENTRANCE IL At 2xaFj Al I FJ- 2 X Jr -7 D2 4'-I1 Y4'X 6-7 Y,' 51-01 x 61-8" FRENCHWOD GLIDING DOOR ANDERSEN 5068 18.5 0.3 11.6 SLIDING GLASS DOOR 2 X 8 F.1 311v PLYWOOD SUBFILOORING EX a 16'O.C. 2 X 6 FLOOR JOISTS 916"O.G. V 16"O.C. EXISTING PILE ► DRAWN:IM MS STING PILE X 6 RIM JOIST(CONTINUOUS) SCALE:AS NOT EXISTING PILE l-lLS E=C 71 110 INN B5 2 X 8 ACQ LEDGER BOARD JOB#: G SECTION G;Tr 10 NNA' 2 X 8 A=LEDGER BOARD Sr.k 1/4 =1'-0' BOLTED TO HOUSE W/Y:,'O I A -V�I=��1�0" � II:�1/4 BOLTED TO HOUSE W/Y2'0 BOLTS®16"O.C.(STAGGERED) SHEET NUMBER: BOLTS dP 16-O.C.(STAGGERED) 40 NE' A-2 REVISIONS: 2/11/19 Mudrao Add NAILING NOTES NAILING SCHEDULE (EXPOSURE "B") 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G"ON CENTER AT THE PANEL NUMBER OFNUMBER OF NAIL SPACING EDGE. IF WALL SHEATHING 15 NALED 3"ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER JOINT DESCRIPTION COMMON NAILS BOX NAILS SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD ROOF FRAMING PATH. RAFTER TO TOP PLATE(TOE-NAILED) 4-66 3-10d PER RAFTER 2•WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER CEILING JOIST TO TDP PLATE(TOE-NAILED) 4-6d 3-10d PER JOIST OF NAILS SHALL BE PERMITTED 70 BE REDUCED TO 1-16d PER FOOT. 3.CORROSION RESISTANT 11 GAGE ROOFING MAILS AND 16 GAGE STAPLES ARE PERMITTED;CHECK CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) RAFTER SLOPE: 3:12 (HEEL JOINT) 22-trod 22-40d IBC FOR ADDITIONAL REQUIREMENTS. 4:12 17-trod 17-40d 5:12 14-16d 14-40d EACH LAP 4.ALL QUANTITIES ARE BASED ON 16"OG SPACING FOR RAFTERS,JOISTS AND STUDS. 10-16d 10-40d 7:12 9:12 AND GREATER 8-trod 8-40d 5.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE RODF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) REQUIREMENTS SHALL BE USED, RAFTER SLOPE: 3:12 22-trod 22-40d 4:12 17-16d 17-40d 5:12 14-16d 14-40d EACH LAP G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONES ATTACHMENT 7:12 10-16d 10-40d REQUIREMENTS SHALL BE USED. v� 9:12 AND GREATER 8-16d 8-40d z COLLAR TIE TO RAFTER(FACE-NAILED) CONTINUOUS RIDGE VENT I.-IED) .--, 7-10d 7-12d CONTINUOUS RIDGE VENT RAFTER SLOPE: 3:12 6-10d 6-12d 1'\ p• SIMPSON 6520 lF 16'O.G. RIDGE TENSION STRAP A 1 O 4;12 PER TIE 51MPASON G520 STRAP 16'O.G. (Q� h�1 _ 5-10d 4-12d (8)8d NAILS EA.SIDE �a yy SIMPSON 0520 016"O.C. WRAPPED AROUND DOUBLE 2 X 6 O w C/] 5;12 4-10d 4-12d (6)8d NAILS EACH SIDE 6:12 AND GREATER RIDGE BEAM(SEE PLAN FOR SIZE) SILL PLATE ROOF RAFTERS(SEE RAFTER(SEE PLAN BLOCKING TO RAFTER(TOE-NAILED) PE 2-ad 2-1od EACH END PLAN FOR SIZE) FOR SIZE) y (a)8d NAILS O Q RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-trod EACH END SIMPSON L-8 \ Cct t 0 N EACH SIDE OF RIDGE BEAM(SEE ROOF RAFT R \ , EACH RAFTER PLAN FOR SIZE) (4)10d NAILS(2) 2x-4'WIDER THAN i r WALL FRAMING 3/e''-ANCHOR BOLT ROOF RAFTERS \ \I OVER FRAMING RAFTERS Q 0 RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE E BE MEO. (MIN 7 \ / w O ai 2-trod 1 2-trod 1 PER°007 EMBEDMENT) \ %'O LAG BOLT® O � 00 TOP PLATE TO TOP PLATE(FACE-NAILED) CATHEDRAL CEILING STRAP DETAIL ': \ // o �,,. / EACH ROOF RAFTER R$ 4-trod 5-trod JOINTS-EACH SIDE IN ACCORDANCE WITH 3.2.5.1.2001 WWF SIMPSON L50 ANGLE / a TOP PLATES AT INTERSECTIONS(FACE-NAILED) ALTERNATE IN LIEU OF DOLLAR TIES FOUNDATION WALL/FLOOR EACH OVERFRAMING / STUD TO STUD(FACE-NAILED) 2-trod 2-16d 24"O.G. Z FRAMING DETAIL RAFTER / I // 1:4 � HEADER TO