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Home My WebLink About7469 -tt�jai cow Shams �1�1it1. Vii' ,/Otv� A cvftd2lrW 1Setip" wt a_H.I f 141,01 t - CHECK BOXES AS COMPLETED ( ) Tape this form to ( ) pull ZBAcopy of Nl--- o Q. a �' ( ) Check file boxes fo .. N ( ) Assign next numbe �? outside of file foidc o (1) Date stamp entire m p W N file number X 0 0 o o o m O Hole punch entire c E + o m (before sending to X o o. � M Z � _ c ( ) Create new index c o �, 4 h o 3 _ € O Print contact info E cn oo m ( ) prepare transmitta @ 05111, - ( )Sdnd brig.inal-a-,ppli, . to-Town Clerk if k 0 ide-file ` )�Not� irS' fol, � -----------��--tip-e-to-�` ( ) Copy Coppty Tax N neighbors and AG i ( )-Malo; 7 coplies-and ( ) Do mailing-label -4 rn L ' BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��,OF so�ryol 53095 Main Road-P.O.Box 1179 h O Southold,NY 11971-09.59 Patricia Acampora � � Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. % • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento 22 on Southold,NY 11971 http://southoldtov=y.gov ZONING BOARD OF APPEALS IV ® TOWN OF SOUTHOLD C9 I2:0 1 ''1 Tel.(631)765-1809 -Fax(631)765-9064 MAR 2 4 20211e4iAtatt (2. n 'nA ��lG�x� Sou ®Id Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 18,2021 ZBA{FILE: # 7469 NAME OF APPLICANT: Samuel J. DiMeglio,Jr. .PROPERTY.LOCATION: 2280 Deep Hole Drive(Adj.to Deep Hole Creek)Mattituck,NY SCTM# 1000-123-4-6 SEM 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 January 12,2021 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 1, 2021. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this-department,as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 17,813 square foot waterfront parcel located in an R-40 Zoning District. The parcel measures 142.93 feet along the southerly property line fronting Deep Hole Creek,measures 78.00 feet along the northerly property line fronting Deep Hole Drive,measures 209.63 feet on the West side and 181.36 feet on the East side. A proposed single family dwelling with an attached garage is under construction as shown on a survey prepared by Michael K.Wicks L.L.S. last revised December 30,2020. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 17,2020,Notice of Disapproval based on an application for a permit to construct a front porch addition attached to an existing single family dwelling; at 1)located less than code the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum combined side yard setback of 25 feet; located at 2280 Deep Hole Drive,Adj to deep Hole Creek)Mattituck,NY. SCTM No. 1000-123-4-6. RELIEF REQUESTED: The applicant requests variances to construct a front porch addition to a single family dwelling currently under construction that will result in a non-conforming front yard setback of 29.7 feet where code Page 2,March 18,2021 #7469,DeMeglio SCTM No. 1000-123-4-6 requires a minimum 35 foot front yard setback and a combined side yard setback of 24.1 feet where code requires a minimum 25 foot combined side yard setback also indicated as proposed improvements depicted on survey prepared by Michael K.Wicks,L.L.S. last revised December 30, 2020. ADDITIONAL INFORMATION: Building Permit# 44423 was issued in November 18, 2019 to construct a new single-family dwelling with attached garage as applied for per Southold Town Board of Trustee, New York State Department of Conservation and Suffolk County Department of Health Services approvals. The Zoning Board of Appeals had granted area variance relief in Appeal No. 6053 for a non-conforming 35.7 feet front yard setback instead of 40 minimum feet front yard setback.However,the relief granted in Appeal No 6053 was based on the lot size of 20,561 square feet as calculated by a survey by Stanley J. Isakson L.L.S. dated April 20, 2006. The lot size as calculated by Stanley Isakson required a minimum front yard setback of 40 feet. The survey used in the current application calculates the lot size as 17,813 square feet or 2,748 square feet smaller than the April 20,2006 survey. The smaller lot size calculation allows the applicant to construct a new home 35 feet from the street which is closer to the street than the 35.7 feet granted in variance relief in Appeal No 6053 would have allowed. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 4, 2021 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 4267-b(3)(b)(1). Grant,of the variances will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family waterfront homes. No evidence was submitted that homes with non-conforming front yard setbacks are characteristic of this neighborhood. 2. Town Law 4267-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 can construct a covered porch in a code conforming location. The applicant can also build a landing and staircase which are not subject to the same setback requirements -as a covered porch. Furthermore,the proposed front porch could have been contemplated while the building plans were being reviewed by the Building Department and the ZBA, and prior to the construction of the dwelling. 3. Town Law 4267-b(3)(b)(3). The variances granting front yard setback is mathematically substantial,representing 15% relief from the code. The relief for the combined side yard setback is not mathematically substantial for the combined side yard setback representing 11 inches and 3.6%relief from the code. Such relief for an attached garage will hardly be discernable to passersby. 4. Town Law §267-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. 5. Town Law&267-b(3)(b)(Q. The difficulty has been self-created. The applicant is currently building the house as "new construction" via Building permit 44423 dated November 18, 2019. The applicant could have designed a covered porch with a conforming front yard setback in the original plans. 6.Town Law§267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,March 18,2021 #7469,DeMeglio SCTM No. 1000-123-4-6 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 Acampora, and duly carried, to GRANT the relief for a combined side yard setback of 24.1 feet, as applied for as shown on architectural drawings by Daniel Burko Design and Pacifico Engineering dated 02-27-20 Sheets Al-A9 and the survey by Michael K.Wicks L.L.S. last revised December 30,2020 SUBJECT TO THE FOLLOWING CONDITION: 1. The applicant shall submit an amended survey and architectural plans to the Board of Appeals showing the two side yard setbacks without the proposed porch addition denied herein AND DENY the front yard setback request as applied for, i, Vote of the Board: Ayes:Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /�� /2021 LOT COVERAGE INFO: SURVEY OF LOT AREA =17,813 SQ.FT. SEPTIC INFORMATION UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. ST LP DESCRIBED PROPERTY UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. BUFFER AREA =5,464 SQ.FT. A 21.5 140.5 WETLANDS AREA =3,500 SQ.FT. B 46.7 133.5 SITUATE OF UPLAND COVERAGE AT MATTITUCKTOWN OF SOUTHOLD RESIDENCE =1,920 SQ.FT. SQ.FT(2.3% (13.4%) SUFFOLK COUNTY, N.Y.' DECK =328 SQ.FT. (2.3%) UPPER DECK =256 SQ.FT. 7.) SURVEYED: FEBRUARY 21, 2018 TOTAL =2,504 SQ.FT. (17.5 ) ADD. INFO: APRIL 23, 2018 HYDRO. SURVEY: SEPT. 24, 2018 REVISED: OCT. 17, 2018 REVISED: SEPT. 17, 2019 PROPOSED HOUSE STAKED: DEC. 12', 2019 FOUNDATION LOC. JULY 23, 2020 q (�j 1J�Li p Lr FINAL: SEPTEMBER 28, 2021 p w 1Z L�' DMV W EXIST. WqTZ�N W+B�S""-lw•_.__'" INN +86 ' x +8.67' SFO 30000 � L� o L - 78.0 + ( VAI {+ CP, P. E.P. F lYV •GRAVEL P• � M ODR VElYAY PTIco tip• � � 10.0' E.P. W A 16.0 o CLEANOLR POOLS INSTALLED G.GAR. 9N 7.8' 0 12.2 c) 26.0 B 15.0 R/0 PL 2 ST 6.0.5.0' ❑a FRAME2R610ENCE o W FF EL 14.6 ❑a O��' 6.o1so' ;d. LFEL6.0 46.0' a ( 'X v \ WOOD ABOVEECK WOOD DECK , U ri� o WOOD�10E U/G PROPANE 4 O ZONE X w +4.25' a� +4.87' +3.81' 50' WADE NON-DISTURBANCE BUFFER AREA ^4 0 NOTES: .P! Z,ONR AEEL._L +3.09' w `L 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 t` � h. 2. LOT AREA =17,813 SQ.FT. (0 408 ACRE(S)) 3. THIS SURVEY WAS PREPARED USING A TRIMBLE S3 ROBOTIC TOTAL STATION. �+ W 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS _- -- '� - _..__,�18 PART OF THIS SURVEY. II FLNG #4 a FLAG 17 a --®- - - _ .FLAG �6 GL w q� 5. ELEVATIONS REFER TO NAVD 1988 DATUM, p r FLAG 5 GED BY O o +24i TION.WETLAND BOUNDARY- / CHUCK HAMILTON (AM WEBER ASSOCIATES LLC) N �f - MARCH 26, 2018 ko c o FLOOD MAP DATA: FLAG P3 +t.52 D2?iK UNE co p o MAP #: 36103CO482H N69'32'62"1I Nsszy,?ot8 �. MAP DATE: SEPT, 25, 2009 BU�HFFAp �, Fuc 2 32.32 2B4pA�t.e Elf]FLOOD ZONE: AE (EL.6) & X �g°� 6 G t A p g +4.02' o S296260 W �A N, .s, 12. 4 DEEDED PROPERTY LINE '� z AV74.36'26"W ` 19.36 N 72`10' 0'W 129.58' C ; v vi N 1 O N 01 N N b�" a FINAILIMA DEEP HpL CR��1 EVIEVI/EEp Y A W K SEE DECISION # '7 co DATED 3 / ( 9\/ Zo y u, N 0. 0 O ~ b' Q -0.33 c N Y -0.85 3 STANDARD NOTES: m 1 COPYRIGHT 2021 MICHAEL K. WICKS LAND SURVEYING 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED v LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. E SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. ••"""'"" / 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEALp Y ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINALV.. I lfJ1s } WORK AND OPINION. P\ q,��h� ' �"`e Y.'^q�','' MICHAEL K. W IcKs 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF .(•*. LAND SURVEYING ,�� . PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE r' ;e"er+ ,. •�, o ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS m LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, %v ( 15 FROWEIN ROAD - SUITE E2 O TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE 1 J,�., E LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP CENTER MORICHES, NEW YORK 11934 5 THE CERTILOCATION OF HEREIN ARE NOT TRANSFERABLE w' VOICE: 631.874.0156 - FAX: 631.909.3845 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE o NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND l WW W.Wickslandsurveying.com IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE / /t/ �i Q a IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY CF O, a , // RECORDS OF RICHARD C. DRAKE 7 THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO 'YVF ` c>LjCl/ a THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE � L A N �''-` SCALE: SURVEYED BY: DRAWN BY: SHEET: ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, 1"=XX' M.W. J.A. POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER 1 OF 1 U TYPE OF CONSTRUCTION MICHAEL K, WICKS, P.L.S. #50390 i U Q W A B q B Q 5of8 5of8 5018 5of8 Q O 16'-0" U 9'-2" 6'-10" 18'-7' 9'-2" 6'-10" fY _NEW CONTINUOUS 202(ACQ)BAND JOIST_ _ - NEW CONTINUOUS 12 ACO BAND JOIST - _ _ NEW CONTINUOUS 202( BAND JOISTI: �T 1 UNE OF DECK ABOVE - NEW CONTINUOUS 202(ACO)BAND JOIST - _ - - - - - - ALL HEADER -�- - - NEW 8`TALL HEADER NEW W TALL HEADER NEW 8'TALL HE DER I ( I I I I I I NGERS((TYPICAL) y Z Z NEW 10`x 10'COLUMNS, ATo � 1 I I I-IH L Q Q STRUCTURAL COLUMNS To BE SELECTED), INSTALLED AS PER MAN FACTURIRS of ��,.. CONCRETE PAD MIT I o LLI SPECIFICATIONS TO BEAR ON NEW m I ( I I I I I I I d•�;� F STEPS EWIDJ W 1I CONCRETE PERS BELOW(TYPICAL). �s 4s - '; 7- I V J Q s s s s $ 1 1 1 1 1 II I If- U) io 1 d RREEFFEER TO STRUCTURAL ENGINEERS `v a PROPOSED: N d a� T�� T T !�>�� 4 W 2 Tv -I N LLJ PLANS FOR ALL NEW FOUNDATION " c DECK ABOVE "_s x' I I I I I I I I ?: w. CSM o = WORK. DO NOT USE THESE PLANS o (7' 0'CLG.HT.) o o " " ^ ()Isal' ' - - Z FOR FOUNDATION REFERENCE OR - € z o CONSIRUCHIXJ PURPOSES z o z o z o :•rr'o• :+a•,rte•; •y.•• x x :.r•!•Z.: z i - z NEW M.L.LVL HDR > zSr NEW 2 x 12(ACO)LEDGER BOLTED PATH 70 <. NEW 2. VNIH ` 4b"LAG BOLTS STAGGERED EVERY 16.O.C. I x > 30`X80" •HOUR FIRE RATED W Q rRS AT All noN 5 S GF.D. STEEL SELF CLOSING DOOR. af d WITH JOIST HANGERS AT ALL CONNECTIONS g NEW CONTINUOUS 2x12 ACQ LEDCEft ,� STEPS NEW LANDING AND n _ _ _ _ _ _ z v STEPS DOWN 70 GARAGE FLOOR AS REWIRED. Imo- �;; T+ WITH SPINDLES SPACED „o t't REFER TO STRUCTURAL ENGINEERS W 36"MGH HANDRAIL N vF ~ LW CV MAXIMUM 4"APART TO CODE N N REFER TO ORIGINAL BP/FOR PLANS FOR ALL NEW FOUNDATION / w4 ORIGINAL CONSIRUCTK)N. WORK. DO NOT USE THESE PLANS NOTE. NOTIFY ARCHITECT DESIGN DO e A REFER TO ORIGINAL BP{FOR PROFESSIONAL IMMEDIATELY OF DOUBLE UP ALL TRAINING UNDER A 3'_0• (1D BE SElEC1ED) Q d 5 of 8 FOR FOUNDATION REFERENCE DR ORIGINAL CONSTRtc'n0NN NEW PARALLEL PARTInONS AND =< Q ANY DISCREPANCIES WITH THE STORAGE LOFT CONSTRUCTION PURPOSES. LOCATION OF ALL PREDETERMINED NEW MOD POSTS. 5 of 8 ^ POINT LOADS AND PROVIDE PROVIDE SOLID BLOCKING cs ABOVE 01-1 CONIINUOUS STRUCTURAL SUPPORT UNDER ALL WOOD POSTS x Y! (7-2't CEO.HT.) Z DOWN TO FOUNDATION.ANY PROVIDE CONT BLOCKING LNDER (FLAT CEILING) UNFORESEEN POINT LOADS ARE 10 LOAD BEARING WALLS <tri BE BROUGHT TO THE ATTENTION OF NEW 12 TALL HEADER FOR STORAGE LOFT THE ARCHITECT OF RECORD. ANY INCONSISTENCIES DISCOVEREDNEW 12'TALL HEADER FOR 2ND FLOOR AFTER DEMOLITION ARE TO BE ----_---------_--------_---------------- LINE OF STORAGE LOFT ABOVE ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO PROPOSED: ITECT OF RECORD AND THE LAMPS INaPERMANENTLY ARCHLS THAN 75%OF THE ARI NOTCH C RAL DOCUMENTS ARE GARAGE W NSTALLED LIGHTING FIXTURES TO BE AMENDED ACCORDINGLY. (11'-6`t CLC.HT.) v c3 SHALL BE HIGH-EFFICIENCY LAMPS (FLAT CEILING) "d NOTIFY ARCHITECT/DESIGN L N o PROFESSIONAL IM IATELY OF EXIST.AND NEW STA RS TO COMPLY NOTIFY ARCHITECT/DESIGN NEW(2)LAYERS OF 5/8'TYPE ANY DISCREPANCIES NTH THE WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF "X'SHEETROCIC ON GARAGE LOCATION OF ALL PREDETERMINED PROPOSED: STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE WALLS AND CEILING WITH JOINTS POINT LOADS AND PROVIDE UNEXCAVATED %. I R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING STAGGERED VERTICALLY.-] CONTINUOUS STRUCTURAL SUPPORT GARAGE CONCRETE SLAB ABOVE) i HANDRALS TO COMPLY WITH FOUNDATIONS,GIRDERS,COLUMNS, / N DOWN TO FOUNDATION.ANY ( FiEWEf2 UNFORESEEN POINT LOADS ARE TO R311.7.8-R311.7.84 PANGS DIRECTIONS.� FRAMING SIZE _ _ NEW 12'TALL _BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD. HVAC SYSTEM TO COMPLY WITH 2016 NYS SUPPLEMENT C-104.2.6.1 ANY INCONSISTENCIES DISCOVERED THE BUILDING THERMAL ENVELOPE R�ER TO STRUCTURAL ENGINEERS AFTER DEMOLITION ARE TO BE SHALL BE CONSTRUCTED TO LIMIT PLANS FOR ALL FOINDAlION BROUGHT TO THE ATTENTION TO AIR LEAKAGE N ACCORDANCE WI11R Wim• DO NOT USE THESE PLANS 3'_D• EXISTING MINIMUM�" THE ARCHITECT OF RECORD AND t THE REQUIREMENTS OF SECTIONS FOR FOUNDATION REFERENCE OR HOUR FIRE RATED STEEL ARCHITECTURAL DOCUMENTS ARE I N11024.1 THROUGH N11024.5 CONSTRUCTION PURPOSES SELF CLOSING DOOR. s� TO BE AMENDED ACCORDINGLY. -PROVIDE NEW LANDING AND v STEPS DOWN TO GARAGE I z W Q NOTIFY ARCHITECT/DESIGN ' ( FLOOR AS REQUIRED. PROFESSIONAL IMMEDIATELY OF I n " < Z O ANY DISCREPANCIES WITH SIZE I REMOVE EXISTING ROOF CONSTRUCTION AND - - ------- N 14- J W AND LOCATORS OF EXISTING NEW CONCRETE FOUNDATI SOFFIT AS REQUIRED TO ACCOMMODATE NEW Z o W 36"MGH HANDRAIL s- ^^ Q Z WORK.PATCH AND REPAIR WITH MATERIALS 'A WITH SPINDLES SPACED 19- I..t_ W d4IE1 FOUNDATIONS,GIRDERS COLUMNS, MATCHING EXISTING/NEW CONSTRUCTION. I 174 MAXIMUM 4`APART TO CODE I F -- . J Y REFER TO STRUCTURAL ENGINEERS POSTS,HEADERS,FRAMING SIZE PLANS FOR ALL NEW FOUNDATION AND DIRECTIONS I � I (TO BE SELECTED) I I �'.. � W Q 0 WORK. DO NOT USE THESE FLANS REFER TO OVERHEAD DOOR I NEW 10'x 10'PERMACAST STRUCTURAL COLUMNS, I I I I I z •ice„ O � � Z) FOR FOUNDATION REFERENCE OR MANUFACTURERS SPECIFICATIONS FOR ((TO BE SELECTED),INSTALLED AS PER I I LINE OF NEW EXTERIOR I I y _ CONSTRUCTION PURPOSES. NEW PAVER OOR FINISH, TO BE SELECTED) VANUFACTURERS SPECIFICATIONS TO BEAR ON NEW I I I I I O ADEQUATE CLEARANCE FOR MASONRY I ( I I WALLS ABOVE I I W OVER NEW NCRETE SLAB CONCRETE FOUNDATION BELOW(TYPICAL). O DOOR OPENING AND FOR DROP OF TOP I I L _ _ � J I •- .-J W OF NEW FOUNDATION WALL AS REQUIRED I L K _________'$_J I -_I W Q Q • , FOR NEW OVER HEAD DOOR I ILL ;:' L----------- -- -- ---------------- I II � o�o PROP SED: `� ' II SED NEw M.L.LVL HDR. 0 N �; _ _ _ U X VA - NEW CO CRETE FOUNDATION " o I 2 CLG HT r I I0, QARAGE DOOR - �j CHEEK ILLS. �E�L � L. ------ ---- C � C �_ 11' 14'-3" 1" C � u' � I � (�PAAVER FlAOft' I-- CONTRACTOR TO MINIMIZE THE MASONRY OPENING ) I C (TO BE tEC7ED) 5 of 8 DISTURBANCE OF THE EXISTING 'i r - r•r CONCRETE FOUNDATION WHILE 50 8 B'-O" N , EXCAVATING FOR NEW POURED - AT 1 CRETE PIER UNDER CONCRETE FOUNDATION.ANY CL%.UMN OR ABOVE. VISIBLE DAMAGE TO EXISTING CONCRETE FOUNDATION 12' 4' 0" 1Y BROUGHT TO THE ATTENTION OF B 70 BEA B B THE ARCHITECT OF RECORD. $ of 8 61'-8' T-6" 26'-1' 19'-7' 16'-0" FOUNDATION PLAN 1 ST FLOOR PLAN SCALE: 3/16" = 1'-0" ,— SCALE: 3/16" LW lb-Mill COMPOSI it HANDRAIL IN IN CODE,(IFR-gaTIT-) APPLICANT i` NEW kXM4 MCK -----(3)3- x —NEWdb M.L.LVL HDR. I I •_ •I DANIELBURKODESIGN LLC ------------------------- u� c� I 138 SOUTH 1ST STREET,SUITE 103 1 NEW 3/4'PLYWOOD SUB-FLOOR LINDENHURST,NY 11757y L631)402-7858 SECURED 16 NEW 2'xtY FLOOR I DANEL8URK0 GMAIL.CCA1 NOTIFY ARCHITECT/DESIGN FTI L JOISTS 0 18`O.C. o h OUBLE UP ALL FRAMING UNDER "' ' PROFESSIONAL IMMEDIATELY OF q (BLOCKING AT MID-SPANS) j .o ><o ANY DISCREPANCIES WITH THE NEW PARALLEL PARTITIONS AND i NEW WOOD POSTS. LOCATION OF ALL PREDETERMINED 5 of 8 I PROVIDE SOLID BLOCKING POINT LOADS AND PROVIDE < < STRUCTURAL ENGINEER CONTINUOUS STRUCTURAL SUPPORT UNDER ALL WOOD POSTS PROPOSED: DOWN TO FOUNDATION.ANY PROVIDE UNDER UNFORESEEN POINT LOAM ARE TO OD BEARING BUNFINISHED I ATTIC STORAGE BE BROUGHT TO 71RE ATTENTION OF I THE ARCHITECT OF RECORD. ANY INCONSI51ENgE5 DISCOVERED (8'-0`t CEO.HT.) I W - - AFTER DEMOLITION ARE TO BE (FLAT CEILING) ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO N1104.1 NOT LESS THAN 75%OF THE ARCHITECT OF RECORD AND THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS AREr INSTALLED LIGHTING FIXTURES TO BE AMENDED ACCORDINGLY. _ NEW 1Y TALL C.J.HEADER SHALL BE HIGH-EFFICIENCY LAMPS EXIST.AND NEW STARS TO COMPLY NOTIFY ARCHITECT/DESIGN I WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF STAIRWELL ILLUMINATOR AS PER ANY DISCREPANCIES WITH SIZE I LAKELAACIFICO ENGINEERING, E R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING ~ �' 'j Y �.-. � 700 LAKELAND AWENUE,SUITE 2B HANDRAILS 10 COMPLY WITH FOUNDATIONS,GIRDERS,COLUMNS - _ cT< 'I;II BOHEMIA,NY R311.7.8-R311.7.8.4 AND DNREC110NS FRAMING SIZE ^VSDGE �—- I "i 631-9810-0000 �pp55 I HVAC SYSTEM TO COMPLY V01H <L€ I 2016 NYS SUPPLEMENT C-104.2.6.1 NOTE s REFER TO STRUCTURAL ENGINEERS THE BUILDING THERMAL ENVELOPE I SHALL BE CONSTRUCTED 7O L1111T PLANS FOR ALL NEW FOUNDATION p/ AIR LEAKAGE M ACCORDANCE WITH WORK. DO NOT USE THESE PLANS ———— I (]� rV THE REQUIREMENTS OF SECTIONS FOLK FOUNDATION REFERENCE OR _ _ N1102.4.1 THROUGH N1102.4.5 LXNSTRUCiION FURP05. 1=NEW Y x 12'LEGGIER LAID ON FIAT I �� PO��/�,�� I INm I * w NEW 12'TALL HEADER I I ee C7 FOR CA AND R.R. min Go 1 SS Elr� I I "' I I I I I I F I N,�l- M PIF I I I I I ,_. PROFESSIONAL SEAL NEW 2 zx1r HI1R I ~ RE N/l - ° ED BY L I I E HT1� 1• -- J I I NEW 2 {+� " - _ 9 APPLICATION NUMBER SEE DEG' t�- V �I �l � b J 2-1 z 2-1 I _ DATED® ' 1 JOB NUMBER—— — 2018 RESIDENTIAL x i C (U�ERR I'a.GATTIC) O 4!-6' 4-6KW DATE 5 of 8 �1 x 8 AR• /2 x�RR 5 of 8 3'-Y 8'-11" 3'-7" 0 16 o. 0 166 C7 11-23-18 2ND FLOOR PLAN B 5of8 SCALE: 3/16" = 1'—O A 01 w 0 Q O H a ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY Z R905.2.8.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R602.3(5) O 0 INCHES IN HEIGHT X 4 INCHES IN WIDTH ALL NEW WINDOWS TO BE ANDERSEN L EGRESS WINDOWS TO COMPLY WITH 2015K LOW E4"SMART SUN'SIMULATED NEW CDR-A-VENT RIDGE VENT 0 0 DIVIDED LITE OR EQUIVALENT. TOP OF NEW,RIDGE/t _ EL +16'-8' w W NEW 30 YR.ARCHITECTURAL ROOF Z 11� SHINGLES(COLOR BY OWNER) O = cps U PROVIDE METAL FLASHING AT W O ALL ROOF INTERSECTIONS. � a NEW VINYL TRIM(COLOR: BY OWNER) NEW CONT VENTED VINYL SOFFIT _ N TOP OF NEW GARAGE ATTIC FLOOR PLATE FW-, — EL +8'-0" to Q i _ EW VINYL CORNER TRIM COLOR BY OM Z O NEW VINYL SIDING(COLOR k SME BY OWNM ER) O �- -NEW WIDE TRIM(COLOR BY OWNER) o NQN111 1` -- _ - --I NEW VINYL TRIM(COLOR: BY OWNER) sD w NEW COR-A-VDtT RIDGE VENT - NEW TOP OF RIDGE 12 NEW 30 YR.ARCHITECTURAL ROOF NEW CONT.VENTED VINYL SOFFIT N _ . .... .. _.....,...... ._. .. �/ \ SHINGLES(COLOR BY OWNER) - TOP OFNEWGARAGE ATTIC SUB FLOOR e GN NTH DWELI EXISTINEL G :r ALL FRAMING COMPLIES WITH SECTION R602. 5 / \ _ PROVOS METAL FLASHING AT N -ALL ROOF INTERSECTIONS. _ 4NEW BOTTOM OF PORTICO HEADER , EL 9'-5"f ADJUST HEIGHT AS REQUIRED TO ALIGN NEW FASCIA AND CUTTERS 1s NEW VINYL TRIM(COLOR: er owNER _TOP OF NEW_GARAGE FIRST FLOC PLATE EL WITH DWELLING FASCIA SOFFI /T GUER TTS WITH EXISTING AS REQUIRED, :;i / NEW CONT.VENTED VINYL SOFFITt EW VINYL SKIING(COLOR A[STYLE BY OWNER) =[:1 il^ NEW 10"x 10'PER CAST STRU AL COLUMNS, Ir iii ®�®� ®® NEW VINYL CORNER TRIM(COLOR BY OWNER) (TO BE SELECTED), STALLED AS R 1 ® ® ® ® ® '- o 17 °o MAIVUFACTURERS SP IFICATIONS BEAR ON NEW ^. a i o CONCRETE FOUNDATI BELOW( CAL). NEW WIDE TRIM(COLOR BY OWNER) o ❑®®a®❑® TOP OF EXIST.FINISHED DWELLING NEW PAVER FLOOR FINISH,(TO BE SELECTED) ®®®®®®® TOP OF EXIST. FINISHED DWELLING FIRST FLOOR FIRST FLOOR _ �EL +b'-2"FOR ELEVATION HEIGHT\ OVER NEW CONCRETE SLAB EL-10'-11"t FOR ELEVATION HEIGHT :.:: LING PLANS A NEW TOP,OF PORTICO,LANDING ° ' REFEREASTINGDWEI /� VEL -0'-O' ®® 1 x ® :I v J W GRADE VARIES_ „ ,,,,, TOP OF NEW GARAGE ELEVATION HEIGHT GRADE VARIES O W X Z REFER TO STRUCTURAL ENGINEERS PLANS FOR ALLNEW FOUNDATION WORK DO NOT USE THESE PLANS FOR I I I I I I I I I J Y FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. I I I I I I W O U _________________ =r--T-n------____ _________�_______=_=_____� > w oW - FRONT ELEVATION J c3 o w Q SCALE: 3/16" = 1'-0" �_ N N TYPICAL ROOF CONSTRUCTION •30 YEAR ARCHITECTURAL ROOF SHINGLES (COLOR TO MATCH EXISTING) •(22LAYERS OF 151b. FELT AS PER(R905.2.7) CONTRACTOR TO COMPLY WITH A?PENDIX U SOLAR READY ALL SIDE WALL FLASHING TO COMPLY WITH •1�'CDX PLYWOOD D1 SEE TABLE 3.6E SHEET 6 of 8 R905.2.8.3 AND BE CONTINUOUS OR STEP 2 x 6 ROOF RAPIER$AT 16"O.C. talE FOR NAILING REQUIREMENTS ALL FRAMING COMPLIES WITH SECTION R602.3(5) 1 FLASHING SHALL NOT I LESS THAN 4 PROVIDE CONT.ICE&WATER SHIELD AT EAVES AS PER ► y1 COft_A-VENT RIDGE VENT INCHES IN HEIGHT X 4 INCHES IN WIDTH (IR9052T1 THAT CONSISTS OF A7 LEAST TWO LAYERS LL EGRESS WINDOWS TO COMPI.Y PATH 2015 IBC R310. OF UNDMYMFNT CEMENTED 10GEIHFR OR OF A NEW COR-A-VENT RIDGE VENT ALL NEW WINDOWS TO BE ANDERSEN hTOP OF NEW RIDGE._.,._..... _... _ _ .. . ..._.