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HomeMy WebLinkAbout7238 /06 35 9 iz,,,e `as bw l "addi-hAs 1. &� � a Ay+ Sea .Fo�l �l o�z•-� 2-1,x. 1 �� �`� CHECK BOXES AS COMPLETED �C ( ) Tape this form to outside of file ( ) Pull ZBA copy of ND D 0 DC3 ( ) Check file boxes for F It,= ( ) Assign next number c 3 N =� outside of file folder o f ( ) Date stamp entire or m -n -ocnoc) �, v (n fife number X o SD M o ( ) Hole punch entire or v• a, =3 c• Q W (D E' cn (before sending to T. 0 rn - CD ( ) Create new index ca Q Z 2) Q � � sou ( ) Print contact info &t IN, r- Q v ( ) Prepare transmittal t, c' cb ' W CO W CO ( ) Send original applicai ° c N p c: to Town Clerk 3 ( ) Note inside file folder and tape to inside of ( ) Copy County Tax Mar neighbors and AG lot: Make 7 copies and pu ( ) Do mailing label N � W co I ` I01pg 1,3 No mors r f- fie BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �� �® 53095 Main Road•P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. O a� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoCO Southold,NY 11971 9 RECEIVE® http://southoldtownny.gov CJS 7 I� y 3:�9 'PM ZONING BOARD OF APPEALS FEB 2 6 20J9 TOWN OF SOUTHOLD ^ � Tel.(631) 765-1809•Fax(631)765-9064 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21, 2019 ZBA FILE# 723 8 NAME OF APPLICANT: Jack and Barbara Stavridis PROPERTY LOCATION: 170 Ruth Road,Mattituck,NY SCTM No. 1000-106-5-35 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 22, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,500 square foot parcel located in an R-40 Zoning District. The parcel fronts 100 feet on Ruth Road along the southerly property line, runs 125 feet on the westerly property line, runs 100 feet on the northerly property line and 125 feet on the easterly property line. The parcel is improved with a one-story frame dwelling, a roof over brick patio and a frame shed. All is shown on a survey prepared by Kenneth Woychuck, dated April 20,2018. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-124 and the building inspector's July 25, 2017 Notice of Disapproval based on an application for a permit to legalize "as-built" additions and alterations to an existing single family dwelling at: 1) less than the code required minimum rear yard setback of 35 feet, located at 170 Ruth Road, Mattituck,NY 11952. SCTM# 1000-106.-5-35. RELIEF REQUESTED: The applicant requests a variance for as-built roof over brick patio located 31.7 feet from the property line where code requires a 35-foot rear yard setback. ADDITIONAL INFORMATION: The Notice of Disapproval dated July 25, 2018 notes that the as built addition has a rear yard setback of 32.2 feet. The correct rear yard setback to require relief is 31.7 feet, as depicted on the survey prepared by Kenneth Woychuk, L.S., dated April 20, 2018. Page 2, February 21,2019 #7238, Stavridis SCTM No. 1000-106-5-35 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. The"as- built"roof over brick patio is in the rear yard and is not visible from the street. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could have built a smaller roof over brick patio with a code conforming 35 foot rear yard setback. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 10.5% relief from the code. Additionally, the variance is for a roof over brick patio that is not enclosed as conditioned space. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders and gutters. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a roof over covered porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried, to GRANT the variance/variances as applied for, and shown on the Architectural plans prepared by Charles J. Brudi Architect dated June 10, 2018 and the survey by Kenneth Woychuck dated April 20, 2018. SUBJECT TO THE FOLLOWING CONDITION: 1. The roof over brick patio shall not be enclosed with screened walls or as conditioned space. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3,February 21,2019 #7238, Stavridis SCTM No. 1000-106-5-35 Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento and Lehnert. This Resolution was duly adopted (4-0). (Member Acampora was absent) c Leslie Kanes Weisman,thairperson Approved for filing r /4-��/2019 r S.C.T.M. NO. DISTRICT: 1000 SE(.-_J.J: 106 BLOCK: 5 LOT(S):35 TYPICAL CLEAN OUT SLATE OR STOPPER END � SUITABLE COVER OR PLUG RECEIVED SEP 2t 0 2010 =30* ZONING BOARD OFAPPEALS FLOW MAP OF CAPTAIN KIDD ESTATES #1672 DWELLINGS W/PUBLIC WATER 150' 4' -� 4' CHAINLINK FENCE 0.2'Nx S 87°11'00" E 100.00' 1.1S 4' PICKET FENCE �p 0.2�S 0.5 W O/L 61.0 EL 60.9 N EXISTING SANITARY TO BE ABANDONED AND BACKFILLED '8" .•�`ti cn N WITH CLEAN COURSE SAND. ON tno E- 3 .5' 20.5' O O Y v ROOF OVER w LANF N/F U BRICK PATIO U OF a EL 60.3 LANF N/F ANTONOPOULOS BRICK WALK EL 60.2 OF 23.6' ;... ....... 56.4':'..'.'.: ::' ;.:::.':.::. Y KRESHON DWELLINGS 1 STORY'- W/PUBLIC WATER ry •'FRAME DWELLING ::: . '�",,; d -150' '':': �,"• :. 4 BEDROOMS '. :, = DWELLING #170 W/PUBLIC WATER ;_;•,'EFL 62.5•'• :.::' ..:'.:'::.:..: 150'-� .. N:. 12.0' 19.7' --- = _ - — 1.7;E •..44:4' - "OUT BRICK EL 60.4 EL 60.3 O� W �O O v Cr ELEV. 57.8 N X ce DR BROWN OL 1.2O of ANDY LOAM Z0\\ ¢r a BROWN 4 BEDROOM SM LOAMY SAND 1.5' SANITARY SYSTEM _'z)Z w 1250 GAL. S.T. _ (1)8'DIAx12'DEEP L.P. BROWN RLk EL 56. l•(� SC MEDIUM 3.3, POST W.M. ry� EL7.8 `s' M LAYEY SAN EL 57. `I MON. �— N 87°11'00" W _100.00' INAL BPALE ROWN REVIEWED 8,,Y ZBA SP MSANDEDIUM SEE DECISION # 38 & 11.0 — WATER MAIN GRAVEL DATED lz:)-- RUTH ROAD NO WATER - APRIL 20, 2018 K. WOYCHUK LS VACANT DWELLING THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL W/PUBLIC WATER VACANT .�-100• U.P. 150'-�••• LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 12,500 SQ.FT. or 0.29 ACRES ELEVA77ON DATUM: _NAVD88 -_—____ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL 'RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY _ CERTIFIED TO: JACK STAVRIDIS; MAP OF: BARBARA STAVRIDIS; FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 18=47 SCALE: 1 "=20' DATE: APRIL 20, 2018 N.Y.S. LISC.f NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. eoychuk GENERAL NOTES DRAWING . N�� I i �,- 4 �` Cu C,7 .f�`'iii.T,ta'�r„ WOODS AND PLASTIGS: 15LAS5. WINDOW5 AND DOORS: STAIRS: � .. s' 11 :, ISIS ERAL CONDITIONS: T-1 TITLE SHEET ��s�'deN� SPA \ I. THE CONTRACTOR SHALL CARRY WORKER'S COMPENSATION AND GENERAL I. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. I. ALL THERMALLY WINDOWS SPECIFIED IN SC5EDU_E ARE TO HAVE ISE S CIFIED,KI GLASS WITH I. ALL STARS SHALL�MANUFACTURED A5 NOTED ON THE CONSTRUCTION Doulr�NrS. LIABILITY INSURANCE OR AS REQUIRED BY LOCAL JURISDICTION. MOISTURE CONTENT SHOULD NOT BE MORE THAN Iq% SCREENS A BROKEN FRAM 5Y5TH�t,UNLESS OTHERWISE SPECIFIED,WITH FIE3ERG1�456 SCREENS AS INDICATED. 2. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INCLUDING 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES PLUMBING: N-1 CODE TABLES & NAILING SCHEDULE ��� 4 REQUIRED BY LOCAL CODE OR APPROVED BY ARC.HITEGT. 2. GLASS SUBC.ONTRAGTOR SHALL NOT INSTALL 61h56 UNTIL PROF'LTi CLEARANCES A� I. CONTRACTOR SFUU.1. INSTALL GOMIPLETE D01�5TIG WATER SUPPLY AND SANITARY BUT NOT LIMITED TO FORMWORK,BLOCK,FRAMING,NAILIN6,PLAGIN6 OF PROVIDED. SYSTEM AS INDICATED. CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 3. USE FINISH OR CASING NAILS FOR EXP05M WORK;USE TYPE 150 TRIM HEAD S. ALL SLIDING 6!x56 DOORS AND WINDOW GLASS WITH A SILL LESS THAN 18'ABOVE 2. PROVIDE HOT AND GOLD 5HUT-OFF VALVES AT ALL FIXTURES. To BE SURE THAT THEY ARE IN ACCORDANCE KITH THE DRAKINS5, SCREWS FOR ATTACHMENT OF WOOD TRIM TO METAL STUDS,RUNNERS OR FINISHED FLOOR AND/OR A5 REWIRED BY GODS,SHALL BE INSULATED TEMPERED 5. WASTE PIPING TO HAVE GLEANOVTS AT ALL C+IANGE5 OF DIRECTION AND AT BASE OF N-2 STRAPPING & MISC. DETAILS SPEGIFIGATIONS,APPLICABLE CODES AND 6000 PRACTICE. FIRRINI6. `-QTY GLASS. VERTICAL WASTES. d) \'-\,� 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND 4. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A 4. ALL GLASS,DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT A4,60RDANCE WITH 4. PROVIDE 4'CAST IRON PIPING THROUGH FOUNDATION WALL PITCHED MIN. 1/4'PER FOOT. ORDINANCES. SATISFACTORY CONDITION FOR INSTALLATION. THE MANUFACTURER'S SPECIFICATIONS. 5. TRAP/WASTE SIZES FOR FIXTURES SHALL BE A5 FOLLOWSi Z ff H--' z 5. ALL WINDOWS ARE TO BE CAULKED AND SEALED A5 PBZ N.YS.ENERGY CDNJSE2VATION . l 4. ALL WORK SHALL 13E PERFORMED IN ACCORDANCE WITH GooD 19111LDIN6 5. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE DISHWASHER 2 O lu p p -1 PRACTICES. PARTICULAR APPLICATION, INSTALL IN AGCORDANGE WITH MANUFACTURER'S 6. PROVIDE FLASH ANS UNDER.ALL SLIDERS,DOORS AND WINDOWS WITHIN 6'OF AN LAVCODE REWIREIIIENTS. ATORY N SUNK 2' LAVATORY I-In � Ell ~ A-- �' 5. THE PREMISES SHALL BE KEPT GLEAN AT ALL TIMES. EACH DAY UPON M05T CURRENT PRINTED APPLICATION INSTRUCTIONS. EXTERIOR SURFACE. SHOWER 2' A-1 FOUNDATION PLAN NOTES & DETAILS Q � " �� � COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE 6. PROTECT FROM DAMAGE BY OTHER TIRADES WORKING ADJACENT TO THE 1. ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER STRIPPED. PROVIDE ALL HARDWARE TOII�T '!'OR A5 PB2 RISER DIAGRAM-REFER TO R15ER DIAGRAM o Q X z (� 0 a MATERIALS,TOOL5,RUB615H,ETC.,GLEAN ALL 6LA55 AND LEAVE WORK INSTALLATION,AND REPLACE DAMAGED SURFACES. A5 REWIRED. O -� u W LU )_ BROOM-GLEAN UNLESS OTHERWISE SPECIFIED. 1. REMOVE EXCESS ADHESIVE AND GLEAN SURFACES USING MANUFAGTUi�'S D. ALL 6LA65 15 TO BE FRS OF SCRATCHES AND IMP CT`IONS AND GUARANTEED BY 6. ALL VENTS TO BE 4'DIAMETER WHERE THEY PENEiRATE THE ROOF. q-2 FLOOR PLAN & DETAILS } iu -- � J 6. ALL DIMENIoNS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE SOLVENT AND GLEANING PROCEDURES. THE MANUFACTURER.FOR A PERIOD OF NO LE55 THAN I YEAR FROM DATE OF FINAL . . ■ 1. THE SYSTEMS TO HAVE ONE 4 OR TWO 3 MAIN VENT STACK INCREASED TO 4 T1iR000Fi f Q CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN 8. FILL IN ALL SEAMS WITH MANUFACTURERS APPROPRIATE COLOR SEAM q CWINDOWS OMPLETION. HABITABLE SPACES SHALL MET EGRESS REGx11REMENTS A5 STATED IN THE 111 WRITING BEFORE PROCEEDING WITH THE WORK AFiE-GTED BY SAME. COMPOUND. N.YS.CONSTRUCTION RULES AND REBUATIONS SECTION-114.1 abtc. 8. COUNTY�A)OF DISPOSALSYNO�TI�Y TO T1 APPLICABLE q_3 SECTION A-A ELEVATIONS, & DETAILS D' z '_ t ° WW_z ?. DRAWINGS NOT TO BE SCALED,WRITTEN DIMENSIONS SHALL ALWAYS TAKE g. ENSURE THAT ANY AND ALL WOOD AND PLASTIC USED COMPLY WITH ALL l0. WINDOWS IN BUILDINGS LOCATED IN WIND BOURNE DEBRIS REGIONS 02oMR4 WIND ZONE f h 'Q F- PRECEDENT. MUNICIPALITY REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED OR WITHIN I MILE OF THE OCEAK BAY OR SOUND SHALL HAVE GLAZED OPENINGS 4. APPROVAL of ALL TO CABNNG MUST BE OBTAINED FROM APPROPRIATE LOCAL` - t 4 & LARGE SCALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND RATINGS. PROTECTED FROM WIND BOURNE DEBRIS OR THE BUILDING SHALL BE DESIGNED ASA PRIORITIES PRIOR , GONGEA�LMR S A THEREFORE SHOULD BE EXAMINED THOROUGHLY PRIOR TO PROGEEDIN6 WITH 10. REVIEW THE TENANT CRITERIA IN RESARDS TO U51NO WOOD5 AND PLASTICS PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW lo. PRIOR TO ORDERING,CONTRACTOR SHALL SUPPLY GUTS 0=FIXTURES FOR OWNER'S THE WORK AS THEY TAKE PRECEDENT OVER'SMALLER SCALE DRAKIN65. AND INSTALL NO 5" MATERIALS WEEN DEEMED UNACCEPTABLE BY THE YORK STATE.GLAZED OPENNG PROTECTION FOR WIND BOURNE DEBRI5 SHALL t- t THE APPROVAL. LANDLORD/OWNER IF THESE PLANS AND SPECIFICATIONS GALL FOR ANY REWIREMENTS OF THE LARGE MISSILE TEST OF ASTM EIgg6 t ASTM EI886 EXCEPTION: II. CONTRACTOR LOFT.NOT GUT JOUSTS,STUDS,OR OTHER STRUCTURAL M 5 WITHOUT i - 111111111111 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF'1/16'(II.Irm1)AND A MAXIMUM THE APPROVAL OF THE ARCHITECT. 10. 05l4A RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL SUCH MATERIALS TO BE INSTALLED IN A SITUATION NOT APPROVED BY THE 12. Lt4DERGROIJND COPPER BEAU BE TYPE'iK COPPER TIMES DURING THE COURSE OF THE PROJECT. LANDLORD/ONWER,CONTACT THE ARCHITECT IMMEDIATELY. SPAN OF 6'(2488wW SHALL BE PERMI I I FOR OPENING PROTECTION O1 ONE AND TWO 13. ALL SOLDERS USW ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE. 11. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO HAVE SAIDSEALANT AND CAULKING ST RY BUILDINGS HAR.FAINELS SHALL BE DWARE PROVIDED.ATTACHIMBtTS SEAL A OPENINGS NTH 14. PROVIDE FU1 N PREOUT TO COVER METAL STRAPS AND HANGERS TO ENSURE PROPER INSTALLATION OF ALL WORK BE FREE OF DEFECTS. PIPING. I. PROVIDE NON-SAG SEALANT GOMPLYIN6 WITH REQUIREMENTS OF FEDERAL ACC.ORDANGE WITH TABES 8'302.2.1.2 OR SHALL BE 1DE516H1ED TO RESIST THE 15. WRAP ALL PIPING WITH INSULATION OF SIJFFIG119NT THICKNESS TO SATISFY THE 12. CONTRACTORS SHALL REVIEW ALL SHOP PRAWIN65 PROVIDED BY SUB SPECIFICATIONS TTS,-1543 OR FS TT-5-230 TYPE 'II',CLASS 'A'. PROVIDE COM ITS NO CLADDING LOADS DETERMINED IN AIOCORDANC=WITH THE PROVISIONS ENGINEEIRING R5WIREMENT5 FOR HEAT FLOW,VAPOR FLOW AND WEATHER-PROOFING IN GONTRAGTOR FOR GOMPLIn4cE TO THE CONSTRUCTION DOCUMENTS AND ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING,NON-DRYING OF THE BUILDING CODE OF NEW YORK 5TATE. ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL CODES - 4i THEN 5UBMIT SAID APPROVED DRAWIN65 TO THE ARCHITECT FOR SYNTHETIC, RUBBER SEALING COMPOUND WITH MINIMUM gO6 SOLIDS. USE AT CAM'-ENTRY 4 LUMBER: HAVING JJRJ5016T IM ■ APPROVAL. ALL INTERIOR JOINTS AT INNS SECTIONS BETWEEN PLANES. AROUND DOOR I. ALL YORK S AND CONNECTIONSALL LO SHALL BE IN ACC.OJimsoi WITH RESIDENTIAL T. CODE OF SITE INFO L MAP 2+ 13. NO SUBSTITUTIONS SHALL BE MADE EITHER DURING BIDDING OR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY NB•1 YORK STATE AND AL LOCAL CODES HAVING JURISDIGTIOx AND WITH THE NATIONAL ELEGTRIGALe CONSTRUCTION WITHOUT WRITTEN APPROVAL BY THE AiRGHITEGT. SUBMIT ALL SEALANT MANUFACTURER FOR THE 5PEGIFIC CONDITIONS AND SUBSTRATES. DESIGN SPECIFICATIONS FOR STRESS GRADE UIMBER AND ITS FA5TENIN95. AMBER Is I. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL GORE AND ALL STATE, LOCAL,AND UTILITY COMPANY CODES AND REGULATIONS. � U! N co 0 q 6 INFORMATION NECESSARY TO EVALUATE SAID PRODUCT OR SYSTEM 2. PROVIDE BACKING MATERIAL BY DOW 'ETHAFOAM" OR APPROVED EQUAL. TO BE FURN514ED AND INSTALL®WITH ALL FASTENERS,ANGHIORS,BLAC.IKIMG,BRIDGING, 2 CONVENIENCE OUTLETS SHALL BE LOCATED 12'ABOVE FINISHED FLOOR UNLESS Z � � lr ._ AGAINST THAT SPECIFIED PRIOR TO INCLUDING SAME IN EITHER THE BILL OR APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS 5ADM.E5,HANGERS,ETC.REWIRED TO COMPLETE THE JOB. ALL STEEL BOLTS OTHERWISE INDICATED. ALL HALL BE LOC,HES To 1 LOBATED INE ABOVE FINISHED FLOOR 0 r- (q r_ 'THE WORK". GON�GTING WOOD M 13ERS SHALL BE SUPPLIED WITH,AND TI6FTTE1�AGAINST 5783 BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH UNLESS OTHERWISE INDICATI�A5 PBt RE51DE IAL CODE OF NE K YORK STATE. (P ccs to 14. ALL DRANIs ISS PROVIDED FOR THIS PROJECT BY THE ARCHITECT SHALL BE THE SKIM BEAD WILL NOT BE ACTED. WATALLE OR PLATES. JOIST H+H19UIL5 AND ODE REWIRS AND HARDWARE MUST BE 3. SUPPLY RECOMMENDED LAM75 IN ALL FIXTURES. n � . I I INSTALLED IN AGGORDANGE WITH LBUILDIHIe CODE RKBf,IUIRE4E[T5 AND A5 FER : /�/ -4 cd RETURNED UPON COMPLETION OF THE WORK- 3. ALL SURFACES SHALL !3E ADEQUATELY GLEANED AND PREPARED IN 4. INSTALL F�CHIAUST FANS IN BATHS AND POWDER ROOMS DUCT ALL FANS TO THE F_xrExloR ZO RHO REQ'D PROV D - 1% � MANJFAGTURERS 5PEGIFIGATTONS. WHERE FASTENERS ARE NOT SPEGIFIGALLY INDICATED ��'.,",:,��'; - . 15. BIDS THAT ARE NOT SUBMITTED IN THE SPECIFIED BLD FORMAT SHALL NOT r THEY SHALL BE FURNISHED IN ADEWATE NUMBER AND SIZE AND SHALL 5. INSTALL HARD WIRED SMOKE DETEGTOR5 THROUGH-OUT A5 INDICATED AND A5 PER ��'1' � 't 'd- N AGC.ORDANlGE WITH MANUFACTURERS WRITTEN INSTRUCTIONS PRIOR TO OR SPECIFIED, RESIDI3NTIAL GODS OF NEW YORK STATE AND AT TOP OF STAR PROVIDE HEAT J� 0 Z N !3E CONSIDERED. INSTALLATION. COMPLY WITH THE NAILING 5GFE7ULF AGC�OFIPMMN6 THEE DETECTOR AHD CARBON MONOXIDE DETECTOR NEAR BOILER 51TE AREA 12,500 5F �. n � d) .� N SITE WORK: 4. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE AND CAULK AROUND ALL SPECIFICATIONS. b. SUPPLY GF.I.OUTLETS IN ALL BATHROOMS,GARAGES,AND KITCHEN AND ANY OTHER }FI' Y G U I ■ 111 LU EQUIPMENT TO CREATE A CLEAN,T16 4T AND WATERPROOF SEAL. 2. ALL FRAMING,LUMBER,FLOOR JOISTS,HEADERS,WOOD POSTS,BLOGKIN5 AND ALL ROOF PLACE l4 MOISTURE IS PREiEM AND A5 PER RESIDENTIAL GORE of NEW YORK F.Y. SETBACK 35.0' 4a.8' '� UJ -U _:� -gip L I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ST RAdFTERS,INTERIOR AND EXTERIOR WALL 5TUD5 SHALL BE DOU6LA5 FIR LARCH 01 r/ 3: LAYOUT ARE TO ESTABL15HH ALL LINES AND BENCHMARKS AND VERIFY ALL GRADE WITH AN Fb= 1000 PS.I.AND AN E=1,100,000 UNLt�6 OTHBRYNI5E INDICATED A5 STATE. SHOWN ON ACAIN FbANYING STRUCTURAL CALCULATIONS. 1. 5EPARATE CIRCUITS SHALL BE PROVIDED FOR APPLIANCES AS REQUIRED. R.Y. SETBACK 35.0' 50.0' GIVEN DATA ON DRAWINIGS. IN CASE OF DISCREPANCY,RECEIVE CYP5UM WALL BOARD: r�; CLARIFICATION FROM ARCHITECT PRIOR TO PROGEEDINI6. I. PROVIDE GYPSUM WALL PANFtS MANUFACTURED IN ACC.ORDANIGE WITH S. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR EXPOSURE 01 COX GRADE, 8. PRECEDE EXTERIOR OP THE WEATHERPROOF D COOS AS INDICATED ON PLAN 9. THE CENTER of THE H.>=GTRIGAL AND COMMUNICATION REf.EPTAGLE OUTLETS SHALL BE W M � •• •. 2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINI65,STOCKPILE REQUIREMENTS OF ASTM 336. NTH EXI'MOR GLUE,AND SHALL MEET THE REWIREMEWS OF THE LATEST EDITION OF INSTALLED NOT LE55 THAN 15'ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER 5.Y. SETBACK 10.0' Icl.1' J X -_1 TOPSOIL OBTAINED FROM STRIPPING BUILDING SITE AND STOCKPILE ALL 2. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS,ED6E5 AND CORNERS. THE US.PRODUCT STANDARD P5-I,AND SHALL BE DI3NI FIED WITH THE APPROPRIATE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY ,q N W '< 1 - EXCAVATED MATERIAL AT THE SITE. 3. WATER RESISTANT 6YPSUM WALL BOARD SHALL BE 1/2' THICK TAPERED GRADE TRADEMARK OF THE AIL- GNI PLYWOOD ASSOCIATION. SUB-FLOOR PLYWOOD , , 3. NEW AND EXISTING BACKFILL MATERIAL AND TOPSOIL ARE TO BE FRS OF AND ROUNDED EDGES,AND SHALL BE INSTALLED IN WET AREAS AS TO BE 3/4"THICK AND ALL WALL PLYWDOD TO BE I/2'THICK. ALL ROOF PLYWOOD TO THE M�'�of THE ROOM OR AREA Ti CONTROL NTIL 11Ne AND RECEPTACLE T,S,Y, SETBACK 25.0 43.6 � �`� +- � � BE 3/4'THICK. NO OSB.TO BE USED WITHOUT WRITTEN PMH55ION FiROM THE BU'TMO APPLIANCES OR COOKING,HEATING AND VENTILATINe EQUIPMENT SHALL NOT LU NODS,TREE ROOTS,ROCKS AND DEBRI5. INDICATED ON DRAWINGS. USE I/2 CEMENTITIOUS BACKER BOARD (MINS q�,I�T, �140 THAN 462 ABOVE THE Fes' MAX BLDG. HEIGHT 35.0' 15'-10" 4. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL BIB4INO ANY TILE INSTALLATIONS. 4. ALL WOOD POSTS.RESTING ON TOP OF CONCRETE WALLS SHALL NAVE CUP ANGLE MECHANICAL: 49 SHALL BE REMOVED FROM THE SITE. 4. PROVIDE FASTENERS IN AGCORDANIGE WITH A5TM 6646 LHESS OTHERWISE ANCHORAGE TO CONCRETE BASE. ALL POSTS RESTING ON TOP OF STEEL BEAM SHALL I. ALL WORK SHALL COMPLY WITH THE BUILDING GORE OF NEW YOWL AND OTHER 5. PROTECT ALL TREES WITHIN 25' OF THE BUILDINI6 AND THOSE AS INDICATED NOTED OR INDICATED. PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL.BEAM. PROVIDE APPLICABLE NATIONAL AND STATE CODES INC LYING THE INTERNATIONAL MECHANICAL 0 TO REMAIN WITHIN 50' OF CONSTRUCTION AREA - PROVIDE PROTECTIVE ATTACHMENT OF WALL BOARS' TO METAL FRAMING AND TYPE "5" PAN HEAD SOLID BLOCKING UNDER ALL POSTS TO 50LID BEARING. CODE,A5HRAE STANDARD,INTERNATIONAL BUILDING GODIE,THE INTERNATIONAL H1H.6A5 I - ' 5. WOOD STRUCTURAL ME SI IN CONTACT WITH MASONRY,CONCRETE OR EXP05ED To G„�,.,ALA,AHD ASHR E&=PAM.STANDARDS. ALL WORIG R.Y. SETBACK (accessory) 5.0 1.6 CONSTRUCTION FENGINI6 AT THE 17RIPLINE OF ALL TREES TO REMAIN. SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. GORE,o5OHA,f�FP/1,ASME,MI51, 6. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING (BACK FILLING) 5. PROVIDE ALL INCIDENTAL AW ACCE55ORY MATERIALS,TOOLS,EQUIPMENT THE ELEMENTS MUST BE PRESSURE TREATED. RETENTION AND PENETRATIONS IN SHALL ALSO COMPLY WITH ALL APPLICABLE LOCA_BODES,LAWS REGULATIONS,AND � � _ ACCORDANCE WITH THE AWPA STANDARDS GI AND 02 FOR WATER BOFM PRESERVATIVE ORDINANCES. 5.Y. SETBACK (accessor ) 5.0 5.1 ANY EXCAVATED WORK. AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYP5UM TREATMENT. y '1. NO BACK FILLING OF FOUNDATION TO TAKE PLACE KITHOUT THE WALL BOARD CONSTRUCTION INCLIIDINI6 AGGE55 DOORS AND PANELS. b. FASTENERS AND HANGERS,ETC.TO 19E "51MP50N'OR APPROVED EQUAL IN SIZE AND 2 CONDENSER L TOR TO SIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, � i INSTALLATION OF THE FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHOUT 6. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD 6AJSM A5 REWIRED AND INSTALLED AS Flat MANUFACTURERS SPECIFICATIONS. MECHANICAL LOBATION,DUCT SIZES ETC. TO ARCFIITEGT PRIOR TO INSTALLATION. MAX HEIGHT (accessory) 18.0 11.5 PROPER BRAGIN& OF WALLS. NO MACHINES TO RIDE WITHIN 10' OF ABUTTING ADJACENT CONSTRUCTION, INIGLUDIN6 AROUND FRAMED OPENIN165 AF HITEOT_GON Y MECHAA6TORNICAL TO REVIEWID STRUC5TRUCTURAL URN_SHOP INTENT C AND NOTIFY THE FOUNDATION WALL5 AFTER BACK FILLING 15 COMPLETE. AND OTHER PROTRUSIONS THROUGH WALL BOARD WHERE SEALANT 15 1. PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING J015T5 8'-O'O.G.MAXIMUM ARC TIRU0 OF ANY hIEC4M11GAL AND STRUCTURAL DEIGN INTENT CONFLICTS PRIOR TO GOtNSTRUGTION. 8. ALL BEARING SOIL 15 ASSUMED TO BE OF A SANDY WELL DRAINING MIX WITH EXPOSED. PROVIDE POLYSULFIDE SEALANT WHERE UNEXPOSED. PROVIDE SPACING. � BOTTOM D61NO AFTER 5LIBFLOOR HAS BEEN NAILED. No META- 5. ALL P40W SHALL BE DONE IN A NEAT AND EFFICIENT MANNER AND 50 A5 To NOT A MINIMUM SOIL BEARING CAPACITY OF I TON/60-FT. NOTIFY ARCHITECT IF ACOUSTIC SEALANT. NEEDLESSLY DAMAGE ANY PORTION OF WORK PERFORMED BY OTHERS. EXIST FIRST FLOOR 1,5cKo SF. SOIL CONDITIONS VARY FROM THOSE ASSUMED HERE PRIOR TO 1. APPLY PRE-FILL COMPOUND To JOINTS IN AGCORDANGE WITH INDUSTRY 8. ALL CARPENTRY MATERIALS TO BE INSTALLED AS Flat MANUFACTURERS INSTALLATION OR RECOMMENDATIONS AND SPECIFICATIONS. EXIST SHED 208.3 S.F. OF THE WORK. STANDARDS. APPLY EN®EDDIN6 COMPOUND REINFORCING TAPE CENTERED q. L EXTERIOR WALLS TO BE 2'X4.OR 2'x6'a 16'O.C.DOUGLAS FIR LARCH 01 GRADE SECTION 8312 GUARDS g. 51TE TO REMAIN FREE OF ACGUMUTATED DEBRI5. A DE51&N ATED PARKIN& OVER JOINT;APPLY SKIM COAT. AFTER TAPING AND EMBEDDING COMPOUND WITH AN E=1,100,000 WITH V2WX PLYWOOD GOVERN WITH TYVEK FELT OR OTHER AREA FOR WORK VEHICLES AND UNLOADING AREA SHALL BE SET UP 50 AS 15 DRY,APPLY SECOND GOAT FILLING AND TAPER FLUSH WITH SURFACE; APPROVED EGLAL, ALL WOOD 5TU7 BFARINe HALLS AND PARTITIONS SUPPORTING R312.1 Guards. Porches,balaonles,ramps or raised floor surfaces located more TO MINIMIZE DISTURBANCE TO THIS SITE OR ADJACENT MI&HEMN&SITES. FIRE TAPE PENETRATIONS AT DEM151N& WALLS,CORRIDOR ENVELOPE AND WOOD TRU55M OR JOISTS TO BE CONSTRUCTED 50 THAT A 5TLO 15 LOCATED AT THE than 30 inches 062 mm) above the floor or grade below shall have guards not 10. ALL MATERIALS STORED ON SITE SHALL BE ELEVATED FROM GRADE 50 AS OTHER RATED ASSEMBLIES. BEARING POINT OF EACH WOOD TRIM OR JOIST.10NL55S NOTED animwiSE less than 36 Inches M14 mm) In height. Open sides of stairs with a total rise of TOTAL FLOOR AREA 1,602.3 S.F. TO ELIMINATE CONTACT WITH WATER AND TO BE PROTECTED WITH TARPS. 8. PROVIDE FINAL FINISH THAT la SMOOTH,WITHOUT DIVOTS,BUMPS,BOWS OR lo. WOOD STUD WALLS OR PARTITIONS EXUSDINe 8'-0' IN HEIGHT SHALL HAVE HORIZONTAL more than 30 Inches (762 mm) above the floor or grade below shall have guards ANY OTHER SURFACE BLEMISH,AND READY TO RECEIVE PAINT. SMOOTH HALL BRIDGING OR HE ADBOATELY BRACED AT INTERVALS,NOT EXCEEDING 6'-OR AT not less than 34 Inches (864 mm) In height measured vertical! from the nmi of lot coverage (20% MAX) 12.82% CONCRETE AND FOUNDATION: FINISH TYPICAL,UA.N. ON PLANS. THE In POINT VERTICALLY IN AN APPROVED MANNER. the treads. lg y ^9 I. ALL WORK TO BE PERFORMED IN GONFORMIAIINGE KITH THE LATEST II. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL WALLS,PARTITIONS,FIREPLACES, STANDARDS FOR PLACEMENT OF CONCRETE A5 SET BY A.G.I. PAINTING AND 5TA I N I NG: SPAR.CHIMNEYS,BETWEEN FwoRS,FLOORS AND CEILINGS,R AND ALL OTHER OF NEW I. PROVIDE PAINT FINISHES FOR 31111DIN6 AND OTHER SURFACES A5 5PAGE5. MAKE ALL JOINTS SMOKE TiGHT A5 PER REsiDENrtA_CODE OF NB�N YORK Porches and decks which are enclosed with Insect screening shall be equipped 2. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES STATE REWIREMENT'5. with guards where the walk) surface is located more than 30 Inches 062 mm) -" SCHEDULED ON DiRAWINSS OR.AS SPECIFIED HERE-IN-AFTER NO PAINT FINISH 9� n9 OF MINIMUM 28 DEGREES F. AND RISING. 12. MAXIMUM RISER.HEIGHT OF ALL STARS SHALL BE 1-3/4'AND MINIMUM TREAD SHALL BE above the floor orbelow. 3. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15 REWIRED ON: ITEMS HAVING COMPLETE FACTORY FINISH,EXCEPT AS 4-In'PLUS I-1/6"N051N6,ALL IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK grade 4. NO ADDITIVES SHALL BE ALLOWED WITHOUT KITTEN PERM15SION OF THE MAY BE SPECIFIED HEREINAF`dR,PUTTY AND /OR SEALANT AT ALUMINUM STATE OR A5 SHOWN ON DRAWINGS. STAIR WIDTH BETWEEN HABITABLE 5PA4,E5 AT 8312.2 6ua•d opening limitations. Required guards on en sides of stalrwa 1 ARCHITECT. WINDOWS,NONFERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE DIFFERENT FLOOR LEVELS,SHALL BE NOr LESS THAN 31 BETWEEN HANDRAILS OR P Ing Req g� P �� raised floor areas,balconies and porches shall have Intermediate rails or 5. ALL CONCRETE 15 TO BE MINIMUM 3000 P5.1. FOR WALLS AND FOOTiN65, PAINTIN-5CHEDU_E;STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXI5TIN6 BETWEEN HANDRAIL AND A WALL. STAIRS TO A BASEMENT OR CELLAR SHALL BE NOT 3500 P5.1. a 5LAB5 AT 28 DAYS UNLESS THERWISE SPECIFIED ON PLANS. BUILDING,EXCEPT 14-ERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT LESS THAN 3 WIDE ornamental closures which do not allow passage of a sphere 4 inches 002ro) 6. PROVIDE ALL SLEEVES AND FOUNDATION VENTS A5 REQUIRED BY N.YS.G.RR SRI' AND DIFFUSERS. NO PAINT 15 REQUIRED FOR INSULATING PIPING, 13• �- �K SHALL BE PERFORMS IN CONFORMANCE WITH 6000 TRADE or more In diameter. 7. PROVIDE DL-FORMED BARS FOUNDATION IN THE FOOTING ANDA Y N-Y-CONTINUOUS EXCEPT WHERE EXPOSED IN F!NISHED,NON MECHANICAL ROOMS. PRACTICE,MA UFAGTURERS CATIONS AND IN CONFORMANCE WITH THE . RESIDENTIAL CODE OF NEW YORK STATE,INCLUDING THE FOLLDWING: Exceptions, ul N 2X KEY BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT Pt CAUSED BY THIS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF I.The triangular en formed the riser,tread and bottom rail of a rd V a) D. PROVIDE WALL REINFORCINI6 AS INDICATED ON THE PLAN. 13A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND � }� rside of a stairway are permitted to be of such a Sim that a sphere g. ANCHORED BOLTS IN CONCRETE SHALL BE HOOKED 3/4' X 12' AT A MAXIMUM TH15 SECTION. REMOVE ELECTRICAL OUTLET AND 5KITC 4 PLATES, A5 PER ENCLOSED NAILING 5C�. BRACE,PLUMB AND LEVEL ALL MEMBERS AND openaJ Pe 3' O.G. AND NO MORE THAN I'-0' FROM 60FI ER5. MECHANICAL DIFFUSERS,GRILLES,ESCUTCHEONS, RESISTERS,SURFACE SECURE WITH SUFFICIENT NAL5,5PIKE S,AND 501_75 TO ENURE RIGIDITY. 6 Inches 052 mm) Cannot pass through. W HARDWARE,FITTIN66 AND FA9TENIN&S PRIOR TO COMMENGIN& THE WORK. 138. LAP J015TS OR TRU56E5 OVER BEARING BEAM TO BE 5ECURED Tom. SECURE 10. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION 2. Openings for required wards on the sides of stair treads shall not allow a WALLS. STORE,GLEAN AND REPLACE UPON COMPLETION. BUTTED J015T5 WITH I WIDE BY I8 METAL STRAPS AND TWO 8d NAILS TO EACH �e n99 II. ALL FOOTINGS SHALL BEAR ON UNDISTURBED' SOIL WITH A MINIMUM BEARING 3. PAINT CONTRACTOR SHALL NCTiFY THE GENERAL C40WRALTOR IF ANY JOIST. sphere 43/8 Inches (101 mm) to pass through. e SURFACE TO BE PAINTED OR 57AINED 15 FOUND TO BE UNSUITABLE TO 134. PROVIDE SOLID SURFACE AT ALL CWI CORNERS AT LEAST I-V4' DE IN BOiN !w Q 0 CAPACITY OF I TON5/SQ.FT. OR AS PER 516NED AND SEALED DESIGN SPECS. DIRECTIONS FOR SEGURINO SUBF..00RING DRYWALL,ETC.MID FOR SURFACES WITH v, �- PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL ON AN UNSUITABLE OF A PR PE95IONAL E'N161NE ER,LICEtN5FD IN N-YS. FRAMINe METS,OR WITH 2'WOOD BLOCKING SECURED WITH AT LEAST TWO 8d � 12. PROVIDE NELDED WIRE MESH REIN--ORONG IN SLABS AS INDICATED ON THE SURFACE UNTIL THE UNSUITABLE SURFACE HAS BEEN MADE SATISFACTORY. PROVIDE SOLID BLOCKING FOR CROWN MOLDINGS,CASING,BASETRIM OR OTHER 01 W 1U DRAWINI&S. 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLORR,SMOOTH AND FRS MILL HORK AND CARPENTRY A5 REWIRED. = Z - 13. ALL FOUNDATION WALL5 SURROUNDINi6 BASEMENT AREA SHALL BE COATED. FROM�S• MAKE ENDS OF R !NT ADJOINING OTHER MATERIALS OR 13D. PROVIDE DOUBLE JOIST% RUSSES,AND HEADER AT WATER CLOSET DRAIN BENDS .4 0 �' - CONTRACTOR TO ASSEMBLE A WHISH X 8' LONG SAMPLE WALL INDICATED COLORS SHARP AND GLEAN. k+IERE HIGH SLOSS ENAMEL 15 USED,LIGHHTLY AND AT ALL VENT AND MECHANICAL OFENING5 2'OR MORE IN WIDTH UNLESS PLOT PLAN : 20 FROM FOOTING TO BELOW FINISHED &RADE LINE,FOR ARCHITECTS SAND UNL>l3zcoAT TO OBTAIN A SMOOTH FINISH GOAT. ISE STUDS DIRECTED BE PROVIDED AND SECURED To SUPPORTING MEMBERS IN STRICT Lu 0 V 5. PROVIDE ALL NEWLY PAINTED SURFACES KITH 0) ONE GOAT TINTED PRIMER ACCORDANCE NTH 'REGOMMIENDED NAILING SCHEDULE INCLUDED IN THESE _ � CJ APPROVAL PRIOR TO �IN6 THE WORHC. AND A MINIMUM OF (2) TWO GvATS FINAL COLOR GOAT, • 14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES (5 PER TRUC I TO BE SENT 0A Ex OTHERWISE SPECIFICATIONS OR A5 HEREAFTEIR.NOTEDN 19 t- H TO A TESTING LAB TO BE BROKEN OPEN AND TESTED AT-1, 14 AND 28 DAYS RECOMMENDED BY'MANUFACTURERS SPECIFICATIONS) TO PROVIDE A SOLID, M.E.I. SECURE SOLE PLATES NTH 16d NAIS 16'O.B.THROUGH W5FLOORINO AND INTO ` LU RESPECTIVELY. NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF UNIFORM AND DURABLE FIN15H. ALLOW PROPER DRYING TIME BETWEEN FRAMING OR BLOCKING. OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INIDIGATINl6 COATS. I3E2. STUDS NOT I THAN 2'X b"OR 2"X 4'• Ib'O.O.FOR EXTERIOR OR INTERIOR THE VOLUME AND STRENGTH OF GoNCRETE DELIVE-RFD EACH DAY. 6. DELIVER ALL PAINT TO JOB 517E IN UNOPENED CONTAINERS BEARING THE HNLUND 5,RESPECTIVELY,DOUBLED AROOPENING AND TRIPLED AT GOA. NOTE: TH15 PROPERTY 15 LOGATED I­_LUCO) 15. ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT GOLD JOINTS, MANUFACTURE'R'S LABEL,AND 5HOWINIG PAINT TYPE, SHEEN AND COLOR 13EES.5. PLATAND BLOC.KIN6 TO BE THE SAME WIDTH A5 RELATED STUDS OR HIDER UNLESS PEIRM15SION 15 OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO 1. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY BY THE O.E.4. FRAMING TO COORDINATE WITH THE WORK OF OTHER TRADES. WITHIN ONE MILE OF THE GOA5T AND '5 MANUFACTURER FOR THEMATERIAL ON TO W HIC 4 THEY KILL BE APPLIED. 15P-5. PROVIDE TWO(2)2'X 4'WITH FULL.LENGTH KINE P05T 5TUD5 AT THE END OF ALL THEREFORE WITHIN THE WIND BOURNE PLA av ENT OF SAME. HEADEFM UNLESS OTHERWISE RWI5E NOTED OR APPROVED. PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURERS INSTRUCTIONS FOR 13E.6. PROVIDE 501-10 BEARING FOR ALL.TRUSSES,JOISTS,RAFTERS,61RDER5,POSTS,ETC. DEBRIS ZONE. nn MASONRY: PROPER APPLICATION OF THE PAINT. 13.5.1. UNLt55 NOTED OTHERK15E PROVIDE DOUBLE HEADER AND TRIMMERS AROUND AL FINAL 14�f A 4 I. ALLCONCRETE BLOCK 15 TO HAVE "DUR-O-WALL' REINFORCING EVERY 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY GLEANED,AND OPENINGS IN SIZE TO MATCH ADJACENT FRAMING. 5EGON0 COURSE. FILL TOP COURSE SOLID. ALL FOOTIN65 SHALL BEAR PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE 13P. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS,NAIL WITH 5 616 II'00' E IOOAO' p ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/50.FT. VENTILATORS AS REQUIRED TO PREVENT BUILD-UP OF FUMES. 6d COMMON NAILS b 04.ALONG SUPPORTED EDGES AND 10 O.G.AT INTERMEDIATE F _ _ .� _ _ _ _ _ _ � _ _ R�V t �� . ; Y Z 2. MORTAR MIX TO BE ONE PART PORTLAND GEMENT,ONE PART LIME PUTTY, g. THOROU&HLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS SUPPORTS,BREAK JOINTS IN ADJACENT COURSES,LOCATE ED JOINTS OVER R t AND SIX PARTS SAND,OR ONE PART MASONRY GEMENT AND THREE PRIOR TO SANDING ALL WOOD TO A SMOOTH AND EVEN FINISH. DUST OFF SUPPORTS AND DRIVE NALS F_U5H OR 5LIGHTLY BELLOW 5URFACE. UNDERLAYMENT, PARTS SAND. PROVIDE WEEDED WIRE ML-5H REINF-ORCIN6 IN WALL,OR AND APPLY PRIMER TO SURFACES REGEIVIN6 PAINT,OR STAIN WOOD. SAND WHERE REWIRED,SHALL BE LAID DNTH INSTALLED. * SEE' �} ' 4 : 4 t�f 13,6. ROOF SHEATHING 5HiW_BE LAID NTH FAGS GRAIN AT RIGHT MI61F5 TO SUPPORTS, FLOOR 5LA55 A5 INDICATED ON DRAWINI65. ALL WOODWORK TO A SMOOTH AND EVEN FINISH BETWEEN GOATS. LOCATE END JOINTS OVER 5UPPORT5,5TASOM JOINTS,PROVIDE METAL 'H'CLIP AT I r� 3. CONTRACTORS TO � A 4' HIGH X 8' L.ON6 SAMPLE WALL INDICATING 10. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF JOINTS AT 51DE5 OR PANES P+IEN SPACING OF SUPPORTS,15 GREATER THAN 16'OZ. T pr- �', J y THE EXACT EFFECT OF ANY MASONRY SURFACE,FOR THE ARCHITECTS FINAL FINISH, IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS I3N. FURRING,WHERE REWIRED TO BE TRUE To LINE,NOT OVER I6.OiC.AND FASTENED I n oasT I -�- � APPROVAL,PRIOR TO COMMENICINI6 WITH THE WORK. 11. PRIME BACK OF ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO SECURELY TO SUPPORTING SURFACE. avi s 5, I _ a 4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH PORTLAND GEMENT FILL. INSTALLATION. FILL ALL CRACKS AND HOLES WITH PLASTIC WOOD OR -- 5. PROVIDE BRICK VENEER TIES (HOT GALVANIZED)m20' O.G.VERTICAL AND 16' PUT17Y. THOROU6 LY GLEAN SURFACES AND APPLY NO FINISH UNLESS 14. ALL FLOORS TO BE COVERED WITH CARPET SHALL L HAVE ONE LAYER 1/2' 'COMPORT o ad O.G. HORIZONTAL EACH WAY TIED INTO WOOD FRAME OR BACKER SURFACES ARE DRY AND READY FOR APPLICATION. SAND SURFACES OF BOARD'OR OTHER APPROVED EWAL,OVER 3/4.5UBFLOOR. FLOORS TO BE COVERED 0 BLOCK. TRIM SMOOTH AND WIPE GLEAN PRIOR TO APPLYING STAIN GOAT,OR PRIMER WITH OAK FLOORING,GUMMY TiLE OR CERAMIC TILE SHALL HAVE ONE LAYER OF 3/4' 2 E 6. PROVIDE N�PHOLE5 AT APPROPRIATE LOCATIONS O 2'-O' O.G. FOR WOOD REGEIVIN6 PAINT FINISH. PLYYNooD SUBFLO0RIN6' 15. ALL LUMBER D�NBRED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE Z 1. MAINTAIN MINIMUM I' AIR SPACE BETWEEN VENEER AND WOOD FRAME WALL. 12. AT GOMPL.ETIOK TOUCH-UP AND RESTORE FINISH WHERE DAMA6E'D AND WEATHER KITH A TARPAULIN OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE ---------- -------- c 6. ALL STONE TO BE INSTALLED AS PER THE LATEST STANDARDS OF THE LEAVE ALL SURFACES IN 6000 AND GLEAN CONDITION. PROVIDE FOR ONE STOCK PILED ON WOOD DUNNA6E,IN A RELATIVELY FLAT,DRY AREA.THE SAHIB I • • EXIST R/O ■ i I$ ca •o BUILDING STONE INSTITUTE (b5-IJ TOUGHH4UP TRIP FOR ENTIRE PROJECT PRIOR TO OPENING. PROTECTION SHALL BE PROVIDED DURING SHIPPING AND INSTALLATION. y � C a g. PROVIDE POURED CONCRETE DEAFENING UNDIER ALL FIREPLACE HEARTHS. 13. OTHER PAINT MANUFACTURERS MAY NOT BE SUE35TITUTED FOR THOSE 16. ALL TRIM TO BE ALLOWED TO ACCLIMATE TO SURROINDING H IMIDITY LEVEL `R PATIO S IN HOUSE i 1 R 10. MAINTAIN 2" MIN. CLEARANCE BETWEEN FIREPLACES/CHIMNEYS AND SELECTED,REQUIRED OR RECOMMENDED. FOR A MINIMUM OF 2 WEEKS PRIOR TO INSTALLATION. CLIMATE CONTROL SYSTEMS COMBUSTIBLE MATERIAL AS PER RESIDENTIAL CODE OF NEW YORK SHALL BE INSTALED AND omiATINs DURING ACCLIMATION PERIOD. 14. FINISH INTERIOR SURFACES AS SGHEDUL.ED ON DRAWINl65 EXCEPT AS I Date Revision I Issue 11. WHERE P0551BLE,USE RUL.L.LENGTH PIECES,FREE OF JOINTS,WHERE JOINTS ARE 23.6' ' '�.�' STATE. MODIFIED AND HEREINAFTER AND UPON KITTEN OWNER �A�,THEY SHALL BE INCONSPICUOUSLY LOCATED AND CUT IN A SCARF JOINT 11. ALL FIREPLACES,SURROUNDS AND MANTELS TO BE INSTALLED IN STRICT APPROVAL. IN GENERAL,USE E665FELL SHEEN FOR WALL BOARD SURFACES, FASHION I CONFORMANICE TO FIRE UNDERWRITERS SPEGtiS. AND RESIDENTIAL CODE SEMI-GLOSS FOR HOLLOW METAL AND KOOD TRIM AND FLAT FOR Ib. ALL JOINTS,BOTH MITER AND SCARF,To BE GLUED AND NALED. I I I OF NEW YORK STATE. DUCTWORK. Iq. ALL.EXT R10R RAT STOCK TRIM TO BE PRE-PRIMED. BOTH FRONT AND BACK AS PER, I - 12. PROVIDE SAS LINES FOR LOGKITS OR STARTER MANIFOLDS AS DIRECTED 15. WOOD FLOORIN6 TO BE SANDED AND FINISHED W1TH THREE (3) GOATS PAINTING SPECIFICATIONS TO FOLLOW.ALL JOINTS To BE WEATHER CUT AND GLUED. ON PLANS. PROVIDE L06KIT5 FOR ALL PREFABRICATED FIREPLACES. POLYURETHANE. 20. FLITCH SHAMES SHALL HAVE A MINIMUM Fb=36,000 E=29,000,000 NTH In BOLTSI � 15T I-STY 13. ALL STONE TO BE INSTALLED IN 2'-0' VERT) LIFTS ALLOWING SUFFICIENT LOCATED NOT CLOSER THAN 2'FROM THE TOP AND BOTTOM EDGE,UNLESS OTHERWISE FRAME I coNVenlgl TRL155 JOISSTS: NOTED.THEE SHALL BE A BOLT,BOTH TOP AND BOTTOM,2'FROM FAC44 END. DWELLING TIME FOR MORTAR TO CURE. 1, ALL PREFAB TRU55-JO15T5 ARE To BE INSTALLED A5 PER MANUFACTURERS *110 11 STEELe SPECIFICATIONS. UJ I -1 __I,10F I Ix / I. ALL STRUCTURAL STEL SHALL BE NEW AND CONFORM TO ASTM Aso 2. PROVIDE WEB STIFFENERS AROl1ND END SUPPORTS AND UNDER ALL POSTS FROM FINISH INTERNATIONAL CODE COUNCIL ENERGY CONSERVATION CODE: III 44A- 2. THE DE516Hi,FABRICATION AND ERECTION OF ALL 5TRlJGTURAL STEEL SHALL BE IN FLOOR AS PIER MANUFACTURERS SPEGIFIGATIONS. 1. ALL WINDOWS SHALL HAVE AN INFILTRATION RATING OF 0.3 CFM FEL FOOT OF PERABLE S I r>asr ewuc I O I Drawn By: ACCORDANCEA NTH THE LATEST EDITION OF THE SG SPECIFICATIONS. 3. MINIMUM BEARING DISTANCE TO BE 2-1/4'.5. PROVIDE RIM JOISTS AROUND PERIMETER SASH. AL SWING TYPE AND SLIDING GLA55 DOORS SHALL HAVE Ax INFILTRATION RATE 3. SHOP AND FIELD GONNEGTIoNs SHALL BE WELDED OR MACHINE BOLT®NTH ASTM AS PER MANIFACTURBRS SPECIFICATIONS. OF 1,0 GFR FM FSa1ARE FOOT OF DOOR AREA 4 � 4� 0 GARBONARO A-525 OR A-440 BOLTS NTH LOCK WA � 5F . 2. ALL HEATING EWIPM3NT SHALL MEET THE EFFICIENCY STANDARDS OF THE NYS.ENERGY WOOD FLOORING: CONSERVATION GODS. IT 4. PAINT ALL STAR ONE.,HOP GOAT OR RUST INHIBITIVE PAINT AND FIELD TOUC+11P I. WOOD FLOORING,MATERIAL TO BE SELECTED BY OWNER OR A5 INDICATED ON PLANS. S. ALL MECHANICAL SYSTEMS SHALL CONFORM TO RESIDENTIAL CODE OF NE^L YORK STATE, EXCEPT FOR AREAS TO 8E WELDED. COLOR TO BE GRAY UNLESS OTHERWISE DIRECTED O BY THE ARG41T6GT. 2. WOOD FLOORING MATERIAL TO BE STORED IN HEATED HOUSE FOR THREE(3)WtSiCS AND ALL LOCAL CODES HAVING JURISDiGTION z lxl,r eRla:c /QQi Project# 5. ALL STRUCTURAL WE DING SHALL BE PERFORMED BY CERTIFIED WELDER5 IN PRIOR To INSTA,LATioK FLOORING TO BE STORED IN A MANNER So AS TO ALLOW 4. THERMOSTATS SHALL MST A MINIMUM RE, IRED RANGE OF 45-14 DEGREES F. I PAVI92 DRNddAY 10 COM1'LIMICE WITH THE AMERICAN WHDING 50CEETY STANDARD QUALIFICATION PROPER AIR FLOW AROUND MATERIAL AS FER MANUFACTURERS SPECIFICATION. 5. DOMESTIC NOT WATER SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT WATER I I MMX\/I l 1-10 � pS. WOOD FLOORINO TO BE PLACED LOOSE ON CLEM PLYWOOD 51JBFLOOR FOR 24 HOURS I RATURES TO 140 DEGREES F. b. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANBHOR5 AND BEARING, PRIOR TO FINAL INSTALLATION. 6. ALL NEW CONSTRUCTION SHALL CONFORM TO THE I.CZ.ENERGY CONSERVATION PLATES,UNLESS OTFI!RWI5E NOTED ON DRAWINGS. WOOD INTERIOR TRIM, 1. /CALL EXTERIOR WALLSCODE DAND ROOFS SHALL BE INSULATED. PROVIDE SOUND ATTENUATION 1. 5LIBMIT SHOP APPROVAL PRIOR TO FABRICATION. To ARCHITECT FOR ALL GONNEGTION5 AND 5Tffi.LAYOUT FOR I. WOOD TRIM TO BE A5 INDICATED ON PLANS. BLANKET IN ALL INTERIOR WALLS AND FLOORS COMMON To BATHROOMS AND NOISE Scale s NOTED 8. ALL OVA TO IBE CERTIFIED IBE OF TFE SIZE 5PE�IFIED IN THE PLAN UPON DELIVERY 2. WOOD TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(2)WEEKS PRIOR TO PRODUCTION ROOMS I /Q) INSTALLATION. WOOD TRIM TO BE STORED IN A MANNER 50 AS TO ALLOW PROPER AR WAIL 4' R-15 TO ARCHITECT. FLOW AROUND MATERIAL A5 PER MANUFACTURERS SPECIFICATIONS. WAIL b' R-21 DECKIN&e 3. WOOD TRIM 15 TO Be APPLIED TO CLEAN 5URFAGE CEIL1Ne q' R-3o " I I Date 1. AL EXTERIOR FINISH®DECKING TO BE 5/4'X 5'TIG FIR DEGKINS. PRIMED BOTH D. THE RATIFLOOR OOOF 6LAZ1NGR5C�lAKZE FOOTAGE To GROSS FX1�RI0R WALL 5dJARE FOOTAGE JUNE 10, :201& SIDES PRIOR TO INSTALLATION AND "BLIND NAILED LAND GLUED IN PLACE. 2. AL 5TRUCTiFm FOR DEC.KIN6 TO BE GGA PRESSURE TREATED LUMBER IN SIZES SHALL BE SUCH THAT THE TOTAL THERMAL RATING OF THE BUILDING ENVELOPE SHALL BE 15.61_' / I INDICATED AND INSTALL®AS PER AWPA 5TANDAR125. NO LE55 THAN ZERO AS SPECIFIED BY THE I.G.G.ENERGY CONSERVATION CONSTRUCTION L - - I _ 3. ALL RAILINC5 TO BE MANUFACTURED FROM GRADE 'A'WESTERN G®AR IN SIZES AND GODS 2016' N 81' ll'00' W 100.00' 5TYLE5 INDICATED. bra. ALL.GLASS TO BE INSULATED(b9U). Bet# 8b. ALL DOORS TO IBE INSULATED AND HAVE WFATHI3R-STRIPPING(40U). q. REFER TO RES-GH EOK. FOR I.CJ0E.CJ0 COMPLIANCE. RUTH ROAD V= TABLE 5 . 1 NA I L I NC 5GHEDULE cENER/�L NOTES }� r 0 TABLE TAKEN FROM WOOD FRAME CONSTRUCTION FEDITION) 1 THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS MANUAL OR ONE &TWO FAMILY DWELLINGS 2015 v 12-24 OF THE 2016 N.Y.S.CODE. HO AGK :• NUMBER OF NUMBER F ACCORDANCE WITH CHAPTERS BE O INSTALLED IN ACCORD :::::::; 2.THE PLUMBING SYSTEM SHALL BE ;::•::;:;::>.;;•;;::;>:•: > :::;:.. ; ;<;;; ;;::.;:; JOINT DESCRIPTION NAIL SPACING DE. 25-32 OF THE 2016 N.Y.S.s. COMMON NAILS BOX NAILS ;:;..::•::::;:::::..::: .. 3ELECTRICAL EQUIPMENT IP EN T AND WIRING SHALL BE INSTALLED IN ACCORDANCE E ROOF FRAMING !� z0 1 NYS CODE. O 20 6 N.Y.S.H CHAPTERS -42 OF THE Q WTT C 3 3 LU �- RAF TER TO TOP - 1L LU Q. }- PLATE OE U NAILED (T ts) ) 3 8d 3 IOd '4 IN ...............:.: ........................ ::.::.:.:.:::::: .�:.:::::.:.:.: >`: : >:>: PER RAFTER B INSTALLED H SS DOORS SHALL E ,:.;:.; :•::::;:::.,. ;::;:::;;:;:::::;:;:;:;:.; ;:.;::.::.::.:::::: ,: ::,:;:• •:•:•::. 4.EXTERIOR WINDOWS AND GLA X lU SECTION o8. U WITH E GLAZING IS TOCOMPLY R3 WITH SECTION R61 . . ALL LAZ 35 E .Q G I IN L 6 _ JOIST To - - z OP PLATE OE NAI - lU (T L.ED lU ct) 3 8d 3 IOd R PE JOIST O UT A LU - AND EXTERIOR STAIRWAYS } I N 0 .6 ALL INTERIOR ANCE WITH S ECT O .IN ACCORD R3 3GEI IN6 L JOIST T TO - 5 ;::�:::�;:�:.�::;::;::�::: ; . .::::;•;:;•;:�;:;•;:�;::: PARALLEL RAFTER �:.:.::::::::.::.• ;: .:.::::::::::::::: GAGE NAILED) 4 Ibd 4-40d EACH LAP d) SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS,INCLUDING ::•::•:;•::;::;•::; U G LING JOIST LAPS OVER PARTITION - W LANDINGS AND TREADS. ::..: ::•:•;:•::::: ::•: TON G=AGE NAILED 4-Ibd • •:. .�:.::.::::.�::..:• f- :;::;;:>::s:�: • ) 4-40d EACH LAP Z (L/ Z ;;.;::; • ;.;;::.: to >- QL W COLLAR TIE LLA TO RAFTER AGE-NAI D i AN ATTIC ACCESS OPENING SHALL BE ;�;':�'::; � �� �;:�;:: ..:....:..:...:..: ..::: : `:, •:::• :.:.::.:..:::.. ....:; � LE ) 4-IOd 4-12d PER TIE I- 6.IN ACCORDANCE WITH SECTION R807. , TTI AREAS THAT EXCEED m S.F.AND HAVE A VERTICAL HEIGHT OF PROVIDED TOA C 3 BLOCKING TO RAFTER (TOE- NAILED) 2- 8d IOd EACH END 30OR GREATS . 2- 'Q R THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 2 2 � 0 AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. RIM BOARD TO RAFTER (END-NAILED) 2-I6d 3-Ibd EACHEND 7.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE I. APPLY VAPOR BARRIER, 2. APPLY SILL STRIP 3. INSTAL. WINDOW PER WALL FRAMING INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE GUT CORNERS ON DIA60NAL MANUFACTURER'S WRITTEN WITH SECTION R318. AND FOLD INTO OPENING INSTRUCTIONS TOP PLATE TO TOP PLATE (=AGE-NAILED) 2-160# 2-Ibc( PER FOOT TOP PLATES AT INTERSECTIONS (=AGE-NAILED) 4-16d 5-I6d JOINTS - EACH SID • 8.WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION O Q not GREATER THAN 203 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER STUD TO STUD AGE-NAILED " 2-Ibd - 1 . 2 Ibd 24 O.G. WITHSECTION RDANCE WI THAN 0 IN ACCOR9 5 4 5 :::::::::::::::. HEADER TO HEADER G=AGE-NAILED) I6d I6d I6" o.c. ALONG ED w GREATER THAN 2 AND OF NOT REATE A SPREAD INDEX 5 N HALL HAVE FLAME- ..::::.::::::.:. :::::::::::::::::::: S TIO S .:.::: ... :: .:.::. .INULA r.:::::::;:;::::;:.:: . ..........:.:..:... F NOT GREATER THAN 4 0 IN ACCORDANCE :::... ::.; ": TOP OR BOTTOM ASMOKE-DEVELOPED INDEX O 5 PLATE TO STUD (END-NAILED) 2-I6d 2-40d PER STUD CkZ f - i ION 16. 1- WITH SEC R3 Q O ;::.;: Q) 130 TTOM PLATE TO FLOOR JOIST, � L I T BANDJO .� IST � J - 2-Ibc� 2-I6 � WITH t PER FOOT INSTALLED IN ACCORDANCE ENDJ015T OR B OGKIN6 - COVERING SHALL BE L AGE NAI 0 INTERIOR WALL LED 1 .TNTE ) 'd b" DIN G S B INSTALLS R 0 AND EXTERIOR WALL COVERING HALL E SECTION 7 2 E N z N R Q ._ ACCORDANCE WITH SECTION 70 . C 3 A N C ..................... FLOOR NG N R SECTION R 2. ■ WW - B INSTALLED IN ACCORDANCE WITH SHINGLES HALL E ..... . ...:......:..:..:..:.. ::•:::•:::::•: ::. .,............... ..........;....,..... 11.ASPHALTS GLES S 905 . :::::::::::::::;: L ii:•i:•i•i:iv'Li•i:"?. ,:::c.:.v:::;c:•c:v:: .i•i:is i.......s is}i:i: :. :::: J015T TO SILL, TOP P ::•:.:: ::::.:::::•:.:::: �:. :.... ::�:;:::�;;•::::�:. LATE OR GIRD - , ER ('TOE NAILED) 4-8d 4-I0d PER JOIST /� }- 12.IN ACCORDANCEE WITHSECTION R321,APPROVED NUMBERS OR ADDRESSES U ..... ;;;;;::: ;:,,.:;,:: v U SUCHPOSITION AS TO BE »::>:;::;>:;>.;:::;: : ;iii: BRID61N6 TO J015T OE-NAILED SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN •:• : ... ::.:..... :....... . (TOE-NAILED)) 2-8d 2-I Od EACH END PROPERTY. M TH STREET OR ROAD FRONTING THE :..::..:..:.. ;; ;••::;; •:::;:; •; •::;• ..:; JU PLAINLY VISIBLE AND LEGIBLE FROM E BLOCKING TO JOIST (TOE-NAILED) - - -��; -1 .................... .: 2 8d 2 I Od EACH END 'Q - J W D IN ACCORDANCE WITH SECTION 11 V/ INSTALLS :.:::::::.::.:....:::•::::::•:::.. AIRWAYS SHALL BE R3 1 .ST S 1J-. 3 crl L L BLOCKING TO - d I- 51 OR - LL TOP P - LATE OE NAI ED L 6 4: 3 1 d 4 Ibd G K EA H B OG AN SECTION 11. .6. L BE PROVIDED IN ACCORDANCE WITH S AND HANDRAILS SHALL R3 5 LEDGER STRIP TO BEAM GAGE-NAILED) 3-I6d 4-I6d EAGH J015T ;,r ';[�C. LU J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST 4. APPLY JAMB STRIPS 5. APPLY HEAD STRIP 6. FOLD VAPOR BARRIER WIND UPLIFT DE51CcN OOOVERHEAD DSTRIPP AN BAND JOIST TO J015T (END-NAILED) 3-I6d 4-I6d PER J015T TAPE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 5_16d PER FOOT S I WOOD FRAME CONSTRUCTION MANUAL HOUSE WRfi�P INSTA�LL�TION DETAIL FOR ONE&TWO FAMILY DWELLINGS(2015 EDITION) ROOF SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION STRUCTURAL PANELS 8d IOd 6" EDGE / 6" FIELD -TABLE3•2A C &ABLE ENDWALL RAKE 8d IOd 4" EDGE / 4„ FIELD -SECTION 3.2..2.2.3 WALL ASSEMBLY TO FOUNDATION -TABLE 3.4B • -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY DIA60NAL BOARD SHEATHING -TABLE 3.4,3.411 -SECTION 3.2.3.1 HOLDDOWNS I"Xb" Or I'X8" 2-8d 2-I0d PER SUPPORT -TABLE 3.17F TABLE R301.2.1.2 Ob FRE-MLLM -SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE HINDON JAMB HOLE 1"XIO" or WIDER 3-8d 3-I0d PER SUPPORT -TABLE 3.7 FOR WOOD STRUCTURAL PANELS a,b,c -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY FASTS SPAGINS WX CEILING SHEATHING -TABLE 3.4,3.4B FASTENER i'LYWOOD PALL. -SECTION 3.2.5.1 RIDGE STRAPS TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN &Y'P UM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD -TABLE 3.6,3.6A <4 FEET _ <6 FEET _ <8 FEET 2f'#6 - TYPICAL PIZ[_-DILLI=n 11OL11 LOCATION WALL SHEATHING WOOD 16" 120 4' TABLE 3.413 SCREWSpER y,�NDpyy STRUCTURAL PANELS 8d IOd b" EDGE / 6" FIELD UPLIFT STRAP CONNECTION REQUIREMENTS 2f'#8 " FIBERBOARD PANELS (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) SCREWS 16 I6 12 X Ede - 3" EDGE / 6" FIELD (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm,1 POUND-0.454 kg, � 8de - 3" EDGE / 6" FIELD LY � TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL 1 MILE PER HOUR=.44M/Sp 6Yi'�.�IJM WALLBOARD 5d COOLERS 5d COOLERS '1" EDGE / 10" FI W FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) a.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH 2 HARDBOARD 8d 8d b" EDGE / 12" FIELD' I Q W - TABLE 3.48 SHEAR WALLS RESISTING UPLIFT AND AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. 3PARTICLEBOARD PANELS 8d 8d SEE MANUFAGTU 0 a SHEAR b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL j 0 PINE ALTERNATIVE TO TABLE 3.4) PANEL. 0. DIA60NAL BOARD SHEATHING V W p/ 1OOYR WIND SPEED 3 SECOND 6UST t 110 115 120 130 140 150 ib0 no I80 145 c.