HEADER(FACE-NAILED) trod trod 16"OC ALONG EDGES HURRICANE SIMPSON H2 A / HURRICANE CLIPS TRIPLE STUD / / MAIN ROOF ®,6"O.C. / ROOF RAFTERS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3-trod 2-40d PER STUD —— / — / G520 STRAP SIMPSON HD5A BOTTOM PLATE TO FLOOR JOIST,BAND-1015T,ENDJOIST OR 2-16d 1'2 2-trod 1'2 PER FOOT ®16'O.C. X'o eo�Ts • BLOCKING(FACE-NAILED) 4H02A "x 3"xy;5T.PLATE FALSE VALLEY MIN I- .o THREADED ROD CONNECTION DETAIL FLOOR FRAMING SIMPSON H2®16'O.C. %"0 THREADED ROD U JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4 8d 4-10d PER JOISTRIDGE/TOP PLATE �BRIDGING TO J015T(TOE-NAILED) 2-8d 2-10d EACH END CONNECTION DETAIL CANTILEVER DETAIL2-ad 2-1od EACH END (2)1%4 X 117s (2)2 X 10 ROOF RAFTERSBLOCKING TO JOIST(TOE-NAILED) 2 X 6 WOOD GAP S 2 X 4 TOP RAIL SIMPSON H210 HANGER 16' y=�0 LAG BOLTS dP 16 *ONF CBLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK SIMPSONANGER ct Q TRIPLE STUD ~ LEDGER STRIP TO BEAM(FACE-NAILED) 3-trod 4-trod EACH JOIST 4 x 4 WOOD POST®48' C)cn � /// )2 X 10 SUPPORT 3-ad 3-lod PER JOIST 2 X 4 BO'TOM RAIL OR SKYLIGHTS (D JOIST ON LEDGER TO BEAM(TOE-NAILED) DEGkING CANTILEVER HOLDOWN DETAILIMPSON LUS210-2 v 3-16d 4-16d PER JOIST SMPSON H-3 HURRICANE ANGER BAND JOIST TO JOIST(END-NAILED) CLIPS dp,G'O.G. r y�"(Il LAG BOLTS f�16' BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-trod 2-trod PER FOOT P.T.DECK JOIST SIMPSON H-3SKYLIGHT y2"0 THRU-BOLT ®16"O.C. DBL DECK JOIST HURRICANE CLIP f916" (8)8d NAILS 0 Px O.C. 1-9 ROOF SHEATHING „ ' AT POST AG4 EACH SIDE SIMPSON U210 PANEL INTERMEDIAT AG6 EACH SIDE HANGER lP 16' SIMPSON G520 AC4 EACH SIDE STRUCTURAL PANELS: EDGES SUPPORTS 4 K 4 POST SIMPSON PB"POST BASE PORCH/RAFTER/GIRDER STRAP®,6'O.C. o y INTERIOR ZONE s ad 1od 4" 6" CONNECTION DETAIL (8)8d NAILS 01'x O.C. SIMPSON AB44 ° N a PERIMETER EDGE ZONE s ad 10d 4' 4" POST BASE rH 8d 10d 4., 4„ GABLE ENDWALL RAKE WITH LOOKOUT BLOCK ' ;: w BASE PLATE 4 X 4 POST CEILING SHEATHING m BASE PLATE LOAD PATH/FLOOR CONNECTION DETAILS x " ;.:•,. FRAMING DETAIL GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE/10"FIELD (4)3/ PJ X 12"LONG 2'-O•X 2'-O'X 1'-O' _...�.__..�—___.____ ._...-_ a ciE PORCH/DECK/JOIST ANCHOR BOLTS FOOTING UYP) v WALL SHEATHING CONNECTION DETAIL - w 3 FOOTING DETAIL PANEL INTERMEDIATE f STRUCTURAL PANELS/HARDBOARD EDGES SUPPORTS INTERIOR ZONE 6 ad 10d 6" 12" I OCT 1 5 2019 4'EDGE ZONE 6 8d 10d FIBERBOARD PANELS: rod 3 3"EDGE/6"FIELD 7116 ROOF FRAMING ROOF FRAMING ` SIMPSON C520 CONNECTOR SIMPSON C520 CONNECTOR • 25/32 ad 3 3"EDGE/G"FIELD DOUBLE TOP PLATE OR(2)H2 AT ROOF DOUBLE TOPPLATE I i i I i i ,\ /,, I I I i i I OR(2)H2 AT ROOF � 6 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7'EDGE/10"FIELD N H F^ PARTICLE BOARD PANELS ad 8d SEE MANUFACTURER CRIPPLE STUDS CRIPPLE STUDS FLOOR SHEATHING HEADER SIMPSON 5T 2215 CONNECTOR HEADER SIMPSON M5TC28 CONNECTOR STRUCTURAL PANELS: ad 10d G"EDGE/12"FIELD HEADER STUDS NOTE: HEADER 5TUD5 v 1"OR LESS UPLIFT CONNECTION 15 REQUIRED AT GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO 4'-0"MAX CONNECTORS AT WALL STUDS AND AT 4'-0'TO 12-a TOP AND BOTTOM OF CRIPPLES I -T1==TT==11== 1= A I I I I I I I FULL LENGTH FULL LENGTH I WALL STUDS WALL STUDS 'i I I P UPLI I I SIMPSON ST2215 CONNECTOR SIMPSON MSTC28 CO DRAWN:JM/MS NNEI I I Y�` SCALE:AS NOTED JOB N: SHEET NUMBER: HEADER TIE DOWN DETAILS t� A-3