__ LOADED LITE OR W E4"SMART SUNT SIMULATED I \' EL 12'-O"t� YV SELFND FROM T POLYMER EDGES BITUMEN SHEET,AND 12 � NEW x 8 RIDGE EL +16'-8" EXTERIOR w t1 LINE OF THE BUILDING.PROOF SURFACES g � ,.,,.,. .. _._...,.. __NEW TOP OF,RIDGE TO A POINT AT LEAST 24 INCHES(610 MM)INSIDE 7FIE NEW 2 x 4 COLLAR TIES 0 16'D.C. NEW 30 YR.ARCHITECTURAL ROOF SEE TABLE 3.10 SHEET 5 of 8 D3 I Y (UPPER n OF ATTIC) N SHINGLES(COLOR BY OWNER) FOR NAILING REQUIREMENTS ad8 - NEW BOTTOM OF PORdL HEADER EL 9'-8"t V i ADJUST HEIGHT AS REQUIRED TO m - NEW CONT VENTED VINYL SOFFIT j;. WITH DWELLING FASCIA/SOFFIT/GUTTERS I :.. NEW VINYL TRIM(COLOR: BY OWNER) NEW FASCIA AND GUTTERS a NEW 10'x 10'FERMACAST STRUCTURAL COLUMNS, WITH EXISTING AS REQUIRED APPLICANT —_ (TO BE SELECTED),INSTALLED AS PER . I MANUFACTURERS SPECIFICATIONS TO BEAR ON NEW °D NEW CONT VENTED VINYL SOFFIT - - CONCRETE FOUNDATION BELOW(TYPICAL). ALL FRAMING COMPLIES WITH SECTION R602.3(5) o 00 TOP OF NEW GARAGE A711C FLOOR PLATE ) H EL +6'-0" NEW x 6 COMPOSITE DECKING I I BE$ELECTED s,: TOP OF EXIST. FINISHED DWELLING ( ( NEW VINYL CORNER TRIM COLOR BY OWNER 2'x 12" ACQ)DECK JOISTS 0 16" (O.G NEW PAVER FLOOR FINISH, TO BE SELECTED FIRST FLOOR OVER NEW CONCRETE SLAB fss= EL. +0-2 FOR ELEVATION HEIGHT t'` .h NEW VINYL NEW TOP OF PORTICO LANDING SIDING(COLOR h STYLE BY OWNER) _ __ o NEW WIDE TRIM(COLOR BY OWNER) ;5 EL-O'-O"4 v W _F 11TOP OF 2nd,FL HANDRAIL 3s k GRADE VARIES _ '- � I I .. DANIEL BURY,O DESIGN LLC w - Fc ' NEW 38"HIGH COMPOSITE HANDRAILTOP OF NEW GARAGE ATTIC SUB-FLOOR REFER TO STRUCTURAL ENGINEERS138 SOUTH 1ST STREET,SUITE 103 I I dj b WITH SPINDLES SPACED MAXIMUM 4' ALIGN WITH DWELLING EXISTING!o o PLANS FOR NEW FOUNDATION SPECIFICATIONS 's LII IDENHURST,NY 11757 TOP OF NEW GARAGE ATTIC SUB-FLOOR APART TO CODE.(TO BE SELECTED) EL+0'-0'Y , • • (531)482-7858 TO ALIGN WITH DWELLING EXISTING TOP OF NEW 2nd FL FINISHED WOOD DECKINGh N i� N +EL +0'-O" EL-0'-2"Y o I ^ TOP OF NEW GARAGE FlRST,FLOORPLATE, NEW(ACO)HEADER _ _. .._. _. _ .._ �_..,_.. _ ,BOTFOM_OF,NEW 2nd FL.,DECK HEADER j, STRUCTURAL ENGINEER .I NEW 10'z 10'FERMACAST EL -2'-0" NEW 12 x B"COMPOSITE DECKING(TO BE SELECTED), EW�'x L COA1P09,E DECKING PORTICO SECTI0N 2'x 12'(ACO)DECK JOISTS 0 16'O.C. S1RUC71JRAL COLUMNS, (TO BE SELECTED), (TO BE SELECTED),INSTALLED UNDER:](ISE I•x 12" ACO DECK JOISTS 0 12"O.C. " AS PER MANUFACTURERS 2'z 12'(ACO)DECK JOISTS 0 16"O.C. NEW VINYL CORNER TRIM(COLOR BY OWNER) 1` SPECIFICATIONS TO BEAR ON NEW SCALE: 3/16" = 1'-0" •i OWNER CONFlR B LOCA 0) s. CONCRETE PERS BELOW(71PICAL). NEW VINYL SIDING COLOR&STYLE BY OWNER 1' s1= b •i ( ) 1 ai}. NEW 38'MGH COMPOSITE HANDRAIL b WITH SPINDLES SPACED MAXIMUM 4" •i ;�:.:: NEW WIDE TRIM(COLOR BY OWNER) ^' ['`. APART TO CODE TO BE SELECTED} TOP OF lat FL HANDRAIL* 04 ` ("Ilot EL +8'-1" �TOP OF EXIST. FINISHED DWELLING FIRST FLOOR "= L TOP OF EXIST. FINISHED DWELLING FIRST FLOOR o EL -10'-11"t FOR ELEVATION HEIGHT ;°1 I �` 0. -10'-11"t FOR ELEVAl10N HEIGHT 1q PACIFICO ENGINEERING,PE REFER TO EXISTING DWELLING PLANS ) INE IT REFER TO EXISTING DWEWNG PLANS 700 LAKELAND AVENUE,SUITE 2B _TOP OF NEW GARAGE FOUNDATION WALL TOP OF N.W tat FL FINISHED WOOD DECKING/� aD BOHEMIA,NY FOR ELEVATION HEIGHT EL -11'-1" I 63t-98e 0000 REFER TO STRUCTURAL ENGINEERS PLANS ,) 0-TTH W tat FL DECK HEADER u NEW(ACO)HEADER c g NEW 10'x 10'PERAIACAST b �I NOTE: ' Aj;. STRUCTURAL COLUMNS, ss ; REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEWF (TO BE SELECTED),INSTALLED FOUNDATION WORK. DO NOT USE THESE PLANS FOR :: :Mgsg S PER MANUFACTURERS FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES gai fig ia44l SPECIFICATIONS TO BEAR ON NEW es (G CONCRETE PIERS BELOW(TYPICAL). PAC r►GRADE VARIES ................................ :ii j?N )i 1 Y s- ,. == „, GRADE VARIES CO� L J I I I I I ITO I AL cc ENGINEERS PLANS INFOR NEW - w I I I I 1 I FOUNDATION SPECIFICATIONS I_I -F- Z--------L- ----------- -----------r --------_F- ---------------iLL---------I---1'---------J-- -------- s I--------- ---------- {•ry OBB ss pn0E-E_r,3\ REAR ELEVATIONe ® q L P PROFESSIONAL SEAL SCALE: 3/16" = 1'-0" €!! APPLICATION NUMBER EVIE t� IaBY SBA --- SEE DECISION s 1, -IW 1 JOB NUMBER -=-{�-I-' 2018 RESIDENTIAL DATED S lIl bM DATE 11-23-18 Q LJJ Q Q Q O Of '^^ G- ALL SIDE WALL FLASHING TO COMPLY PATH CONTRACTOR TO COMPLY W1H APPENDIX U SOLAR READY V/ Q FLASHIR905.2.NG .J AND BE CONTINUOUS OR STEP NEW COR-A-VENT RIDGE VENT TOP OF NEW RIDGE Z FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R602.3(5) - - - - -�- INCHES IN HEIGHT X 4 INCHES IN WDTH NEW 30 YR ARCHITECTURAL ROOF EL +16'-8" O Q ALL NEW WINDOWS TO BE ANDERSEN LL EGRESS WINDOWS TO C01APl Y WITH 2015 IBC R310. SINGES(COLOR BY OWNER) ^ =) ; LOW E4'SMART SUN'SIMULATED NEW VINYL TRIM(COLOR: BY OWER 12 V J ; NEW 30 YR.ARCHITECTURAL ROOF 12 —NEW 30 YR.ARCHITECTURAL ROOF \ C) O JENt SHINGLES(COLOR BY OWNER) 1 SHINGLES(COLOR BY OWNER) / PROVIDE METAL FLASHING AT 12 W W ALL ROOF INTERSECTIONS. 4C:�:` NEW VINYL TRIM(COLOR: BY OWNER) Z NEW VINYL TRIM(COLOR: BY OWNER) 02 NEW CONT.VENTED VINYL SOFFIT NEW CONT.VENTED VINYL SOFFIT Cn 0 NEW VINYL CORNER TRIM w (COLOR BY OWNER) _ _TOP OF NEW GARAGE ATTIC FLOOR PLATE to LuO NEW VINYL SIDING _NEW VINYL SIDING(COLOR&STYLE BY OWNER) EL +B' (COLOR&STYLE BY OWNER) NEW VINYL CORNER TRIM(COLOR BY OWNER) NEW COR-A-VENT RIDGE VENT NEW WIDE TRIM(COLOR BY OWNER) r- PROVIDE METAL FLASHING AT NEW�'z 6'COMPOSITE DECKING Lu �1 ALL ROOF INTERSECTIONS. (TO BE SELECTED), b (f1) ' ¢ O .� NEW 30 YR.ARCHITECTURAL ROOF x 12•(ACQ)DA a 16"D.C. 2• SHINGLES(COLOR BY OWNER) 12 ` NEW 36'HIGH COMPOSITE HANDRAILWTH N Q INDLES SPACED MAXIMUM C NEW VINYL TRIM(COLOR: BY OWNER 1� AP RTTO CODE (TO E SELECTED) O r- NEW TOP OF RIDGE_ TOP OF NEW GARAGE ATTIC SUB-FLOOR Z EL 11'-9"t TO ALIGN WITH DWELLING EXISTING i NEW BOTTOM OF PORTICO HEADER y EL. 9'-5"± \ TOP OF NEW GARAGE FIRST FLOOR PLATE ADJUST HEIGHT AS REQUIRED TO EL -1,-0"� WITH DWELLING FASCIA/SOFFIT/GUTTERS NEW(ACO)HEADER ALIGN NEW FASCIA AND GUTTERS NEW 10'x 10'PERMACAST STRUCTURAL b COLUMNS.EXISTING AS REQUIRED, ( lO E SELECIID11,INSTALLED AS I NEW CONT.VENTED VINYL SOFFIT _ PER MANURCTUIRERS SPECA&-n0NS TO BEAR NEW 10'x 10'PERMACAST STRUCTURAL COLUMNS, - y3a. ON NEW CONCRETE PIERS BELOW(TYPICAL). •� b b. (TO IE SELECTED),INSTALLED AS PER % . MANUFACTURERS SPECIFICATIONS TO EAR ON NEW CONCRETE FOUNDATION BELOW(TYPICAL). TOP OF EXIST.FINISHED DWELLING 1 FIRST FLOOR ):,', TOP OF EXIST.FINISHED DWELLING FIRST FLOOR _OL, +0'-2"FOR ELEVATION HEIGHT 1+I's EL-10'-11'f FOR ELEVATION HEIGHT NEW TOP OF PORTICO LANDING { REFER TO EXISTING DWELLING PLANS EL. -0'-0" TOP OF NEW GARAGE FOUNDATION WALL GRADE VARIES — FOR ELEVATION HEIGHT nTf- REFER TO STRUCTURAL ENGINEERS PLANS NEW PAVER FLOOR FINISH,(TO E SELECTED) I I I I REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW OVER NEW CONCRETE I I I I I FOUNDATION WORK. DO NOT USE THESE PLANS FOR EW 36'HIGH COMPOSITE HANDRAIL FWWDA11ON REFERENCE OR CONSTRUCTION PURPOSES. WITH SPINDLES SPACED MAXIMUM 4" b `^ APART TO CODE.(TO BE SELECTED) bo V' W Q LUL_ ---------I z z O - -_ - - L-_ _0 w M Z L—, - CRADE VARIES J Y —i REFER TO STRUCTURAL Q O U LL ENGINEERS PLANS FOR NEW \\ L_, rl—I, FOUNDATION SPECIFICATIONS / d L--------------------- L w W - SIDE ELEVATIONw (D o Q uj SCALE: 3/16" = 1'-0" 00 Q N ALL SIDE WALL FLASHING TO COMPLY WITH ICONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY R905.2.8.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R602.3(5) INCHES IN HEIGHT X 4 INCHES IN WIDTH ,—NEW COR-A-VENT RIDGE VENT ALL NEW WINDOWS TO BE ANDERSEN LL EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310. NEW 30 YR.ARCHITECTURAL ROOF LOW E4'SMART SUN'SIMULATED INGLES(COLOR BY OWNER) LITER EQUIVALENT, 12 51-- NEW VINYL TRIM(COLOR: BY OWNER) NEW 30 YR.ARCHITECTURAL ROOF 12 NEW 30 YR.ARCHITECTURAL ROOF SHINGLES(COLOR BY OWNER) 2 SHINGLES(COLOR BY OWNER) PROVIDE METAL FLASHING AT NEW VINYL TRIM(CDLOR: BY OWNER) Q4 ALL ROOF INTERSECTIONS APPLICANT NEW VINYL TRIM(COLOR: BY OWNER) NEW CONT.VENTED VINYL SOFFIT - ,Z/ NEW CONT.VENTED VINYL SOFFIT NEW VINYL CORNER TRIM NN (COLOR BY OWNER) NEW VINYL SIDING NEW VINYL SIDING(COLOR tp STYLE BY OWNER) OR$STYLE BY OWNER) EW COR-A-VENT RIDGE VENT NEW VINYL CORNER TRIM(COLOR BY OWNER PROVIDE METAL FLASHING AT Lull ATOP OF 2nd FL HANDRAIL NEW 41'x 6'COMPOSITE DECKING ALL ROOF INTERSECTIONS. Y W (TO BE SELECTED), 12 EW 30 YR.ARCHITECTURAL ROOF DANIELBURK0 DESIGN LLC TOP OF NEW GARAGE ATTIC SUB-FLOOR 2'z 12'(ACQ)DA 016"O.C. �2 SHINGLES(COLOR BY OWNER) 138 SOUTH IST STREET,SUITE 103 EW VINYL TRIM(COLOR BY OWNER) LINDENHURST,NY 11757 b TO ALIGN WITH DWELLING EXISITNG NEW,TOP OF RIDGE n EL. +0'-0' NEW 36'HIGH COMPOSITE HANDRAIL - - J� 1 31)482-7858 TDF OF NEW 2nd FL FINISHED WOOD DECKING WITH SPINDLES SPACED MAXIMUM 4" EL 12'-0'f DAMRBURI<OQGVAIL.COn1 b EL -0'-2" APRT TO CODE(TO E SELECTED) N i BOTTOM OF NEW 2nd FL DECK HEADER„ NEW BOTTOM OF PORTICO HEADER EL 9'-8"f STRUCTURAL ENC,INEER EL -2'-0' - - ADJUST HEIGHT AS REQUIRED TO NEW(ACQ)HEADER WITH DWELLING FA EL NEW 10'x 10'PERMACAST STRUCTURAL ALIGN NEW FASCIA AND GUTTERS WITH EXISTING AS REQUIRED, COLUMNS, TO BE SELECTED)),INSTALLED AS s NEW CONT.VENTED VINYL SOFFIT j PER MANUFACTURERS SPECIFICANONS TO BERI LIF .apA o ON NEW CONCRETE PIERS BELOW TYPICAL. 10'x 10'PERMACAST STRUCTURAL i (TYPICAL). NEW x 6 COMPOSITE DECKING w.. C0.UMN5 (TO E SELECTED),INSTALLED AS PERa TOP OF 1st FL HANDRAIL == (TO E SELECTED), e�„ MAM1fAURERS SPECIFICA ONS TO BEAR ON EL +6'-1• 2"x 1Y(ACO)D.J.016.O.G NEW CONCRETE FOUNDATION BELOW(TYPICAL). NEW z 6"COMPOSITE DECKING(TOE SELECTED), _ TOP OF EXIST.FINISHED DWELLING b b TOP OF EXIST.FINISHED DWELLING FIRST FLOOR 2'x 1Y(ACO)DECK JOISTS a 16'D.C. it FIRST FLOOR EL -10'-11"f FOR ELEVATION HEIGHT (USE 2'z 12'(ACO)DECK JOISTS o 12'D.C. EL 6**2"FOR ELEVATION HEIGHT PACIFICO ENGINEERING,PE n REF7ER TO EXISTING DWELLING PLANSUNDER FUTURE HOT TUB ABOVE-VERIFY WITH x OWNER TO CONFIRM HOT NUB LOCATION •;: , NEW TOP OF PORTICO LANDING h 700 LAKELAND AVENUE,SUITE 281 TOF OF NEW 1st FL FINISHED WOOD DECKING EL-0'-0" BOHEMIA,NY EL -11'-1" GRADE VARIES/� 631-988-0000 BOTTOM OF NEW 1st FL DECK HEADER v EL -12'-g" REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW NEW PAVER FLOOR FINISH,(TO E SELECTED) FOUNDATION WORK. DO NOT USE THESE PLANS FOR I I OVER NEW CONCRETE SLAB b NEW(ACO)HEADER NEW COMPOSITE FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES I I f.. L. STEPS BEYOND I N NEW 10'x 10•PERMACAST STRUCTURAL NEIV.wi — —— J �'C ' PAC�,c� COLUMNS TO BE SELECTED)),INSTALLED AS L'Q PER NEW CONCRETE SPECIFICATIONS CA BER — ON NEW OONCRETE PIERS BELOW(TYPICAL). rt GRADE VARIES * r Y1� E11 REFER TO STRUCTURAL ENGINEERS FLANS FOR NEW - I FOUNDATION SPECIFICATIONS L N --- ---------------� SOF A�0 es,Yo SIDEELEVATION PROFESSIONAL SEAL SCALE: 3/16" = V-0" APPLICA71ION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 11-23-18 COUNTY OF SUFFOLK JAN I OFFICE OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTT VE Natalie Wright Department of Commissioner Economic Development and Planning January 12, 2021 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 DiMeglio, Samuel #7469 Very truly yours, Sarah Lansdale Director of Planning By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning&Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853.5191 :OFFICE LOCAhON:. y MAILING:, ADDRESS: Tovir�i•Halls Annex''`' . ,'.� ®� ®l ; � �,• •,, ' - P.O.Box 1179 54375 State,Roiite 25' Southold-, NY 1.1971 (cor:,l�Iain Rd.;8i`;Youxigs'Aye;)• 7' •- �� 0 ,S8,uthol'd,:1�FY`1197.1 G� ' Telephone: 631 765=1938 VOCAL'-WAS[`) JBIER0 STT„RE��'IT�L,IZATTONJI, lkCtG M 'TOWN OF SOL7THOLD �. _._ ------ RFCE<<JEC - MEMORANDUM � � � � MAR 0 3 2021 To: Leslie Weisman, Chair i Z��,r� o�;j �}f A Pe Members of the.Zoning Board of Appeals - -_ ---- - -- From: 'Mark Teny,,AjCP ,Assistant•Town'Planning Director ; i•,:' 'LWRP Coordinator, n Date March 1,2021 Re: LWRP Coastal Consistency Review for ZBA File Ref SAMUEL J.DIMEGLIO,JR. #7469 SCTM# 1000-123-4-6. SAMUEL J.DIMEGLIO,'JR. #7469 -Request;for,Variances from Article XXIII, Section 280-124 and the Building Inspector's November 17,2020;Notice of Disapproval based on an application for a permit to construct "a front porch addition attached to an existing single family dwelling; at 1) located less than the code required ' minimum front yard setback of 35 feet; 2)located less than the code required minimum combined side yard setback of 25 feet; located at: 2280 Deep Hole Drive, (Adj.to Deep Hole Creek)Mattituck,NY. SCTM No. 1000-123-4-6. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the,Town of Southold,-_, Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the- information- information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me;the proposal is recommended as CONSISTENT with the LWRP. This recommendation is based on the following: 1. The proposed addition is not discordant with community character. A 50' non-disturbance buffer is shown on the plans as required by the Board of Trustees and filed in a Covenant and Restriction(L D00013013 and P 903)with the Suffolk County Clerk. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy,Town Attorney FORM NO.,3 y TOWN OF SOUTHOLD ! JAN 0 4 2021 BUILDING DEPARTMENT SOUTHOLD, N.Y. I_Zoning �,oard of r.ppeals NOTICE OF DISAPPROVAL DATE: February 19, 2020 RENEWED: November 17, 2020 TO: Glenn E. Just (DiMeglio) PO Box 447 Quogue, NY 11959 Please take notice that your application dated February 7, 2020: For permit to: construct front porch addition to existing single-family dwelling at: Location of property: 2280 Deep Hole Drive, Mattituck,NY County Tax Map No. 1000 - Section 123 Block 4 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 17,813 sq. ft. lot in the 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 front yard setback of 35 feet and a combined side yard setback of 25 feet. The survey shows the front vard setback at 29.7 feet and the combined side yard setback at 24.1 feet. 4 Authorized Sig t 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. Fee:$ Filed By: 1 Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE R,Ll_-rr,r'D a r House No. _Street Hamlet ilc R; I 21 i 4 SCTM 1000 Section Q*a Block_pq_Lot(s) 00(b . Lot Size l-4101_Zone R 0 i ;',mpg Deem Of App.-,Ic i I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDIN -IN PECTOR--___--� DATED o2 Lt :jV BASED ON SURVEY/SITE PLAN DATED Owner(s): c� Mailing Address: 6twr L , u xA\ .LL-1 3 Telephone: Email: nbk com 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: Name of Representative: for Owner( )Other: Address: �RO ZQ6 4 y6)-Tl Ql.CO?mF.Ml ((T�I-Qq'P Telephone: �S3 06 03— Fax: Email:Gr Lalb GA 1,�;c-qa<1cm Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (.h-Authorized Representative, ( ) Other Name/Address below: WHEREBY THBUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED qhlyketand DENIED AN APPLICATION DATED .2I'q In FOR: 64 Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: ," [VT Section: ai;o—v,4H. Subsection: Type of Appeal. An Appeal is made for: k4A 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(A has, ( )has not been made at any time with respect to this property,UNDER Appeal No(s).evi C!3 Year(s). DQCCF . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): ll 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: Q4l(i AeU S JAN 0 4 2021 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant_to,pursue, other than an area variance,because: - - �1e�s� S k-N T- + 3.The amount of relief requested is not substantial because: -�Urms 5e-.P— ame' vg 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 5.Has the alleged difficulty been self-created? { } Yes,or { } No Why: --�'wse-- 5e-p. G10A Are there any Covenants or Restrictions concerning this land? { }No f4 Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time prese a and protect the character of the neighborhood and the health,safety and welfare of the community. Sign re of Ap t or Authorized Agent (Agent must sub w tten Authorization from Owner) Swo o befo me this ay 20 ary P blic ADAM MATROS Notary Public-State of New York No.01 MA6354670 Qualified in Suffolk My Commission Exp.02121/2021 r i JAN 0 4 2021 Reasons For Appeal - 1. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment tonearby properties if granted, because: Applicant seeks to locate a prop single family proposed front porch addition to an existing, stead a the required residence with a front yard setback of 29.7 'n, instead of the 35' and a combined side yard setback of 24.1 e site is a water required combined side yard setback of 25 • Th terfront area. front site and situated in an existing develops the Southold With this the approvals for the project approved y Trustees and the New York State Department of Environmental Conservation (N• r . t Town Trus required a significant Y.S.D.E.C.) q tidal wetlands. As P� of the setback from the existing area oft 50' non-disturbance buffer area approval from these two agencies a established and a Notice To The Deed Covenant has been has been estab Clerk. It is felt that filed with the offices of the Suffolk Coond the granting of the these are not substantial variance requestse in the character of variance will not produce an undesirable change the community or a detriment to nearby propsties ht by the applicant CANNOT be achieved by 2. The benefit sou g licant to pursue, other that an area some method feasible for the app The property is a creek front site which requires variance because: a small that the dwelling be setback from the wetlands leavidnt e New York building envelope. The Southold Town TrusteesConservation xe required a State Department of Environmental Conserv tidal wetlands. A 50' significant setback from the existinas bearea of t en established and a Notice wide non-disturbance buffer area h filed with the offices of the To The Deed Covenant has been Suffolk County Clerk. t of relief requested is not substantial because: The 3. The amour of 29.7' instead of the required�A� ®� 202 applicant seeks a front yard setback a 5.3' variance and also seeks a side yard setback 35' which is only ''' ' '' '`'' . of 24.1 ' instead of the required 25' which is only a 0.9' variance.- -- act on the 4. The variance will NOT have an adverse effect or imp dor the physical or environmental conditions in the neighborhood that e is a creek front site requiring , district because: The property the dwelling be setback from the wetlands leaving a small building Of the a proval a 50' wide non-disturbance buffer has area. As part o p and a Notice To The Deed Covenant has been been establishedClerk. This is a filed with the offices of the Suffolk County Physical and permanent buffer zone ensuring that the p y environmental conditions in the area will be protected. � Yes, or (s�)No 5. Has the alleged difficulty been self-created • ( ) -e adjacent Why: It is because of the constraints on closeness oft � area of tidal wetlands. r APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: p��\ °�p p `0;�r • Date Prepared:3 1 - - --- -_--_----- - I. For Demolition of Existing Building Areas Please describe areas being removed: f\ a\' IAN 6 11. New Construction Areas(New Dwelling or New A ditions/Extensions): Dimensions of first floor extension: /.,cam(p Q S - Dimensions of new second floor:_ tn\et Dimensions of floor above second level: ai!j Height(from finished ground to}op of ridge):. .IQ- Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: t<,Q III. Proposed Construction Description(Alterations or Structural Changes) (attach extra sheet if necessary)- Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: d,S S-' '� tpru , A�o� Number of Floors and Changes WITH Alterations: ` a N. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: ,y � Proposed increase of building coverage: st, VT• Square footage of your lot: III e Percentage of coverage of your lot y building area: V. Purpose of New Construction: VI. Please describe the land contours (flat,slope %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meetiting the code requirement(s): MAA Please submit seven(7) photos,labeled to show different angles of yard areas after staking corners for new construction),and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 QUESTIONNAIRE �YJq FOR FILING WITH YOUR ZBA APPLICATION - - --- - - - A. Is the subject premises listed on the real estate market for sale? Yes _V_No JAN 0 4 2021 B. Are there any proposals to change or alter land contours? No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? yk 2.)Are those areas shown on the survey submitted with this application? 