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL I"xb" or I Na" 2-8d 2-IOd PER SUPPORT u W BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM WOOD STRUCTURAL_PANEL SHEAR WALL TOP AND BOTTOM PANE ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. " z N Z REQUIRL3�NT5 NAILING REQUIREMENTS UM xl0 a or WIDER 3-8d 3-IOd PER SUPPORT ROWS NAIL MAXIMt ROOF SPAN CAL VI N PO\V PAN EL FLOOR SHEATHING U 5HFATNIN6 TNIGKNE55 SHEAR WALL NAILING NAILS SPACING Ix r- =3 (IN) STRUCTURAL PANELS 1/16'0513 OR 15/32 8d COMMON NAILS o 4" 14 3 3b 32 24 12 - - - - - - TABLE R301.7 TABLE R301.5 1" OR LESS 8d IOd b" EDGE / 12" FIELDN ~ W ~ PLYWOOD NTH 5PEGIE5 PANEL EDGE 5PAGING 6 36 32 24 12 - - - - - - ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY GREATER THAN I lod Ibd 6" EDGE / 6" FIELD � N � OF PLE5 HAVING 6> AND 12'FIELD 0.49 5PACIN6 4 36 36 36 36 36 32 28 20 I6 12 STRUCTURAL MEMBER' DISTUBUTED LIVE LOADS DIAGONAL BOARD SHEATHING 3 361 3b 36 1 36 35 3b 1 36 55 1 32 1 24 ALLOWABLE (IN POUNDS PER SQUIRE FOOT) Ix6" " or I"x8" 6 36 - DEFLECTION 111 STRUCTURAL MEMBER 2-8d 2-IOd PER SUPPORT 1/16'05B OR 15/32 8d COMMON NAILS• 6' 14 4 3b 32 24 12 - - - - - - PLYWOOD WITH SPECIES PANEL EDGE SPACINGATTICS WITH LIMITED 5TORA 20 0 3 36 36 36 36 28 20 Ib 12 - - RAFTERS HAVING SLOPES GREATER THAN 3/12 USE LIVE LOAD I"xl0" or WIDER 3-8d 3-IOd PER SUPPORT OF PLIES HAYING 6>_ AND 12'FIELDQ b 36 36 3b 3b 28 20 lb 12 - - WITH NO FINISHED CEILING ATTACHED TO L/180 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE.IF WALL V 0.44 AND INIS 121 2' 14 36 36 1 36 36 36 36 36 32 24. 20 RAFTERS ATTICS WITHOUT 5TORA6t 10 SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING 3 35 36 36 36 36 3b 36 36 36 32 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITHOUT STORA6E WITH STAIRS 30 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, a0 _ _ _ _ _ _ _ _ _ SHALL BE USED TO MAINTAIN THE LOAD PATH. MAP c^� i 0) 4 6 FLOORS AND PLASTERED CEILINGS L/360 EXTERIOR BALCONIES AND DECKS 40 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED FIN �L f`�K r � •° 15/32 05B OR IOd COMMON NAILS 0 1 4. 36 36 28 20 12 - - - - - TO BE REDUCED TO 1-16d NAIL PER FOOT. �/ a PLYYJOOD WITH b'PANL 1�6E 3 36 36 3f� 36 24 20 Ib 12 - ALL OTHER STRUCTURAL MEMBERS L/No FIRE ESCAPES '� 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL � L D i Z8A SPECIES OF PLIES SPACING AND 121b 36 56 3b 36 3b 24 20 Ib 12 - GUARDRAILS AND HANDRAIL5 200 REQUIREMENTS. IE IE HAVING%0.49 FIELD SPACING 25 EXTERIOR WALLS WITH PLASTER OR STUCCO S E' ,y I S 10 IN "� -7 A:� 0 4 36 36 36 36 36 36 36 136 32 24 H/360 FINISH GUARDRAILS IN-FILL GOMPONL�NTS 50 3 36 36 36 36 36 36 36 36 1 36 36 1 TABLE R402.2 DA T F- `-n a / c 1 1 ; m EXTERIOR WALLS-WIND LOADS WITA BRITTLE PASSENGER VEHICLE 6AR�6E5 5d' MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE E 2 I.SE AWG/ANSI SPECIAL OB16N PROVISIONS FOR WIND AND SEISMIC(50PW5)FOR PROPER V S16N AND FINISHES L/240 ROOMS OTHER THAN 5L.EEPIN6 ROOMS 40 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Fc)Q DETAILING OF WOOD STRUCTURAL PANELS USWTO IZE515T COMBINED SHEAR AND UPLIFT FROM WIND SLEEPING ROOMS 30 TYPE OR LOCATIONS OF 2.WHERE FRAMING HAS A SPECIFIC,6RAVITY OF 0.49 OR 6REATER TABULATED MAXIMUM ROOF SPANS SHALL EXTERIOR WALLS-WIND LOADS WITA FLEXIBLE L/120 CONCRETE CONSTRUCTION WEATHERING POTENTIAL' Date Revision/Issue BE PERMITTED To 13E MULTIPLIED BY IAB,BUT IN No CASE SHALL THEYFINISHES STAIRS 4Cf'EXCEED A SPAN OF 3bFT. l�J [� 3.TABULATED VALUES FOR PLYWOOD A99M PLYWOOD WITH A SPEGIE5 OF PLIES MMN6 A SPECIFIC � NEGLIGIBLE MODERATE SEVERE FM 6RAYITY OF OA9 OR 6RFATEP,FOR PLYWOOD WITH OTHER 5P5GE5,MULTIPLY THE MAXIMUM TABULATED ROOF NOTE:L-SPAN LENGTH,H-SPAN HEIGHT TO Tri sorb N.YS.CODE SPAN5 BY 0.40 BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE 2,500 2,500 2,500` 4.WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND BOTTOM t!1 a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7ITNUS THE COMPONENT NOT EXPOSED TO THE WEATHER AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIlKIT'S HEREIN. PLATE BY I I/2'AND A SINGLE ROW OF FASTENERS SHALL 13E PLACED 3/4'FROM THE PANEL EDGE. Z b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 2,500 2,500 2,500 5.WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MBAR OF THE DOUBLE TOP PLATE AND BOTTOM PLATE BY 1 1/24.ROW5 OF FASTENERS SHALL BE I/2'APART WITH A MINIMUM EDGE 015TANCE OF 1/20.EACH ROW FOR ALU I SHALL HAVE NAILS AT SPECIFIC SPACING. O G FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF EXCEPT GARAGE FLOOR SLABS (V SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS Drawn By: SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR AND OTHER VERTICAL CONCRETE WORK EXPOSED TO 2,500 3 SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO POO 3AOOd 0 CARZBONA RO COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/l2o WEATHER PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE do Project# TABLE R3o1.2(1) WEATHER,AND GARAGE FLOOR SLABS � 2,500 3,000 3,500 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MMXVI 11-10 F_ WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD FOR SI:i POUND PER SQUARE INCH-6,895 kPa GROUND SEISMIC WINTER AIR Scale if WIND-BORN ORN UNDERLAY- FLOOD A.AT ZS DAYS PSI. 1u SNOW SPEED OPOGRAPHIC DESIGN DESIGN FROST LINE MENT HANDS FREEZING B.SEE TABLE R9o1.2(1)FOR WEATHERING POTENTIAL }� -t LOAD (MPH) EFFECTS DEBRIS CATEGORY WEATHERING DEPTH TERMITE 'TEMP REQUIRED INDEX C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN AS NO L ZONE ACCORDANCE WITH D.CONCRETE SHALLBE E FOOTNOTE ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 MILE BOF 3 FT. MODERATE SEE CALL PLANS7 PERCENT. 20 psf 130VULT NO FROM C SEVERE YES EXAMINERS 599 E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. Date COAST&FI BFC, TO HEAVY BELOW OFFICE JUNE 10, 2018 Sheet# G� /yV. .ff•,wq� c1 NAILING AND STRAPPING I HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H.GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) NOTE: (SEE FLOOR PLANS FOR LOCATIONS) TABLES 3.2B,3.2C,3.3A RIDGE TABLE 3.17E NOTE: ALL STRAPPING A CS LENT- CS20(BE 1 1X (COILED STRAP)GAUGE STEEL OR BOARD TYPICAL TYPICAL 'SIMPSON'EQUIVALENT ROOF FOR WIND SPEED d)SECOND FLOOR ATTACHMENT nrTABLE R301.2(1)SHT.N-1, SPACING CORNERS ALL COIL STRAPPING TO HAVE MINIMUM 12"BEARING ON WALL STUDS(ALL ROOF (REQUIRED FOR ALL NEW CONSTRUCTION STRAPPING SHALL BE INSTALLED AS PER MANUR SPECIFICATIONS) RAFITRAND SECOND FLOOR ADDITIONS) 3'-0" O.G. (130 MPH) 6" MIN. V i ALL STRAPPING TO BE SPACED AT 16"O.C. 00 -1 ALL TABLES REFER TO 2015 W.F.C.M. 2'-6" O.G. 140 MP 12" MAX. Q V N (L COLLAR TIE @ 32" O.C.MAX O O Q 6 V U L_————— in WHEN RIDGE IS STRAPPED. Z V Ul AT RAFTER TO RIDGE CONNECTION C.T.@16" O.C.WHEN NO �'SIMPSONHDQ8 SDS3 OR �' 1L FOR RIDGE STRAP- 4-8d COMMON NAILS OR STRAPPING IS USED. SIMPSON PHD6-SDS3 LU 4-10d BOX NAILS IN EA. 2-16d COMMON END OF STRAP.-TABLE 3.6A NAILS @ 6 O.C.FOR z F- Q FULL LENGTH OF PLAN --I FOR ALT. COLLAR TIE- 4--10d COMMON NAILS OR ROOF BLOCK STUD 4-12d BOX NAILS IN EA. RAFTER ® ENDWALL END.-TABLE 3.6A J 3"SQ x 5/16"WASHERS NOTE: —————— &END NUT SETUP COORDINATE w/TABLE 3.4B SHT.N-1 CEILING FOR ALL STRAP CONNECTION REQUIREMENTS JOIST DOUBLE SILL PLATE ON COPPER TERMITE SHIELD "SIMPSON"HDQQ8•SDS3 OR w/SILL INSULATION AT RAFTER TO TOP PLATE "SIMPSON"PHD6-SDS3 '•' ° • Z E TO STUD CONNECTION z 5/8"DIA.ANCHOR ;. ' = W N co to 1-1/4"x20 GA. BOLTS(TYP.) Z to M r FOR STRAP- (SEE TABLE 3AB SHT.N-1) STL.STRAP OR cV e. Q 1^' CR 'n Q AT EACH END OF STRAP "SIMPSON"CS-20 FIRST FLOOR ATTACHMENT POURED CONCRETE ;; ALL STRAPPING,ANCHORS,HOLD DOWNS,& FOUNDATION WALL ' ^¢ qj ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION :•° •Q }� ,� �f FOR ALTERNATE- 14-lod NAILS AT EA.STRAP, MANUFACTURES SPECIFICATIONS. AND FIRST FLOOR ADDITIONS) ° Q Z N "� N c� F s "SIMPSON"MTS 12 AS PER MANUF'RS REQ'TS. (TWO STRAPS TOTAL) lU lu (MEETS OR EXCEEDS UPLIFT 'TS OF TABLE 3.4) SECTION � ' 3:REQ Z "SIMPSON"HDQ8-SDS3 NOTE: r;'.`"' y LU .. .. NOTE: cy (2-STY.STRUCTURES)OR 1.) USE 5/8"DIA.ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO ��� _.j J FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR SIMPSON PHD6SDS3 2-16d COMMON CONCRETE W/3 S UARE x 5/16 WASHERS AND END NUT SETUP. Q �"1 r to 1J l 'Q JOIST TO HEADER CONNECTIONS PROVIDE"SIMPSON" SHOE PL. (i-STY. STRUCTURES ONLY) NAILS @ 6"O.C.FOR 2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED v✓ �,� �\�f,F�'L` c11 ~ �- "LSSU210"ADJUSTABLE HANGER. SUBFLR FULL LENGTH OF B f HOLD DOWNS FOR SHEARWALLS. *''r\ Uu BLOCKING STUD `� �`" t RIMJOIST FLOOR 3•)ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO i '' X AT STUD TO FLOOR ASSEMBLY J JOIST @ ENDWALL N 1z MAXIMUM FROM ENDS AND CORNERS. V TO STUD CONNECTION (ONLY APPLICABLE FOR TWO-STORY TOP PL. CONFIGURATIONS) N a SPLICING OF TOP PLATE FOR STRAP- (SEE TABLED FHT.N-1) "SIMPSON" z (RE UIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITION AT EACH END OF STRAP Q / S) MTS 16TABLE 3.21 p' - 7/8"DIA.THREADED ROD EMBEDDED 121/2"INTO FOR ALTERNATE- 14-1©d NAILS AT EA.STRAP, CONCRETE W/ 'SIMPSON'ET(HIGH STRENGTH EPDXY "SIMPSON"MTS 16 AS PER MANUPRS REQTS. ADHESIVE)&FOR TEMPERATURES(O DEG.TO 40 DEG F) TOP PLATE SPLICE TOP PLATE SPLICE (TWO STRAPS TOTAL) USE 'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE) (MEETS OR EXCEEDS UPLIFT 1-1/4"x20 GA REQUIREMENTS REQUIREMENTS REQ"TS OF TABLE 3.4) STL.STRAP OR ONE STORY SLAB-ON-GRADE ALL OTHER CASES "SIMPSON"CS-20 FOR SECOND- STRAPPING TO OVERLAP = Z Building Minimum Splice Building Minimum Splice FLR.ADDITIONS FIRST&SECOND FLOOR Dimension(ft.) Length(ft.) Dimension(ft.) Length(ft.) I STUDS BY MIN. 12" SHOE PL. DOUBLE PORTAL FRAME SUBFLR. FIGURE R602.10.6.2 ("LE 121-011 3'-0" 121-011 2'-0" NOTE: (TPORTAL FRA WO BRACED WALL PANELS) 16'-C" 4'-0" 161-011 3'-0" ALL CLIPS &STRAPS CAN BE MOUNTED RIM JOIST FLOOR EXTENT OF HEADER 201-011 5'-0" 201-011 4'-O" FROM EITHER ALL EXTERIOR OR ALL JOIST INTERIOR,BUT NOT A COMBINATION OF BOTH. 241-011 6'-0" 241-011 4'-0" INPORTAL FRA SILL PL. (ONE BRACED WALL) 281-G 71-011 281-011 51-0r AT STUD TO FLOOR ASSEMBLY EXTENT OF HEADER321-011 8'-O" 32'-o" 6'-0" W TO SILL PLATE CONNECTION m a ...... FOR STRAP- (SEE TABLE 3.4B SHT.N-1) 401-011, , r a• •••••• 111-01 401-011 61-011 W AT EACH END OF STRAP 6' TO 18' N (� I• TYPICAL PORTAL FRAME CONSTRUCTIO 501-011 13'-0" 50'-0" 10'-0" -1 0 ° FASTEN TOP PLATE HEADER WITH TWO .00 ROWS OF 16D SINKER NAILS A 3"O.C.TYP. FOR A PANEL SPLICE(IF NEEDED)PANEL 60'-G" 16'-0" 601-011 12'-0" � W }- EDGES SHALL BE BLOCKED,AND OCCUR l �� �� la l 1000LB STRAP OPPOSITE SHEATHING WITHIN 24. OF MID-HEIGHT.ONE ROW OF 701-011 Iq-0 701-011 14-0 Q � � lu 1-1/4"x20 GA. FASTEN SHEATHING TO HEADER W/8D TYPICAL SHEATHING-TO-FRAMING NAILING �� n �- 80 -G 221-011 801-011 I6-0 y ��•, z STL.STRAP OR - COMMON OR GALVANIZED BOX NAILS IN 3" IS REQUIRED. IF 2X4 BLOCKING IS USED,THE Q IL' "SIMPSON"CS-20 - Z_ GRID PATTERN AS SHOWN AND 3"O.C.IN 2X4'S MUST BE NAILED TOGETHER WITH 3 TOP PLATE SPLICE LENGTH U _ ALL FRAMING STUDS,BLOCKING,AND 16D SINKERS AT STUD TO FLOOR ASSEMBLY 1.)TABULATED SPLICE LENGTHS ASSUME TOP PLAT&TO- TO SILL PLATE CONNECTION SILLS)— MIN DOUBLE 2X4 POST , (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) IN 2X4 FRAMING TOP PLATE CONNECTION USING HE AILSNAILPACING PER FOOT, � 3/8"MIN THICKNESS WOOD STRUCTURAL MIN 1000LB TIE DOWN DEVICE FOR ALL SHORTER REDUCED IN ORDER TO PPROVIDEA N G -1) . '•;' ., ;: �. ,••• ••,: ' PANEL SHEATHING EQUIVALENT NUMBER OF NAILS. z FOR STRAP- (SEE TABLE 3.4B SHT.N N AT EACH END OF STRAP •' .:. : ' •' SEE SECTION R602.10.6.2 2.)TABULATED SPLICE LENGTHS ASSUME A BUILDING f •' 4 •' i i LOCATED IN EXPOSURE B OR C. e • 3.)TOP PLATES SHALL BE A MINIMUM OF S'T'UD GRADE MATERIAL. •a MIN 42=0 III;vOWN VE VIGi! (emiswvw INTO G04G7E7E AW NAII.ESV INTO FRAMING) E: END VIEW SECTION NAILING & STRAPPING AT TYP.PROVIDE RAFTER TO � KING ATTACHMENT WHEN a FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS ALIGNED OR RAFTERS AND LYWOOD LENGTH 'L' DIAPHRAGM BRACING STUYS BEARING �� (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) KINGS TO PLATES RATIO LIMITS IH/L S 3 I/2 Z (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE % `I Y SECTION 3.3.5&3.5.5 � � � I . TYP. PROVIDE RAFTER TO = 3 NAILING SCHEDULEV : (2015 W.F.C.M.) "CRIPPLE"CONNECTION PLYWOOD NOT SHOWN o a ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H2A OR EQUAL OR STRAP FOR CLARITY RIDGE DETAIL @LEFT Notation = SOLID BLOCKING @ SEAMS Date Revision I Issue Rough A B C D � BLOCKING 2 BAYS O WALL SHEATHING TO BE NAILED pening _ BACK a 48" oz. DOUBLE 2x MIN. 2'-0" (1) 2x4 I 1 I NAILING AS PER . i FOR HEADER OR BEAM TABLE 3.4B SHT.N-i ATTIC AS PER TABLE 3.1 SHT.N-i,2015 IW ROD REQUIRED 4-0�� (1) 2X4 2 2 2 I I I I W.F.C.M. FOR STUT�z AT EA. END OF STRAP THREADED ROD 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 c PLYWOOD SHEATHING 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 FOR NUMBER OF 8D COMMON NAILS @ 6" I I 10'-0" (2) 2x6 4 5 5 JACK STUDS REFER I I I I O.C.EDGE&FIELD. Drawn By: 12'-0" (2) 2X6 5 6 6 B A TO FLOOR PLANS G GARBONAi?O HOLD DOWN DETAILS FIRST 4 SECOND FL. Notations: roject# CN�7V COUPLER NUT THIS SHEET ������ � A MIN.EDGE DISTANCE A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO A MMX/111-10 ' AS PER MANUR DOORS) M.STRAPPING REVIEWED BY Z13 1 B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF D NAILING AS PER NOTE: SEE DECISION # caie HEADER TABLE 3.4B SHT.N-1 BLOCKING 2 BAYS -+�- 1.SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR P AS NDTED BACK ® 48" oz. a; .$ C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT AT EA.END OF STRAP SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED A��D� '� I — MIN.END DISTANCE KING STUD TO END OF HEADER AT EACH SIDE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. ate WHEN AN EXCEPTION: AS PER MANLTF. 3.REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOADPAFLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE NOTE: pq .TUNE 10, 2018 ENDWALL OR DIAPHRAGM BLOCKING IS NOTQ N A HIP ROOF IDIS USED,ADDITIONAL ROOF HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 1 1/4"X20 GAUGE SHEARWALL SEG. DETAIL (TYP) JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT STEEL OR'SIMPSON'EQUIVALENT Sheet# APPLY TO DOORS) CS20(COILED STRAP) RESIDENTIAL ENERGY EFFICIENCY NOTES: EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: WALL LEGEND CHAPTER 4 OF THE 2017 INTERNATIONAL ENERGY SECTION R310 OF THE 2017 N.Y.S. CODE CONSERVATION CODE 8310.1= EMERGENCY ESCAPE AND RESCUE OPENING - v�R- `Y EXISTING WALLS TO BE REMOVED •:, . �r R4012: COMPLIANCE. REQUIRED.BASEMENTS, HABITABLE ATTICS AND EVERY 0 ------------------------------ r--------- -----------I = PROJECTS SHALL COMPLY WITH SECTION 8405 AND THE PROVISIONS OF SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE � -, �P SECTIONS R4ol THROUGH 8404 LABELED `MANDATORY1. OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. 1 I _ EXISTING WDOD FRAME WALLS TO REMAIN ro-T roe roe roe ro-1 ro-1 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL I L J L J L J J L J L J R402A AIR LEAKAGE . OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR EXI5TIN6 10'xlo'CONCRETE PIER, I THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS COURT THAT OPENS TO A PUBLIC, WAY. - 36'BCW 6RADE i R402.4.1 THROUGH R402.4.4. R310.2: EMERGENCY E50APE AND RESCUE OPENINGS EXISTING FOUNDATION WALLS TO REMAIN SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN TH15 1 AT LEAST ONE SHALL BE PROVIDED FOR EACH SEPARATE SECTION. NEJM WOOD FRAME WALL CONSTRUCTION z I I HEATING AND COOLING SYSTEM. 8310.2.1: MINIMUM OPENING AREA. L Q J I I 8403.12: HEAT PUNK'SUPPLEMENTARY HEAT. EMERGENCY E50APE AND RESCUE OPENIN66 SHALL NEW FOUNDATION WALLS Q U �- IL>- HAVE A NET G1J=AR OPENING OF NOT LESS THAN 5.? -J 9 X Z lU I i = HEATRMBVI SUPPLEMENTARYELEGTRIDG 8E5ISD PREVENT SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS O �LU t V N � REQUIRED BY TH15 SECTION SHALL BE OBTAINED BY THE } U LU SUPPLBMEM'AL HEAT OPERATION WHEN THE HEAT PIMP COMPRESSOR - m I I Q f NORMAL OPERATION OF THE EMERGENCY ESCAPE AND - NEW WALL ABOVE --1= �- I �p CAN M�THE � 'LOAD. RESCUE OPENING FROM THE INSIDE. THE NET CLEAR Z 840z I I 35.1= HEIGHT OPENING SHALL BE NOT LE55 THAN 24 INCHES HEATED WATER CIRCULATION AND TEMPERATURE � � H Q j AND THE NET CLEAR WIDTH SHALL BE NOT LE55 THAN 20 �- I HEAMAITS CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE INCHES. DESIGN LOADS -- WITH 5EGTION I R4035.1.1. HEAT TRACE TEMPERATURE MAINTENANCE I 8310.2.2 WINDOW SILL HEIGHT. I I SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION WARE A WINDOW 15 PROVIDED AS THE EMERGENCY ROOF LOAD LIVE LOAD = 20 LB/5F. ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL DEAD LOAD = 151-156f. I I 84035.12. AUTOMATIC CONTROLS, NTRO S SHA SETI<a0R5 AND PUN'S HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE TOTAL LOAD = 35 LB/5F. I I SHALL BE ACCESSIBLE MANUAL CONTROLS SHALL BE FLOOR, WHERE THE SILL HEIGHT 15 BELOW GRADE, IT I I READILY AGGE55113LE SHALL BE PROVIDED WITH A WINDOW WELL IN CEILING LOAD LIVE LOAD = 20 LB/SF. Q R40553: HOT WATER PIPE INSULATION. ACCORDANCE WITH SECTION R310.2.3. DEAD LOAD = 10 LB/5F. ■ r HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM THERMAL 8310.2.3: WINDOW WELL5. TOTAL LOAD = 30 LB/'SF. 0i RE515TANGE OF R-3. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE m !Ll N - - - - I R403A SNOW AND ICE MELTING SYSTEM I CONTROLS. NOT LE55 THAN Q SQUARE FEET, WITH A HORIZONTAL FLOOR LOAD LIVE LOAD = 40 LB/5F. SNOW AND ICE MELTING SYSTEM SUPPLIED THROUGH ENERGY PROJECTION AND WIDTH OF (SLEEPING AREAS) DEAD LOAD = 10 LBJSF. NOT LESS THAN 36 INCHES. I THE AREA OF THE WINDOW WELL SHALL ALLOW THE ' J ^ W M m TRY WASH SERVICE TO THE BUILDING SHALL INGLIUDEE AUTOMATIC CONTROLS I CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS EMERGENCY ESCAPE AND RESCUE OPENING TO BE TOTAL LOAD = 50 L136f. a/ q I I I I) ( TEMPERATURE 15 ABOVE 50T,AND NO PRECIPITATION 15 FALLING AND FI'u-Y OPENED. m Q Z N N N z I AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFf R310.2.3.1. LADDER AND STEPS. FLOOR LOAD LIVE LOAD = 40 LB/5F. to LLL l^ 'N WHEN THE OUTDOOR TEMPERATURE 15 A130VE 40'. DEAD LOAD = 10 LB/I ,.., _ LU I I I THE LADDER OR STEPS REQUIRED BY TH15 SECTION, I SHALL BE PERMITTED TO ENCROACH NOT MORE TOTAL LOAD = 50 LB/5F. �- 8404.1: LIGHTING EQUIPMENT. 1 I � � } �• U I I I EXI5TIN6 R-111 BNOT t�THAN N 15�OF THE LAMPS IN PERMANENTLY INSTALLED ATT INSULATION IN I THAN 6 INCHES INTO THE REQUIRED DIMEN510N5 OF THE � FLOOR CAVITY I WINDOW WELL.WINDOW WELLS WITH A VERTICAL DEPTH o I LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT 'J) GREATER THAN 44 INCHES SHALL BE EQUIPPED WI THE A SMOKE ALARMS NOTES: �1 I I I II I LE55 THAN l5%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES PERMANENTLY AFFIXED LADDER OR STEPS USABLE 6) )( CLL v, ® r T -r -r I SHALL CONTAIN ONLY H1614-B�IGAGY LAMPS. WITH THE WINDOW IN THE FULLY OPENED POSITION. SECTION 8314 OF THE 2017 N.Y.S. CODE I I I I I I I IS I I I LADDERS OR STEPS REQUIRED BY THIS 5EGTION SHALL R314.1: GENERAL. Q N I I _ 8402.45= RECESSED LIGHTING. ��� EX15TIN6 5TEEL LALLY COLUMNS 1 EXISTING I ! RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE SHALL NOT BE REQUIRED WITH SECTIONS R311.t AND 8311.8. SMOKE ALARMS SHALL COMPLY WITH NFPA 12 AND SECTION R314. I I f I I I I I I ( 15LAE3 ON GRADE I m LADDERS OR RUN65 SHALL HAVE AN INSIDE WIDTH OF 8314.1.1: LISTINGS. - - - - EXI5TIN6 61RDER - - - -_o-L L. - - - - - - I N N BE SEALED TO LIMIT AIR LEAKAGE BETWEEN GONDINTIONED AND NOT LESS THAN 12 INCHES, SHALL PROJECT NOT LE55 SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL I lAC01rDITIONED SPACES.ALL RECD LUMINAIRES SHALL BE THAN 3 INCHES FROM THE WALL AND SHALL BE SPACED 211. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS I I I II I IG-RATED AND LABELED A5 HAVING AN AIR LEAKAGE RATE NOT MORE EXIST 2x8 FLOOR JOISTS_., I NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND U_2034. THAN 2A GFM WEN TESTED IN ACCORDANCE WITH ASTM E 283 AT fir,;e e Ib O.G.TO REMAIN THE FULL HEIGHT OF THE WINDOW I WELL. 83143: LOCATIONS. E55ED A 151 PSF PRESSURE DIFFERIENIIAL ALL REGLUMINAIRES SHALL SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS DETERMINED EXISTING 2x10 LEDGER BOLTED TO BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND N z EXISTING UNFINISHED FIX EXI5TIN5 RIM J015T TO REMAIN I THE INTERIOR WALL OR CEILING COVERING. PURSUANT TO SECTION 83143. I VENT NOTES: CHAPTER 31 OF THE 2017 N.Y.S. CODE BASEMENTEXISTING J015T HAN6ER5 P3101.1: 6ENERAL II THIS GHAPTER SHALL 6oVERN THE SELEGTION AND . REQUIREMENTS FOR ROOF COVERING NOTES: INSTALLATION OF PIPING, TUBING AND FITTINGS FOR EXI5TIN6 8'BLOGK INFILL,FILLED I VENT SYSTEMS. THIS CHAPTER SHALL CONTROL THE 50LID w/MORTAR ON&'P.C. ( SECTION R905 OF THE 2017 N.Y.S. CODE MINIMUM DIAMETER OF VENT PIPES, CIRCUIT VENTS, CARBON MONOXIDE DETECTION SYSTEMS NOTES: FOUNDATION WALL.PINNED TO I R805.1: ROOF COVERING APPLICATION. BRANCH VENTS AND INDIVIDUAL VENTS, AND THE SIZE SECTION 915 OF THE 2017 N.Y.S. COD E I I I I EXIST WITH 5/8 ANGHOR BOLTS I ROOF GOVERINGS SHALL BE APPLIED IN AGGORDANGE WITH THE AND L.EN6TH OF VENTS AND VARIOUS ASPECTS OF VENT L_ 036'OL.MAX' I APPLIGABLE PROVISIONS OF THIS 5EGTION AND THE MANUFACTURERS STACKS AND STACK VENTS. ADDITIONALLY, TH15 415.1: GENERAL. INSTALLATION INSTRUGTION5. UNLESS OTHERW15E SPECIFIED IN THIS CHAPTER REGULATES VENT GRADES AND CONNECTIONS, CARBON MONOXIDE ALARMS AND CARBON MOINOXIDE DETECTORS I I EXI5TI%GOWRETE FOUNDATION SEGTIOR ROOF COVMN65 SHALL BE INSTALLED TO RE515T THE HEIGHT ABOVE FIXTURES AND RELIEF VENTS FOR SHALL BE INSTALLED IN BUILDINGS AS REQUIRED IN ACCORDANGE WITH 1 - WALL5 AND FOOTIN65 TO REMAIN - - � � 2'x6"P.T.SILL PLATE WITH SILL ■_ G�'�T AND CLADDIIJ61-OARS SPECIFIED IN TABLE 83012(2), STACKS AND FIXTURE TRAPS, AND THE VENTING OF SECTION 8152. AND IN ACCORDANCE WITH THE PROVISIONS OF NFPA 120. L SEALER,AND COPPER TERMITE ' ADJUSTED FOR HE16HT AND EXPOSURE IN ACCORDANCE WITH SUMPS AND SEWERS. 81523: REQUIRED LOCATIONS. 5HIELD. TABLE 83012(3). CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE PROVIDED IN Rgo5.l2= TGE BARRIERS. P31032: FROST CLOSURE. THE LOCATIONS DETERMINED PURSUANT TO 5EGT10N g1523.. WHERE THE cI15% VALUE FOR OUTSIDE Di-516N I 1 I I I IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING TEMPERATURE 15 O°F OR I E55, VENT EX i EN51ON5 �EXI5TIN6 MASONRY STEPS TO ALONG THE EAVES G46INS A BACK-W OF WATER AS OB16NATED IN THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 GON5TRUGTION DRAWIN65 NOTE: 6RADE TABLE R301Z),AN IGE BARRIER SHALL BE INSTALLED FOR ASPHALT INCHES IN DIAMETER. ANY INCREASE IN THE 51ZE OF THE THE W � VENT SHALL BE MADE NOT LE55 THAN I FOOT IN51DE THE CONSTRUCTION DRAWINGS SHALL BE IN COMPLIANCE 6b SHINGLES,METAL ROOF 5HINSLES,MINERk-SURFAGED ROLL ROOFING, THERMAL ENVELOPE OF THE BUILDING. SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES. IN ACCORDANCE WITH SECTION Ri03 WITH THE 2017 Z - INTERNATIONAL ENERGY CONSERVATION AND OF THE �---------� THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF 2017 N.Y.S. CODE. `.-------- UNDERLAYMENT T06ETHER,OR A 5ELF-ADHERING 0 POLYMER-MODIFIED BITLM SHEET SH/W-BE USED IN PLACE°F NORMAL UNDERLAYMINT AND EXTEND FROM THE LOWEST ED6E5 OF 2015 IEGG GODS NOTES: Q W O ALL ROOF SURFACES To A POINT NOT LE55 THAN 24 INSIDE THE : EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL I. PROVIDE PROGRAMMABLE THERMOSTATS TO CONTROL HEATING AND COOLING ON A DAILY SCHEDULE IN MANUFACTURERS MANUALS NOTE: o OC 3: H1 ACCORDANCE ION WITH 8-403.1.1 MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR °5 Z � 44'-5" 12'-0" TO OR GREATER THAN 6 UNITS VERTICALLY AND 12 UNITS HORIZONTALLY,THE TGE BARRIER SHALL ALSO BE APPLIED NOT LESS 2. INSULATION FOR SUPPLY DUCTS IN ATTICS SHALL BEA EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTIVE THAN 36' ALONG THE ROOF SLOPE FROM THE HAVE E06E OF MINIMUM OF R-8. ALL OTHER DUCTS OUTSIDE THE Z 0 Y THE BUILDING, MAINTENANCE. REQUIRED REGULAR MAINTENANCE Q 0 THERMAL SAL ENVELOPE SHALL BE R-6 A5 PER SECTION ACTIONS SHALL BE CLEARLY STATED AND -J r' � EXCEPTION. 3. ALL DUGT5, AIR HANDL ER5, FILTER BOXES SHALL BE INCORPORATED EO NA READILY THE TIC1J= SSIBLE PUBLICATION O a - I~- DETAFLOOR ED AREA. RY STRUGT11Rl=S NOT CONTAINING CONDITIONED SEALED PER R-403.3.2. JOINTS AND SEAMS SHALL NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL 11-- 'Q COMPLY WITH M-1601.4.4 FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT < C IN ACCORDANCE WITH SECTION R3053 WITH THE 2017 Z GAS DRIPS AND SLOPPED PIPING NOTES: LIGHTING & VENT NOTE: INTERNATIONAL ENERGY CONSERVATION AND OF THE X I STI 1�CFOUNDATION PLAN, SECTION G2419 OF THE 2017 N.Y.S. CODE 2017 N.Y.S. CODE. O AS PER THE 2011 N.Y.5. CODE SECTION 303, ALL 62418.1= SLOPES. HOUSE TRAP NOTE: „ RESIDENTIAL ENERGY EFFICIENCY NOTES: HABITABLE ROOMS SHALL BE PROVIDED WITH A MIN. OF SCALE: 1/4 =1 -O CHAPTER 5 OF THE 2017 INTERNATIONAL ENERGY PIPING FOR OTHERTHAN DRY GAS CONDITIONS SHALL BE SLOPED 4% NATURAL OR MECHANICAL AAP NOT LE95 THAN V4' IN 15 FEET TO PREVENT TRAPS. VENTILATION 4 A MIN. OF 5% NATURAL OR ARTIFICIAL P3201.4: BUILDING TRAPS. CONSERVATION CODE LIGHT. AS PER THIS 5EL11ON IF BUILDING TRAPS ARE REMOVED,NEW 0 EDB BA 8501.1= SCOPE. 624182: DRIPS. eE PROHIBITED y WHERE NET 6A5 EXISTS,A DRIP SHELL 13E I S I O N #E PROVIDED AT ANY POINT ` THE PROVISIONS OF TH15 CHAPTER SHALL CONTROL.THE ALTERATION, IN THE LINE OF PIPE WHERE CONDENSATE COULD GOLLEGT. A DRIP COMPLIANCE WITH APPENDIX J OF THE 2017 N YS U C S: ,e 1 l REPAR,ADDITION AND OW6E OF OCCUPANCY OF EXISTING BUILDIN65 AND SHALL AL.5AND 0 BE PROVIDED AT THE OU`ft-ET OF THE METER SHALL CLOTHES DRYER EXHAUST NOTES: t2 a STRUCTURES. 13E INSTALLED 50 A5 To CONSTITUTE A TRAP WHEREIN AN THIS PROJECT SHALL BE IN COMPLIANSE WITH SECTION AJ304 A5 TH15 IS05 ACCUMULATION OF CONDENSATE WILL SHUT OFF THE FLOW OF DEEMED To BE A LEVEL 2 ALTERATION. SECTION M 1502 OF THE 2017 N.Y.S. CODE m 501.1.1= ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL, GAS BEFORE THE CONDENSATE WILL RUN BACK INTO THE METER. MI502.1= GENERAL. m Z ADDITIONS,ALTERATIONS,OR REPARS TO AN EXISTING BUILDING,BUILDING GLOTHI1, DRYERS SHALL BE EXIiA1STED IN ACCORDANCE WITH z SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTIONS R502,8503 624143: LOCATION OF GRIPS. 3 m OR 504. UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING DRIPS SHALL BE PROVIDED WITH READY ACCESS TO PERMIT GLEANING THE MANUFACTURERS INSTRUCTIONS AND IN PURSUANT WITH THIS :a o SUPPLY5Y5TEM SHALL.NOT BE REQUIRED TO COMPLY WITH TH15 CODE OR EMPTYING. A DRIP SHALL NOT BE L.OGATED WHERE THE EXTERIOR DECKS NOTES: SECTION. o a` CONDENSATE 15 SUBJECT TO FIZZING. SECTION R507 OF THE 2017 N.Y.S. CODE R501.1: EXISTING BUILDINGS. M15023: DUCT TERMINATION. Date Revision/Issue EXCEPT AS SPEGIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED THE 624RA SEDIMENT TRAP. R507•1: DECKS. FXHA05T DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. REGIUIRE THE REMOVAL,ALTERATION OR ABANDON-ENT T OF,NOR PREVENT WHERE A SEDIMENT TRAP 15 NOT INCORPORATED AS PART OF THE WOOD FRAMED DECKS SHALL BE IN ACCORDANCE WITH TH15 SECTION EXHAUST DUST TERMINATIONS SHALL BE IN ACCORDANCE WITH THE THE CONTINUED USE AND MAINTENANCE OF,AN EXISTING BUILDING OR APPLIANCE,A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OR SECTION R301 FOR MATERIALS AND GONDITION5 NOT PRESCRIBED DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS. IF THE BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE SAME TIME OF ADOPTION OF THE APPLIANCE SHUT OFF VALVE AS CLOSE To THE INLET OF THE HEREIN. WHERE SUPPORTED BY ATTAGHt W TO AN EXTERIOR WALL, MANUFACTURERS INSTRUCTIONS DO NOT SPECIFY A TERMINATION OF THIS CODE. APPLIANCE AS PRACTICAL. THE SEDIMENT TRAP SHALL 13E EITHER A DECKS SHALL 13E POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE LOCATION,THE EXHAUST DUCT SHAT TERMINATE NOT LESS THAN 3 TEE FITTING HAVING A GAPPED NIPPLE OF ANY LENGTH INSTALLED AND OB16NED FOR BOTH VERTICAL AND LATERAL LOAD5. SUCH FEET IN ANY DIREGTION FROM OPENIN66 INTO BUILDINGS. EXHAUST R503.1: GENERAL. VERTICALLY IN THE BOTTOMM05T OPENING OF THE TEE OR OTHER ATTAGRIENT SHALL NOT BE A ZOMPL15FED BY THE USE OF TOENAILS DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. ALTERATIONS TO ANY BUILDING OR STWUGTURE SHALL COMPLY WITH THE DEVICE APPROVED AS AN EFFECTIVE SEDIMENT TRAP. ILLUMINATING OR NAILS 5UI3 EGT TO WITHDRAWAL. WHERE POSITIVE CONNECTION SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. REQUIREMIENT5 OF THE CODE FOR NEW GONSTRUGTION. ALTERATIONS SHALL TO THE PRIMARY BUILDING STRUCTURE CANNOT BE VERIFIED DURING BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE 15 NO LE55 APPLIANCES,RANGES,UATHES DRYERS,DECORATIVE VENTED INSPECTION,DECKS SHALL BE SELF SUPPORTING. FOR DECKS WITH Drawn By: C 1FORMING WITH THE PROVISIONS OF TH15 CHAPTER THAN THE EXISTING �-TANGOS FOR ILLS NEED NO IN VENTED FIREPLACES,6A5 FIREPLACES CANTILEVERED FRAMING MEMBERS GONNEGTIONS TO AN EXTERIOR BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. A OUTDOOR��Nth NOT TO 13E 1>;IUIPPED. WALLS OR OTHER FRAMING MEMBERS SHALL.BE DE516NED AND MECHANICAL VENTILATION NOTE: G GARBONARO CONSTRUCTED TO RESIST UPLIFT RE LTING FROM THE FULL LIVE LOAD WHERE LOCAL EXHAUST AND NHOLE-HOUSE MEC 4ANIGAL VENTILATING Project# SPECIFIED IN TABLE R3015 ACTING ON THE CANTILEVERED PORTION 15 PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS ARCHITECTS STATEMENT I.E.C.C.2016 OF THE DECK PER MANUFACTURERS INSTALLATION IN5TRUGTIi0N5 AND AS PER MMX1/11 I-10 85012: DECK LE06M CONNECTION TO BAND J015T. SECTION M15M OF THE 20rT N.Y.S.CODE. I. TO THE BEST OF MY KNOWLEDGE, BELIEF AND DECK LEDGER GONNEGTIONS SHALL BE IN ACCORDANCE WITH THIS Scale PROFE-55IONAL JUDGEMENT THESE PLANS AND SECTION AND SECTION 8301 OF THE 201b KYS.GODE. ALTERATIONS TO EXISTING BUILDINGS NOTES: -A5 NOTED SPECIFICATIONS ARE IN COMPLIANCE WITH THE 201-1 SECTION AJ501 OF THE 2017 N.Y.S. CODE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION 85013: PLASTIC COMP051TE DECK BOARDS,STAIR TREADS,OR HANDRAILS. CODE. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS,GUARDS A.I501.1= NEWLY GON5TRUGTE0 ELEMEM. Date AND HANDRAILS SHALL COMPLY WITH THE REGIUIReem of NEWLY CONSTRUCTED ELEMEfn,COMPONENT'5 AND SYSTEMS SHALL .JUNE 10, 201E ASTM D 1032 AND THE REQUIREMENTS OF THIS SECTION. COMPLY WITH THE REMIRENENTS OF THIS CODE. REFERENCES R501A DECKING. ONS: Sheet# 1.RE51DI3`MAL BUILDING CODE FOR NEW YORK STATE. MAXIMUM ALLOWABLE SPACING FOR JOIST SUPPORTING DECKING OPENABLE WINDOWS MAY BE ADDED WITHOUT REQUIRING COMPLIANCE AM 2.WOOD FRAME C06TRUGTION MANUAL FOR ONE AND TWO FAMILY SHALL BE IN ACCORDANCE WITH TABLE R5C7.4. WOOD DECKING WITH THE L16HT AND VENTILATION REQUIREMENTS OF SECTION 8303. DWELLINGS(HIGH WIND EDITIOW SHALL 13E ATTACHED TO EACH SUPPORTING MB45ER WITH NOT LE55 NEWLY INSTALLED ELEGTRIGAL EQIAPMENT SHALL COMPLY WITH THE THAN(2)8d THREADED NAILS OR q2)NO.8 WOOD SCREWS. REQUIREMENTS OF SECTION AJ5015. ELECTRICAL LEGEND WALL LEGEND DI qp DUPLEX OUTLET FASTIN6 WALLS TO BE REMOVED C > 03 GROUND FAULT INTERRUPT EXISTINGWOOD FRAME WALLS TO REMAIN M-11 - EXISTINGFOWATION WALLS TO REMAIN L= IL=1 CEILING MOUNTED L16K TEXI5T (2)2xI0 NITH 3/4' d) PLYHOOI%D 03OLTED TWZV6F0 HALL MOUNTED L169 NEW WOOD FRAME WALL CONSTRUCTION - 2 (L EX15TIVo 3'5TEEL LALLY COLUMN (L ON IO"xIO'GONCRETE PIER,36' -j < BELOW GRADE 0 mr.IE55ED LILIGHTNEW FMWAT30H WALLS x z N 1111 a LU r E715T r E T15 T r EX15T r ET15T > d) LU - -F 5L 5L 94OKE DETELTOR NEW WALL ABOVE 4 q EX15TINC2 COVERED 1 5L 5L PATIO 1 . d) F-1 I I CARBON MONOXIDE DETECTOR - j F- -4 L-U TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS E*IAUST FAN VENT TO EXTERIOR• (IN PONDS PER SQUARE FOOT) EXISTING 2xI0 LEP6ER BOLTED TO EX15T EXTERIOR WALL TO REMAIN SWITCH USE LIVE LOAD 3-WAY 5WITC44 UNINHABITABLE ATTICS WITHOUT STORAGE b bg 10 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 A HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 EX15T EX15T EX15T EXIST 02XI0 HDR EX15T 2'-0" xl'-2" AN67 4p CABLE JACK BALCONIES(EXTERIOR)AND DECKS 40 d mr tu C-4 fA 'EXIST NEW 606b 5L 6LA55 DOOR REPLACED EXIST z to EXIST TWIN DH WINDOW 11 5T(2)2X&HOF. FIRE ESCAPES 110 q t- 6) rJ TE11PHONE JAGK (P GUARD AND HANDRAILS I D f "tt EXIST GUARD IN-FILL COMPONENTS 50 0 Z C4 A CN -j EXIST L� CEILING FAN d) EX15TIVo EXHAUST PASSENGER VEHICLES GARAGES 50 BATH F-EX15-F-IN-6-1 FAN VENTED TO Cq ROOMS OTHER THAN SLEEPING ROOMS 40 BEDROOM iKITGHEN EXTERIOR-------- x FEX-15-Tj Ltj LUBATH SLEEPING ROOMS 30 cc L L -J EXISTING x DINING ROOM EXIST I EX15T STAIRS 40 EXIST cq ej) LU JUL ------------------ EAST (2)2X8 FOR SUB-NOTES REFER TO THE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R507.8 DECK POST HEIGHT -7 jT- 5r* 7 Lr� �-65T] /ST 27 g EXIST. X65TIL LIN __ff7 DECK POST SIZE MAXIMUM HEIGHT GLo TF--- a1701 L-��01 C, :z (-,N N r� EXIST 2x6 CEILING JOISTS 44" 81 6XI5T EXIST 0 1600L.TO REMAIN 46" 8f SIN, . . . . . . . . SI:I FUU I'=304.8 MM 6-x6- 141 a. D TO THE UNDERSIDE OF THE BEAM EXISTING EX15TIN6 EX 5T EEXISTINGEXISTINGM.E.P. GENERAL NOTES x BEDROOM BEDROOMC,Io EX15TIN6 LBEDROOM I.THE EXISTINC7PLUMBING,HEATING AND ELELTRZAL SYSTEMS MEET OR LIVING ROOM FORMER 6ARA6E LIGHT & VENT CALCULATIONS EXCEED THE MINIMUM REGIIJIREMENTS OF THE NE31 YORK STATE BUILDIN6 CODE,AND ARE GAPABLE OF SUPPORTING THE ADDITIONAL LOADS FROM REQUIRED PROVIDED THE NEW GONSTFX110K Q EXIST 02XI0 HDR SPACE AREA 6% LIGHT 4% VENT LIGHT VENT J J* J* NEVI EEDROOM 165 15.04 652 20.46 14.52 EX15TINC7(2) 3'-0" 0'-6" D.H. MECHANICAL NOTES 7 U I.ALL MECHANICAL WORK SHAW_CONFORM TO THE MECHANICAL CODE AND THE FUEL CODE OF THE STATE OF NEW YORK AND THE EXIST EXIST EXIST PZMIREMEM OF ALL LOGAL 11UNI(IPALITIESs. Uj A 2.WAG GONTRALTOR TO SHALL COMDINATE ALL DUCTWORK, C,EILINr7MALL RE615TERS IN AC4,OPDA%E MTN THE WORK OF THE (P OTHER TRADES SHOWN ON THESE DRAWINGS. z 5.WAG GONTRACTOR TO VERIFY THE LOCATION AM SIZE OF ALL < LU EXISTIN6 DUCTWORK AND RE615TER5 PRIOR TO BEISININ6 OF CL q 6ON5TRLIGTION. 