1,/e_S 3.)Is the property bulk headed between the wetlands area and the upland building area? 00 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?_Please confirm status of your inquiry or application with the Trustees:% iSSUea and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? jJ0 E. Are there any patios,concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? &/b 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?-T6 If yes,please submit a copy of your building e and survey as approved by the Building Department and please describe;SA001i LJ e ; U<v_(Qr CO vlC rac i 0 ri 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? 1� If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel S;n �r cxyy6,L—_ an r)-4za and the proposed use J f J (ex:ext tng single family,proposed.same ith garage,pool or other) Au riz 'gn re and Date r A6.1"ULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD l � WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval'on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suff&KC0 IN21 Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: 2. Address of Applicant:ig I i Q 3. Name of Land Owner(if other than Applicant . 4. Address of Land Owner: 5. Description of Proposed Project: )& q- J anc-J(utl C 6. Location of Property: (road and Tax map number) —� 7. Is the parcel thin 500 fe t of a farm operation? { } Yes -0-No 8. Is this parcel actively farmed? { ) Yes { } No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use theba this g if there are additional pro rty owners) _/ I( / 20 Signature of Applicant Date Note: 1. The local Boar will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT JAN 0 4 2021 1 e (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44423 Date: 11/18/2019 Permission is hereby granted to: Dimeglio, Samuel 2275 Deep Hole Dr Mattituck, NY 11952 To: construct a new single family dwelling with attached garage as applied for per Trustee, DEC and SCHD approvals. At premises located at: 2280 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-4-6 Pursuant to application dated 10/29/2019 and approved by the Building Inspector. To expire on 5/19/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,411.60 CO-NEW DWELLING $50.00 al; $2,461.60 Building Inspec o 1 Address: APPEALS BOARD MEMBERS �aQ�$®rjy Southold Town Hall p ®!p 53095 Main Road•P.O.Box 1179 James Dinizio,Jr.,Chairman r� Southold,NY 11971-0959 Gerard P. Goehringer 41 Off Ruth D.OlivaG �p � Town Annex/First Floor,North Fork Ban Michael A.Simon 54375 Main Road(at Youngs Avenue) Leslie Kanes WeisC�� man Southold.NY 11971 14b http://southoldtown.no,thfo,k.net � ZONING OF S�OUTHOLDALS - - - - - _- - - -- - - TO Tel.(631)765-1809•Fax(631)765-9064 JAN 0 4 2021 FINDINGS, DELIBERATIONGus D DETERMINATION MEETING OF AU ZB File No. 6053—Dorothy Dickerson Peters CTM 123-4-6 Property Location: 2280 Deep Hole Drive, Mattituck under SEORA DETERMINATION: The Zoning Board of Appeals has visited the propertygory of consideration in this application and determines that nder SEQRA reviewthis falls under the Type the State's List of Actions,without further steps consists of 20,561 square feet, is PROPERTY FACTSIDESCRIPTION: The applicant's property line boundary are 0 Low-Density Residential Zone District, and the the-easterly side line, and 129 58 hown at 78 located in an R-4 Deep Hole Drive, 196.63 feet along feet (arc measurement) along feet along'a tie line adjacent to Deep Hole Creek. based on the Building Inspector's April BASIS OF APPLICATION: Zoning Code Section 280-124, 23, 2007 Notice of Disapproval concerning a proposed single-family dwelling at tens than 40 feet from the front lot line. application has been referred as required SUFFOLK COUNTY ADMINISTRATIVE C DE: This thea application is considered a matter Suffolk County Administrative Code Sections at14-14ptpo 23, and the Suffolk County under the Su reply dated July 25, 2007 states that Department of Planning ears to be no significant county-wide or inter-community impact. for focal determination as there app to permit was also issued by the Board of 68 WRP DETERMINATION: The proposed ac eon is exempt from review pursuant CHAPTER268 Chapter 268-3 as a minor actions under subsection action A M Terry, LWRP Coordinator. 21 2006, therefore the proposed action complie�aith Policy 6.3, A, 1, confirmed Trustees on June � sale dated July 17, 2007 from Mary , in a letter to the Zoning Board of App FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 2, 2007, ersonal time written and oral evidence were presented. Based upon all testimony,documentation, p pbge 2- August 16,2007 'eters -- Za File No. 6053-Dorothy DICW—•.. CTM No.123-4-6 -" following fg s to be'trrue of the property, other evidence, the Zoning Board finds the fo g inspection and relevant: E UESTED: The applicant Proposes to r front construct Setback of 35.7 feet AREVARIAN CE RELIEF R s fnnt Ir�t(or .472 of an acre),with le- a Y family dweNing on a 20,06 i syua� April 20, 2006 revised where the code required setback is a minimum of 40 feet, as shown on the Ap survey prepared by Stanley J. Isaksen, Jr. TION: On the basis of testimony presented, materials submitted and REASONS FOR BOARD AC findings: personal inspections,the Board makes the following undesirable change in the character of the an 1• Grant of the variant nt towill nearbynotroduce properties. This parcel of property fronts on Deep Hole neighborhood or a detnme Creek and is situated in an existing developed waterfront area. some method, feasible for the 2. The benefit sought by the applicant cannot be achieved by an area variance• It amounts to a 4.3 ed areaofthe prop rtyas applicant to pursue, other thansurveyedapproximately 200 of the building area for this variance ould be 35 feet and a required front yard setback, from 40 feet to 35.7 feet. The total suryis 20,560 square feet. The square footage square feet. If the parcel were 560 square feet less, the required setback variance application would be unnecessary. not substantial. The reason for the reduction ouse af front nd thard e Creek. 3. The variance granted herein is the depth of the house is to provide a permanent vegetative buffer aement wou d wetlands reducing nt. Compliance with the 68 f et would impose an unreasonable hardship on the applica from 21 f on the closeness been self-created. It is a consequence obe Iced lose to he streets d 4 The difficulty has not requiring that the house to the waterfront and adjacent wetlands, boundary. 5. No evidence has been submitted to suggest that a variance in this residential neighborhood. munity will have an adverse impact on the physical or environmental condifios y and adequate to enable the 6. Grant of the requested relief is the minimum action necessary the character of he nt to enjoy the benefit of a new dwellings of the communitle preservingy.and protecting applicant and welfare neighborhood and the health, safety I in the balancing all of the above factors a Weisman, seconded by RESOLUTION OF THIYork TownALa 1267 B,i motion was offered by test under New Member Oliva,and duly carried,to prepared GRANT the variance as applied for, as shown on the April 20, 2006 revised survey by Stanley J. lsaksen,Jr. ' d under this application when variance given such as extensions, or demolitions which are not shown On Any deviation from the site maps, are not authonze the applicant's diagrams or surrey s under the zoning code. This action does not authorize or condone an involving nonconformitie Page 3— August 16,2007 eters -:_ '_' s Z8 File No. 6053—Dorothy Dicker CTM No.123-4-6 k -JAN 0 4 2021 ro ertof the subjct that may violate the Zoning_ current or future use, setback or other other features as are expressly addressed in this action. Code,other than such uses,setbacks The Board reserves the right to substitute a similar design that is de rrinirnis in nature for an alteration that does not increase the degree of nonconforml Y- ehrin er, and Weisman. (Member Vote of the Board: Ayes: Members Din side y ad(Chairman), Go 9 Simon was absent.) This Resolution 7ra?40es%DlnW0 Jr., C Irma 8/9.,)12007 roved for Filing RECEIVED �- �'.5�a•M. Au 2 4 Southold Town Clerk Towri of Southold LWRP CONSISTENCY ASSESSMENT FORM -JAN ®4 202 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# l 3 -__q ---&— The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. 0 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 0 construction,planning activity, agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval,license, certification: Nature and extent of action: Anpt^r n1n-� C'yVl Location of action: bf �� e � � C k JAN ® 4 2021 Site acreage: Present land use: ' 5 U Present zoning classification: - 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: I y S-l- �'I ,E aw n I c (c) Telephone number: Area Code ( ) 5 ay" 3-0\10 — (d) Application number,if any: yx Will the action be directly undertaken,require funding, or approval by a sta e or federal agency? Yes ® No❑ If yes,which state or federal agency? WA,SJ-Z),r C 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 by efici l Page 2 for use of a stall cation, and minimizes adverse effects of development. See LWRP Section ion criteria. 0 Yes ❑ No ❑ Not Applicable g2 2 lam( •L � 1 �\ Q r 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 q YesEl No ❑ Not Applicable �AOU30 WSjMJ'1'e-I"I�0 �re ' r r Atta&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 y Yes [] No 0 Not Applicable � Ib G�I I oQI t lb W.JU ( Aw IAKI 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 k� r Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes D No D Not Applicable f C esmL ve S 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 0 No Not Applicable e R 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. YesE] No❑ Not Applicable ZUZJ Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from h 38 for eval usolid tiand hazardous substances and wastes. See LWRP Section In—Policies; Pages 3 t g Yes ❑ NoEl.Not Applicable c e PUBLIC COAST POLICIES blic Polis 9. Provide for public access to, and recreational use of, coastal; Pa es 38 through 4public 6 for evaluation y ion resources of the Town of Southold. See LWRP Section III Policiees, g criteria. Ye�] No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES new Policy 10. Protect Southold's water-dependent uses and promote siting °o revaluation criteria. pdnt uses in suitable locations. See LWRP Section In—Policies; Pages 47 through 56 9.Yes ❑ No ❑ Not Applicable (\'O , V Q qJ Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable F I Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable ; Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable 7 CI � P . ------------------------------- --------------- c Created on 5125105 11:20 AM 'V . _ Short Environmental Assessment Form Part I -Project Information Instructions for Comaletina -Igljq 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. JAN ®4 2021 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 I–Project and Sponsor Information Name of Action or Project: Proposed front porch Project Location(describe,and attach a location map): 2280 Deep Hole Drive,Mattituck Brief Description of Proposed Action: Applicant proposes to construct a 7'x 26'front porch. Name of Applicant or Sponsor: Telephone:P 516-978-2816 Samuel J.DiMegllo,Jr. E-Mail: Address: 141 East Main Street City/PO: State: Zip Code: Huntington INY 11743 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 0 ❑ 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 government Agency? NO YES If Yes,list agency(s)name and permit or approval:Southold Town Trustees,N.Y.S.D.E.C.,S.C.D.H.S,Southold Town Building Department&ZBA El W] 3. a.Total acreage of the site of the proposed action? 0.40 acres b.Total acreage to be physically disturbed? 0.05 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.40 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Pagel of 3 SEAF 2019 5. Is the proposed action, NO YES N/A y a. A permitted use under the zoning regulations? ❑✓ ❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? JAN 0 4 2021 ❑ ❑✓ 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: Peconic Bay ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO ❑ b. Are public transportation services available at or near the site of the proposed action? a ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the 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: ❑ ❑✓ 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: On site sanitary system ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for F71 ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? IZI ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. IdenAfy the typical habitat types that occur on,or are likely to be found on the project site.uneck 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 by-thd State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? JAN 0 4 2021 NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ Z a. Will storm water discharges flow to adjacent properties? 0 ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: Leaders and gutters to dry wells 71 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES 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: ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Glenn E.Ju Date: Signature: Title:Agent PRINT F®RIVI Page 3 of 3 Board of Zoning Appeals Application JAN 0 4 2021 AUTHORIZATION (Where the Applicant is not the Owner) I, 5/MT VG-L �, hA,7 residing at (Print property Owner's name) (Mailing Address) do hereby authorize J)yy A (Agent) to apply'for variance(s) on my behalf from the Southold "Zoning Board of Appeals. (O ne ' Signature) S0&vfsL (Print Owner's Name) APPLICANT/OWNER 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 tale whatever f action is necessary to avo'iid,same.. , YOUR NAME: 1 ��'`�U�� X11 tZ • �n� applying in the name of someone else or other entity;such (Last name,first nam ,middle initial,unless you area pp company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION' (Check all that apply) JAN Tax grievance Building Permit 4 2021 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 you answered"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 sponse,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 /VbA" ,20a) Signature Print Name AGENT/REPRESENTATIVE 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 : 1 a,S4 , CT IP,00, J • (Last name,-firstame,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) _ _ ____ __ _ _ _ _ JAN ®4 2021 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 Submittedthis y of ,20 0 7 Signature Print Name Glenn U51 « •�� jR� ,• �,•__• P• '� t ` ' I.N. '' � •* ►�- ' � f`tea � ,as �— �••--- - ..�� .;� ��,\ � _��•____� 44 Al I Iv TRUSTEES Bul PE .q .n. ►� �/ ��.`o`rri+ .+. t t A-� ; \•. .C`� ••> ' i,,. `�.+.`}��. �.. 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'J,"/�'�� i� ��,�..• t�... ��•1 'r� `"•�,� t1Y. i�yY �'\ �, I MZvr .�Y'� ,, j�_7Q4 t ` ) °'�X� yyrr :hSa� n` W 1 4s'y •. , �.'— ` , I ' r'',!� \iy } " -�, ,r. �'t Y r�� -�' •;�- !a Y.. �:,. �, .y^ d, •� a '•� ,�f ,r: ��..r � .)1^: � I1•,t..\O(?�'lC'I1fC,, �•j•--. ;} .. ORD TOWN OF SOUTHOLD PROPERTY RECORD ( 7//0 OWNER STREET VILLAGE DIST --SUB: LOT FORMER OWNER-1- f (gy p N E ACR. S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value qD IMP. TOTAL DATE REMARKS AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre _ Ti e 1 Tillable 2 N Tillable 3 Woodland z Swampland FRONTAGE ON WATER i Brushland FRONTAGE ON ROAD -;' _ 7 95- House 5House Plot DEPTH a. S BULKHEAD Total DOCK SCTM # OF SOUTHOLD PROPERTY RECORD CARD TOWN DIST. SUB. LOT VILLAGE STREET OWNER j r7wv- ; by REMARKS -2 - - CR I , / t/ A IL x" "'ut. TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE 71 HOUSE/LOT FRONTAGE ON WATER BULKHEAD TOTAL J.M.0. Environmental Consulting Services December 19, 2020 Zoning Board of Appeals Town of Southold Town Hall Annex 54375 Route 25 =- _ P.O. Box 1179 Southold, NY 11971 Re: Property of Samuel J. DiMeglio, Jr. 2280 Deep Hole Drive, Mattituck S.C.T.M.No. 1000-123-4-6 To Whom It May Concern: Enclosed please find are eight copies of our revised application for an appeal of the Notice of Disapproval which was originally issued on February 19, 2020 (copy enclosed) and renewed on November 179 2020 (copy enclosed). Upon your review of the application please feel free to contact me at any time with any questions or comments that you might have. Res 4PJust le Phone (631) 653-0607 . Email Gjust10215@aol.com 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 ZBA TO TOWN CLERK TRANSMITTAL SHEET (Filing of Application and Check for Processing) DATE: January 5, 2021 ZBA# NAME OF APPLICANT CHECK # AMOUNT TC DATE STAMP 7469 DiMeglio, Samuel 474 $500.00RECEID JAN 1 1 2021 "too Nth Rd Tc4in C10 k , ^ TOTAL $500.00 Sent via-inter=Office to Town Clerk by: DW Thank you. SIR R .w -t �� 'f � m+^4." n+J t°A�yp� �n� t x� i ,..Yr a-.�a� ��kS i'_��-' r:'� -•� 3} �e t�d 3,yGlN.#' ,� 'I�"°l .?{ �„�� p �' ”` �f 4`4'. � t s 'i�„r*.,�'�•'�'w� gg':",E^,> -,.,w=� s { k �"�a`�",_'Sr.'.^. '•''GJx"^`�•�•:`>^,q:�*p .y p� *3 _ .�„,;;.:`�-�x'',S,"�`�=" x" ;s'-''�"�� „§�,-�.;�-' "„'q��v s"„+>k ,�`:�is,.,i; S'�..`�'s �;�, ""e;..�2`'��,'`, 5�0o ;`1Q14T�t'*7kf�2 '5 �1�sad-a?r1t, �nr�,�s .^�, ,�;" �:,; �t"= -s>p a„�'•^�,[. �ti €� "'�,;».�,^�:�;,, <aa`� ar,” n,�a, ,w �""¢ .- a a _: s 1: MAI �; N�,»w•�g�r";-w�; :��! - ;�=.<.`w"°;w-sr�,� t `>,s.�:e";':r�r��'r`..r.._9i_�,��t">^4^""s'. .,, .P?^wT,�� ;��`,'#(k';� -,�;��,-,�,a. ELIZABETH A.NEVILLE,MMC �� ,�y Town Hall, 53095 Main Road TOWN CLERK ® P.O.Box 1179 C Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p ® .� Fax(631)765-6145 MARRIAGE OFFICER �� ® Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®j `�o� FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: January 11, 2021 RE: Zoning Appeal No. 7469 Transmitted herewith is Zoning Appeals No. 7469 for Samuel DiMealio: �Notice(s) of Disapproval The Application to the Southold Town Zoning Board of Appeals ,, Applicant's Project Description Questionnaire ✓ Correspondence- La i-}c.i is i 7-h It 26 Certificate(s) of Occupancy J,,--Building Permit(s) Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, etc.) Misc. Paperwork- Copy of Deed(s) Findings, Deliberations and Determination Meeting(s) _,,,'Agricultural Data Statement Short Environmental Assessment Form ,/$oard of Zoning Appeals Application Authorization Action of the Board of Appeals _,ZApplicant/Owner Transactional Disclosure Form(s) _,/Agent/Representative Transactional Disclosure Form(s) :LWRP Consistency Assessment Form Photos Property Record Card(s) Maps- ,/Survey/Site Plan Drawings )own of Southold P 0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/11/21 Receipt#: 277304 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7469 $500.00 Total Paid: $500.00 Notes: Payment Type Amount Paid By CK#0474 $500.00 Dimeglio, Sam Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Dimeglio, Sam 141 East Main Street Huntington, NY 11743 Clerk ID: JENNIFER Internal ID.7469 1 / TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of plicant/Owner) n!w SCTM No. 1000- k j—q fp Address of Property) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ( ) Owner, (-j-_) Agent �' g_ residing at Ca � ►c� �� c�c New York, being,duly sworn, deposes and says that: On the JQLVI_day of , 20-3 (,I personally mailed at the_United V. States Post Office in New York, by CERTIFIED MAIL; RETURN RECEIPT REQUESTED, a e-copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the offcial records on fife with the (64� Assessors, or( ) County Real Property Office, for every property.which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applic s broperty. ( ignature) Sw to before me this day of — dvG , 2021 Ryan M.Gibbons Notary Public, State of New York No.OI G16276905 Qualified in Suffolk County (Not ublic) Commission Expires February 25,2021 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. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. TM 77 U.S. Postal See - Postal ServiceTi- I CERTIFIED MAIL@ RECEIPT CERTIFIED MAU RECEIPT Domestic Mail • tt Domesti.c mail On/y r-q — I C3 — I 117 Ir er nf)rm Pr t' C3 0 Hat 0 C3 — u! 7'V 20 A L C3 Uertifled'Mail Fee $3.60 9960 "177 Carl fled Mail a "j E r-3 r-1 $ $ V) RIC! 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No.,or DX )L rL- ... -"%*".; j f*- . fiqo 6. -------------------- r 1P+4 State --- - -Q ---h- U-- --------------------- -----96 IC7-- rll•l M I (q3!; Lia TM U.S. Postal Service U.S. Postal Service"' 'M CERTIFIED MAIL@ RECEIPT CERTIFIED MAILO RECEIPT Lr) Domestic Mail Only r3 Domestic Mail Only r3 03 For delivery information,visit our website at WWW-uSPS-c0m4D- C3 1, 1 C3 A L U FE New oYrF- F-V00 1 L% M =I- Mail Fee r-9 $3.60 Qertified Mail Fee (1960 C3 rvices&Fe (checkbaKadd ilb Q R to) 5 $3.60 40 1 C511r, El Return Receipt(haredsmpy) r-3 Extra Services&Fees(check box,add fe $ ffff' / V) ru []Return Receipt(electronic) $ MM10 ❑Returin Recelpt(hardcopy) $ C-i D E.— ou Certified Extra ra Se 96, fee at r-3 nstmark $ PTStmark r3 E]Certified Mall Restricted Delivery $ ff r1i*1 U rU ❑Return Receipt(electrcinic),, C%j Here 0- E3 ❑Certified Mall Restricted Delivery $ re r3 El Adult Signature Required $ N E:3 []Adult Signature Required" $ []Aduft Signature Restricted Delivery$ r-3 0 Adult Signature Restricted Delivery$ LZI Postage V $1.20 W- Postage rl- $ dr , V C3 $1.40 Total Postage and - 1�/I Cr \��' j32�2/2012 ni 65 Er Total Postage and Fees 02/12/2 $ ni $7.85 Er- SO W $ 0 FN S LAV-im Er Sent To No.,or BOXN. .1c). r-3 0 an L 91 14N ----- ---IF-'--Ara�h------ - ----------- Steel zi�nAp 0 0 C3 t t.N or PO 12ox -------------------- D- ---------------------------------------- - ---------------A tat CA k 1 107-7- L-, x AWY bil D U.S. Pbstal Service T11 tERTIFIED © RECEIPT Domestic Mail Only I r16- cO For delivery informatin,visit our website at WWW.USpS.com". E3 Vol It UP 1 Matt Y,1"52 A ,L Certified Mad Fee $3.60 N 0960 �q $ C L-1 ExtraServices&Fees(checkbaKaddfes to) C'A El Return Receipt(hardcopy) cl-i rU I-]Return Receipt(electronic) $--$Jl-On Postmark, E] Hat Mall Restricted Delivery $ 'Vv"Ae.. Hate' E=l E]Adult Signature Required $ ❑Adult Signature Restricted Delivery$ O Postage $1.40 1Z $ Total Postage and FOGS (12/12/2021 ru $ $7.85 Er S of To e 06t. --------------------- - 66'i ---------------------- C3 t ft kb 7 ----------------------------------------------------------- 69 J.M.0. Environmental Consulting Services February 16, 2021 Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971 Re: DiMeglio, 280 Deep Hole Drive, Mattituck S.C.T.M.No. 1000-123-4-6 To Whom It May Concern: Enclosed please find is the notarized Affidavit Of Mailings and the original Certified Mail Receipts for the Public Hearing that will be held on Mr. DiMeglio's application on March 4, 2021. W- Phone (631) 653-0607 - Email Gjust10215@aol.com 121 Jessup Ave - 2nd Floor - P.O. Box 447 Quogue, New York 11959-0447 1000-123-4-5.1 �q Thomas A. Palmer Irry Trust Karen Palmer Irry Trust P.O. Box 218 Cutchogue, NY 11935-0218 1000-123-4-7 John Estrada Kori Estrada 82 Beaver St. Apt 305 New York, NY 10005 1000-115-14-15 Sandra B. Coleman P.O. Box 364 Mattituck, NY 11952-0364 1000-115-14-16 Amy J. Praeger 2005 Deep Hole Drive Mattituck, NY 11952 1000-123-3-28 Town of Southold 53095 Route 25 P.O. Box 1179 Southold, NY 11971 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK pI � �'f�j r AFFIDAVIT OF In the Matter of the Application of: POSTING 0 (N 12 ' SCTM No. 1000- Vp3--ck fo (Name of plicants) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, ,��, residing at i)r1 r New York, being duly sworn, depose and say that: I am the ( ) Owner or(s4-Agent for owner of the subject property On the day of -1� o ;20 Zt,-T personally placed the Town's Official Poster on subject property located at: indicating the dateof hearing'and nature of application noted thereon, securely upon subject property, located ten(10) feet or closer from the street or right-of-Way (driveway entrance) facingihe 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 dat,w ' e ring date was shown to be / j ( caner/ gent gnature NPS\L100e*y oc� DE\X .S1�1537g2 VtAl0 Sworn to before me this y `� g QUa,\1t\ My G°m 4(Ny Public) * near the entrance or driveway entrance of property, as the area most visible to passerby k i � y a ...... ..... .."-- .'fad; T _.;_..,.-'.•• ._..__.....•...er-'..,-.-""'"'"` w,�, NOTICE OF HEARING The following application will be heard by the Southold Town Board of Appeals VIA ZOOM WEBINAR - REFER TO ZBA WEBSITE FOR AGENDA on http: Southoldtownny.gov NAME: DI MEGLIO, SAMUEL #7469 SCTM #: 1000-123-4-6 VARIANCE: YARD SE' BACKS REQUEST: CONSTRUCT FRONT PORCH ADDITION TO EXISTING SINGLE FAMILY DWELLING _ 4 DATE: THURS. MARCH 412021 10: 20 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. : r� ZBA Office telephone (631 ) 765-1809 N USPS Tracking® 0 FAQs > Track Another Package -}- 41 Tracking Number:70192970000201400914 Remove x Your Item was delivered to an Individual at the address at 2:27 pm on February 16,2021 in MATTITUCK,NY 11952. OV Delivered February 16,2021 at 2:27 pm Delivered,Left with Individual MATUIFUCK,NY 11952 Get Updates\/ Text&Email Updates u Tracking History u Product Information u m CD a 9 See LessSENDER: COMPLETE THIS SECTION • ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse so that we can return the card to you. LB. ✓ Agent ■ Attach this card to the back of the mail iece, 13 Addressee p ceived by(Printed Name) C. Date of Delivery t or on the front if space permits. 4 I. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: p No i7ee o go 16—' Z Cl✓e rola ,-E u�lc I I ( t q! II IIIIII I'll III I If III II II III I Il I II I II l II III ❑Adult Sign tue Restricted Delivery El❑RegisteMail red ed Mailp�r�''ess® 9590 9402 5971 0062 3568 26Eertified MailO 9 stared Mail Restricted ❑Certified Mail Restricted DeliveryDelivery ❑Collect on Delivery Return Receipt for 2 Article,Number_fTransfer,from service label) ❑Collect on DeliveRestricted Delivery ❑Signature ConfirmationT^+ 7 19 2170' 0 D p 2 Q 1 t}0 nsured Mail i z ?❑Signature Confirmation } 914'' psured Mad Restricted Delivery' t ' t ; 'Restricted Delivery t )ver$500) 4 Ps Form 3811,July 2015 PSN 7530-02-000-9053 - - ______ _ ——--`_ _�_ __ Domestic Return Receipt USPS Trackin9 e0 � FAQs ' Track Another Package ♦ 1 I^q 1f' 1 Tracking Number:70192970000201400907 Remove x Your item was delivered at 11:46 am on February 16,2021 in CUTCHOGUE,NY 11935. G Delivered February 16,2021 at 11:46 am Delivered CUTCHOGUE,NY 11935 Get Updates v Text&Email Updates u Tracking History v Product Information u CD m a 9 0 �c- See Less IP � SENDER: • •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. i nature IIIPrint your name and address on the reverse X Agent so that we can return the card to you. L,0&1drQssee ■ Attach this card to the back of the mailpiece, P. qekelved b 'n m) . Da of el ery or on the front if space permits. { , (p 1. Article Addressed to: 1 D. Is delivery address different from item 17 ❑ s t�S 7--`•'ry y If YES,enter delivery address below: ❑No 3. Service Type ❑Priority Mail Express® 13 AdultII I III II IIII II I II III II II I I III I II I II II II I I I I ❑Adult Signature a Restricted Delivery EJRegiste ed MMallTm ail Restricted 49-Certified Mail@) Delivery 9590 9402 5971 0062 3568 19 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise --D_Articin Numhr_?mnefcr_frnm mmica/ahall _ ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTm f �ed Mad :. ❑Signature Confirmation i ?019 2,9 7 0`. .0 0 0 2,.. 014 b. '09073' : le�d5 ail Restricted Delivery. ;i Restricted Delivery { J._PS Form 381.1,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS Tracking® FAQs > Track Another Package ♦ /h Tracking Number:70192970000201400853 Remove x Your Item was delivered at 11:51 am on February 16,2021 in SOUTHOLD,NY 11971. C✓Delivered February 16,2021 at 11:51 am Delivered SOUTHOLD,NY 11971 Get Updates u Text&Email Updates u Tracking History u Product Information uCD (D a 9 n See Less r -e COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A. Signature t ■ Print your name and address on the reverse X a, ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. R e' 5rif anted Name) C. ate�of elivery or on the front if space permits. i 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes f ToYYttz V SQ0_t i� = If YES,enter delivery address below: ElNo u� 't t__ ;'' ®L D,/yY S3®'iS ck`�21� „®L 11�`4p FEB 1 6 2021 \� 3. Service &j ❑Pdonty Mail Express® fl i llilll IIII Iii I�I III it II I I III I II I II 1I I�I I ❑Adult Signa F$ r1S'{�+�ery ❑Registered Mail fm Restricted f p�duified ail@ iced Certified Mail® Delivery 9590 9402 5971 0062 3568 02 ❑Certified Mail Restricted Delivery ❑Return Receipt for J ❑Collect on Delivery Merchandise 11 -"-"—""—" ^^--lect on Delivery Restricted Delivery";❑Signature ConfirmationTM,I 7 Q 19 :2 9 7 0002 014 0 D 8 5.3: fired Mail" _ l7!Signature Confirmation fired Mail Restricted Delivery=' Restricted Delivery over$500) \' PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS Tracking® FAQs > Track Another Package ♦ 1 � Tracking Number:70192970000201400860 Remove x Your package will arrive later than expected,but is still on its way.It Is currently In transit to the next facility. In-Transit February 19,2021 In Transit,Arriving Late Get Updates\/ Text&Email Updates u Tracking History v Product Information u T ID 6. Q d C1 See Less Can't find what you're looking for? Go to our FAQs section to find answers to your tracking questions. FAQs r ' COMPLETE • ° ° ° ■ Complete items 1,2,and 3. A. Signature ❑Agent ■ Print your name and address on the reverse X 13 Addresseeso that we can return the card to you. i ■ Attach this card to the back of the mailpiece, B e eived by ed Name) C at of livery or on the front if space permits. yl f 1. Article Addressed to: D. s delivery alldfess different from item 1? ❑Yes If YES,enter delivery address below: ❑No (tt --- -- - --- _ 1 II IIIIII illi IIS II IIIA ISI III I�I III II III�II 3. Service Type ❑ redilExpresso 1:1 Adult Registered Adult Signature Registered MadTM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mi iIO Delivery I 9590 9402 5971 0062 3568 71 ❑Certified Mail Restricted Delivery ❑Return MerchandiseurnReiptfor ❑Collect on Delivery ` —2--Art cle Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation714 I ❑Insured Mail 13Signature Confirmation 1 019 2 9?0 0 0 0 2 0140 0860 ❑Insured Mail Restricted Delivery Restricted Delivery (over$500) 1 PS Form 3811,July 2015 PSN 7530,-02 000-9053 Domestic Return Receipt USPS Tracking® FAQs > Track Another Package + Tracking Number:70192970000201400877 Remove X Your Item was delivered at 11:27 am on February 16,2021 in MATTITUCK,NY 11952. C✓ Delivered February 16,2021 at 11 27 am Delivered MATI-ITUCK,NY 11952 Get Updates Text&Email Updates u Tracking History u Product Information u m a Q X See Less COMPLETE •N COMPLETE THIS SECTIONON,DELIVERY ■ Complete items 1,2,and 3. A. Signature 1 ■ 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 ceived by(Printed Name) C. Date of Delivery or on the front if space permits. j 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No i 3. Service Type ❑Priority Mail Expresso El it ill II II II �I I�I I I II �I I I III I it I'I I it I I ❑Adult Sigdult nature Restricted Delivery 1:1 Registered Mail Restricted J Certified Mail@ Delivery 9590 9402 5971 0062 3568 88 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery ❑Signature ConfinnationTTM �2 Q 19 2 9 7 0 0002 Q14Q 0 8 7 7 ❑Insured Mad ❑Signature Confirmation l Insured Mad Restricted Delivery Restricted Delivery (over$500) I� Ps Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I r J.M.0. Environmental Consulting Services February 27, 2021 Zoning Board of Appeals Town of Southold 7RECEOWED Town Hall Annex � 54375 Route 25 MAR 0 % 2021 P.O. Box 1179 Zoning Board Of Appeals Southold, NY 11971 Re: Application # 7469, Samuel DiMeglio 2280 Deep Hole Drive, Mattituck S.C.T.M.No. 1000-123-04-006 To Whom It May Concern: Enclosed please find are the signed green signature cards that we have received for this project. ResfJust Gle Phone (631) 653-0607 • Email Gjust10215@aol.com 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 J. M.0. Environmental Consulting Services March 12, 2021 Town of Southold Zoning Board of Appeals Town Hall Annex r 54375 Route 25\P.0. Box 1179 ,/��1y yo iia. M 1 1.971 Re: Southold Town Zoning Board of Appeals Application7469 Samuel J. DiMeglio, 2280 Deep Hole Drive, Mattituc S.C.T.M.No. 1000-123-4-6 To Whom It May Concern: Enclosed please find is the final "Green Card" which we received for this application. We did not receive this until after the Public Hearing. Sincer y, Ge . Just Phone (631) 653-0607 • Email Gjust10215@aol.com 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 i AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICESOUTHOLD TOWN ZONING BOARD OF APPEALSTHURSDAY,MARCH 4,2021 at 10:00 AMPUBLIC HEARINGSThis PUBLIC HEARING will be held virtually via the Zoom online platform. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted.The public will have access to view,listen and make comment during the meeting as it is happening via Zoom Webinar. Details about how to tune in and make comments during the meeting are on the Town's website agenda for this meeting which may be viewed at http://www.southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://www.southoldtownny.gov/calendar.aspx.10:00 A.M.-JIM BRODSKY#7466-Request for a Variance from Article III,Section 280-15 and the Building Inspector's December 2,2020,Amended December 8,2020 Notice of Disapproval based on an application for a permit to construct an accessory garage in conjunction with a new single family dwelling;at 1)located in other than the code permitted rearyard;located at:1895 Pequash Avenue,Cutchogue,NY.SCTM No.1000-103-7-15.10:10 A.M.- VINCENT BERTAULT#7467-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's October 22,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling,and construct an in ground swimming pool;at 1)proposed additions located less than the code required minimum front yard setback of 35 feet;2)the accessory swimming pool is located in other than the code permitted rear yard;located at:95 Navy Street,Orient,NY,SCTM No.1000-26-1-12.2.10:20 A.M.-VINCENT BERTAULT #7468SE-Applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:95 Navy Street,Orient,NY.SCTM#1000-26-1-12.2.10:30 A.M.-SAMUEL J. DIMEGLIO,JR.-#7469-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's November 17,2020,Notice of Disapproval based on an application for a permit to construct a front porch addition attached to an existing single family dwelling;at 1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum combined side yard setback of 25 feet;located at:2280 Deep Hole Drive,(Adj.to Deep Hole Creek) Mattituck,NY.SCTM No.1000-123-4-6.10:40 A.M.-MICHAEL KREGER#7470-Request for a Variance from Article.III,Section 280-13 and the Building Inspector's January 6,2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1)more than the code permitted maximum two and one-half(2-1/2)stories;located at:985 Bay Shore Road,(Adj.to,Pipe's Creek)Greenport,NY,SCTM No.1000-53-3-13.1.10:50:A.M.-ROBERT AND DONNA DRUMMOND #7471-Request for Variances from Article III,Section 280-15;Article XXIII, Section 280-124;and the Building Inspector's December 16,2020,Notice of Disapproval based on an application for a permit to legalize an"as built"deck addition with hot tub attached to a single family dwelling,and to legalize an"as built"accessory shed;at 1)"as built"deck is located less than the code required minimum side yard setback of 10 feet;2)"as built"shed is located in other than the code permitted rear yard;located at:675 Private Road#12,(Adj.to Corey Creek)Southold,NY.SCTM No. 1000-87-4-7.1:00 P.M.-COTTAGE ON THIRD,LLC#7472-Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 13,2021 Notice of Disapproval based on an application for a permit to construct a new accessory pool house/garage;at 1)more than the code permitted maximum lot coverage of 20%;located at:850 Third Street,Greenport,NY,SCTM No.1000- 117-8-7.1:10 P.M.DAVID ZAPPULLA#7473-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's December 23,2020,Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single-family dwelling;at 1)located less than,the code required minimum front yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%;located at:810 Linnet Street,Greenport,NY.SCTM No. 1000-48-3-13.1:20 P.M.- JAMES AND LAURIE CARNEY #7474-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's December 15,2020 Notice of Disapproval based on an application for a permit to 377e8c50-e53d-42ee-95fb-6d 18cb3aafee kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS 370 `t AFFIDAVIT OF PUBLICATION The Suffolk Times construct additions-and alterations to existing single family dwelling;at 1) located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum rear yard setback of 35 feet;located at:No#Equestrian Avenue,Fishers Island,NY.SCTM No.1000-9-6- 3.1:30 P.M.,-CHRISTOPHER AND,MARIAN BRIGGS#7477-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's January 25,2021 Notice of Disapproval based on an application for a permit to legalize"as built"deck additions to an existing single family dwelling and to legalize an"as built"accessory shed;at 1)as built shed is located in other than the code permitted rear yard;2)as built deck is located less than the code required minimum front yard setback of 40 feet;3)as built deck is located less than the code required minimum rear yard setback of 60 feet;located at:320 Oceanic Avenue,Fishers Island,NY.SCTM No.1000-9-7-9.1.1:40 P.M.- KONSTANTINOS DIAKOVASILIS#7465SE—(Adjourned from February 4,2021)Applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at: 2095 Ruth Road,Mattituck,,NY.SCTM#1000-106.-7-6.1:50 P.M.-SUFFOLK COUNTY ENERGY STORAGE II,LLC#7463SE—(Adjourned from February 4,2021)Request for a Special Exception-pursuant to Article XV,Section 280-62B(5),the applicant Is requesting permission to construct and allow for public utility structures and uses;i.e.,battery energy storage system facility;located at 69430 Main Road(NYS Route 25),Greenport,NY SCTM No.1000-45-5-i.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 on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link:http://24.38.28.228:2040/weblink/Browse,aspx?dbid=0. Contact our office at(631)765-1809,or by email:kimf@sodtholdtownny.govDpted: February 16,2021ZONING BOARD OF APPEALS,LESLIE KANES WEISMAN,CHAIRPERSONBY:Kim E.Fuentes54375�Main Road(Office Location), P.O.Box 1179,Southold,NY 11971-0959 377e8c50-e53d-42ee-95fb-6d18cb3aafee kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS 371 Gvfl r DW JP-4-m AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk, The undersigned is the authorized designee of Andrew Olsen,the publisher of The Suffolk.Times,a Daily Newspaper published in'Suffolk County,New York. I certify that the public notice,a printed copy of which is attached hereto,was printed-and published in this newspaper on the following-dates: February 25;2021 This newspaper has been designated by the County Clerk of Suffolk County,as a'newspaper of record in' this county,and as such,is eligible to publish such notices. Signature Eliot T.Putnam Subscribed and sworn to before me, This_I__day of � r Notary SignatuC . ll 1p S'I'.4TE OF NEW PORK'. I�OTARF PUBLIC, ALB,N)' + GIRE639844.1 O Notary Public Stamp ''�,� �SS(O,y E -V5(��`��• 377e8c50-e53d-42ee-95fb-6d18cb3aafee kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS 369 BOARD MEMBERS ®f ®U�' -` Southold Town Hall Leslie Kanes Weisman,Chairperson �� ® 53095 Main Road-P.O.Box 1179 h® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Q Town Annex/First Floor, Robert Lehnert,Jr. �® ® y® 54375 Main Road(at Youngs Avenue) Nicholas Planamentoc®UNTY 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, MARCH 4, 2021 PUBLIC HEARING Due to public health and safety concerns related to COVID-19, the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the MARCH 4, 2021 Zoning Board of Appeals meeting will be held via video conferencing, and a transcript will be provided at a later date. The public will have access to view, listen and make comment during the meeting as it is happening via Zoom. Details about how to tune in and make comments during the meeting are on the Town's website agenda for this meeting which may be viewed at http://www.southoldtownnv.gov/a-qendacenter. Additionally, there will be a link to the Webinar Zoom meeting at http://www.southoldtownnv.qov/calendar.aspx. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. 10:30 A.M. - SAMUEL J. DIMEGLIO, JR. #7469 - Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 17, 2020, Notice of Disapproval based on an application for a permit to construct a front porch addition attached to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum combined side yard setback of 25 feet; located at: 2280 Deep Hole Drive, (Adj. to Deep Hole Creek) Mattituck, NY. SCTM No. 1000-123-4-6. 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 on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov Dated: February 18, 2020 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 i4o' TIGE F HEA' Rli4G The following application will be heard by the Southold Town Board of Appeals VIA ZOOM WEBINAR - REFER TO ZBA '-WEBSITE FOR AGENDA on h.ttpmm southoldtownny. ciov NAME : DI MEGLIO , SAMUEL #7469 SCTM # 00 1 000- 1 23-4-6 VARIANCE : YARD , SETBACKS REQUEST: CONSTRUCT FRONT PORCH ADDITION TO EXISTING SINGLE FAMILY DWELLING DATE : THURS . MARCH 4, 2021 70 : 30 AM You may review the file(s) on the town 's website under Town Records/Weblink: ZBA/ Board Actions/ Pending . IBA Office telephone (631 ) 765-1 809 • ��x �Yui xne;� � 2,3�'.�«tt�'t�r�'!�°r.v��''c�* t�'�'#' S. 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It#7384 aen(z 1000.71.1-4 i } #740&Nappa1000.88.1-1.5 Pase'1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Y Laserfiche Instructions ZBA Files Page 3 Laserfldie-WeT7Link", _____._ e Home ,'Broyrse_', Search _ TOWftOfSoutN7ld>Zoning BoardpfAto"Is 12641a BodrdAa.on4' Board Actions LLu—`— Name _— Page—t .. _ ._—J• _ Ea0 1 -En7rlr£,,`� � _ _ =--r Y• j 1957.1979 U3 1980-1999 tq -j Path ' ED 2000 T-05outholduoNng Board ;-_______ _._ r, ofAppeais lZBMBoard Actro �;.` X 2001 - 3.1 i Creation date 2ooz - -- -- -- --- —----—. — ---- --- ------ --— -- 7/10!20011221.55 PM „ 132003 • last modified ---- { 3/26]7D7711.36'07AM �.-. __,.n Fry _` � [2005 - _._.__. __. __.. _.___ __ _ __ __.. __._ _. ___ - ._._...__-.____ ___ _—_._. _ _... _________—•, h 1 r^` &B 2007 Na metadata asslgr9ed 23 2003 --- --- -- --_. _ ---- .. - - i.., 2009 I' 112010 -- - - - --- - -- •&Res9tts � � 1YxpaP t2011 if• In 2,012 kj 2013 tg 2014 fa MIS E3 2016 { f 2017 P,endt • S'dwx"'.:.tn�T.."•i� � l'_� Oamal nif•- � � � - -. � mnw�.