0 U) OCL0 )- 0 W < ELECTRICAL NOTES -j U- rUJ 0 0 Z I.ALL ELWTRIGAL WORK SHALL CONFORM TO THE BUILDIN6 CODE z 0 441-511 121-011 2X6 PLUMBING WALL OF THE STATE OF NEW YORK GRAFTER 27,THE NATIONAL 81:(TPJC 0 Z 0 < EXPANDING FOAM CME AND THE NEW YORK BOARD OF UNDERMTERS UJI T- p .561-511 5EALANT 2.6ROU0 FAULT INTERR)PTER 01)TO 13E INSTALLED AT V) < > 5/4" T4 C-7GDX PLYWOOD LOGATION5 AS SPECIFIED BY COVE. 2 FLOOR SHEATHING 3.CONTRAGTOR TO VERIFY LOGATION AND SIIZE OF ALL EXISTING < z UTILITIES PRIOR TO BWININC7 OF CON5TFJZTI0K j 0 FIRST FLOORPLAN, 0 U0 V)LU (DOUBLE) FLOOR J015T PLUMBING NOTES A5 NOTED ON PLANS U- C/) PLUMBING PIPES I.ALL PLUMEIIN6 WORK SHALL CONFORM TO THE PLUMBING CODE AND W THE FUEL GODE OF THE STATE NEW YOM NO EN 3W CONSERVATION U- GORE AND ALL REQUIREMENTS OF LOCAL MUNICIPALITIES. 2.ALL DRAINAGE 4 VENT PIPING SHALL COMPLY NTH ALL LOCAL 2Q= FLOM J012M BUILDIN6 GORES.DOMEST11r,WATER PIPING SHALL BE TYPE L' AT MAMINS WALLS C40PPEP,TYPE K'WHEN BELOW 6RADE.VRAINIA61E,WASTE 4 VENT ABOVE GRADE SHALL BE SCHEDULE 40 P VL.OR 61;ZEATER. M 3.ALL FIXTURES To OOMPLY WITH NEW YORK(STATE DrEL. < REQUIREMENTS FOR CERTIFIED HATER SAVIN5 PLUMI3IN6 FIXTURES. ad 4.PLUMBING CONTRACTOR 5HALL COORDINATE ALL PIPING,FIXTURE E LOGA11ONS,AND EQUIPMENT IN AGOORDANCE WITH THE WORK OF THE z OTHER TRADES SHOWN ON THESE DRAHIN65. S 1 m, MIN (DIKING 5TUD EACH 51DE TABLE P3201.7. CL MIN (2) JACK STUDS EACH SIDE THING A5 ROOF ASSEMBLY EXTERIOR SHEAASSEMBLYSIZE OF TRAPS FOR PLUMBING FIXTURES TRAPSIZE ion/issue 5PEGIFIED ON PLANS A5 NOTED ON PLUMBING FIXTURE MINIMUM FZ E D b PLAN5 (INCHES) U5E(4) 2"X4' HOOD 5TU05 TO I" VERTICAL R1610 64-MAINTAIN EQUAL VEN PROVIDE SOLID OUTSIDE CORNER(5) IN5ULATION CUT TO FITS AIRSPACE BATHTUB(WITH OR WITHOUT SHOWER HEM AND/ORED /2;.L x�x x x x x x x x xxyy--xxxxxxx BETWEEN EACH ROOF WHIRLPOOL ATTACHMENTS) -I" R1610 IN5ULATION CUT ELECTRICAL WIRE -PLUMBIN6 PIPE ATTACH HOLDOOM TO STUDS WITH RAFTER. FOAM SEAL TO FIT BETWEEN EACH 5CREN5/FA5TENER5 PROVIDED BY BOTH 5IM5 4 JOINTS BIDET 1-1/4 ROOF RAFTER FOAM r- Drawn By: VARIES THE MANUFACTURER WITH FOAM T SEAL BOTH 51DE5 WITH r CLOTHES WASHER PIPE 2 FOAM SEALANT DOUBLE TOP PLATE DOUBLE TOP PLATE 0 CARSONARO 5IMP50N HR -50525 HOLDDOWN CONNECTOR PER PLAN15 PER PLANSDISHWASHER(ON SEPARATE TRAP) 1-1/2 ROVIDE 5/5NDIA THREADED ROE). ATTACH TO CEILING A55EMLY A5 -HOOD 5TUD WALL -HOOD STUD WALL FLOOR DRAIN 2 Project# 5TUD5 WITH 5CREN5 A5 PER MANUF. NOTED ON PLANS PER PLANS PER PLANS CONTINUOU5 BEAD OF EXPANDINGFOAM EXPANDINGFOAM KITCHEN SINK 90NE OR TWO TRAPS,WITH OR WITHOUT 1-1/2 PLAN �����rALL HOLDDONN 5IMP50N HI?U5-5052.5 5EALANT. 5EALANT SEALANT DISHWASHER AND FOOD WASTE DISPOSER HOLDPONN CONNECTOR SOFFIT A55EMBL A5/ : Scale PROVIDE 50'01A THREADED NOTED ON PLAN EXTERIOR HALL LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1-1/2 -A5 NOTEDFOR OFENINO ROD A55EMBLY A5 L NOTED ON PLANS LAVATORY 1-1/4 Date NI .. OR OREATER SHOWER(BASED ON THE TOTAL ROW RATE JUNE 10, 2015 THROUGH SHOWERHEADS AND BODY SPRAYS) SCALE: 1.1/2"=P-0 ROW RATE: ATTIC C&M Sheet# 5.7 GPM AND LESS 1-1/2 TOP EL&MMLEMCAL Wm& TOP M,&MM.Umim W& MORE THAN 5.7GPM UP 12.3 GPM 2 RPM% DETAIL I SCAM L4101W WALE L4"s1W SCAM.IA'wlw MORE THAN 12.3 GPM UPTO TO 25.8 GPM 3 OOPOER HOLDOM SCALE: 1-1/2"=I'-O" MORE THAN 25.8 GPM UP TO 55.6 GPM 4 FOR SI:I INCH=25A MM ........... VALLEY CENTERLINE �G� * _•.t \ NO FA5TENER5 WITHIN 6" OF GENTERLINE � DI INSULATION VALUES CAVITY GONTINUOUS :a ,r DPU SEE WALL5 R- Q�V �Qu <r. ° v"•w 15 3.0 EXTRA FASTENER IN ND OF SH IN6 E RIDGE HEIGHT N-2 GEI IN6(FLAT) R-30 ,. I,.. ., �EXTEND 5HIN6 E T LEAST 12N BEYOND C •, 9: o'• tU J _ - VALLEY G IN ,.- E ALL ENTERL � - - d R 21 � GEILIN6 CATHEDRAL o' C CLIPPED CORNER SET IN ROOF GEMENT b r FLOORS R-Iq - rY � s H .v: 0 P• CARRY UNDERLAYMENT AGR IST G ROOF ASSEMB Y 055 VALLEY b EX IN L -- -- ASPHALT ROOF SHINGLES ON CENTER FULL WIDTH ROLL OF WEATHER WATCH -- -— o WATERPROOF UNDE A FELT OVER I GDX RL YMENT OR MINIMUM EXISTING COLLAR TIES 30# F L /2 55 MINERALIZED ROH ROOFI N ATNING 0 REMAIN RAL LL NG I V PLYWOODSHE T ALLEY TO REMAIN o ° o ° .�: _ UNDERLAYMENT ATTIC EXISTING VENTED O (Lao N SEE / I REMANASSEMBLY TO ° Q IL U1}- N-2 -- --- ° J -q X z U U13 PLATE HEIGHT Q �!t! l !ll N U f— LU — — — — — EXISTING SKYLIGWT SEE } _ f EXISTING 2x6 GEILIN6 N-2 Q _ }- JO15T5 ® I6 O.G. TO :: I-6 SHINGLES TRIMMED 2"BACK FROM z a Z REMAIN VALLEY CENTERLINE � IF- J EX15TEXI5TIN6 ROOF u1 BEDROOM EXI5TING EXIST GYP5UM WALL BATH BOARD THROUGHOUT TO A55EMBLY TO REMAIN EXISTING HEADER � �� •� REMAIN EX15TINO 2x10 LEDGER TO REMAIN Q X15TIN6 INTERIOR BOLTED TO EX15T / PARTITIONS TO REMAIN ERRX��T[4*MMERIOR WALL TO I I v�; �; , 2-01a ER6 EXTERIOR I I WALL ASSEMBLY TO I I CLOSED OUT �r a EXISTING 3/4" PLYWOOD I I %.; NiP,C,, f,Rr O�:a�ct• I c. 5UBFLOOR TO REMAIN REMAIN I EXISTING 2x8 FLOOR I I VALLE"ilir 00�l5TRUGT I Oil °C SEE JOISTS ® I6"O G. TO EXISTING BRICK PAVER I lU N cA REMAIN PATIO TO REMAIN i I N.T.S. 0 Z n1 U SUBFLOOR HEIGHT N-2 j/_ I I Q / EXI5TING SILL PLATE LALLY COLUMN EX15TIN6 3" ONoil. � s Im trF Q A55EMBLY TO REMAIN 10'x10' GONGRETE PIER, I I Q N �¢ N / REMAIN INSULATION TO 36" BELOW GRADE SHINGLE RIDGE GAP06 a -� APPRO L EXISTING CONCRETE GOR-A-VENT ROOF SHINGLES V-300 RIDGE VENT ' J j `� U EXI5TIN6 CONCRETE FOON65 REMAINDATION HALL N I I BUILDING FELT W rQ • GARAGE SLAB TO I I ,� x `1 REMAIN ROOF 5HEATHIN5 � N W 'Q • • • •: L J ROOF RAFTERS lU �M V+ GR05s SECT I Oil A-A, SCALE: 3/8"=P-0" RIDGE BEAM 1 oh, GOR-A-VEIN \/-300 DETAIL. SCALE: 1.1/2"=I'-oil EXI5TI%ROOF A55EMBLY TO REMAIN W N u m EX15TING VENTED SOFFIT z ASSEMBLY TO REMAIN Q Q low- EXISTING SKYLIGHT 0 O 3: LU ■ � EXISTING EXTERIOR WALL `�� ------ � � }- Z A55EMBLY TO REMAIN �` EXISTING ROOF ASSEMBLY v> TO REMAIN Z EX15T XIST EX15T EX15T GAI35 EXISTING HEADER O LO 0 TO REMAIN Q Q > 1^ t w z a EXIST EXISTING STAIR TO EXI5TIN6 3'STEEL LALLY W GRADE TO REMAIN GOLUMN ON 10'x10'CONCRETE PIER,36"BELOW GRADE w EXISTING BRICK N PAVER PATIO TO REMAIN EXI5TIN6 STAIR TO GRADE TO REMAIN REAR ELEVATION. R15HT S ELEVATION N m SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" a (13 .1s m z c � F -MAP IN m RE ``'' a EXISTING ROOF REVI1 � R o /� ASSEMBLY TO REMAIN SEE C i S ON `7a,3� EXISTING VENTED SOFFIT ASSEMBLY TO REMAIN EXISTING SKYL16HT EXISTING EXTERIOR WALL / Drawn By: EXISTING ROOF ASSEMBLY ASSEMBLY TO RBViAI ��� G GARBONARO TO REMAIN � EXISTING HEADER EX15T EX15T EXIST EXIST EX15T EXIST EXIST EXIST Project# TO REMAIN j EXI5TING 3'STEEL LALLY ,\ EExi. mm)'M I I-10 COLUMN ON 10'x10'CONCRETE ` PIER,36'BELOW 6RADE EXISTING STAIR TO � REMAIN Scale EXISTING B6RADE RICK A5 NOTED PAVER PATIO TO REMAIN Date JUNE 10, 2018 Sheet# LEFT 51DE ELEVATION FRONT ELEVATION N"ll SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" COUNTY OF SUFFOLK RECENE0 5Jt .�,a vv�ely. OCT 12 Z018 L O �•�„� ��� ZONING BOARD OF APPEALS (�5 la ITV(l Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of . Economic Development and Planning Theresa Ward Division of Planning Deputy County Executive and Commissioner and Environment October 12,2018 Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the.Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination.-should not be construed as either an approval or disapproval. Applicant Municipal File Number Magg, Roberta&Thomas #7236SE Hound Lane, LLC #7237 Stavridis, Barbara&Jack #7238 Crom, Steven #7240 Very truly yours, Sarah Lansdale Director of Planning Theodore R. Klein Principal Planner TRK/cd H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100 0 HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 .i `-7)38 I FORM NO. 3 RECEIVED g TOWN OF SOUTHOLD SEP 2.0 2018 BUILDING DEPARTMENT ZONING BOARD OF APPEALS SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 25, 2018 TO: Charles J. Brudi (Stavridis) 30 Bethesda Lane Sayville,NY 11782 Please take notice that your application dated July 18, 2018: For permit to legalize "as built" addition and alterations to existing single-family dwelling at: Location of property: 170 Ruth Road, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 5 Lot 35 Is returned herewith and disapproved on the following grounds: The as built construction, on this nonconforming 12,500 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet. The survey notes a rear yard setback of 32.2 feet. 1h AuthorizedkSg e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. RECEIVED 7p a g SEP 2 Q 2018 Fee:$ Filed By: Assignment No. MUNING R, ARD OF APPEALS APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE NOHouse No. Street 46 RA7_HamJetW:ff11[�U SCTM 1000 Section]a BlockLot(s) (/ Lot Size I Z W Zone '4 0 I(WE)AP-PIRAL H WRITTEN DETERMINATION OF THE BUILD rE O DATED BASED ON SURVEY/SITE PLAN DATED I70 Owner(s): I Mailing Address: �� 17 G �I(�1� I l U P7 Telephoner ax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: p Name of Representative: for Owner Other: i! 17 Address:� ^ 11 J TelephoneaI44 Fax: 3 ' 4 �® Emait: O&VW 0' Please check to specify who you I correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), Authorized Representative, ( ) Other Name/Address.below: WHEREAW UDLINE LGdDATED DENIED AN APPLICATION DATED °•FOR: uilding Permit ( )'Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicat Article,Section,Subsection of Zoning Ordinanceb q ers.Do not quote the code.) Article: Section: if®- �� Subsection: Type of A peal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( ) has, Whas not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner- ZBA File# ,;; RECEIVED -739 Name of Owner. i 17 ZBA File# S E P 2 0 2018 REASONS FOR APPEAL (Please be specific, additional sheets may be used with F&r BOARD OFAPPEALS signature notarized). 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: -400X - . 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to 1 pursue,+ er_ an av-l�,�tce,0%rpse.���/ 3.The amount of relief requested is not substantial because: rl� — 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the WborhVod,or district beca e: 5.Has the alleged difficulty been s f create +Yes, or { } No Why: A 1:H ----- - Are there any Covenants or Restrictions concerning this land? No { } Yes(please furnish a copy) ��l f•�> This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Signature of App cant or Authorized Agent M" (Agent must submit written Authorization from Owner) Sw�-n to before me thisday of 20�� Notary Public } CAROL A REIDY Notary Public, State of New York Registration#01 RE6345419 Qualified In Suffolk County Commission Expires July 25, 2020 'L APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: Date Prepared:I. For Demolition of Existing Building Areas V RECENED Please describe areas being removed: OA a M8 SEP ZONING O APPEA II. New Construction Areas (New Dwelling or New Additions tensi Dimensions of first floor extension: , Dimensions of new second floor: Dimensions of floor above second level: / Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed? If yes,please provide hei t ove ground) measured from natural existing grade to first floor: III. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: / ;NMIloo s and General haracte 'stics F ter do s: � 'x Number of Floors d Changes WIT Alter i n : , 1V. Calculations of building areas and lot coverage(from surveyor) , Existing square footage of buildings on your pr perry: - P A % `f ° Proposed increase of building covera e: Square footage of your lot: bw -01 Percentage of coverage of your lot by building area: i V. Purpose of New Construction: v� �. , ��, � --- VI. Please describe the land contours (flat,slope %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): 0 oel ef 1 1 /1 F 'I I I fil 't ofl.2 .l 't Please submit seven(7)photos,labeled to show different angles of yard areas after staking corners 1 for new construction),and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 -7a3 QUESTIONNAIRE RECEVED FOR FILING WITH YOUR ZBA APPLICATION SEP 0 2018 A. Is the subject premises listed on the real estate market for sale? ZONING 130ARD®F.APPEU Yes .� No B. Are there any proposals to change or alter land contours? XNo Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? 2.)Are those areas shown on the survey submitted with this application? 3.)Is the proulk headed between the wetlands area and the upland bui ding area? 4.)If your prop rty contains wetlands or pond areas,have contacted the Office of the Town trustees for its determination of jurisdiction? Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the'aa of proposed construction at or below five feet above mean sea level? E. Are there any patios, concrete barriers, bulkhead r ences that exist that are not shown on the survey that you are submitting?_Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?-W), If yes, please label the proximity of your lands on your survey. i I. Ple s is repjbnt use or operations conducted at this parcel r n l� the proposed use (ex.existing single family,proposed same with garage,po 1 or other) Authorized sig ture and Date J_ ` o� rs REr ETVED AGRICULTURAL DATA STATEMENT +; SEP 2 ZONING BOARD OF APPEALS ` TOWN OF SOUTHOLD ZONING BOARD OF,AppE4L$ WHEN TO USE THIS FORM. The form must be completed by the applicant for any special use permit,site plan approval, use variance, or subdivision approval on property within an agricultural district OR within S00 feet of a farm operation located in agricultural district. All applications requiring an agricultural data statement must be referred-to the Suffolk County Department of Planning in accordance with Sections 239- m and 239-n of the General Municipal Law. a 1)Name of Applicant: 2)Address of Applicant: , 3)Name of Land Owner(if othran ap li an) 4)Address of Land Owner: ' je Q T -1174 5)Descri t*on of P opo§ed P ect: { 6)Location of Property(road and:tax map number): 7 7)Is the parcel within an agricultural district? ❑No,Yes If yes,Agricultural District Number {�(�' `Za 8)Is this parcel actively farmed?>No ❑Yes 9) Name and address of any owner(s) 'of land within the agricultural district containing active farm operation(s) located 500 feet of the boundary of the proposed project. (Information may be available through the Town Assessors Office, Town Hall location765-193 )—or from any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Addres 2. 3. JR 4. 5. 6 (Please use back side of page if more than six property owners are identified.) The lot numbers may be obtained, in advance,when requested from either the Office of the Planning Board at •765-1938 or the Zoning Board of Appeals at 765-1809. LA Jk�z� Signature of Applicant Date N e: 1.The local board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation.Solicitation will be made by supplying a copy of this statement. 2.Comments returned to the local board will be taken into consideration as part of the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board tb the property owners identified above.The cost for mailing shall be paid by the applicant at the time the application is submitted for review.Failure to pay at such time means the application is not complete and cannot be acted upon by the board. 