� Above: Boa'rd''ActiIons are,listed by year. Click folder to open. All Special,Exception applications that•require Coordinated SEQRA Analysis are stared in "Pending". „ 1pme• bkse;-6ta7di,' TaSTVIb' >lA�uPBa?4!tlOPAp��JlsRON>0.'�71Actl0]Nn2017 �_w �.� 2017 -11 MM I'VE .-x11..^ !�,�h.,`: •3.�'...x._.Y�'..,� _ _ .. .,.- . _ .. ._._ _. .- _ _ _.__ ., Path, - , ®699) 90 Ooxd Ata WT efAPWb9aAy11AVd �'� X1001 100 awrdANam '��i ay m99 66 BoaAAdbn veadaldate 1 roll ]6 —dAn�ora LM 1-0"etl I �j.Jo13 ]S awrdA111ora W7N20179] 1AM 116 aoaraAmm,e m16 6I lbfrdAdmns Nan i'xlataaaly{nW m9] 9 9—dam 1 7016 % 9oard Acdo,a {( m19 Sa —,dArtbm - "1 mgt 59 DW rd AtlWM • �mT3 15 6oardANona _ - ' •� �)923 - - 339 awNARmm ' �'mN a9 9amdsa0oes 3 j:029 21. BoaNA<tbia g mea )3 90e1d A1]i0ns ,-' 927, _% aw,dsacma ' ,•�TOIe 63 e9araAmwa )029 3 Board Actlam � � 9!.'Tnanc[ ♦ a.��n Arllm� Above: See listed File Numbers. Click on file you are searching. L J Laserfiche Instructions ZBA Files Page 4 Above: In addition searching by file no.you can also use the above search tool by typing the name or title of the applicant. LaserllcheWebUnk- Home -:Brpwse SeaTih C"ton"I a Search ^—f ' Sortf65WtS'hy:-Relevance v - t Rscords Managemelrc -- `._.-------- -- -- , 97016 i fwa name Wald Actions-83 page(s) I1 C.!—field i Pagecount.83 Template name.Board Actions owl Page 3 Colin and Kristen Cashel PROPERTY LOCATION.162 Lower Shingle Hill,Fisher- - I Page 4 19.2017 07016,Cashel SCUM No 1000-9.1-26 minimus approval to renes., Page 5 y 19,2017*70I&Cashe1 SCTM No 1000-9-1-26 GRANT,thevarlanFes as_ Search nnms Page 9. COLIN&KRISTEN CASHEL SECTION 0D9 BLOC.. - ,{ Page 20 Thomas Ahlgren(Cashel),PO Box 342 fishers IslancLNY.. li ----`---�- - 5 Show more Information.. ®7018 Board Actions-56 page(s) ,,' ,-•� PagecounC56 Template name:Board Actions s Page 46.,430 A.M:COLIN CASHELAND Vartances under Anode IdSechon ANN_ Page 48._ance(s)KRISTEN CASHELS7016-RegVest proposed trellis located In other tha., ° `�'•i '�Show more lnrormation-, ' Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No: (District, Block and Lot) using the format'1000-111.4=1., L asseTffctie WebLiiiRI WIF Home�Bro3nm_: SearChY WToWnCifsauthold-Zoning Board ofAppedli(iWa"M1nOtWA&kndas"STo71Cesn-)iAng�- Mmutes&Mgendaskegal _ i .H Nameµ _.___ __ _. _._paage K.4 Notices/Hearings In 7957-1979 i•'A 61tf)+FTo eR[is i y 1980-1999 2000.2009 j Path 2010 TOWICTSaeinoRAZoning Board -.- ofAppeats i M20 11 - - LZB�itdrRutesr - NoticesVni-ilgs .t #a,2012 Creation date iR 2013 { 7/10/2001 257A0 PM , fQ 2014 't Last modlfted j^�d (a�:2015 12/16/2016 215:14 PM 2016 j ^n Metadata*rn —T>-�_ 't 2017 Y No metadata assigned Page 1 of 1 _ - "11 Enh Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed..:, » Laserfiche Instructions ZBA Files Page 5 Laserfkhe,WabUnk - - "_,{-'---- --- --- -_-_ - - _,NryV>re6latik 1•txap.P AbgUt,t "Home-' Browse• teaich' _ -_ wr: QfSa�T#PQtdx oningBaazdetAPPcais7= }>tTrna'fe,tn&en sftagal;NOGc sitl€a�21�&'s�2e11� '�`.`....<_..__.-......-.-...- .-.-. �•{. -_"...... .- z+.-...r-t+-, ,--r�_..�..,-.--.vim.-<-.-,-,.__.«.,w ..-.jr:...�.:i.Ys-> -.-.-..-, _ Vim: _"."�..'. ....� tiry ,,.'3r 4 � 2017 -- -------------------�----------- -----�e—"—�---'--------- i )ZB"1105@017 7 28A-01/05=7 Agenda 1 a ? Path ,. _. . . _ . .. ..... .......... .. .. , ..._ .,. ._.._ 1 ZBA-01105=17 Hearing 40 _i TowroDfSouthoidQon1q Bid - I CfAppeaiS t ZB"1105=7LN 3 Notices/Heartngs12017 i ZBA-01/1912017- i-•,' ( ZBA-01/19/2017Ageada 2 _ Cmdw date .. 12/1€/28162:15:16 PM : L)ZBA-OZ/0272017 7 --- - -- - - - -- - —--------- :i Last modified ZBA-QZ/07/Z6t7 Agenda 4 - - - - —- - -- d 6119/20174!53:59 PM .� ZBA•02/02/2017 Heanng 45 - -- - ; 4Eit}a3a";`.,.� rj ZBA-o2ro2R017 LN - 3 - -- - ---_ ZBA-02/16£2017ftenda 3 2 No metadata assigned ZBA-02/16720175pecW1 .3_ atthJpa�,lzrtun,MUs U ZSA-03r07/2017 Agenda ? ^ ZBA-03107/2017 Hearing 65 :•} U4 ZSA-03/62/2017LN 3 i f ; ZBA-03r16=17Agenda 3 L)ZBA-03116/M75pKW 3 41 ZBA-0-0!0612017 5 {{¢ 21 ZBh6a/06l2617 Agenda 4 j�•j I^ ZBA-0NOBF2017 Hearing. 44 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 qtr Town Hall Annex,,54375 NYS Route 25 P.G.Box 1179 Cz W M1j Southold,New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: February 1,2021 RE: INSTRUCTIONS'FOR PUBLIC HEARING The following policies are required by New York State Law Dear Applicant; Due to public,health and safety concerns related to COVID-19, the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the MARCH 4, 2021 Zoning Board of Appeals Regular Meeting will be held via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear°the meeting live, and make comments. 1. Yellow sign to post on your property a minimum of seven (7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than February 24, 2021. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of'Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of video conference meeting. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting �to be completed by you, notarized, and returned to our office by February 25, 2021, verifying that you have properly mailed and posted. Please attach a•photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. e 1 Instructions for ZBA Public Hearing Page 2 Please send by ` " ` ,' _ _ I e� the following documents 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. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by February 19, 2021. a. Legal Notice informing interested parties of meeting being conducted via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff, they may telephone 631-765-1809 or email us at kimfo,southoldtownnygov or elizabeth.sakarellos@town.southold.n. .us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be-,reached at 631-765-1937. Contact us via email or by phone if you need-further assistance. TownOfSouthold>Assessors >Assessment Books/Tax Rolls > 2010-2019>2019 http://24.38.28.228:2040/weblink/0/doc/1022250/Pa eg l aspx. ."`�"�r,�-;�`'- ;�„„„” §s 5x;s�' y E" -"� F ,s� � �� c ^ �a x„r ^�i.�#► >�ix . Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes Board Assistant BOARD MEMBERS ®� SaSouthold 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. �� 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento ®�e�C®U9� Southold,NY 11971 http://southoldtowiiny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ,1 January 5, 2021 Tel.(631)765-1809 •Fax(631)765-9064 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 #: 7469 Owner/Applicant: DiMeglio, Samuel Action Requested: construct front porch addition to existing single family dwelling Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary;,of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: Encls. Survey/Site Plan: Michael K. Wicks, Land Surveying, dated December 30, 2020 BOARD MEMBERS �� , Southold Town Hall Leslie Kanes Weisman,Chairperson �� riy� 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� 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento `,OU Southold,NY 11971 http://southoldtownny.gov RE LZONING BOARD OF APPEALS ENED � ��21TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 d`Tovvn Boar January 5, 2021 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office. Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref'No. #7469 DiMeglio, Samuel Dear Mark: ' We have received- an application to"construct front porch addition to existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 286 (Zoning Code), and survey map, project 'description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP`Section 268-5D is requested within 30 days of receipt dthis letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Survey/Site plan: Michael K. Wicks, Land Surveyor, dated December 30, 2020 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �� S�ujif� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes u, y� Town Annex/First Floor, Robert Lehnert,Jr. �O@ 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI�C�� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD March 22, 2021 Tel.(631)765-1809•Fax(631)765-9064 Glenn E. Just P. O. Box 447 Quogue, New York 11959 Re :ZBA_Application_#7469 Dij/leglio_ 2280 Deep Hole Dr. Mattituck SCTM No. 1000-123=4-6 Dear Mr. Just, Transmitted for your records is a copy of the Board's March 18, 2021 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 don't hesitate to contact our office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department - __t" 6'IDENCE ,�•('� PUBLIC v E416 ,HO WATER - -N wA>_L SRI V FILTER FABS+ W_ SURVEY OF P O SOIL STORAGE AREAl +6.65' PROPOSED 3x3 �00• o � R _ 330 00 L WASHOUT ASH 78 o00 63�' SITUATE AT MATTITUCK x 1 (10,8'MIN. +8, 8' PROP, OVERHEAD ELECTRIC TOWN OF SOUTHOLD �i a' DEPEND LP LP P, co SUFFOLK COUNTY, N.Y. SURVEYED: FEBRUARY 21, 2018 O72 04 5.0' T +6,75 LP, L E ' ADD. INFO: APRIL 23, 2018 HYDRO. SURVEY: SEPT. 24, 2018 _ ANG�L• REVISED: OCT. 17, 2018 LIMB OF Flll �� (+1?�.p�) 746 OPrPORCH ��'"`-- - ONLY N .f Q,0'. 1 10 MI . BE IN FRONT YARD' 2019 Y +7.22 11-4-"-IN• REVISED: SEPT. 17, TEST HOL31 E!` G.Gift 2S 46.0 +11.00 D.w �UMR OF FILL `7 NOT TO SCALE o'W' BEEDDRPoOOM � 3 A/C AND GENERATOR SLAB N F �o I F. -14 FRM1E RESIDENCE o COMP. MCDONALD CEOSCIENCE W M I LFL.6.o 0 IL 2/15/18 w NOFI- o O' GRADE ELEV. 8.50' Q y +4.85' FERn ER o BROWN LOAM OL V NO - 46.0 D ENT N �°(J Grp 16.0 •'+4,_98' 'THRU FLOC,PECKING• DEC 3 0 2020 N CERTIFIED TO: y ° -44 GRAVEL eELow 12x46 BROWN SILTY SAND SM +6.10 m PALE BROWN FINE � OPEN TE DECK 5' TO MEDIUM SAND SP SAMUEL J. DIMEGLIO JR. Q)C� � w r 2 JODI JACOBS Q \ ~ LIMIT OF D EP SED 4 0 SLAB WpOD FENCE ABSTRACTS INCORPORATED TITLE # 17-38-0150-11010F PROP TANK 3.5w NOTES: CHICAGO TITLE INSURANCE COMPANY EV q w ZONE X PEOPLE'S UNITED BANK N.A. � / /$ S 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 EV / +4, -INSTALL 2' NIGH N to*- EV Q yEp HAY BALES +4.25' SILT FENCE CAMBRIDGE STONE 2. LOT AREA =17,813 SQ.FT. (0.408 ACRE(S)) J WATER IN PALE q SiAlK ' BROWN FINE TO � � Q, � AREA \ WALL 99LF A7 50' 3. THIS SURVEY WAS PREPARED USING A TRIMBLE MEDIUM SAND SP �J !� 50'WIPE NON-D J c +4.8' BUFFER LINE S3 ROBOTIC TOTAL STATION. r� v, (LOCATION OF 4' 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS t5' ° w i,+ o WIDE PAIN TO BE PART OF THIS SURVEY. DETERMINED IN 5, ELEVATIONS REFER TO NAVD 1988 DATUM. Li > + etFUTURE) 6. EXISTING ELEVATIONS +10.00 PROPOSED ELEVATIONS (+10.00) 20' +3.09' FLOOD MAP DATA: 3 • • W MAP #: 36103CO482H WATER ENCOUNTERED 4.6' BELOW SURFACE ;! ZONE A ( L. 0 MAP DATE: SEPT. 25, 2009 50'WIDE NON-ate UFFR FLOOD ZONE: AE (EL.6) & X `I FUG#8 O 2,ff STANDARD NOTES: o W FLAG �4 __ -�� U1G FlAG f7 LL W 4 (� 1. COPYRIGHT 2018 MICHAEL K. WICKS LAND SURVEYING m FLAG 115 F 6 1. 0 ti ^ 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A NI o +2 01: FLAGGED�( '+ LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, .•✓ FLAG 0 C/) SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. ��TIDAL'NETLA D11EBER ASSOCIATESLLC) CHUCK HAM TO ( 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL to Q ti V ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL > CCII) • -MARCH , 016 H1GN W +2.43 � 'x'' ''l' WORK AND OPINION. o� FLAc l3 +1.52 X tV6 0??i?P RUNE Co q WAS PREPAR4. EDNS ON N ACCORIDANCCENWTHYTHERVEY CUR ENT EXISTINGGNIFY THAT CODECODE THE OF MAP AT69 32 62" 6', �4ti 1 PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE �8U(1(HEAD32.32 PS'O1 6 (/) T� ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, F~- FLAG i2 9a y� w TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. AA 1 i�03 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. Q +4.0f S A 3 O 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE 44" +1.41 O Ot NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND HOUSE - 529*28'O1= - v -- -- _- -- -- -- e'�' IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE J IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. 12.14 DEEDED PROPERTY LINE 0 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO = F.F. a. 12.5' N]'4036'2 'iR THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE w FINISHED GRADE EL 10.70 19.36, ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, o PER Ff. i' MIN. 36 POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER 1 4• MIN.�� CS TYPE OF CONSTRUCTION. 0 N INV. g COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED j CONCRETE -10.4`' OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. 1n FOUNDATION IW..4 SEPTIC TANK 000 GAL 19.4 Iui 9fL .EL LEACHING G4Lt EY +0.23 `r +0.44 +1.72 N EL-7.2 -0.22 -0.26 -0.28 _ - +4.00 -- 0.25 -0.21 HIGHEST EXPECTED GROUND WATER EL-4.2' F' -0.83 -0.79 -0.75 -0.80 -0.22T Q 0 p GROUND WATER EL-3.9' -0.84 �' \ +0.33 \ �' L �« / -1.34 -1.40 -1.45 -0.81 -0.25 -1.45 -153 +2.12 � �:,�! �• �;,l� -2.23 -2.23 -2.21 -2.35 -2.9 -0.77 -2.47 -2.49 -2.48 -2.47 -2.18 T• +"T' a -3.10 -3.09 -2.51 -2.43 -2.43 -1.27 -0.27 \ -3.14 -251 -2.15 +0.56 I , -3.50 -3.47 -3.18 -2.41 <... 1 aC; u LOT COVERAGE INFO: -3.95 -3.53 5x15 RMP-2'51 _2.53 -073 > F E LOT AREA =17,813 SQ.FT. -3.65 3.21 MICH 'ICKS,� P .S. #50390 / -4.15 -4.28 -4.15 -3.53 1.55 -0.26 UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. -3.85 3.65 308 -2.27 MICHAEL K. W ICKs 3 UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. DEEP HOLE C L' \ +0.55 BUFFER AREA =5,464 SQ.FT. -351 -311 -2.56 _152 -0.25 Y WETLANDS AREA =3,500 SQ.FT. _4� -4.n -4.55 -4.25 -4.35 LAND SURVEYING r % OF UPLAND COVERAGE _520 -5.55 -5.80 -4'60 _4'� -4.553 44 -2.52 -080 E ADDITIONAL INFO: zoo BELLE VIEW AVENUE, E PROP. RESIDENCE -1,920 SQ.FT. (13.4%) -6.10 _7.25 -5.35 -1.66 CENTER MORICHES, NEW YORK 11934 220 C.Y. OF FILL NEEDED FOR FRONT YARD -7.50 gg -5.43 _2.14 PROP. DECK =552 SQ.FT. (3.8%) 6x20 ILOAl1NG DOCK 90 -0'85 VOICE.• 631.874.0156 - FAX: 631.909.3845 PROP. PORCH =182 SQ.FT. (1.2%) -6.85 -2.45 www.wickslandsurveying.com a TOTAL =2,654 SQ.FT. (18.57.) -5,75 -1.54 ADDITIONAL INFO: � RECORDS OF RICHARDA o PROPERTY OWNER SAM DiMEGLIO -6.80 _215 SCALE: SURVEYED BY: DRAWN BY: SHEET: ADDRESS OF PROJECT: 2280 DEEP HOLE DRIVE MATTITUCK, NY pz 1"=30' B.W./S.S. J.W.W. 1 OF 1 -2.47 V " ��Ff ENCS PUBLIC q Y1�1 �W Z� w"� IN /� (f +�4 MACH E,W w__+�29-` •` �j V ��E w� FILTER FABRIC. +8.87' SURVEY OF P 1 +8.65' ^O L ��0, • k y R _ SOILSTORAGEE PSD 323 y [y' s30 �o, WASH BOX +8.83111!11, SITUATE l L - 78.00 "'•'" 5'MIN. AT MATTITUCK r V`� ;^- _ F Rnuz ti ' +8.i8' pRpP• OVERHEgp TOWN OF SOUTHOLD L ELEcrnlc pEPp LP LP V4 S r`� P. SUFFOLK COUNTY, N.Y. M f7.2> L E� 4 SURVEYED: FEBRUARY 21, 2018 5.0 .+ .75 L.P. .,CO ADD. INFO: APRIL 23, 2018 Flu (+1;.pp) 7z -- M `-�k- __�_ "'LUNG WILL ONLY HYDRO, SURVEY: SEPT. 24, 2018 LIMIT OF 10:0' 1 io'MI ]41 BE IN FRONT YARD" REVISED: OCT. 17, 2018 N TEST HOLE - +11.00 10'MIN. _LIMIT REVISED: SEPT. 17, 2019 � JAN 0 4 2021 �� y. G�115 � ' ��r�o0•o � D.w Flu REVISED: DEC. 30, 2020 NOT TO SCALE r.1 �` D.W. PROPOSED {SRY 3 A/C AND CEN COMP. MCDONALD CEOSCIENCE J ; i F� BEDROOM FRAME RESIDENCE GENERATOR SLAB 2/15/18 LFL.-s.o � d 0' GRADE _ _ ELEV. 8.50' y I +4.65' WON-FEnI ER o BROWN LOAM OL V N - 46.0 D ENT a BROWN SILTY SAND SM �O V� D 16.0 + +4.98' 'THRUDECKING' - oM CERTIFIED TO: o W o GRASS GRAVEL BELO +6.10 PALE BROWN FINE N 5' TO MEDIUM SAND SP SAMUEL J. DIMEGLIO JR. !Zj w OPEN GRATE DECK o JODt JACOBS ABSTRACTS INCORPORATED TITLE # 17-38-0150-11010 Q LIMIT 015iU E- POSED 4 p Slag 35W JE ECHICAGO TITLE INSURANCE COMPANY r�qW PROP TANK ZONE X NOTES:PEOPLE'S UNITED BANK N.A. V / �$10' 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 +�• s $ ' HIGH2. LOT ARF1{ 17,813 SQ.Ff. (0.408 ACRE(S))WATER IN PALE / G W lz� Qpl(Ep HAY BALES +425' SILT FENCE E STONEBROWN FINE TO 'N I q Q �� F AT 50' 3. THIS SURVEY WAS PREPARED USING A TRIMBLE MEDIUM SAND SP Q 5p'WIDE NON- R \ +4.8 NE S3 ROBOTIC TOTAL STATION. 15' ci+ \ OF 4'LnTH TO BE 4. PROPERTY CORNER MONUMENTS WERE NOT SET ASPART OF THIS SURVEY. NED IN5. ELEVATIONS REFER TO NAVD 1988 DATUM.+ a1' 6. EXISTING ELEVATIONS +10.00 PROPOSED ELEVATIONS (+10.00) 20'L JAN Q 4 2021 +3.os' r� FLOOD MAP DATA: WATER ENCOUNTERED 4.6' BELOW SURFACE -- y W MAP 36103CO482H =! ZONE A ( L ( j �,�0 MAP DATE: SEPT. 25, 2009 10 50'WIDE NON-DISTURBAN E UFO �+`-� FLOOD ZONE: AE (EL.6) & X 11 _ fB STANDARD NOTES: ; w FUG 14 #' FiAG J7 o _ I� \�W 1. COPYRIGHT 2018 MICHAEL K. WICKS LAND SURVEYING N O 'FLAG #5 �' 6 O � 2. UNAUTHORIZED ALTERATION OR ADDITION TO TH'S SURVEY MAP BEARING A +2?1' a LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, N 1 +� D N71RY-F1,p�;GED C9 SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. O / CH T 18 WEBER ASSOCIATES LLC) q 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL Ln_ CHUCKCH r V ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL C &FLAG#3 - HlGhf WA +2,43 Q�' WORK AND OPINION. +1.52 N 02?)?O16UNE N 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP Y N69.32'62"11 sS M q WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF U • '1-,_gULk ' PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE HE,gD FLAG/2 9� 92.32 �s'0 11.8 (/� 44 LIMI TEDTONPERSONS OF FFORIOWHOMNAL �THDE BOUNDAORYS SURVEYMAP15 PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE ##1 Ag LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. +4.02' SAAD �� S. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. Q 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE 0 HOUSE +141 -. _- -- O Off. NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED, IF ANY UNDERGROUND S',29•26'0=' C IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE J 12.14 DEEDED PROPERTY LINE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. 0 F.F, EL - 12.5' • 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO d FINISHED GRADE EL 10.70 N74 962 'lI THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE w 1.9.96 � ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, w 1 4�PER FT.WIN, V MIN. +1.16 POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER 1 TYPE OF CONSTRUCTION. INV. Elr <v 00 CONCRETE ONCR FOUNDATION 104 1,000 GAL INV. €L g COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED N �9B SEPTIC TANK -9.4 I B.EL LEAtCH11N�GAL,LEY +0.23 OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. w 5� _ +0.44 +1.72 � EL.-7.2' -022 -0.26 -0.28 -0.25 a _ ` '- +4.00 HIGHEST EXPECTED GROUND WATER EL�4.2' -0.21 N� 0 -0.83 -0.79 -0.75 -0.80 -0.22 \ �Q' Y�,,�L 1C. d.�-�� 3 GROUND WATER EL-3.9' -0.84 Q Q 00' +0.33 -1.34 -1.40 -1.45V) -CK,; 0 u -1.45 -0.81 -0.25 � :, 7, -2.23 -2.23 -221 -2.35 '{,_0� G� ^ -2.47 -2.49 -2.48 -2,19 -0.772 \ -2.47 -2.18 a -3.10 -2.51 -2.4' -2.43 -1.27 J -3.09 -3.14 -2.51 -2.15 -0.27 +0.56 6 -3.50 -2.41LOT COVERAGE INFO: -3.47 -3.18 4 -3.53 505 R4KP-2.51 -0.73 k.na.. v° LOT AREA =17,813 SQ.FT. -3.85 -3.95 321 -2.53 \ I �1�4EL CKS, P.L.S. #50390 E UPLAND AREA (INCLUDING BUFFER -415 -3.85 3.65 -0.26 Y =14,308 SQ.FT. -4.15 -4.28 -1.55 UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. -3.08 -2.27 BUFFER AREA =5,464 SQ.FT. DEEP HOLE C K - -2•� -0.25 +D' M CHAEL K• WICKS WETLANDS AREA -3,500 SQ.FT. -4.77 -4.55 -4.25 -4.35 3.51 -3.11 -1,52 �` c -6 -4.85 -480 -4.80 -3.44 -0,80 - LAND SURVEYING s OF UPLAND COVERAGE ADDITIONAL INFO: -5.20 -5.55 -5.80 -4.55 -2.52 -0.33 PROP. RESIDENCE =1,920 SQ.FT. (13.40 -610 -1.66 200 BELLE VIEW AVENUE, E PROP. DECK =552 SQ.FT. (3.8%) 220 C.Y. OF FILL NEEDED FOR FRONT YARD -7.25 _7�rp -5.35 -543 -214 CENTER MORICHES, NEW YORK 11934 PROP. PORCH =182 SQ.FT. (1.2%) sX2o R.oAnNG D09-" -0.85 VOICE: 631.874.0156 - FAX.• 631.909.3845 TOTAL =2,654 SQ.FT. (18.5%) -6.85 -2.45 w'ww.wicksla,ndsurveying.com 2 ADDITIONAL INFO: -5.75 -1.54s RECORDS OF RICHARD C. DRAKE PROPERTY OWNER SAM DiMEGL10 -6.80 SCALE: SURVEYED BY: DRAWN BY: SHEET: M ADDRESS OF PROJECT: 2280 DEEP HOLE DRIVE MATTITUCK, NY -2.15 V >_ 1"=30' B.W./S.S. J.W.W. 1 OF 1 ! -2.47 0 GENERAL NOTES: ELECTRICAL NOTES: 0 (G) 1. THE ARCHITECT / ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE 1. ELECTRICAL CONTRACTOR TO COORDINATE W/ OWNER & OTHER TRADES. (C) 34. IF PROPERTY IS IN WIND-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALLSUPERVISION OF THIS PROJECT. �E� E2. ALL ELECTRICAL WORK IS TO COMPLY WITH NEW YORK STATE, NATIONAL ELECTRICAL CODES, HAVE IMPACT RESISTANT GLASS AS PER (SECTION R301. 2. 1. 2), (G) 2. IT IS THE RESPONSIBILITY Of' THE CONTRACTOR TO FILE FOR AND OBTAIN ALL AND NATIONAL FIRE PROTEC11ON ASSOCIATION. CONVENTIONAL OUTLETS TO BE 18" ABOVE FIN. PROVIDE WOOD STRUCTURAL PANELS OVER ALR)(LAZED OPENINGS AS PER REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING FLOOR UNLESS OTHERWISE NOTED. SECTION R301. 2. 1. 2), (EXCEPTION) OF THE RESIDENTIAL CODE OF NEW YORK STATE. JURISDICTION OVER THIS PROJECT. (E) 3. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH ANDA _ E DR � VE (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL (E) 4. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.L. CERTIFIED MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE 2280 D CODE AND ALL OTHER APPLICABLE CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT OF THIS PROJECT. (E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC, TELEPHONE, ANTENNA AND WITH GLAZING OPENING. PANELS SHALL BE SECURED WITH NO. 8 SCREWS AT 12 " O.C. (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND CABLE T.V. SERVICE WIRING AS REQUIRED. MINIMUM 1 1/4" PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. NY ZEXISTING CONDITIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE (E) 6. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS (C) 35. ALL NEW WINDOWS SHALL HAVE A MINIMUM (DP) DESIGN PRESSURE RATING OF 30. z CODE PER MANUFACTURES SPECIFICATIONS AND MATTITUCK y EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT OF CHAPTERS 34-43 2015 INTERNATIONAL RESIDENTIAL (C) 36. PROVIDE JAMB CLIPS AS Q /ENGINEER OF RECORD SO 'THAT CORECIIVE STEPS CAN BE TAKEN. (E) 7. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MINIMUM 50 CFM OR OTHERWISE NOTED. (SECTION R609.7) OF THE INTERNATIONAL RESIDENTIAL CODE. (G) 5. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. CONTRACTORS EQUIPPED WITH METAL WEATHER HOOD, BACK DRAFT DAMPER AND INSECT SCREEN. (C) 37. IF SOLID 2" X 4 MULLION IS NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS (/� Z) ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. FANS LOCATED IN WALLS TO LIE FLAT (A MAXIMUM 2" EXPOSURE), THOSE MOUNTED IN ON ALL NEW WINDOWS (AS PER SECTION R609.8). 6. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. ROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION M1507. ALL STRUCTURAL STEEL TO BE A36 STEEL AND SHALL CONFORM TO A.S.T.M. SPECS. 5; U) ct �G� G7. OWNER/BUILDER RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF PLUMBING & MECHANICAL NOTES: EGRESS WINDOW NOTES: OCCUPANCY OR COMPLETION, OR U.L APPROVAL P 1. PLUMBING CONTRACTOR TO COORDINATED W/ OWNER & OTHER TRADES. W ` 8. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. ( Z�G� G9. OWNER IS RESPONSIBLE FDF; FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. P 2. BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD, KOHLER OR EQUAL R310.2 - MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL Q G 10. NO R IS RESPONSIBLE OR OR FINALS SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE �P 3. ALL PLUMBING WORK SHALL COMPLY TO THE INTERNATIONAL RESIDENTIAL CODE AND ALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET � ( ) OTHER APPLICABLE CODES, LAWS. RULES, REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 �2� � BUILDING PERMIT. (P) 4. PROVIDE ALL NECESSARY VENTILATION (AIR INTAKE AND EXHAUST) AS INTERNA11ONAL RESIDENTIAL CODE SQUARE FEET. W G 11. ALL LUMBER IS TO BE A MINIMUM OF DOUG FIR CONSTRUCTON Fb=1000 FOR REPETITIVE AND EQUIPMENT MANUFACTURES SPECIFICATIONS. R310.2.1 - MINIMUM OPENING HEIGHT. THE MINIMUM NET OPENING HEIGHT SHALL BE 24 IN20 CHES ��''� ) � � ( ) MEMBERS WITH E = 1.4 OR BETTER. (P) 5. HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE R310.2.1 - MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE (G) 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING OWNER'S H.V.A.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. INCHES. RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. (P) 6. PLUMBING SYSTEMS SHALL BE !NSTALLED IN ACCORDANCE WITH THE REQUIREMENTS R310.2.2 - WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL (G) 13. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE OF CHAPTERS 23-33 OF THE INTERNATIONAL RESIDENTIAL CODE. HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. EXECUTION OF THIS WORK TO ITS ORIGINAL CONDITION. (P) 7. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS < (G) 14. THE DRAWINGS ARE NOT TO BE SCALED - FOLLOW DIMENSIONS ONLY. OF CHAPTERS 12-23 OF THE INTERNATIONAL RESIDENTIAL CODE. 0 (G) 15. NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND (p) 8, FUEL GAS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OLLOWING MANUFACTURERS AS NOTED ON PLAN. APPROVAL OF THE ARCHITECT / ENGINEER OF RECORD. OF CHAPTER 24 OF THE INTERNATIONAL RESIDENTIAL CODE. ALL WINDOWS TO BE SUPPLIED BY THE F (G) 16. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN p . THE LICENSE PLUMBER, ELECTRICIAN, AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE ALTERNATE SUPPLIER UPON CLIENT'S REQUEST z ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. ( )9THE MODIFICATIONS AND/OR REPLACEMENT OF THE EXIIING SYSTEM. ANDERSEN WINDOWS,INC (G) 17. ALL WALLS DESIGNATED TO BE REMOVED ARE ASSUMED TO BE BEARING WALLS AND THE (P)10. NO PLUMBING TO BE IfJ EXTERIOR WALLS. 100 FOURTH AVENUE NORTH SURROUNDING AREAS MUST BE SHORED AND BRACED PRIOR TO ANY REMOVAL COMPONENTS / CLADDING / FINISH NOTES: BAYPORT, MN 55003-1096 (G) 18. ALL DESIGNS/DRAWINGS ARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL AUTHORITIES. NO WORK TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. (C) 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, CONFORMS TO AAMA/NWWDA 101/I.S. 2-97 ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBLITY FOR DELAYS IN APPROVALS BY THE ALL GLAZING WITH WITHIN 18qLFROM GLASS Sf(FLOORNTOABEDSAOFETY GLASS AND TYPES AS SHOWN ON PLANS. ALL WINDOWS ON PLAN TO HAVE A R.O. OF W-10 1/2" TO BOTTOM OF HEADER UNLESS ABOVE MENTIONED AUTHORITIES. (C) 2. ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, STANLEY OF EQUAL OTHERWISE NOTED. (G) 19. CONTRACTOR SHALL DISCONNECT , CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY OR UNLESS OTHERWISE NOTED. SIZES AND TYPES AS PER PLANS. UTILITY LINES IN AREA OF (JEW FOUNDATION (CONSTRUCTION) AND SHALL USE HAND (C) 3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION WITH SMOKE/ CARBON MONOXIDE DETECTOR NOTES: EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTTLITIES AND SERVICES. IF ANY LINES INTEGRAL VAPOR BARRIER ON WARM SIDE .CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER SHALL BE INSTALLED AS PER THE 2015 INTERNATION RESIDENTIAL CODE - SECTION R314. ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN C 4. R-VALUES ARE SHOWN ON DRAWINGS. ALL SMOKE DETECTORS TO BE LINE VOLTAGE WITH BATTERY BACK-UP AND WIRED EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. �C� 5. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD, COVER WITH ALUMINUM OR VINYL IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL EACH FLOOR (G) 20. ENGINEER AND CONSULTANTS SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT (PROVIDE VENTILATION CONTINUOUS VENTILATION AT CATHEDRAL CEILINGS). LEVEL TO NAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR (C)6. CONSTRUCTION AS NOTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE of NEW SMOKE DETECTOR. ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR. PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, YORK STATE CONSTRUCTION OF THIS PROJECT. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH LEVEL OF SINCE THESE ARE SOLELY 'ME CONTRACTOR'S RESPONSIBILITY. THE ENGINEER AND (C) 7. ALL INTERIOR DOORS ARE TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE. THE DWELLING, INCLUDING A BASEMENT or CELLAR. CONSULTANTS SHALL NOT 13E RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO (C) 8. WINDOWS AND DOORS SHALL 11 PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND CARRY OUT WORK IN ACCCRDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL WEATHER-STRIPPED. NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, (C) 9. ALL GLAZING WITHIN 36" FROM THE TOP OF STAIRS AND LESS THAN 60' FROM WALKING SURFACE ALL LUMBER TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING TO HAVE SAFETY GLAZING, AS PER SECI1ON R308.4. BETTER. MINIMUM Fb 1000P.S.1. PORTIONS OF THE WORK. (C) 10. ALL GLAZING IN DOORS AND EN(,`LOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND TO PREVENT GALVANIC CORROSION ALUMINUM AND COPPER SHALL NSIT BE IN DIRECT G 21. THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS, SHOWERS TO BE SAFETY GLAZING, AS PER SECTION R308.4. CONTACT WITH EACH OTHER, THIS INCLUDES COPPER PRESSURE TREATED WOOD (ACQ). W ( ) (C) 11. ALL GLAZING (WINDOWS) WITMN BATHROOM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, and OTHER COPPER WOOD TREATMENTS. WHERE USED (IE: PLATES and SILLS IN CODE ZONING DEFICIENCIES AND/OR NON-CONFORMING USAGE'S. AS PER SECTION R308.4. CONTACT WITH GRADE) ALL FASTENERS MU STAINLESS STEEL INCLUDING NAILS. U (G) 22. THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM (HEATING AND �Cc� 12. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. PROOF OF PRODUCT MUST BE SUBMITTED TO INSPECTOR AT JOB SITE.0 BECOME UNSAFE, INSANITARY OR OVER LOADED. N ALL CLOSETS. WPLUMBING�AND ELECTRICAL T 13. PROVIDE 1 Ile WOOD CLOTHES ROD I (G) 23. THE CON ACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERI1FlCAlES. C 14. PROVIDE GUTTERS & LEADERS, GUTTERS TO BE SEAMLESS TYPE, LEAD RAINWATER AWAY FROM FOUNDATION. CRETE & STEEL NOTES: 15. EXTERIOR STEPS AND LANDING, IF 18" OR MORE ABOVE GRADE TO HAVE HANDRAIL.CONVERIFY ALL EXISTING3 COATS READY FOR PAINT. 1 2 INCH SHEETROCK FOR CONTRACTOR TO W Wo = (S) 1. ALL CONCRETE TO BE 3000 PSI. 28 DAY TEST and MUST HAVE 5 to 7% AIR-ENTRAINMENT O. PER (R �C� C16. ALL GYPSUM SHALL BE TAPED AND SPACKLED ( ) / / FOOTINGS AND FOUNDATIONS PRIOR TO _ CL 402. 2). PROVIDE 5/8' DIAMETER x 12" LONG (7" PENETRATION INTO CONCRETE) with 3" SQ. ALL WALLS & CEILING'S. 5/8 lY'r E X FOR ALL GARAGE AND MECHANICAL ROOMS. 1 2 INCH M GREENBOARD O W ~ WASHER/PLATES ANCHOR BOLTS SPACED A MAXIMUM OF 32 INCHES O.C. ANCHOR BOLTS SHALL ALSO FOR ALL BATHROOMS. THE START OF CONSTRUCTION. BRING ANY W OM THE ENDS OF EACH PLATE SECTION. EXCEPTION: FOUNDATION 17. ALL FINISHES SHALL BE AS DIRECTED BY OWNER. DISCREPANCIES TO THE ATTENTION OF THE BE LOCATED WITHIN 12 INCHES FR (C) J VALENT ANCHORAGE TO 1 2" DIAMETER BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD V LL! 0 ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT (C) 18. RATED PARTITIONS TO HAVE TOP AND E3 DESIGN PROFESSIONAL _ ANCHOR BOLTS AS PER (R 403. 1. 6) PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE WEATHER PANEL JOINTS PROPERLY TAPED AND SPACKLED, (3) COATS. � AND GARAGE FLOOR SLAEIS TO BE 350OPSI AS PER(R 402. 2). FOOTINGS TO BEAR ON VIRGIN SOIL (C) 19. ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PART111ON TO BE SELF-CLOSING AND FIRE RATED HEATING, A/C, AND PLUMBING N S 2. BOTTOM OF EXTERIOR FOOTINGS AND OR GRADE BEAMS TO BE 3'-0" MINIMUM BELOW GRADE. AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZAITON CONTRACTOR TO FUROUT OR BOX OUT/ S 3. SOIL COMPACTION TO BE NO LESS THAN 95% MODIFIED PROCTOR TEST. ON THE DOOR EDGE AS PER SECTION R302. WALLS AS NECESSARY TO RUN PIPES OR S 4. STEP FOOITNGS DOWN AS REQUIRED TO VIRGIN SOIL ( ) DUCTS. IF NEEDED DRILL AND NOTCH C 20. EXISTING PARTITIONS WITHIN FIRE RATED ENCLOSURES TO RECEIVE ONE LAYER OF 5/8' THICK TYPE "X" S 5. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM FIRECODE GYPSUM WALLBOARD PROPERLY FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, OF FOOTING ELEVATIONS CHANGE. AND SPACKLED AS PER SECTION R302. STUDS AND PLATES AS PER SECTION S 6. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. C 21. RATED CEILINGS TO HAVE ONE LAYER OF 5/8" THICK TYPE"X" FlRECODE GYPSUM WALLBOARD PROPERLY 8602. 6 TO R602. 6. 1 OF THE 2015 S 7. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM. ( ) INTERNATIONAL RESIDENTIAL CODE. S 8. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL, PLUMBING, FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, AND SPACKLED AS PER SECTION R302. MECHANICAL, ETC.. COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC. AS REQUIRED. (C) 22. ALL CLOSET INTERIORS BY 011,:R. CONTRACTOR TO PROVISED ADEQUATE BLOCKING FOR OWNER (S) 9. BACKFILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 95%MODIFIED PROCTOR DENSITY. INSTALLED CLOSET INTERIOR. (S) 10. SLABS ON GRADE SHALL BE MINIMUM 4" THICK 3000 PSI CONCRETE (INTERIOR) 3500 PSI CONCRETE (C) 23. PROVIDE 1/2" GYPSUM ;".'AL i Si ARD AT ALL WALLS, TAPED AND SPACKLED, (3) COATS READY FOR PAINT Table R401 .4.1 (EXTERIOR & GARAGE FLOORS) WITH 6"X6", 10/10 WELDED WIRE MESH. PROVIDE 6 MIL VAPOR BARRIER. UNLESS OTHERWISE NOTED. IN,-.TALL 'WONDERBOARD" BEHIND AND AROUND TUBS, TOILETS, VANITIES, (S) 11. ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. AND WASHER/DRYER AREA. T A 8 L E R 401.4.1 (S) 12. PITCH GRADE AWAY FROM BUILDING, STORM WATER IS NOT PERMITTED TO FLOW ONTO (C) 24. INSTALL OWNER SUPPLIED CERAMIC 11LE AT NEW BATHROOM FLOORS, 48" AT WALLS AND FULL HEIGHT LOAD-BEARING ABUTTING PROPERIIES. AROUND TUBS. 11LE AT FLOOR TO BE THIN SET ON 3/4" EXTERIOR PLYWOOD (B/C) SUBSTRATE OVER PRESSURE (S) 13. CONCRETE FOUNDATION WALLS TO BE POURED MONOLITHIC. NO HORIZONTAL JOINTS SHALL BE PLACED SUB-FLOOR. PROVIDE MARBLE SADDLE AT DOOR. CLASS OF MATERIAL (pounds per sq. ft.) IN WALLS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. (C 25. NEW INTERIOR WALL TO BE 1/_'° GYPSUM WALLBOARD ON 2 x 4 FRAMING, 16" O.C. f (S) 14. PROVIDE ACCESS & CROSS VENTS IN ALL ATTICS & CRAWL. SPACES. VENTS TO BE A MINIMUM 1 SQ. FT. (C�26. INSTALL NEW CONCEALED PULL DOWN LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER CRYSTALLINE BEDROCK 12,000 ON UNDER FLOOR AREA AS PER SECTION R408. (C) 27. ROOFING UNDERLAYMENT TO BE INSTALLED AS PER R905. 1. 1 UNDERLAYMENT APPLICATION. SEDIMENTARY and FOUATED ROCK 4,000 (S) 15. ALL WOOD SILLS IN CONTACT WITH SOIL, MASONRY, OR CONCRETE TO BE PRESSURE TREATED, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), SANDY GRAVEL.and/or GRAVEL GW and GPT 3,000 AS PER SECTION R317 AND R318. UP TO FOUR UNITS VERTICAL IN 12 UNIT SHORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL and CLAYEY GRAVEL 2000 APPLICANT (S) 16.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER. PROVIDE PROTECTION OF WOOD and WOOD BASED SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH (SW, SP, SM, SC, GM, and GC) PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON BOTTOM and 1/2" on SIDES and END AS PER R317. WIDE (483 MM) STRIP OF UNGERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, CLAY, SANDY CLAY, SILTY CLAY, CLAYEY 1,500 (S) 17. THE EXTERIOR SURFACE' OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE SILT, and SANDY SILT DAMP-PROOFED WITH AN ELASIIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. (914 MM) SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES 4483 MM) (CL, ML MH, and CH) PROVIDE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS. AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMEN SHALL �S� 18. BEARING PLATES SHALL BE PROVIDED FOR STEEL RESTING ON MASONRY. " NOT INTERFEREWITH THE ABILITY OF THE SHINGLES SEAL. FOR ROOF SLOPES OF FOUR UNITS Table R403.1 S 19. MINIMUM STEEL PROTECTION 3/4 FOR SLABS, 1 FOR INTERIOR FACE WALLS, 1-1/2 FOR BEAMS AND VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL GIRDERS, 2" FOR COLUMNS AND EXTERIOR FACE OF WALLS 3' FOR FOOTINGS, PIERS AND PEDESTALS. BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE T A B L E R 403.1 (S) 20. WELD BASE PLATE TO COLUMN, PROVIDE (4) 12" LONG 374" DIA. (A307) ANCHOR BOLTS. WELD PLATE TO FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED LOAD-BEARING VALUE OF SOIL(PSF) TOP OF COLUMN, PROVIDE (4) 3/4" DIA. (A325) BOLTS. STEEL FLITCH PLATE TO BE BOLTED WITH 5/8 DIA. C 28 ICE BARRIER. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE BOLTS WITH WASHERS, 16' O.C. STAGGER TOP AND BOTTOM, (2) BOLTS 12' FROM EACH END. ALL NAILERS ( ) EAVES CAUSING A BACKUP OF WATER AS DESIGNEIED IN TABLER301. 2(1), AN ICE BARRIER THAT 1,500 2,000 3,000 4,000 DANIEL BURKO DESIGN LLC TO BE BOLTED WITH 1/2" DIA. GALV. THROUGH BOLTS WITH WASHERS ® 16 O.C. STAGGER TOP AND CONSISIT OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A 138 SOUTH 1ST STREET,SUITE 103 BOTTOM, PROVIDE BLOCKING AS NECESSARY. A MINIMUM SOIL BEARING SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL CONVENTIONAL LIGHT FRAME CONSTRUCTION LINDENH)482- 85 11757 (S) 21. IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY I A SOL PEST, _ BURK 82-7858 CAPACITY OF 2,000 LB. / SQ. FT. AS PER ( R401.4.1 )(CHAPTER 4 OF THE 2015 IRC UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE (EAVE) OF THE ROOF SURFACES TO A 1-STORY 12 12 12 12 DANIEL8URK0@GMAIL.COM (S) 22. FOUNDATION WALLS TO TIE INTO EXISIING WALLS WITH #5 RODS AT 18 O.C. VERTICAL DRILLED DOWN AT POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 2-STORY 15 t2 12 12 45 DEGREES (AND GROUTED IN) INTO EXISTING FOUNDATION WALLS. RODS TO EXTEND INTO NEW AND (C) 29. ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905. 2. 8 FLASHINGS. FLASHING 3-STORY 23 17 12 12 EXISTING WALLS 8' MINIMUM. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED ,-INCH BRICK VENEER OVER LIGHT FRAME or 8-INCH HOLLOW CONCRETE MASORNY STRUCTURAL ENGINEER (S) 23. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCLUDING ALL CONNECTIONS, SHALL IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S t CONFORM TO LATEST A,I.S.C. SPECIFICATIONS. PRINTED INSTRUCTIONS. R905. 2. 8. 1 BASE AND CAP FLASHING. BASE AND CAP 1-STORY 12 12 12 12 (S) 24. ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRESS (Fb) of 24,000 P.S.I. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION 2-STORY 2t is 12 12 II (NON-COMPACT SECTIONS DESIGN FOR 22,000 P.S.I.). ALL OTHER SECTIONS DESIGN FOR 22,000 P.S.I. INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF 3-STORY 32 24 16 12 (S) 25. ALL FIELD CONNECTIONS SHALL BE A MINIMUM OF 5/8" DIA. BOLTS (A325). SHOP CONNECTIONS TO MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING 8-INCH SOLID or FULLY GROUTED MASONRY BE BOLTED OR WELDED. WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET (3.76 KG/M2). CAP FLASHING (S) 26. ALL WELDING SHALL C13NFORM TO A.I.S.C. AND A.W.S. SPECIFICATIONS. SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) 1-STORY 16 12 12 12 FRAMING NOTES: THICKNESS. R905. 2. 8. 2 VALLEYS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE 2-STORY 29 21 14 12 4"X 4" POSTS UNLESS OTHERWISE NOTED. WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. 3-STORY 42 32 21 16 (F) 1. ALL HEADERS TO BE SUPPORTED BY VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 2. (2) 2 x 8 HEADERS OVER OPENINGS UNLESS OTHERWISE NOTED. PACIFIco ENGINEERING,PE �F� F3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS & AROUND ALL OPENINGS, SUCH AS STAIRS A. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONIAL JUDGMENT ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL 700 LAKELAND AVENUE,SUITE 28 LINING SHALL BE AT LEAST 24 INCHES WIDE AND OF ANY OF THE CORROSION AND SKYLIGHTS. DOUBLE JOIST UNDER ALL POSTS. (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID (BLOCKED AT MID SPAN OF WALL MINIMUM BEARING -RESISTANT METALS IN TABLE R905. 2. 8. 2 RESIDENTIAL CODE, 2nd PRUNING AS ADOPTED BYNYS AND THE 2016 SUPPLEMENT AND AS PER (R 311.2.1.1) DESIGN CRITERIA and ARE DESIGNED IN ACCORDANCE BOHEMIA WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MARUAL FOR ONE AND TWO FAMILY DWELLINGS. 631-988-0000 FOR JOISTS TO BE 3 1/2' ON INTERIOR. B. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, MAP//�� (F) 5. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS M, SHALL BE PERMITTED. TABLE RR301.2 i FDATED I�If^9P F 6. PROVIDE SOLID BRIDGING FOR WOOD JOISTS, MAX: 8'-0" O.C. THE BOTTOM LAYER SHALL SE 18 INCHES AND THE TOP LAYER A MINIMUM OF CUMAnc Arra GEOGRAPHIC DESIGN TO DAMAGE A - ITICIA u COUNTY) �F7. ALL CAP PLATES TO BE DOUBLED, AND NAILED 14ITH 101 NAILS AT 12" O.C. 36 INCHES WIDE. MIND DESIGN SUB ECT TODAIMAGEiRgd REVIEWED �O� NEW�� F 8. ALL WOOD FRAMING TO BE MINIMUM OF 8" ABOVE GRADE. C.FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING GROUND SEISMIC rRolSr LINTER ICE 9ilElD 1�Y F 9. ALL INTERIOR WALLS TO BE FRAMED WITH 2" X 4" STUDS ® 16" Q.G. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINO-BORNE DESIGN LRNE DESIGN UNDERLAYMENT ROOD TUR FREEZING MEAN ANNUAL COMPLYING WITH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 LOAD MPH EFFECTS` REGION' DEBRIS ZONE" CATEGORY' WEATHERING` DEPTH` MWITEI TEMP. REQUIRED HAZARDEP INDEX TEMP' F10. PROVIDE SOLID BLOCKING UNDER ALL POSTS BETWEEN FLOORS TO TOP OF FOUNDATION WALL " AND 2 ABOVE SHALL BE PERMITTED. SELF ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING 2s PSF 130 MPH NO NO NO B SEVERE 3 RIEET MODERATE 20 YES BUILDING DEPT. EPT 496 DECISION #` �'' F'ACI,�� IFI 11. ALL SHEATHING SHALL BE 1/2" CDX EXTERIOR (GRADE PLYWOOD, NAILED WITH 8d COMMON NAILS 0 6 O.C. WITH ASTM D 1970 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL_ AT PANEL EDGES AND ® INTERMEDIATE SUPPORTS IN THE PANEL FIELD OR FOLLOW NAILING SCHEDULE. (C) 30. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A G.TO ESTABLISH ROOD HAZARD AREAS, EACH COMMUNITY REGULATED UNDER TITLE 19, PART 1203 OF TME OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OF ROOD PROVIDE SOLID BLOCKING AT ALL SHEATHING EDGES. MINIMUM OF 2 INCHES (51 MM). EAVE DRIP EDGES SHALL EXTEND 0.25 INCH (6.4 MM) BELOW THE STATE OF NEW YORK (NYCRR)SHALL ADOPT A FLOOD HAZARD MAP AND SUPPORTING DATA. THE FLOOD HAZARD MAP SHALL INCLUDE, AT A MINIMUM, SPECIAL - * � (F) 12. ALL SUB-FLOORS TO BE 3/4" PLYWOOD NAILED WITH 8D g 6" O.C. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN IHE ROOD INSURANCE STUDY FOR THE COMMUNITY, AS AMENDED OR RENSED WITH: F 13. ALL WALL CORNERS 1'0 BE MIN. THREE STUDS NAILED 1I1H 101 NAILS AT 12" O.C. SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305MM) ON CENTER. A CRICKET EDGES OF PLYWOOD. INSTALLED D THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES I. THE ACCOMPANYING FLOOD INSURANCE RATE MAP(FIRM), e �F� 14. BLOCK STUD WALLS AT HALF STORY HEIGHTS AND UNSUPPORTEDOR SADDLE SHALL BE INST it. FLOOD BOUNDARY AND FLOODWAY MAP(FBFM), AND ID FRAMING HANGERS TO BE HOT DIPPED GALVANIZED. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS III. RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. �F 15. ALL NAILS, BOLTS, AN " WIDE. F� 16. ALLOW A MINIMUM OF 18 BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COAT ROOF COVERING. THE ADOPTED ROOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND ( ) OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER (ACQ). C 31. ALL NAILERS TO BE BOLTED WITH %" DIA. (GALVANIZED AT EXTERIOR) THROUGH BOLTS YIITH WASHERS DECLARED TO BE PART OF THIS SECTION. A t3J'�SSIC3CL (F) 17. PROVIDE DOUBLE HEADERS AT ALL FLOOR, CEILING, STAIR AND ROOF OPENINGS. ALL @ 16" O.0 STAGGER TOP AND BOTTOM, PROVIDE BLOCKING AS NECESSARY, PROVIDE FLASHING AT N.THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE OI'VEN IN FIGURE R301.2(5)FOR STIES AT ELEVATIONS UP TO 1000 FEET. SITES PROFESSIONAL SEAL HEADERS TO BE A MINIMUM OF (2) 2 X 6 UNLESS OTHERWISE NOTED ON PLANS. TOP OF EXTERIOR NAILERS. (F) 18. FLOOR JOIST'S SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS OR BLOCK ®16" O.C. (C) 32. R905. 