1-1409 RECEIVED 617 20 SEP 2 0 20187 Appendix B y Short Environmental Assessment Form ZONING BOARD OFAPPEA LS Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project_ Project Location(describe,and attach a location map): 1'/0 - _ =AA-7-1--v ��/�� = '_ �-� �u / Nwls� Brief Des ription qf Proposed Action: i A V 0, _V_ Name ofApplicant o Sponso : Telephone: E-Mail: G' D Address• Av _ City/PO:_ .___ . State- __- Zi C d : 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s name and permit or approval: _T-A-t-"-n-ov, WIP fMXK_ 4"'1 ­� -- - "X 3.a.Total acreage of thi site of the proposed action? s b.Total acreage to be physically disturbed? ac-ef c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 RECEIVED -t 3 9 5. Is the proposed action, SEP 2 0 2018 NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? -70NING BARD OFAPPEALS 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X" 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: H 1AA 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other watertwdies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: E 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? >NO❑YES b.Will storm water discharges be directed to established conveyance systems(Zunyffand storm drains)? , ._ If Yes,briefly describe: 'XNO❑YES 1 �Ag Page 2 of 4 18.Does the proposed action include construction or other activities that result in the rQKk'Mkdf3nt of ¢ NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: SEP 2 9 .9918 X` 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X/ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor ,Ivt�,� Date: ^ Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" • 'F;:yp a_5 Ky;-°n'N. •:�.`>_ `-r x'.tgr-',":gi"}kT.N Xro: •fi41;ts p," n.'u'•. `.t.;''a. r'T':' 36x "``' ff' > ::kr: c,:._♦i „y yr :js"M A. s•, s.: F NO Or Moderate Al i°f .Ja R:4 ix.'S.+Yt'd'p'fi; ,t,�li" Lrf +'..• ',•k";' • �> . -¢i � � small to large Swc va, %• q a L wa r w rSM:"ri,i u"'a',� 6•,t§:' .N; °.t'i°.fi" 'r,a•`+''.5k't�'�:;Y' +ih:'✓S.= ?.::„ ,� ,• ,�, r t .>..,•. lsv a• Ste':. '+�'.$.��".. _� �'J-.'S`.}':o�^y ,j''.�3r:"'•r,'> .,<':'r+.s..>.,c.tP'"-`.°r,°��`.,��'3."..•t,.y�hu��(;u.�.�..��a.. ,�. �i�c:r+;-?� +Y�� � impact impact .���'t:Y�},sn.F- � -•tit.Un•.0 1"''7y,,,-..;j%Sz:.;�fi,-' ,v.;.yhy_z^ �:,. Tvs. t..Sx''a�«,^a.iHs� a 3_ , "t` '- •?hS`r'" i ?�j.1 a.:at < .�,..1 ,�..&Y;w :% �r. �z•• u >�_. �., •.i rsS',•' ,�+'^$s`�' ry+:e i rdk� :it 4;i;.r�•v �'�� �.:.,�:F G>� s� �>�.;„' .�' �-`=��. � may may c '• > ��`r r, t o 8' a d r '.?'" yyt . rtsc ;'9,?ra[[•.,.:a;s ?.: r ;;`t` ��jr� �. u c occur occur r 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 ,i'_�,• r. J,'7. :..i sr���.3L y:i:Y�"i H,si`.ik:•y�.ef?ise"`ti•?'gy::>-'S�e�i�y § No,or Moderate - - - <,�� :'f..���:,:,,'�• 3..;,�.�.:e.:F;�:-�:-.<f.���:i=�:���:�t.�!� small to large impact impact {X ..+ y:, , - ,r,V �'�' _ •r'73'.i.n S e �Yir L"' i\.7v W ;?,t4: k •- . - , r. ;,.2�:. ttr fY' '4.`',• n�t.,�3,:f.'t``„ +M',,9}�j'•..:y Wit' J J tiTai,*`,'' x occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. _ RECEIVED W39 SEP 2 0 2018 ZONING BOARD OFAPPEALS ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or signiflcant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 s _ ' RECEIVED SEP 2 0 201-7 `� APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OFAPPEA LS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME : 1z-AWV,1VV7 )A(jV- (Idit name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) /+ Tax grievance 10 Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicanttagent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of ,20 Signature T Print Name(41 ,*CIC S i A VP_1 Q) S SEP 2 0 2098 703 APPLICANT/OWNER ��NyN�BOARD OFAP�gAL� TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the'town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME Afl6enaie,middle initial, nless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this /X6, jWy of A Signature Print Name Town of Southold SEP 2 0 2017 b LWRP CONSISTENCY ASSESSMENT FORM ZONING BOARD OFAPPE" A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# � The Application has been submitted to(check appropriate re. e): Town Board 0 Planning Dept. 0 Building Dept. Board of Trustees 0 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e•g•capital I construction,planning activity,agency regulation, land transaction) F (b) Financial assistance(e.g.grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: v, 7 ' J Location of action: to Site acreage: �. RECEIVED Present land use: — NMPWT10&Present zoning classification: F– k0--- �, _ h 202018� 2��� �via.t BOARD dFAPPE}iLS 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: L,�AG l J17 (b) Mailing address: Z MPRA NW f (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 ❑ NoX If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III–Policies; Page 2 for evaluation criteria. ❑Yes No ❑ (Not Applicable- please explain) 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 9No ❑ (Not Applicable–please explain) 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 `� 0 Yes No [d (Not Applicable—please explain) / Q 3 9 RECEIVED SEP 2 ® 2018 � 1 0ARD OFAPAEAt 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 0 (Not Applicable—please explain) Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria E Yes kNo E (Not Applicable—please explain) 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 WNo 0 (Not Applicable—please explain) 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. See Section III—Policies Pages; 34 through 38 for evaluation criteria. RECEVEU 7a3 Yes X No R (Not Applicable—please explain) SEP 2 0 201$ ZONING BOARD 0l° �— 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. 0 Yes XNo 0 (Not Applicable—please explain) 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. E Ye No 0 (Not Applicable—please explain) 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 III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑.(Not Applicable—please explain) RECEIVED JE2 0 2018 =GN� r , G BOARD APPEALS 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. 0 Yes X No Not Applicable—please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 6 for evaluation criteria. 0 Yes No 0 Not Applicable—please explain 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 X No ❑ Not Applicable—please explain (_t —7 RECMEr) SEP 2 o 2018 Board of Zoning Appeals Application ZMINO BOARD OPAPPEALS AUTHORIZATION (Where the Applicant is not the Owner) I, � � J� residing at 17a V�jn PAP (Print property owner's name) (Mailing Address)do hereby authorizeAd J. KOM YA. (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) —5,4 CE S-TA1/ f1W-S (Print Owner's Name) FORM NO. 4 7,,,,q 3 LN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT TOWN CLERICS OFFICE SEP 2,o 2018 SOUTHOLD, N. Y. ZONING BOARD OFAPPEAL$ CF-RTIFICATE OF OCCUPANCY conforms substantially to the Application for Building Permit heretofore filed in this office dated 22414 of the o0plicable provisions of the low. The occupancy for which this certificate is issued is ........ ` '~~~^'^^'^^~^~^`^~'~-'^^'~~~^'~''~'`—^`°-~~~^~~^^~~~~ . � The certificate ko issued to ...~'..^-.^_,,~-.^^^-.,,^~,._^_,~_~,._ lessee mvtenant) of '- aforesaid- �� ���� �k� 1� ����7� 1�*1�* Onmwl Man� ~~~� _,�� _~ --^ .�~~~� . . | h .......... ................................. .............~. ................... � Building Inspector � FORM NO. 4 TOWN OF SOUTHOLD ��'✓0 BUILDING DEPARTMENT RECEIVED TOWN CLERK'S OFFICE SOUTHOLD, N. v. SEP 2 ZONTIVG BOARD OFAPPEAp CERTIFICATE OF OCCUPANCY No. .. i..a�./�4........... Date ..........................I ..........29...... .. 19-64.. THIS CERTIFIES that the building located at ..N'/.S..Ruth...>toad..................................... Street Map No. ....X;KX........... Block No. .....?? .......... Lot No. ...=.......fir.UbxG.S...1q.q L.............. conforms substantially to the Application for Building Permit heretofore filed in this office dated ................................N'goVeMber.....12 19.43. pursuant to which Building Permit No. .....P-2 1 dated .............................HpVe.-xbor..12, 19...63, was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ........ .Pr1V. 4xtj0..one..f414.11V..dualng. .......................................................................................... The certificate is issued to .... tanjoy..e�:I. ` , esk:L..................................CkWI'er.......—................ (owner, lessee or tenant) of the aforesaid building. H*D. Approval May 271 1964 by R. Villa ..........1.4 Building Inspector RECEIVED ' 2t i ZONING BOARD OFAPPEAW f- 1 •K EK�•'aI 1 _ � I I rr , RECEVED ' 2 t 2018 , •D OFAPPEALS kx ,wo .r- b 1 l _� *-_ e:a:•Hill 11i - 1 ixi� i 2�3Y •DA.. i LS r• - I 11.14 SEP 2 t 2018 FAppcALS _ wLy IF ff TTTT"IIIIIIIITI III" 1W Hill Lr y.. I ,I _ I11�1111 b I a i f �. �__. - - - -u ni_....._,e.r—_. o�a/" 4 •-'-- _- , , -_Z- ..--.+ •. _ _ _ ` , TOWN OF SOIJTHOLD PROPERLY RECORD CARD OWNER STREET 1-7 ,0 VILLAGE DIST SU-B:-- LOT FORMER OWNER ( 1 NW E ACR., S W f� f , , .}t �9 TYPE OF BUILDING f 4 SEAS. VL. FARM CO M. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS r •� aC'4\rx�dF-5 - til/c. 04 - _ _ r+, !, ..� :�. - •r <, mfr.:"r-('„ � r ;.y.a:- yi' FARM Acre' Value Per va'ue ' a-b rn Acre -- - - _ - - f sc► Tillable 1 P' ' Tillable 2 TO OF q.0 I pr -. Tillable . �3 � --- -. --� �'� ,r .� Woodland Swampland FRONTAGE ON WATER00 w + Brush and FRONTAGE ON ROAD �( --"6_� 6 U r House Plot DEPTH BULKHEAD Total DOCK i 1 COLOR is �`� ,y�v'tI64... ,'✓•,/' t_; µ•, t TRIMri .<3. � .,+"�;.tr'�.r � �:'rCG?2r_: �":-•�"'..i'aL'` :�ST��M:',•'"e�e, I �^<- ... e� � www. .".�'.2=xn^<.^� '�'s•� -�? +, «mss n�-' �•:� w. � .. ,w� - '�� :.c,'"�,��� � ate .• "'' ° - / Di Foundation Bath° nette Com-�' T xtension Basement FloorsK. J :xterision Ext. Walls ' Interior Finisht�°. ,F$�'yk LR. Extension Fire Place r� Heat � f?�j Type Roof f Rooms 1st Floor BR. Recreation Room Rooms 2nd Floor ` x 'FI=N: B. porch Dormer Q. Breezeway Driveway garage- / » '� p Patio ;its O 0. B. Total ELIZABETH A. NEVILLE,MMC ®o®�uFFOL.4' ®G Town Hall,53095 Main Road TOWN CLERK y� P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER ,�i ®�. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®,l �`� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: September 24, 2018 RE: Zoning Appeal No. 7238 Transmitted herewith is Zoning Appeals No. 7238 for Jack& Barbara Stavridis: The Application to the Southold Town Zoning Board of Appeals ., Applicant's Project Description ,/ Questionnaire _,LAgricultural Data Statement _,/Short Environmental Assessment Form ,/ Applicant/Owner Transactional Disclosure Form(s) Agent/Representative Transactional Disclosure Form(s) ,/LWRP Consistency Assessment Form Notice(s) of Disapproval Board of Zoning Appeals Application Authorization Certificate(s) of Occupancy Findings, Deliberations and Determination Meeting(s) Action of the Board of Appeals Photos Correspondence- Copy of Deed(s) Building Permit(s) ,/ Property Record Card(s) Survey/Site Plan Maps- Drawings Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.) Misc. Paperwork- Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/24/18 Receipt#: 248591 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7238 $500.00 Total Paid: $500.00 Notes: Payment Type Amount Paid By CK#663 $50000 Stavridis, Jack & Barbara Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Stavridis, Jack& Barbara 12 Serina Drive Commack, NY 11725 Clerk ID: JENNIFER Internal ID.7238 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®f ® �r 53095 Main Road•P.O.Box 1179 ®� ®�® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�,e ,e Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, FEBRUARY 7, 2019 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, FEBRUARY 7, 2019: 11:00 A.M. - JACK AND BARBARA STAVRIDIS #7238 — Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's July 25, 2017 Notice of Disapproval based on an application for a permit to legalize "as built" additions and alterations to an existing single family dwelling; at: 1) less than the code required minimum rear yard setback of 35 feet, located at: 170 Ruth Road, Mattituck, NY. SCTM#1000-106-5-35. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: January 17, 2019 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ZONING BOARD OF APPEALS MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex at North Fork Bank Building, 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net January 7, 2019 Re : Town Code Chapter 55 -Public Notices for Thursday, February 7, 2019 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the'next issue of The Suffolk Times. 1) Before January 22"d: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and addresses shown on the assessment rolls maintained by the Southold Town Assessors''Office, or Real Property Office at the County Center, Riverhead. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement, or during the hearing providing the returned letter to us as soon as possible; AND not later than January 29th: Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. 'If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof-of all Notices. 2) Not Later January 30th: Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (it is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before February 5, 2019. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. 1+IuTIi. E U F HEARIi4, 0 The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road, Southold: NAME : STAVRIDIS , JACK # 7238 SCTM # : 1 000- 1 06-5 -35 VARIANCE : YARD SETBACK REQUEST: 66pS BUILT" ADDITIONS & ALTERATIONS DATE : THURS . , FEB . 71 2019 11 : OOAM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS-TOWN OF SOUTHOLD (631 ) 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS I SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of MAILINGS J%N �k��A ��r �� (Name of Applicants) SCTM Parcel# 1000- 1100'fj COUNTY OF SUFFOLK STATE OF NEW �YORK �9� residing at New York, being duly sworn, deposes and says that: I � On the ='day of) 44Y, 20 , Lpersonally mailed at the United I States Post Office in ,.New York, by CERTIFIED MAIL, RETURN RECEIPT.REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll verified from the official records on file with the W Assessors, or( ) County Real Property Office for every property which abuts a:the d is across a public or private stree or vehicular right-of-way of record, surrounding W ' ant's e ( ature) �s d` Sworn to before me this 6 day of 4e_(QW PY , 20/q NEIm Patuy obC.jX= NO.OICA61MI7 m mm g� r'? t l Public) MY cou PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you. Postal • _ i3 Q CERTIFIED �4 Er Domestic Mail Only Lr) .11ATT- TUCK L NY 1 5 A J,` �� � ' Postal - ■TIFIED o RECEIPT 43 Certified Mail Fee 7pr) M $3.45 X13 --.r Domestic Only Extra Services&Fees(check box,adda ro e)tee m Q ❑Return Receipt(hardcopy) $ d��9 ,7 r Q ❑Return Receipt(electronic) $ Ca-. 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Ln I s gO Certified Mail Fee Ln M $ m ❑Extr�earflc� f V23�L date) �� Q I Cy5 Q ❑ReturnRecelpt(electronic) $ Postmark 'cc Certified Mail Fee - Q ❑Certlfied Mall Restr ,p45ry $ H M $ SMITHTOWN f NY 11787 Q ❑Adult Signature Required $_�±dWit`_. ��8? nate Adult Signature Restricted Delivery$ $2 I r Extra Services&Fees(check box,add fee as appropriate) )ark 1 IhA A! 1'i El Receipt(harc ��4.Si $ r O Postage g ry n 0 ❑Return Receipt(electronic) $_ - Postmark 1 Ir-q $ $O.00 i Q ❑certified Mall Restricted Delivery $— n. Here - M Total Postage and Fees Q []Adult Signature nature Required $ �! $0.00 []Adult Signature Restncted Delivery$ u) IS t-3 Postage $0.00r-9Sent To Q Street and,p FO m Total Postage and Fees c yf_t.�17 City,State,Z/ Ir) Sent To ---•- ---- ......--------- Street and------o. or�o,�° Q `� ------------------ _ Ctty,State, 'U.S. Postal ServiceTm M CERTIFIED MAILP RECEIPT U.S. Postal .. ua JiRECEIPT:m ciK9 .