2. 5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE.8Y 2 PSF FOR EVERY 100 FEET ______ ABOVE ATI FEET. APPLICATION NUMBER F 19. STAIR TREADS SHALL BE 1 1/4" THICK CLEAR OAK, UNLESS OTHERWISE NOTED. STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE 0.105 INCH (2.67 ATEMM) SHANK �F� 20. ALL STAIRS SHALL BE IN ACCORDANCE WITH (SECTION R311 and N.Y.S. 2016 SUPPLEMENT and R308.4.6). WITH A MINIMUM 3 8-INCIi 9.5 MM DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE Climate zone is 40 / ( ) INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TETdPERATURE'.OF NOT LESS THAN F 21. DOUBLE ALL JOIST AROUND FLOOR, CEILING, AND ROOF OPENINGS, USE JOIST HANGERS. THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. 68 DEGREES FARENHOT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2015 IIMC 309.1) JOB NUMBER WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 MM) THICK, THE FASTENERS SHALL SYTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING F 22. ALL WOOD CONSTRUCTION CONNECTORS TO BE FROM SIMPSON STRONG-TIE OR EQUAL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALLCOMPLY WITH ASTM F 1667, DEGREE DAYS(NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15, DRY BULB 89, WET BULB 75(2015 IPC: APPDX D) 2018 RESIDENTIAL F 23. ALL EXTERIOR WOOD CONNECTORS TO BE HOT-DIP GALVANIZED (1111. 33. R905. 2. 6 ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED Also as per 2015 IBC Chapter 16 section 1609 and ASC:7 - wind exposure category and surface iroughness Is 8, Use C for both F 24. WALL CONSTRUCTION - WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (C) south shore and Fire Iisland. DATE SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF TOWN OF(SLIP IS WITHIN A HURRICANE PRONE REGION 02_27_20 WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL. SHINGLE. (F) 25. FLOOR CONSTRUCTION- WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (167 PERCENT), SPECIAL (F 26. DRAFTSTOPPING SHALL BE PROVIDED AS PER R502.12 and R302.12 METHODS OF FASTENING ARE REQUIRED. FOOR ROOFS LOCATED WHERE THE BASIC WIND SPEED IS 110 MPH (F� 27. FIREBLOCKING SHALL. BE PROVIDED AS PER R 502. 13, R602.8 and R302.11. OR HIGHER, SPECIAL METHODS OF FASTENING ARE. REQUIRED SPECIAL FASTENING METHODS SHALL BE TESTED (F) 28. ROOF ASSEMBLIES- WFCM PRESCRIPTIVE METHOD IN ACCORDANCE WITH ASTM D 3161, CLASS F. ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABAL INDICATING COMPLIANCE WITH ASTM D 3161, CLASS F. ��--�**c II--11 4X4 POST WITH POST CAP INTO---.� 1+_Op CORNER REINFORCEMENT 12"O.C. NOTES: LEGEND L.! CONCRETE SONOTUBE SAME SIZE AS OTHER REINFORCEMENT I. ALL FLOOR:BEAMS SHOWN SHALL BE SECURED WITH STAINLESS STEEL OR GALVANIZED METAL CONNECTOR BEAM SEATS APPROVED FOR MARINE USE EMBEDDED IN POURED CONCRETE PIPES. FOUNDATION FLOOD VENT-"SMARTVENT'DUAL FUNCTION MODEL (2)#5 DOWELS INTO FddTING — I� �-1 �� • - 2. ALL FRAMING MEMBERS SHOWN ON THIS PLAN SHALL BE PRESSURE TREATED LUMBER RATED FOR EXTERIOR UNLESS 41540-510 OR SIMILAR INSTALLED 12"MAX.FROM FINISHED GRADE --,. I. _ I i== � i ( .. . OTHERWISE NOTED. I=� I JAN Q42M A B A B A7 A7 A7 Al NO POSTS IN THE YELLOW DASHLO AREA, 61'-8" FOR UPPER OR LOWER DECK 26'-1" 21'-0" 14'-7" 47'-1" 14'-7" 6'-7" 8'-0" 6" 19'-6" -0 6'-B" 7'-it" UNE OF DECK ABOVE NEW CONTINUOUS 202(ACO)BAND JOIST vJ EW 3 2X12 2 3 4 X11 STL PLATES !P- = ALVANI TID LPLATESEW 36'HIGH COMPOSITE HANDRAIL WITH EW 36'HIGH COMPOSITE HANDRAIL HATHNEW 6' x 6' WOOD COLUMNS, (TO BE I S O SPINDLES SPACED MAXIMUM 4' APART TO SPINDLES SPACED MAXIMUM 4'APART TO SELECTED,INSTALLED AS PER CODE TO BE SELECTED ) CODE. ( TO BE SELECTED) o MANUFAC R RS SPECIFICATIONS TO BEAR ON — "' =A � NEW CONCR P8E}2S BELOW(TOPICAL):— — — `� DN Co (�1 $ < g ^ > C/)_ • PROPOSED: / `� PROPOSED: a PROPOSED: NEw 0 _ ' ZN N DECK WITH XM T• W ' _ DECK EW Thru-Flow 43X Legacy i x, x, N DE — — — ANDER CSMT. — — — — N Thru-Flow 3%Legacy ((E x Thn,-Flow 3%Legacy / En N ® DECK ABOVE r o 3) Ei"x 4 T" O ( 9'-6" CLG. HT.) t --- 0 Thru-Flow 43%LegacyNEW(2)1.75 X 9.5 LVL HDR. -- I F Thru-Flow 43%Legacy NEW(2)1.75 X 11.25 LVL HDR NEW 2 x 12(ACO) LEDGER BOLTED WITH W iogN 30"X80" I '�, 46' LAG BOLTS STAGGERED EVERY 16"O.C. 30"X80" a I ZI WITH JOIST HANGERS AT ALL CONNECTIONS N W — — ——— — — — — —— — — — — ——— — —— — — —— z 1n DN ROVIDE NEW LANDING AND lo 7 R.- _ _ NEW CONTINUOUS-'z 2x12 ACQ LEDGER _ z o _Lam— _ STEPS DOWN TO GARAGE I� FLOUR A5 AS REQUIRED. i LNEW 3/4"PLYWOOD SUB-FLOOR I EW 36"HIGH HANDRAIL al- lb SECURED TO NEW 2"x12" FLOOR I "rte N WITH SPINDLES SPACED x a t`"1 il; JOISTS A 16' O.C. o z » N4IE� NOTIFY ARCHITECT/DESIGN NOTE MAXIMUM 4' APART TO CODE. N o NOTIFY ARCHITECT/DESIGN I REFER TO ORIGINAL BP FOR DOUBLE UP ALL FRAMING UNDER (TO BE SELECTED) N I '� PROFESSIONAL IMMEDIATELY OF OUBLE UP ALL FRAMING UNDER (BLOCKING AT MID-SPANS) x o K o '' BPI PROFESSIONAL IMMEDIATELY OF NEW PARALLEL PARTITIONS AND 3'-O" �+-C `, 0 ANY DISCREPANCIES WITH THE NEW PARALLELMroP¶MONS AND N o N ORIGINAL CONSTRUCTION. ANY DISCREPANCIES WITH THE STORAGE LOFT NEW WOOD POSTS. LOCATION OF ALL PREDETERMINED LOCATION OF ALL PREDETERMINED PROVIDE SOLID BLOCKING cs ABOVE O PROVIDE SOLID BLOCKING POINT LOADS AND PROVIDE POINT LOADS AND PROVIDE I UNDER ALL WOOD POSTS x o CONTINUOUS STRUCTURAL SUPPORT UNDER ALL WOOD POSTS PROPOSED: CONTINUOUS STRUCTURAL SUPPORT a (r-2'f CLG. HT.) Z PROVIDE CONT BLOCKING UNDER DON TO FOUNDATION. ANY PROVIDE CONT BLOCKING UNDER �' (FLAT CEILING) DOWN TO FOUNDATION. ANY LOAD BEARING WALLS UNFINISHED I LOAD BEARING WALLSR, UNFORESEEN POINT LOADS ARE TO UNFORESEEN POINT LOADS ARE TO ATTIC STORAGE z< BE BROUGHT TO THE ATTENTION OF I BE BROUGHT TO THE ATTENTION OF 255 NEW(2)1.75 X 11.25 LVL HEADER FOR STORAGE LOFT THE ARCHITECT OF RECORD. 6'-0"t CLG. HT.) THE ARCHITECT OF RECORD. _ _`` NEW 4)1.75 X 11.25 LVL HEADER FOR 2ND FLOOR _ ANY INCONSISTENCIES DISCOVERED ( 00 ________ ------------------------------ AFTER ______________ FLAT CEILING) I ANY INCONSISTENCIES DISCOVERED _ ___ _ AFTER DEMOLITION ARE TO BE ( AFTER DEMOLITION ARE TO BE LINE Of STORAGE LOFT ABOVE ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO I ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO PROPOSED: N1104.1 NOT LESS THAN 75%OF THE ARCHITECT OF RECORD AND N1104.1 NOT LESS THAN 75%OF THE ARCHITECT OF RECORD AND i THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS ARE NEW 3 1.75 X 11.875 C.J. HEADER I THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS ARE GARAGE W INSTALLED UGH71NG FIXTURES TO BE AMENDED ACCORDINGLY. - - o, INSTALLED UGHTING FIXTURES TO BE AMENDED ACCORDINGLY. (11'-6't CLG. HT.) v cs SHAD.BE HIGH-EFFICIENCY LAMPS I N SHALL BE HIGH-EFFICIENCY LAMPS (FLAT CEILING) EXIST. AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN I EXIST. AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN LNEW(2)LAYERS OF 5/8' TYPE WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OFy� WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF "X'SHEETROCK ON GARAGE z< STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE I-h .n STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE WALLS AND CEILING WITH JOINTS , In R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING N I �" R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING STAGGERED VERTICALLY. 1 r HANDRAILS TO COMPLY WITH FOUNDAITONS,GIRDERS, COLUMNS, - `D's< r`oi HANDRAILS TO COMPLY WITH FOUNDATIONS, GIRDERS, COLUMNS, 7 �r NEW 2 1.75 X 14 LVL RIDGE o N W N R311.7.8- R311.7.8.4 POSTS, HEADERS, FRAMING SIZE '— - I "�- R311.7.8- R311.7.8.4 POSTS HEADERS, FRAMING SIZE _ NEW 4 1.75 X 11.25 LVL HEADER _ AND DIRECTIONS..--—, " I +f' AND DIRECTIONS. HVAC SYSTEM TO COMPLY WITH < 2016 NYS SUPPLEMENT C-104.2.6.1 N0 I HVAC SYSTEM TO COMPLY WITH 2016 NYS SUPPLEMENT C-104.2.6.1 � I REFER TO STRUCTURAL ENGINEERS _ THE BUILDING THERMAL ENVELOPE I THE BUILDING THERMAL ENVELOPE REFER TO STRUCTURAL ENGINEERS SHALL BE CONSTRUCTED TO LIMIT PLANS FOR ALL NEW FOUNDATION PLANS FOR ALL NEW FOUNDATION 1 WORK. DO NOT USE THESE PLANS I SHALL K CONSTRUCTED TO LIMIT WORK. DO NOT USE THESE PLANS " z AIR LEAKAGE IN ACCORDANCE WITH rn AIR LEAKAGE IN ACCORDANCE WITH 3'-0 EXISTING MINIMUM FOR FOUNDATION RLPERENCE OR — —_—— _ I THE REQUIREMENTS OF SECTIONS FOR FOUNDATION REFERENCE OR HOUR FIRE RATED STEEL r THE REQUIREMENTS OF SECTIONS o N1102 4.1 THROUGH NI102.4.5 CONSTRUCTION PURPOSES NEW 2'x 12"LEDGER LAID ON FLAT I N1102.4.1 THROUGH N1102.4.5 CONSTRUCTION PURPOSES. SELF CLOSING DOOR.Illk �'- I cs I I -PROVIDE NEW LANDING AND I U) STEPS DOWN TO GARAGE I Z W W FLOOR AS REQUIRED. No __ __ _ _ _ _ I Q Z �. ><o NEW 2 2 X 12 HEADER I I I o _ EW 36' HIGH HANDRAILWITH SPIDLES W `' FOR C.J. Z z i8l iv MAXIMUMN4" APARTTCO CODE. II -- Ir " AND R.R. I i 1 (TO BE SELECTED ) i x E-zq CK 111 0 II II 1 I II a NEW 6'x 6"WOOD COLUMNS, TO BE SELECTED), I 1 -�ds Z INSTALLED AS PER MANUFACTURERS SPECIFlCAliONS i I I I •i O H NEW COMPOSITE FLOOR FINISH, TO BEAR ON NEW CONCRETE FOUNDATION BELOW I I I UNE OF NEW EXTERIOR i I » Q WiNTHW5%8'LAG I ( I I I NEW 2 2"x12"HDR I ( I �i I (TO BE SELECTED) (TYPICAL). I i L WALLS ABOVE j i 1 O -� W H - - - -- I I NEW 2 1 I L_' --------- I I �P=P J W o �5 -- - I _ _ '2�;a- -- I I �, zo— o I I I I.i Co �_ _IT N. jI N - - - -- -- - - - -- - - - --. — NEW 21.75X11.875LVL HDR. I N a I I I I I I I N - - - - - - - - -- — �BNJ PORCH ) N - - - _ _ - 1�0' N Fut�uNCT a I I I I) I I I 4'-6- 4-6 .I (CPOSITE FLOOR) I TO — _ h TI' 8'-0" 8'-0" S-7" 8' 11 3'-7" I I I , " 16-0 " NEW(2'x10'HDR. _ NEW )2'x10" NEW 10 UD - I I I - i I 7'-8" 7'-8- 18'-4" 6'-0" 2ND FLOOR PLAN 24'-4" SCALE: 3/16" = 1'-0" 1 ST FLOOR PLAN SCALE: 3/16" = 1'-0" APPLICANT 1,d L DANIEL BURKO DESIGN LLC 138 SOUTH 1 ST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DAN IELBURKO@GMAIL.COM STRUCTURAL ENGINEER PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY 631-988-0000 Of NE�t 'p C-3 N PSC/fi�� LII 0 ,> 006 OrEssti PROFESSIONAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 JAN Q 4 ZVI Cn ALL SIDE WALL FLASHING TO COMPLY WITH R905.2.8.3 AND BE CONTINUOUS OR STEP CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY Z FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SEC11ON R602.3(5) 0 INCHES IN HEIGHT X 4 INCHES IN WIDTH _ FALL NEW WINDOWS TO BE ANDERSEN EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310. V) Z5 OW E4"SMART SUN"SIMULATED NEW COR-A-VENT RIDGE VENT / V.0 TOP OF NEW RIDGE (n EL +16'-8" w — NEW 30 YR. ARCHITECTURAL ROOF Z SHINGLES(COLOR BY OWNER) 0 PROVIDE METAL FLASHING AT -" ALL ROOF INTERSECTIONS. Ip w --� — NEW VINYL TRIM (COLOR: BY OWNER) NEW CONT. VENTED VINYL SOFFIT TOP OF NEW GARAGE ATTIC FLOOR�PPL__ATE __ w EL ++0 Co Q NEW VINYL CORNER TRIM (COLOR BY OWNER) O 1011:111:11 ONEW VINYL SIDING(COLOR dt STYLE BY OWNER) O Z.i . I I I I NEW MT. 0 11 Ij — — - 7177 — — NEW VINYL TRIM (COLOR: BY OWNER) 00 NEW TOP OF RIDGE 12 NEW 30 YR. ARCHITECTURAL ROOF — — NEW CONT. VENTED VINYL SOFFIT N VEL ,- - - - = SHINGLES(COLOR BY OMER) 4iw TOP OF NEW GARAGE ATTIC SUB-FLOOR ALL FRAMING COMPLIES WITH SECTION R602.3 5 TO ALIGN WITH DWELLING_EXISTING O ROVIDE METAL FLASHING AT EL. +0-00"Y N iv ALL ROOF INTERSECTIONS. �jgN�YN BOTTOM OF PORTICO HEADER 4 IL 97-9±— - NEW VINYL TRIM (COLOR: BY OWNER) ALIGN ,N , FASCIA AND GUTTERS TOP OF NEW GARAGE FIRST FLOOR 1'-0" LATE ADJUST HEIGHT AS REQUIRED TO ==- EL -1-0°Y- WITH DWELLING FASCIA SOFFIT GUTTERS WITH .S. NG AS REQUIRED, NEW VENTED VINYL SOFFIT _ NEW VINYL SIDING(COLOR do STYLE BY OWNER) ( EW VINYL CORNER TRIM (COLOR BY OWNER) d N NSTA '' AS PEAR B aUFACIURE . =_ i T 00 s.Y TO BE ;: NEW ClCRETE PIER BSPEq ELOW ONS; _ M El El El 0 El •j (TYPI TOP OF EXIST. FINISHED DWELLING == FhRST FLOOR - NEW I OSIIEFLOOR FINISH, TOP OF EXIST. FINISHED DWELLING FIRST FLOOR —r TO B LECTE ) +0 - - --r- - - EL 2it FOR ELEVAl10N HEIGHT ® ®® ® ® ® ® EL -10'-11"± FOR ELEVATION HEIGHT NLAV TOP OF PORTICO LANDING _ _ REFER TO EXISTING DWELLING PLA�NSALL�,_ EL.ADE VARIES - ®® 1 SExIEBC ® TOP OF NEW GARFOR ELEVAT10NOHEWGHT`I` Co W W -�--- - - - ZER TO STKUCIURAL ENGINEERS PI r Z Z >_ REFERTO STRUCTURAL ENGINEERS PLANS FOR ALL NEW I _ _ GRADE VARIE_____S=h_ 0 w Z FOUNDATION WORK. DO NOT USE THESE PUNS FOR �F FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. I I W Y 1;n J - - -- - - - W 0 U w 0CL - w FRONT ELEVATION w - o Q SCALE: 3/16" = V-0" w0 N CV I CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY ALL SIDE WALL FLASHING TO COMPLY WITH R905.28.3 AND BE CONTINUOUS OR STEP ALL FRAMING COMPLIES WITH SECTION R602.3(5) FLASHING SHALL NOT BE LESS THAN 4 INCHES IN HEIGHT X 4 INCHES IN WIDTH NEW COR-A-VIlIT RIDGE VENT EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310.1 ALL NEW WINDOWS TO BE ANDERSEN _T—OP OF NEW RIDGE LOW E4"SMART SUN" SIMULATED T tL +16�-8" _ R EO(jjVALEN NEW 30 YR.PACHITECTURAL ROOF - SHINGLES(COLOR BY OWNER) - ----- -- -- ---- -- --— --- --- -- — _ Go NEW VINYL TFIM (COLOR: BY OWNER) _ --- APPLICANT NEW CONT. SENTED VINYL SOFFIT 00 TOP OF NEW GARAGE ATTIC FLOOR PLATE _ io V EL +8-0 ru-FlowLegacy, �:mr-,V, -1 NEW VINYL CORNER TRIM (COLOR BY OWNER) 2"x 12"(AOQ) DECK JOISTS 0 16"O.C: NEW VINYL SUNG(COLOR k STYLE BY OWNER) 0 . . � � F1 _ TOP OF 2nd FL. HANDRAIL N —_ _ _ _ _ _�— EL +2'-1-10" Y DANIEL BURKO DESIGN LLC NEW 36"HIGH PVC HANDRAIL WITH TOP OF NEW GARAGE ATTIC SUB-FLOOR 138 SOUTH IST STREET,SUITE 103 SPINDLES SPACED MAXIMUM 4"APART TO ALIGN WITH DWELLING EXISTING h o LINDENHURST,NY 11757 TOP OF NEW GARAGE ATTIC SUB-FLOOR TO CODE ( TO BE SELECTED) EL. +01'-0" `► ;1 (631)482-7858 -��TO ALIGN WITH DWELLING EXISTING _ ) _ _ _ _ _ _ TOP OF NEW 2nd FL FINISHED WOOD DECKING DANIELBURKO@GMAIL.COM NEW(ACQ) HEADER EL -0'-2" r` I TOP_ _OF NEW GARAGE FIRST FLOOR PLATE _ _ _ _ _ _ BOTTOM OF NEW 2nd FL DECK HEADER .� Y STRUCTURAL ENGINEER EL -1-0 '== NEW 6' x 6" WOOD COLUMNS, TO BE EL -2-0 ' -- NEW Thru-Flow 43X Legacy, __ ( EW Thru-Flow 43X Legacy 2" x 12" (ACQ) DECK JOISTS 0 16"O.C. SELECTED).INSTALLED AS PER 2"x 12"(ACQ)DECK JOISTS 0 16" O.C. (USE 2"x 12"(ACQ) DECK JOISTS 0 12"O.C. MANUFACTURERS SPECIFlCA110NS TO BEAR ON NEW CONCRETE PIERS NEW VINYL CORNER TRIM (COLOR BY OWNER) UNDER - _ BELOW(TYPICAL). _ �� OMER TC CONFIRM B LOCA ) � ---- o NEW VINYL SIDING(COLOR&STYLE BY OWNER) _ NEW 36"HIGH PVC HANDRAIL WW1H b C" = SPINDLES SPACED MAXIMUM 4"APART •j TO CODE. ( TO BE SELECTED) TOP OF 1st FL. HANDRAIL �TOP�-� O�F-EXIST. FINISHED DWELLING_FIRST FLOOR = TOP OF EXIST. FINISHED DWELLING FIRST FLOOR o a' ESL '-11 Ft OR ELEVATION HEIGHT = EL -10'-11"t FOR ELEVATION HEIGHT h PACIFICO ENGINEERING,PE REFER TO EXISTING DWELLING PLANS - �EFER TO EXISTING DWELLING PLANS 700 LAKELAND AVENUE,SUITE 28 TOP OF NEW GARAGE FOUNDA110_N WALL TOP OF NEW 1st FL FINISHED WOOD DECKING 00 BOHEMIA,NY FOR ELEVATION HEIGHT _= EL -11 631-988-0000 REFER TO STRUCTURAL ENGINEERS PLANS —� BOTTOM OF NEW 1st FL DECK HEADER NEW(ACQ) HEADER - _ EL -12'-9" • NEW 6" x 6" WOOD COLUM <"' 0 BE d4IE _ SELECTED), INSTALLED AS 11" • o _ REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW _ MANUFACTURERS SPECIFICKV TO FOUNDATION WORK. DO NOT USE THESE PLANS FOR BEAR ON NEW CONCRETE P L; I rV FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. _ __ BELOW(TYPICAL). to __ -_ •� pAC C3 b GRADE VARIES _ _ - _ _ GRADE VARIES V-- REFER TO STRUCTURAL 0 IX L J I I) ENGINEERS PLANS FOR NEW I LLI SI—II 1 I FOUNDATION SPECIFICATI I—I I 0 - - - - 1,. — — — r=-1- - -- -- - - - - --Is - - - - - - - --- -�-- � cn ------ - -- - - -- - _i � 1L-- - - - - - - - - - - - - - - - -- - - - - - --I -- -- - - - - - - - 06 � v REARELEVATION PROFESSIONAL SEAL SCALE: 3/16" = V-O" APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 cl JAN Q 4 2021 ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY R905.2.8.3 AND BE CONTINUOUS OR STEP FLASHING MALL NOT BE LESS THAN 4 L ALI FRAMING COMPLIES WI1H SECTION R6023(5) NEW COR-A-VENT RIDGE VENT _ _ _ _ _ _ _ _ _ _ _ _ TOP OF NEW RIDGE. /r 7 INCHES IN HEIGHT X 4 INCHES IN WIDTH EL. +16'-8"-Y L ALL EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310.1 NEW 30 YR.ARCHITECTURAL ROOF ALL NEW YANDOWS TO 8E ANDERSEN SHINGLES(COLOR BY ONNER) O LOW E4'SMART SUN' SIMULATED12 '^ NEW VINYL TRIM (COLOR: BY OWNER `UIVALENT. 5 �// NEW 30 YR. ARCHITECTURAL ROOF 12 SHINGLES(COLOR BY OWNER) NEW 30 YR. ARCHITECTURAL ROOF 12D SHINGLES(COLOR BY OWNER) .� > U) PROVIDE METAL FLASHING AT 12 ALL ROOF INTERSECTIONS. 4�' NEW VINYL TRIM(COLOR: BY OWNER) mow�// NEW VINYL TRIM (COLOR: CY OWNER) LJL O NEW CONT. VENTED VINYL SOFFIT NEW CONT. VENTED VINYL SOFFIT U) NEW VINYL CORNER TRIM > (COLOR BY OWNER) _ _ _ TOP OF NEW GARAGE ATTIC FLOOR_PLATE�_ NEW VINYL SIDING NEW VINYL SIDING(COLOR &STYLE BY OWNER) EL +8'-0- (COLOR 8-0-(COLOR&STYLE BY OWNER) NEW VINYL CORNER TRIM (COLOR BY OWNER) PROVIDE METAL FLASHING AT NEW Thru-Flow 43%Legacy, ALL ROOF INTERSECTIONS— 2'x 12" (ACQ) D.J. 0 16' O.C. o W NEW 30 YR. ARCHITECTURAL ROOF 12Q SHINGLES(COLOR BY OWNER) NEW 36"HIGH PVC HANDRAIL WITH N NEW VINYL TRIM (COLOR: BY OWNER) t2� SPINDLES SPACED MAXIMUM 4" APART O NEW TOP OF RIDGE TO CODE.( TO BE SELECTED ) _ _ TOP OF NEW GARAGE ATTIC SUB-FLOOR Z ■ EL 11-9"t TO ALIGN WITH DWELLING EXISTING N EL +04-0 ` �yNEW BOTTOM OF PORTICO HEADER -; TOP OF NEW GARAGE FIRST FLOOR PLATE g, -ADJUST HEIGHT AS REQUIRED TO EL. 4-0' WITH DWELLING FASCIA/SOFFIT/GUTTERS - NEW(ACQ)HEADER ALIGN NEW FASCIA AND GUTTERS NEW 6'x)6" WtX10 COLUMNS (TO BE 'o YITH EXISTING AS REQUIRED, �� SELECTED), CIC CAfIONSTTO BEAS AR ON�NEW CONCRETES iv NEW CONT, VENTED VINYL SOFFIT _- PIERS BELOW(TYPICAL). i7 NEW 6" x 6'WOOD COLUMNS, TO BE SELECTED), j o a, INSTALLED AS PER MANUFACTURKERS SPECIFICATIONS %x":: b, TO BEAR ON NEW CONCRETE PIERS BEI.OW (TYPICAL). TOP OF EXIST. FINISHED DWELLING FIRST FLOOR - TOP OF EXIST. FINISHED DWELLING FIR_ST�FLLOOOR E� f FOR ELEVATION HEIGHT EL -10'-11"± FOR ELEVATION HEIGHT Y NEW TOP OF PORTICO LANDING _ REFER TO EXISTING DWEWNG PLANS ;:;, .:.::.:::. EL -0'-0" _______ TOP OF NEW GARAGE FOUNDATION WALL GRADE VARIES _ REFER TO STRUCTURAL ENGINEERS PLAFOR ELEVAll ON N REFER'TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW FOUNDATION WORK. DO NOT USE THESE PUNS FOR EW 36'HIGH COMPOSITE HANDRAIL o FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. WITH SPINDLES SPACED MAXIMUM V r� APART TO CODE. ( TO BE SELECTED ) co v J II WW Li - -- -- - Z b >_ O_ Z � } L- � W o Z L — , - _ _ GRADE VARIES j, �-- W L— _ __ _ — REFER TO STRUCTURAL �r (n J C) ENGINEERS PLANS FOR NEW w O L- -I r I -I FOUNDATION SPECIFICATIONS D - - - - - -- - - -- - - -- J- - - -- - -- - -- - - - - --- - - � L w 0jL WF- SIDE ELEVATION w W0Q SCALE: 3/16 = 1 -0 w � Fn N N ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOUR READY R905.2.8.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R602.3(5) INCHES IN HEIGHT X 4 INCHES IN WWD1H EW COR-A-VENT RIDGE VENT ALL NEW WINDOWS TO BE ANDERSEN ALL EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310.1 LNEW 30 YR. ARCHITECTURAL ROOF OW E4'SMART SUN"SIMULATED HINGLES(COLOR BY OWNER) 5L NEW VINYL TRIM(COLOR: BY OWNER) NEW 30 YR. ARCHITECTURAL ROOF NEW 30 YR. ARCHITECTURAL ROOF 12 SHINGLES(COLOR BY OWNER) SHINGLES(COLOR BY OWNER) V 2 12 PROVIDE METAL FLASHING AT NEW VINYL TRIM (COLOR: BY OWNER) "z:::::] ALL ROOF INTERSECTIONS. 4 APPLICANT NEW VINYL TRIM (COLOR: BY OWNER) NEW CONT. VENTED VINYL SOFFIT NEW CONT. VENTED VINYL SOFFIT NEW VINYL CORNER TRIM (COLOR BY OWNER) NEW VINYL SIDING NEW VINYL SIDING(COLOR&STYLE BY OWNER) a (COLOR&STYLE BY OWNER) NEW VINYL CORNER TRIM (COLOR BY OWNER) -r}EL +2'-10" OF 2nd FL HANDRAIL NEW 36" HIGH PVC HANDRAIL YI1H T EL +2�-10" TO COD (SPINDLES ATO BE SELECTEDACED MAXIMUM APART 12 DANIEL BURKO DESIGN LLC TOP OF NEW GARAGE ATTIC SUB-FLOOR 2 138 SOUTH 1ST STREET,SUITE 103 EW VINYL TRIM (COLOR: LINDENHURST,NY 11757 BY OWNER) Cl T� 0 ALIGN WITH DWELLING EXISTING EL 12-0 DANIELBURKO2.785B .COM H _ _ NEW TOP OF RID (631)482.7858 _ GES ■ TOP OF NEW 2nd FL FINISHED WOOD DECKING -"Y f _o -TEL -dr-iv - - (V NEW Thru-Flow 43%Legacy, NEW BOTTOM OF PORTICO HEADER BOTTOM Of NEW 2nd FL. DECK HEADER _ ___ 2"x 12'(ACQ)D.J. 0 16'O.C. EL. 9'-$tet STRUCTURAL ENGINEER �'EL -2-0" ADJUST HEIGHT AS REQUIRED TO WITH DWELLING FASCIA/SOFFIT/GUTTERS NEW(ACQ)HEADER =_ -_ ALIGN NEW FASCIA AND GUTTERS NEW 6'It 6'WOOD COLUMNS,(TO BE = VA fli NEW CONT.NG AS VIN REQUIRED, ■i SELECTED), INSTALLED AS PER MANUFACTURERS j, SPECIFICATIONS TO BEAR ON NEW CONCRETE a SOFFIT N 'v 'oo PIERS BELOW(TYPICAL). __ - EW 6'x 6" WOOD COLUMNS, (TO BE 0O ih i == NEW 36 HIGH PVC HANDRAIL WITH SPINDLES SPACED MAXIMUM - SELECTED), INSTALLED AS PER MANUFACTURERS o, TOP OF 1st FL HANDRAIL 4APART TO CODE. ( TO BE SELECTED) SPECIFICATIONS TO BEAR ON NEW CONCRETE L O° +8'- - - PIERS BELOW(TYPICAL). r cv ■ _ 1 11 11 IMNEW�'x 6' COMPOSITE DECKINGTO BE SELECTED , ( ) TOP OF EXIST. FINISHED DWELLING a' o TOP Of EXIST. FINISHED DWELLING FIRST FLOOR 2' x 12'(ACQ)DECK JOISTS 0 16' O.C. _ FIRST_FLOOR - m - "— - _ USE 2'x 12' ACQ DECK JOISTS 0 If O.C. EL. +0-2" FOR ELEVAf-O HEI- GHT PACIFICO ENGINEERING,PE EL -10'-11 t FOR ELEVATION HEIGHT ( ( ) REFER TO EXISTING DWELLING PLANS UNDER FUTURE HOT TUB ABOVE- VERIFY WITH _ " OWNER TO CONFIRM HOT TUB LOCATION - NEW TOP OF PORTICO LANDING�_ " I/ 700 LAKELAND AVENUE,SUITE 2B a, �F NEW 1st FL FINISHED WOOD DECKING - - EL _0-p* d I -^-- BOHEMIA,NY '— _ GRADE VARIE_S_�_ l 631-988-0000 I EL -il-1 BOTTOM O9 N� W 1st FL DECKEL HEADER REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW Y NEW—(ACQ)HEADER FOUNDATION WORK. DO NOT USE THESE PUNS FOR NEW Thru-Flow FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES `i NEW 6'x 6'WOOD COLUMNS, (TO BE STEPSYBEYOND I ( I ( I�SEL�/ SELECTED),INSTALLED AS PER MANUFACTURERS - PA��fS"Q SPECIFICATIONS TO BEAR ON NEW CONCRETE - - - - � � PIERS BELOW(TYPICAL). CO -OM RADE VARIES Y REFER TO STRUCTURAL * CC ENGINEERS PUNS FOR NEW -- "--- - -- FOUNDATION SPECIFICATIONS C 1 - - - � -- -- - - - - - - - --- - � - - - - - -- ---- -� 066i0S ApOFESS�U�P SIDEELEVATION PROFESSIONAL SEAL SCALE: 3/16" = V-0'° APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 TYPICAL ROOF CONSTRUCTION n ' 30 YEAR ARCHITECTURAL ROOF SHINGLES JAN O 2021 (COLOR TO MATCH EXISTING) 03 SEE TABLE 3.6A SHEET AB • (2 LAYERS OF 151b. FELT AS PER (R905.2.7) A8 FOR NAILING REQUIREMENTS • 1/2" CDX PLYWOOD NEW COR-A-VENT RIDGE VENT * 2 x 12 ROOF RAFTERS AT 16" O.C. ALL FRAMING COMPLIES WITH SECTION R602.3(5) TO�P OF NEW RIDGE NEW RIDGE EL +16'-8" - - - - - - - PROVIDE CONT.ICE dt WATER SHIELD AT EAVES AS PER _. i NEW 2 x 6 COUAR TIES 0 16"O.C. 12 ( .27.1 R905THAT CONSISTS OF AT LEAST TWO LAYERS 12 (UPPER)i OF ATTIC) 5G7 QF UN WENT CEMENTED TOCETHER OR OF A g� _____ __ 12 PROVIDE METAL FLASHING AT SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,AND ALL ROOF INTERSECTIONS, EXTEND FROM THE LOWEST EDGES OF AL ROOF SURFACES ----- -- �2 co TO A POINT AT LEAST 24 INCHES(610 MM)INSIDE THE ��IIIIII NEW 2"x 12" LEDGER WD ON FLAT EXTERIOR WAIL UNE OF THE BUILDING.