� GII 11t OV,11' ".Domestic ri E7 -41orlij;M Ln For;oua bsite at I M Ln $ertiA ' I�Ie�� NY 11,05 ,� delivery� �information,� � � � � ��� S, IRE Extra Services&Fees(check box,add fee as appropriate) 43 Certified Mail Fee Q ❑Return Receipt(hz y4-5i $ 1:178 m $ MATTI TUC Q ❑Return Recelpt(electronic) $ $x2.75 Postmark 13 Extra Services&Fees(check box,add fee as appropriate) Q ❑Certified Mail Restricted Dellvery $ Goa— Here Q_ ❑Return Receipt(he�r�tddt��appy) $ r� Q ❑Adult Signature Required $ Q ❑ReturnReceipt(eleLYitfik -r $ POSt@aa82 ❑Adult Signature Restricted Delivery$ qtr•t"a - Q ❑Certified Mall Restricted Delivery $ $9-75 7 5 Here 13 C3Postage •VV Q []Adult Signature Required $ T00 $ $0.00 Adult Signature Restricted Delivery$ MTotal Postage and Fees rq Postage $0.00 - t)•50 Q $ ul SentTo (T') Total Postage and Fees r=1 Q --- - ------------ $ Art cri Street and p or p ox No. Sent TO 17 ---------•----- C3 --� Ctry Stafe,ZIP ��'j � Street 14 :... {� - - ate,Z + "I ra it •i c ® COMPLETE THIS SECTION. D ■ Complete Items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X 0 Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes AFI Fy If YES,enter delivery address below: [I No A � � G N fit 3. Service Type ❑Priority Mail Express® II I I I II I II I I I II II IIII I�� II ❑Adult Signature 0 Registered Mail T" ElR Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mall® Delivery 9590 9402 1363 5285 1756 42 ❑Certified Mad Restricted Delivery 0 Return Receipt for ❑Collect on Delivery Merchandise Collect on Delivery Restricted Delivery 0 Signature ConfirmationTM 2. Article Number(Transfer fromsecvice_label)—_ Insured Mail 0 Signature Confirmation 7015 3010 'a000 5385 4376 Insured Mail Restricted Delivery Restricted Delivery mover$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt bOMPLET5 THIS SECTIONON DELIVER • s 2,and 3. 7at ■ Complete Items 1, 0 Agent ■ Print your name and address on the reverse re/ 0 Addressee so that we can return the card to you. y(Pnn ed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, te,or on the front if space permits. dd ss di erent from item 1? 0Yes 1. Article Addressed to• r delivery address below: 0 No HY 3. Service Type ❑Priority Mail Express® pp ❑Adult Signature ❑Registered MaiITM II III I II I I II I III II II I III I II I I I III ❑Adult Signature Restricted Delivery ❑Registered Mad Restricted 0 Certified Mail® ❑Return Receipt for ❑Certified Mad Restricted Delivery Merchandise 9590 9402 1363 5285 1756 66 ❑Collect on Delivery ❑Signature Confirmation" 2. Article Number(lransfer_from service label)- -- ❑Collect on Delivery Restricted Delivery Ei Signature Confirmation, _ - i Insured Med Restricted Delivery 0 0 0 0 5 3 8 5 4 3 8 3 1 Insured Mad Restricted Delivery 7 015 3010 (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ® • • o • • • ■ Complete items 1,2,and 3. A. SiVnature ■ Print your name and address on the reverse X 13 Agent so that we can return the card to you. h/` � ''E Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front If space permits. 1. Article Addressed to: D. Is delivery address different from item 1? 0 Yes If YES,enter deliveryaddress below: 0 No � Gl V 3. Service Type 0 Priority Mail Express® I ❑Adult Signature ❑Registered MaIITM II I I III p I I �I I I ❑Adult Signature Restricted Delivery El Registered Mail Restricted Cl Cert :ed Mad® Delivery 9590 9402 1363 5285 1756 73 Certified Mail Restricted Delivery El Return Receipt for ElCollect on Delivery . Merchandise 7 Article Number(Transfer from service label) - ❑Collect on Delivery Restricted Delivery Signature ConfirmationTM —Insured Mail ❑Signature Confirmation 7 015 3 010 0000 5385 4390 Insured Mail Restricted Delivery Restncted Delivery (over$500) _ PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt i TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SI-M w SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of POSTING + WWA (Name of Applicants) Regarding Posting of Sign upon Applicant's Land Identified as SCTM Parcel#1000- 1®&­�_ ,� COUNTY OF SUFFOLK) STATE OF NEW YORK) VA residing at� V !� 1 New York,being duly sworn, depose and say that: On the day of , 201 , I personally placed the Town's Official Poster, with the date of hearing and nature of my application noted thereon, securely upon my property, located ten(10) feet or closer from the street or right-of- way(driveway entrance)—facing the street or facing each street or right-of-way entrance,* and that I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, which hearing date was shown to be 4 (Signature) Sworn to before me this Day of,_J_AaLA ( ,J , 201 CONNIE D. BUNCH f0lary Public,State of Now York No.01 BU6185050 Qualified in Suffolk County M c)0ornmlesion Expires April 14, (Notary Public) * near the entrance or driveway entrance of my property, as the area most visible to passerby. - -- - - -- - - - ;o-222 • • . . . ■ Complete items 1,2,and 3. A. Sig ature ■ Print your name and address on the reverse ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailp)ece, B. RecgLyv y(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from Item 1? ❑Yes If YES,enter delivery address below: ❑No C33 Q % 3. Service T e"'• rP YP .✓ ,� CfJ Priority Mail Express® BI I III II IIII IIB I I BI B II��I��I II III IB III ❑Adult Signature bted i Delivery ,�❑Registered Mail R ❑Adult Signature Restricted Delivery ❑Registered Marl Restricted ❑Certified Mad® Delivery 9590 9402 1363 5285 1756 97 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise Collect an Delivery Restricted Delivery ❑Signature Confirmation""7 015 3010- 0000 5 3 8 5 4345 I Insured Mal' El Signature Confirmation Insured Mail Restricted Delivery Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I • • • • • e DEOVERY ■ Complete items 1,2,and 3. A. Slgnat ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, B.-?6 Ive^by(Printed Name) to of Delivery or on'the front if space permits. 6 v 10O•A P, i n 1. Article Addressed to: D. Is delivery address dl event from item 1? �IjYes If YES,enter delivery address below: �]No RON�y qi V-Wwx II 111111 BIII III B I II��B II��I I BI III I II I III 3. Service Type ❑Priority Mall Express® ❑Adult Signature ❑Registered MajjTM � ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 1363 5285 1756 80 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article.Numbec_Ofansfar_from earvlrala6an _ ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation^= Insured Mad ❑Signature Confirmation 7 015 3 010 0000 5385 4352 7 Insured Mail Restricted Delivery Restricted Delivery (over$500) PS2��i_,..,�nnaee�nu��„einn_nnn_nnc� _ ___ ___ r]nmoe4n_t7nturrLRaeant_—__ • e 6mPLETE TMS,SECTIONON,DELIVERY s Complete items 1,2,and 3. A. Si ture ■ Print your name and address on the reverse ❑Agent 'so that we can return the card to you. ❑Addressee Attach this card to the back of the mailpiece, B. eived by(Printed Name) C. Dat of Delivery '< or on the front if space permits. Z 1, erticle Addressed to: D. Is delivery address different from item 1? El Yes If YES,enter delivery address below. ❑ No Nj 011"/V(7/1 PPI 3. SerVics�\Type ' ❑Priority Mail Express@ B I III it BIBI !BBBIBIIIB BI II II BI IBI BIIIB III ❑AdultSigna 1:1 Adult `lcte 11 Registered Mailrn Adult SlgnatureiF#A_s�tricted Delivery ❑Registered Mail Restricted ❑Certified MAiW Delivery 9590 9402 1363 5285 1756 59 11 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise I 1 2_ Article_Number_(Transfer from Service_labeD__--____❑Collect on Delivery Restricted Delivery ❑Signature Confirmation?""`' ❑Insured Mail ❑Signature Confirmation' 701S 3 010 0000 5385 4369 ❑Insured Mail Restricted Delivery Restricted Delivery =Mail , PS Form 3811,July 2015 PSN 7530-02-000-9053 _— -- —Domestic Return'Receipt #0002303640 s 1 STATE OF NEW YORK) �� )SS: ( �� COUNTY OF SUFFOLK) !�t Karen Kine of Mattituck,in said county,being duly sworn,says that she is Principal Clerk of THE SUFFOLK TIMES ' a weekly newspaper,published at Mattituck, in the Town of Southold,County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 01/31/2019 Principal Clerk Sworn to before me this day ofdj10� o zle, . oz"'� - CHRISTINA VOLINSKI WARY PUBLIC-STATE OF NEW YORK No,01V06105050 IN41111ed in Suffolk County bft'f 1I0tl iWIfQS FMmy 28,2020 TYPESET: Tue Jan 15 15.56:34 EST 2019 mum side yard setback of 10 feet,2)more The Board of Appeals will hear all persons or LEGAL NOTICE than the code permitted maximum lot cover- their representatives,desiring to be heard at SOUTHOLD TOWN ZONING BOARD age of 20%;located at: 1980 Sigsbee Road, each hearing,and/or desiring to submit writ- OF APPEALS Mattituck,NY.SCTM#1000-144-1-15. ten statements before the conclusion of each THURSDAY,FEBRUARY 7,2019 1:00 P.M.RENEE PONCET AND STE- hearing Each hearing will not start earlier PUBLIC HEARINGS PHEN FITZPATRICK/CGC BAY- than designated above.Files are available for NOTICE IS HEREBY GIVEN,pursuant to BERRY, LLC (CV) #7242 Request for review during regular business hours and Section 267 of the Town Law and Town Code Variances under Article IV,Section 280-18; prior to the day of the hearing.If you have Chapter 280(Zoning),Town of Southold,the and the Building Inspector's August 28,2018, questions,please contact our office at,(631) following public hearings will be held by the Notice of Disapproval based on a determina- 765-1809, or by email: kimf @ SOUTHOLD TOWN ZONING BOARD OF tion for lot recognition,at;1)at less than the southoldtownny.gov APPEALS at the Town Hall,53095 Main code required minimum lot size of 40,000 sq Dated January 17,2019 Road, Southold, New York on ft.,2)less than the code required minimum lot ZONING BOARD OF APPEALS THURSDAY,FEBRUARY 7,2019. width of 150 feet,located at:702 Wiggins LESLIE KANES WEISMAN, 10:15 A.M.-MGH ENTERPRISES INC/ Lane, (Adj. to Gull Pond Inlet) Greenport, CHAIRPERSON T MOBILE#7274-Request for a Variance NY.SCTM#1000-35-4-28.36. BY.Kim E.Fuentes under Article XIII,Section 280-56;and based 1:15 P.M -KATIE NICKOLAUS,ALEX- 54375 Main Road(Office Location) on an application for a permit to collocate a ANDRA NICKOLAS CARNICOM AND 53095 Main Road(Mailing/USPS) wireless communications facility on subject JAMIE NICKOLAUS#7241-Request for P.O.Box 1179 property at: 1) less than the code required a Variance under Article III,Section 280-15 Southold,NY 11971-0959 minimum side yard setback of 25 feet; lo- and the Building Inspector's August 20,2018 2303640 cated,at-40200 NYS Route 25,(Adj.to Gar- Notice of Disapproval based on an applica- deners Bay) Orient, NY. SCTM# tion for a permit to construct an accessory 1000-15-9-8.1. in-ground swimming pool at: 1) located in 10:30 A.M.-THOMAS AND ROBERTA other than the code required rear yard;located MAGG #7236SE -Request for a Special at:17555 Soundview Avenue,(Adj.to Long Exception under Article III, Section 280- Island Sound)Southold,NY. SCTM#1000- 13B(13).The Applicants are the owners of 51-1-2. subject property requesting authorization to 1:20 P.M. - FIRST UNIVERSALIST create an Accessory Apartment in an existing CHURCH#7123SE-Request for Special accessory structure, at, 7020 Peconic Bay Exception pursuant to Article III, Section Boulevard,(Adj.to Great Peconic Bay)Lau- 280-13 B(1)and Article VIII,Section 280-38 rel,NY.SCTM#1000-126-11-6. B(1),the applicant is requesting permission 10:45 A.M.-HOUND LANE,LLC,FISH- to construct a new house of worship building ERS ISLAND#7237-Request for Variances upon a parcel with an existing single family under Article XI,Section 280-49 and Section dwelling and a parish house, located at:. 280-50;and the Building Inspector's August 51970 Route 25,Southold,NY SCTM No. 10,2018,Amended August 22,2018 Notice 1000-63-6-6.1&1000-63-6-6.2. of Disapproval based on an application for a 1:30 P.M.-VANSTON BEAR,LLC#7243 permit to alter an existing building into a -Request for Variances under Article XXII, restaurant on the first floor and to construct a Section 280-116A; Article XXHI; Section second story addition fortwo apartmentunits; 280-123A;and the Building Inspector's Sep- at:1)the second story addition shall have less tember 20,2018,Amended October 5,2018 than the code required minimum front yard Notice of Disapproval based on an applica- setback of 100 feet;2)the second story addi- tion for a permit to demolish an existing single tion shall have more than the required mini- family dwelling and build a new single family mum 60 linear feet of frontage on one street; dwelling,construct an accessory garage/bam, 3)landscaping area measuring less than the construct an accessory in-ground swimming required 35%of subject lot,located at:Hound pool,and make alterations to an existing"car- Lane,Fishers Island,NY.SCTM#1000-12-1- riage house";at: 1) single family dwelling 71. located less than the code required 100 feet 11:00 A.M. - JACK AND BARBARA from the top of the bluff;2)the existing non STAVRIDIS#7238-Request for a Variance conforming accessory carriage house which under Article XXIII,Section 280-124 and the contains a nonconforming use is structurally Building Inspector's July 25,2017 Notice of altered or moved, unless such building is Disapproval based on an application for a changed to a conforming use;located at:5250 permit to legalize "as built" additions and Vanston Road, (Adj.to Cutchogue Harbor) alterations' to an existing single family Cutchogue,NY.SCTM#1000-111-10-14. dwelling;at: 1)less than the code required 1:45 P.M.-SOUTHOLD SUNSETS,LLC minimum rear yard setback of 35 feet,located #7103-Request for a Variance under Article at: 170 Ruth Road, Mattituck, NY XXIII,Section 280-124 and the Building In- SCTM41000-106-5-35 spector's July 31,2017 amended October 10, 11:15 A.M.-S3S LLC,MARTIN KOSM- 2017 Notice of Disapproval based on an ap- YNKA#7239-Request for Variances under plication for a permit to demolish an existing Article XV,Section 280-64 A&C,and Sec- dwelling and construct a new single family tion 280-50; and the Building Inspector's dwelling;at 1) less than the code required May 25,2018,Amended August 10,2018 and minimum front yard setback of 35 feet,lo- October 16, 2018 Notice of Disapproval cated at:4200 Kenneys Road(Adj.to Long based on an application for a permit to con- Island Sound),Southold,NY.SCTM#1000- struct buildings for a self-storage business;at: 54-4-3. 1)two buildings having less than the code 2:00 P.M.-8100 HORTONS LANE,LLC required minimum front yard setback of 100 #7214-Request for a Variance from Article feet from a right of way,located at.65 Com- III,Section 280-13 and the Building Inspec- merce Drive,Cutchogue,NY.SC-M#1000- tor's July 5, 2018 Notice of Disapproval 96-1-1.3 based on an application for a building permit 11:30 A.M.-STEVEN CROM#7240-Re- to demolish an existing single family quest for Variances under Article XXIII,Sec- dwelling and construct a new single family tion 280-124 and theBuilding Inspector's Au- dwelling,at;1)more than the code required gust 17,2018,Amended September 18,2018 maximum allowed two and one-half(2-1/2) Notice of Disapproval based on an applica- stories;located at:8100 Horton Lane,(Adj. tion for a permit to make additions and alter- to Long Island Sound),Southold,NY.SCTM ations to an existing single family dwelling ar No 1000 54-4-31. 1)located less than the code required mim- ' BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,ChairpersonC" ��0 soyo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI,YC�(I Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1509•Fax(631)765-9064 September 20, 2018 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #7238 Owner/Application : STAVRIDIS, Barbara & Jack Action Requested : Legalize "as built" addition and alterations to existing single family dwelling. Within 500 feet of: ( ) State or County Road ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land. (X) Boundary of Agricultural District ( ) Boundary of any Village or Town If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K eisman ZBAY• hai pe B { Encls.Survey : Kenneth M. Woychuk Land Surveying Dated : April 20, 2018 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0� S�UTyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes U, Town Annex/First Floor, Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIiYC�U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 February 27, 2019 Charles J. Brudi, R.A. 30 Bethesda Lane Sayville,NY 11782 Re: ZBA File# 723 8 Stavridis, 170 Ruth Road, Mattituck SCTM No. 1000-106-5-35 Dear Mr. Brudi; Transmitted for your records is a copy of the Board's February 21, 2019 Findings, deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please call the office. Sincer y, Kim E. 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