(TYP.) O 00 NEW CONT. VENTED VINYL SOFFIT NEW 2'x 10"R.R. 016"O.C. SEE TABLE 3.10 SHEET A8 D4 12_j 4r @"n NI U'NG REQUIREMENTS A9 _� V' i� U) ao TOP OF NEW GARAGE ATTIC FLOOR PLATE F^-� W STING CEILING CONSTRUCTION EL +8-O �/ NEW 2"x10" C.J. 0 16"O.C. \ STING WALL CONSTRUCTION -If 2_O• (BLOCKING AT MID-SPAN), \ � � O TYPICAL EXT. WALL CONSTRUCTION NEW BEAMS. SEE FLOOR PLAN FOR PROPOSED: \\� 0 ALL FRAMING COMPLIES WITH SECTION R602.3(5) NEW 36'HIGH PVC HANDRAIL WITH SPECIFICATIONS. PROVIDE JOIST HANGERS NEW VINYL SIDING FOR NEW FLOOR JOISTS ATTACHMENT. SPINDLES SPACED MAXIMUM 4' APART TO o • 1' OWENS CORNING INSULATION BOARD (R-5) UNFINISHED \ CODE (TO BE SELECTED) I w TOP OF 2nd FL HANDRAIL _ x, • TYVEK: HOUSE WRAP, SEAMS TAPED ATTIC STORAGE \ Y NEW Thru-Flow 43%Legacy, N • 1/2" ICDX PLYWOOD SHEATHING ( 8'-0't CLG. HT.) \ 2" x 1Y(ACQ) DECK JOISTS 0 16"O.C. • 2 x 4 WOOD STUDS 0 i6" o.c. NEW 3/4' PLYWOOD SUB-FLOOR SECURED TOP OF NEW GARAGE ATTIC SUB-FLOOR ( FLAT CEILING) \ 12 o TTOO—ALIIGN WITH DWELLING EXISTING TO NEW 2"x12' FLOOR JOISTS 0 16' O.C. M E +O-O � STING FLOOR CONSTRUCTION TOP OF NEW GARAGE AT11C SUB-FLOOR (BLOCKING AT MID-SPANS) �12 TOP OF NEW 2nd FL FINISHED WOOD DECKING ,`TO AIfTN�W1TH DWELIJNG EXISTING `o EL -0r 2-e— - - - ,� N EL +0-6 i f-- 11 III Q r TOP OF NEW GARAGE FIRST FLOOR PLATE STORAGE LOFT o BOTTOM OF NEW 2nd FL DECK HEADER _ M $�_ _ _ STING CEILING CONS"IRUCTION - =- EW 2 x 12(ACQ)LEDGER BOLTED WITH EL -1'-0" I cv NEW R-19 BATT INSULATION BETWEEN JOISTS. J 1(:5 NEW(ACQ)HEADER "LAG BOLTS STAGGERED EVERY i6'O.C. SEE TABLE 3.9 SHEET AS D12 DO NOT COMPRESS NEW INSULATION, NEW 6'x 6'WOOD COLUMNS,(TO BE SELECTED)), WITH JOIST HANGERS AT ALL CONNECTIONS FOR NAILING REQUIREMENTS A8 (2)LAYERS OF 5/8" TYP X'SHEETROCK ON `\ • INSTAIIED AS PER MANUFACTURERS SPECIFICATIONS TO _- SUNG WALL CONSTRUCTION STAGGERED VERTICALLY. WITH JOINTS NEW GARAGE OVER HEAD DOOR I) BEAR ON NEW CONCRETE PIERS BELOW j (TYPICAL). - NEW 36"HIGH PVC HANDRAIL WITH I NEW EXTERIOR WALL CONSTRUCTION ( TO BE SELECTED ) o SPINDLES SPACED MAXIMUM 4'APART TO I NEW 3/4" PLYWO SUB FLOOR SECURED NEW BEAMS. SEE FLOOR PLAN FOR CODE. (TO BE SELECTEDTO NEW 2"x12" FL R JCISTS 0 16" O.C. SPECIFICATIONS. PROVIDE JOIST HANGERS Q' TOP OF 1st FL HANDRAIL LOCKING AT MID P(1N ) FOR NEW FLOOR JOISTS ATTACHMENT. II EW Thru-Flow 43%Legacy, SEE TABLE 3.11 SHEET AB D10 N I + 2' x 12' (ACQ)DEC(JOISTS 0 16"O.C. I cv • (USE 2" x 12"(ACQ)DECK JOISTS 0 12' O.C. FOR NAILING REQUIREMENTS NEW R-15 BATT INSULATION BETWEEN JOISTS. DO NOT COMPRESS NEW INSULATION, o TOP OF EXIST. FINISHED DWEWNG_FIRST FLOOR UNDER FUTURE HOT TUB ABOVE- VERIFY WITH TOP OF LAST. FINISHED DWELLING_FIRST FLOOR (2)LAYERS OF 5/8'TYPE"X" SHEETROCK ON II M 'FEL. -10'-11 FOR R ELEVATION HEIGHT OWNER TO CONFIRM HOT TUB LOCATION) EL -10'-11 —FOR OR ELEVATION HEIGHT / �� GARAGE WALLS AND CEILING WITH JOINTS REFER TO STRUCTURAL ENGINEERS REFER TO EXISTING DWELLING PLANS REFER TO EXISTING DWELLING PLANS 1 STAGGERED VERTICALLY. PLANS FOR NEW FOUNDATION SPECIFICATIONS TOP OF NEW 1st FL FINISHED WOOD DECKING TOP OF NEW GARAGE FOUNDATION WALL (PITCH NEW SLAB 10 OVERHEAD DOOR) co FOR ELEVATION HEIGHT REFER TO STRUCTURAL ENGINEERS PLANS BOTTOM OF NEW 1st FL DECK HEADER - SUNG FLOOR CONSTITUCTION r 9' EL 12T 9— - - _ NEW 2 x 12(ACQ)LEDGER BOLTED WTH i rrr PROVIDE O�UNT. SILL SEALER do COPPER LAG BOLTS STAGGERED EVERY 16' O.C. TERMITE SHIELD UNDER (2)2 x 4 A.C.Q. SILL REFER 10 STRUCTURAL ENGINEERS rrrrr PLANS FOR ALL NEW FOUNDATION r o NEW(ACQ)HEADER NEW 2'x12' WITH JOIST HANGERS AT ALL CONNECTIONS o rrr" • ACQ) STRINGERS SUNG GONCRETE FOUNDATION oio 1/Y NA.-K00 BOLTS 0 6'-0"O.0 VAX PROVIDE FOUR FOUNDATION REFERENCEK. DO NOT USE THESE OR PLANS `j NEW 6" x 6'WOOD COLUMNS, (RTO BE SELECTED), _ �TYf'ICAI) MIN TWO PER SILL 12'MIN FROM EA CORNERINSTALLED AS PER rr BEAR ON NEW CONCRETEPIERSBELORs W(TYPICAL S TO UNE OF GRADE VARIES BEYOND�rrrr,,r �.`. CONSTRUCTION PURPOSES. rrrrrrrr►r r — — — —— — 4`' NEW CONCRETE r•"rrrr !` ►r'"rr PAD FOR STEPS r r r r r GRADE VARIES _ _ `` r GR-ADE VARIES V— Y '�"'r��rUNE OF GRADE VARIES BEYOND REFER TO STRUCTURAL ENGINEERS PLANS FOR NEW FOUNDATION SPECIFICATIONS —— —_ — ("OW)ENS CORNING RIGID INSULATION BOARD y' REFER TO STRUCTURAL ENGINEERS S U REFER TO STRUCTURAL ENGINEERS PIANS FOR ALL NEW __ _ AT ENTIRE5. ©PERIMETER CONTINUOUS BELOW GRADE WATERPROOF MEMBRANE PIANS FOR NEW FOUNDATION SPECIFICATIONS -a_ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z FOUNDATION WORK. DO NOT USE THESE PLANS FOR O Wo o Z FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. W ~ w 0 U = REAR DECKS SECTION SECTION THROUGH GARAGE u W 0oa SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" w C N N APPLICANT IL DANIEL BURKO DESIGN LLC 138 SOUTH IST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DANIELBURKO@GMAIL.COM STRUCTURAL ENGINEER t PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY ---- 631-988-0000 C� NE PAOrfifc�� * d PROFE I NAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 TABLE 3.1 (NAILING SCHEDULE) 12" USE A MINIMUM OF JOINT DESCRIPTION I # OF NAILS NAIL SPACING I SIDE ofd NAIL THS ROOF FRAMING ' Rafter to To Plate Toe-nailed) 3- 8d per rafter " a ° JAN 0 4 202 Ceiling Joist to Top Plate (Toe-nailed) 3- 8d per joist Ceiling Joist to Parallel Rafter (face-nailed) 3- 16d each lap = ° Ceiling Joist Laps over Partitions (Face-nailed) 3- 16d each lap ° �\ \ Collar Tie to Rafter (Face-nailecl) 3- 8d per tie ° MST27 MODEL ° I �-MST27 OR 1-I/2"W 20ga. ' Blocking to Rafter (Toe-nailed) 2- 8d each endFi METAL STRAP ° Rim Board to Rafter End-nailed 2- 16d each end ° WALL FRAMING ADJUSTABLE HANGER RIDGE iRUCTURAL RIDGE wo ° ° '° I'° ° 11 A z o a e to To Plate Face-nailed - 16d per foot 01 SIMPSON STRONG-TIE 02 SIMPSON STRONG-TIE 03 SIMPSON STRONG-TIE 8d NAILS o SIMPSON / O P P P P LSU26-2X6 LSTA18 WITH (3) 8d COMMON NAILS LSU26-2X6 INTO ° STRONG-TIE AC \ / W Top Plate at Intersections (Face-nailed) 4- 16d joints - each side LSSU28-2X8,2X10,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2XB,2X100R 2X12 PLATES Stud to Stud (Face-nailed) 2- 16d 24 o.c. LSTA18 WITH (3) 8d COMMON NAILS THREE SIMPSON \ a II Header to Header (Face-nailed) 16d 16" o.c. along edges LOCATED AT EACH END OF STRAP ed NAILS STRONG-TIE H 1 \ a /� \ U) Top or Bottom Plate to Stud (End-nailed) 2- t 6d per 2 x 4 stud D A �OR J O I S T 8cP 0 STC 0 NNE CTI O N S : .�' ' UJ 3- 16d per 2 x 6 stud4- 16d per 2 x 8 stud � TR020 ga.ESTRAP SIMPSON STRONG-TIE AHI �d� / z U) Bottom Plate to Floor Joist, Band Joist, End Joist 2- 16d per foot — — or blocking Face-nailed FLOOR FRAMING ° MST27 HD2A _ — W CS20 AT CORNERS Joist to Sill, Top Plate or Girder (Toe-nailed) 4- 8d per joist Bridging to Joist Toe-nailed) 2- 8d each end Blocking to Joist (Toe-nailed) 2- 8d each end Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block ° , ( / \\ Ledger Strip to Beam (Face-nailed) 3- 16d each joist o /� SIMPSON MODEL \ F- Joist on Ledger to Beam (Toe-flailed) 3- 8d per joist , Band Joist to Joist End-nailed 3- 16d per joist META S 1AP wtoga\ 0 ( ) P j o ® METAL STRAP Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot Z a ® ' ROOF SHEATHING D6 FACE MOUNT��ANGER D� HIP RAFTER 08 POST BASE SSTONG TlE LSIMPSON STRONG-TIE HRC 22 SIMPSON STRONG-TIE ABA44 o a Structural Panels 8d 12" o.c. Diagonal Board Sheathing LTP4 \ II GRADE 1"x6" or 1"x8" 2- 8d per support 1"x10 or wider 3- 8d per support 13P ,Y\/ 1� 'Ila CEILING SHEATHING HIP �ajn�l PLATE . .CUTCP A. Gypsum Wallboard 5d coolers 7" edge/10" field LENGTH .,.��. �` \ A �.. WALL SHEATHING '� ' LENGTH MST27 STRAP CONNECTION DETAIL Structural Panels 8d 12" o.c. BP D16 Fiberboard Panels SIMPSON STRONG-TIE MST27 OR 1-1/2" WITH 20 ga. METAL STRAP 7 16" 6d 3" edge/6" field SIMPSON STRONG TIE STAP (4) 8d NAILS 12" MIN. BEARING ON STUD SURFACE PLACED AT EACH / / FOR SINGLE STUD INSTALLED AATJCHOR BOLT. (48" O.C. FOR SLAB). H = STORY WALL HEIGHT 25/32" 8d 3" edge/6" field AT 16" O.C. AS REQUIRED HH Gypsum Wallboard 5d coolers 7" edge/10" field MST-27 CLEAR OVER TOP PLATE TO OTHER L - LSHEARw�LL SEGMENINT SPAN SIDE OF STUD ��' WALL HT. (H) SEGMENT WIDTH(L) Hardboard 8d 12" o.c. D10 STUD TO RIM J01 S T L 9o'i" 3'=0' Particleboard Panels 8d 12" o.c. Diagnonal Board Sheathing °I SIMPSON STRONG-TIE CS20 METAL STRAP W W 1"x6" or 1"x8" 2- 8d per support (3_) 8d NAILS AT EACH END OF STRAPI2" MIN. _ (� BEARING ON STUD SURFACE PLACED AT W } 1"x10" or wider 3- 8d per support 4 RIM D.C. STVATH LTP4 ATTACHING MUDSILL TO , Z FLOOR SHEATHING MST27 LENGTH 410 : SSP �k — w - Structural Panels SIMPSON CS20 OR Q SIMPSON MODEL MST27 OR 1-1 2 WITH 20 a --1 Y 1" or less 8d 6" edge/12" field 0 1-1/4" 20 GA. GALV. METAL STRAP (4) 8d NAILS 12' MIN. BEARING W V " " " o o STRAPPING MIN. 12" ON STUD SURFACE PLACED AT EACH STUD. I W _ greater than 1 10d 6 edge/6 field ° ° ON STUD SURFACE IL F_ Diagnonal Board Sheathing .>° (3 - 8d NAILS AT EA. DS0 W 1"x6" or 1"x8" 2- 8d per support ° END OF STRAP) FOP R DOUBLE STUDS W Q 1 x10" or wider 3- 8d per support = HOUDO D R D.5/8 a�0 D11 SILL PLATE TO FOUNDATION _ ° o N SIMPSON STRONG-TIE MST27 OR 1-1/2" WITH 20 ga. METAL 012 STUD TO STUD CONNECTION 12A STUD TO STUD CONNECTION R905.25 FASTENERS PLACEDAP ( ) 848 NAILS ICS 12" MIN. BEARING ON STUD SURFACE SIMPSON STRONG-TIE CS20 SIMPSON STRONG-TIE CS20 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS,MIN. 12 GAGE SHANK W/A MIN.J"HEAD o ASTMF1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND TYPICAL CONNECTION FOR A MIN.OF J"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN" 2-STORY APPLICATIONS THICK.THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF 1/4" MIN.20 GAUGE-- IS IS IN ONE OF THE FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 COIL STRAP. I SEE PLAN FOR .2 MPH OR GREATER AND THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM HEADER SIZE. SIMPSON PHD2-SDS3 HOLDOWN TWO VERTICAL UNITS IN 12 UNIT'S HORIZ.UP TO FOUR UNITS VERT.IN 12 UNITS HORIZ. WITH SST—B16 ANCHOR BOLT UNITS SHALL BE TWO LAYERS. FRAME OPENING FOR NEW WINDOW OR 1�2" C.D.X. PLYWOOD SHEATHING,AT EXTERIOR WITH 8d NAILS EXTERIOR DOOR A 6" O.C. AT EDGES AND 0 12 O.C. IN THE FIELD PROVID JOTS1L2" GYP. BOARD AT INTERIOR WITH 5d COOLER NAILS 0 7" O.C. SIMPSON CS20 OR SIMPSON CS20 OR 1 .;.«F,. Arr EDGES AND 10" O.C. IN THE FIELD HANGERS AT 1-1/4" 20 GA. GALV. 1-1/4" 20 GA. GALV. RIM JOIST TO A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED STRAPPING MIN. 12" ; STRAPPING MIN. 12" FLOOR JOIST APPLICANT ON STUD SURFACE : .. n SHEAR WALL SEGMENT DETAIL B.NAILS SPACED AT 6 OC AT EDGES, 12 AT INTERMEDIATE SUPPORTS EXCEPT 6 AT SUPPORTS ON STUD SURFACE (LUS28) (3 - 8d NAILS AT EA. ':`:; ° '-`''.'` U 16 SCALE: 3/8" = 1'-O" WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE p`` (3 - 8d NAILS AT EA. END OF STRAP) BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING END OF STRAP) , ARE PERMITTED TO BE COMMON,BOX OR CASING. OR C.COMMON OR DEFORMED SHANK. D.COMMON. '•��1•- --•-E.DEFORMED SHANK. F.CORROSION RESISTANT SIDING OR CASING NAILS. D 14 G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES AND 6"OC AT INTERMEDIATE SUPPORT. H.CORROSION RESISTANT ROOFING NAILS WITH"DIA HEAD AND 1 "LENGTH FOR#" SHEATHING AND 1 i"LENGTH FOR SHEATHING. HEADER C TNE�Tl ON S DANIEL BURKO DESIGN LLC I.CORROSION RESISTANT STAPL:F.S WITH NOMINAL"'CROWN AND 1�"LF.,NGTH FOR " 1/4" MIN. 20 ga. SSIGN/ SYMBOL ___ 138 SOUTH 1ST STREET,SUITE 103 SHEATHING AND 1I"LENGTH FOR F"SHEATHING.PANEL SUPPORTS AT 16"(20"OF STRENGTH LINDENHURST,NY 11757 AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) (631)482-7858 J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORT. DANIELBURKO@GMAIL.COM K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS.SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORTS. TITLE 19, PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR 1.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD STRUCTURAL WITH FINISHED CEILING ATTACHED TO RAFTERS STRUCTURAL ENGINEER PANELS. F A S T E N E R S DOUG-FIR LARCH s0 PINE UPLIFT SPRUCE-PINE-FIR ,2 UPLIFT TIMBER CONSTRUCTION. M.STAPLES SHALL HAVE MIN.CROWN WIDTH 017116". AVERAGE ALLOWABLE LOAD TEAL LOAD NTH ALLOWABLE LOAD AL LOAD INTERIOR INTERIOR WALLS AND PARTITIONS _ H/180 SIGNAGE TO BE SUPPLIED AND INSTALLED AS PER NYS BUILDING CODE PART 1265 AND LOCATED AS NOTED BY CODE OR AS " SPACED 4"OC AT EDGES,8"AT TO TO TO ULT UPUFT I ' 160 8d x 1\ UPLIFT 133 160 8d x 1\ FLOORS L 360 N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS MODEL RAFTERS/ PLATES STUDS NAILS NAILS / INTERMEDIATE SUPPORTS. NO. Go. TRUSS (133) (160) F, F2 (133 do 160 (133) (160) F, FZ (133 do 160 CEILINGS WITH BRITTLE FINISHES (INCLUDING APPROVED BY CODE OFFICIAL AND SHALL BE MAINTAINED BY HOMEOWNER AT ALL TIMES. 0.FASTENERS SPACED WALL SHEATHING AND 3 OC AT EOC DGES 86 OAT T INTERMEDIATE SUPPORTS FOR SUBFLOOR AND PLASTER and STUCCO) L/360 MEDIATE SUPPORTS FOR ROOF SHEATHING. H1 18 6-8d x i\ 4-8d --- 1958 490 585 485 165 455 4DO 400 415 140 370 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING THE SIGN OR SYMBOL SHALL CONSIST OF A CIRCLE SIX INCHES (152.4 MM) IN DIAMETER' WITH A STROKE WIDTH OF 1/2 INCH (12.7 P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. H2 18 5-8d --- 5-8d 1040 335 335 -- --- 335 230 230 --- --- 230 GYPSUM BOARD) L/240 ALL OTHER STRUCTURAL MEMBERS L/240 MM). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE H2.5 18 5-8d 5-8d --- 1300 415 415 150 150 415 365 365 130 130 365 EXTERIOR WALLS - WIND LOADS °WITH PLASTER H/360 REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. PACIFICO ENGINEERING,PE MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS H2.5A 18 5-8d 5-8d --- 1793 600 600 110 110 480 520 535 110 110 480 OR STUCCO FINISH 700 LAKELAND AVENUE,SUITE 2B ( REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) H3 18 4-8d 4-8d --- 1 1433 455 455 125 160 415 320 320 105 140 1 290 EXTERIOR WALLS - WIND LOADS °WITH OTHER BRITTLE FINISHES H/240 (1 ) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING, WEATHER-RESISTANT MATERIAL; PROVIDED, HOWEVER, THAT A SIGN BOHEMIA,NY 631-988-0000 USE LIVE LOAD DEAD LOAD H4 20 4-8d 4-8d --- 1144 360 360 165 160 360 235 235 140 135 235 EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FlNiSIES H/12au OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERMANENT NON-FADING STICKER OR DECAL. EXTERIOR BALCONIES 60 PSF 10 PSFLINTELS SUPPORTING MASONRY VENEER WALLS ° L/600 DECKS 40 PSF 10 PSF H5 18 4-8d 4-8d --- 1485 455 465 115 200 455 265 265 100 170 265 NOTE L S SPAN LENGTH, H = SPAN HEIGHT (2) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CONSTRUCTION PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN HSA 18 3-8d 3-8d --- 1500 350 420 115 180 290 245 245 100 120 170 A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, 11HE WIND LOAD SHALL BE TYPE OF THE RESIDENTIAL STRUCTURE, AS FOLLOWS: 4� NEt�,► ATTICS WITHOUT STORAGE ROOF BELOW 3 PITCH 10 PSF 10 PSF PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING ASD LOADS OBTAINED FROM ATTICS WITH STORAGE ROOF BELOW 3 PITCH 20 PSF 10 PSF Hs 16 --- 8-8d 8-6d 3983 915 950 650 --- --- 785 820 560 --- --- TABLE R301.2(2). (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL ,r�P pAc�,�i� ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF H7 16 4-8d 2-8d 8-8d 2991 930 985 400 --- --- 800 845 345 --- --- B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. BE $1 " AND SLEEPING ROOMS 30 PSF 10 PSF C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR IWALLS OF SUNROOM ADDITIONS V H8 18 5-10d x 1\ 5-10d x 1 --- 2422 620 745 -- --- --- 530 565 --- --- --- OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANIELS, THE TOTAL LOAD 1x STAIRS 40 PSF 10 PSF DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS (ii) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS THE CONSTRUCTION TYPE DESIGNATION SHALL y UJ GUARDRAILS AND HANDRAILS 200 PSF 10 PSF H9KT 18 441x 1\ 5-SDIx 1\ --- 2812 875 875 680 125 --- 755 755 680 125 --- SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFI.EC110N SHALL NOT EXCEED L/175 FOR EACH ROOF LOADING LIVE—GROUND SNOW LOAD 30 PSFHID 18 8-8d x 1 \8-8d x 1 --- 3135 905 990 585 525 --- 780 850 505 450 --- ""`° "'V '" '`" `�° T" `"'T°""'r'" n`" " " ""n'°`° � ruT° '° "m°` cmhir�`"'T `m BE "11$ "11", "III", "IV" OR "V" TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE f ROOF VENTILATION REQUIREMENTS H1DR 18 8-8d x 1 \8-8d x 1 --- 3135 905 990 585 525 --- 780 850 505 450 --- BCNYS. 0661 H10-2 HID-2 18 6-10d 6-10d --- 2447 760 760 455 395 --- 655 655 390 (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION0 INDICATE THE LOCATIONS(S) CONTAINING OPer, % §RR806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to PROFESSIONAL SEAL the underside of roof rafters shall have cross; ventilation for each separate space by ventlating openings protected against Ht1z 18 6-16d x 2 -16d x 2 --- 5097 630 830 525 Iso --- 715 715 450 655 --- TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION STRUCTURAL COMPONENTS, AS APPLICATION NUMBER the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch ------ (3.2 mm) minimum to 1/4 inch (6.35 mm) maximum openings. FOLLOWS: §RR806.2 Minimum area. The total net free ventilating area shall not be less than 1 to 150 of the area of the space (i) "F" SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS; JOB NUMBER ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than (II "R" SHALL MEAN ROOF FRAMING•' AND 2018 RESIDENTIAL 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be „) DATE ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the required ventilation provided by (iii) FR SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. 02-27-20 eave or cornice vents. As on alternative, the net free cross—ventilation area may be reduced to 1 to 300 when a vapor (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL OVER THE barrier having a transmission rate not exceeding 1 perm (57.4 mg/sm2Pa) is installed on the warm side of the ceiling. §RR806.3 Vent clearance. Where eove or cornice vents are installed, insulation shall not block the free flow of air. A LOCATION DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL. minimum of a 1—inch (25.4 mm) space shall be provided between the insulation and the roof A 7 sheathing at the location of the vent. 12"MAX. 12"MAX. SIMPSdN"HLlUS 2-16d COMMON 146q G"MIN. 6"MIN. FOIi FUL16LC3.C. DEAD LOAD ASSUMPTIONS: ROOF CEILING ASSEMBLY DL = 15 sf DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 sf OF STUD. THREE SECOND GUST WIND SPEED ROOF LIVE GROUND SNOW LOAD oo (mph) 85 90 100 110 120 130 140 150 LOAD 0 ° FRAMING SPACING ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS 20 PSF 30 PSF 50 PSF 70 PSF •' 4• '• d• a Vi' ''a•' (in.) (ft.) (TOENAILED) REQUIRED IN EACH RAFTER ROOF SPAN (ft.) ALTERNATE -• 4 ' AND OR CEILING JOIST JAN 0 4 2021 / 12 24 36 12 24 36 12 24 36 12 24 36 TO TOP PLATE CONNECTION 1'2'3'4 COLLAR TLE `O a N RAFTER SLOPE RAFTER NUMBER OF 16d COMMON NAILS or 40d BOX NAILS 12 1 1 1 2 2 2 3 3 SPACING PER HEEL JOINT CONNECTION 1,2.3.4,5,6 i 1/4" X 20 GAUGE STL ' i6 1 1 1 2 2 3 3 3 (in.) co - CS20 ( C LED TRAP ) ALTERNATE :.':=Y:.''- ' ;�: 12 24 1 1 2 2 3 3 4 4 12 4 7 10 4 8 12 6 11 17 8 15 22 z COLLAR TiE BLOCISING •w,;;.,11 O ENUwALt_. 28 1 1 2 2 3 4 4 5 3:12 16 5 9 13 5 10 15 8 15 22 10 20 29 INECTION. 32 1 1 2 3 3 4 5 5 19.2 6 11 16 6 12 18 9 18 27 12 24 35 MON NAILS EA ND OF STRAP 36 1 2 2 3 3 4 5 6 24 7 13 19 8 15 23 ii 22 33 15 29 44 LU • .`��': : '. 2 12 1 1 2 2 2 3 3 4 12 3 5 8 3 6 9 5 9 13 6 11 17 TIE - 3 10d OMMON NAILS 6 EA. 16 1 1 2 2 3 3 4 4 16 4 7 10 4 8 12 6 11 17 8 15 22 •. "•' 20 1 1 2 2 3 4 4 5 4:12 19.2 4 8 12 5 9 14 7 14 20 9 18 27 TO STUD C)NNE TiON. " e' ' 16 24 1 2 2 3 3 4 5 6 24 5 10 15 6 12 17 9 17 25 11 22 33 W S 8d COMMN N ILS 6 EA. END OF STRAP 28 1 2 2 3 4 5 5 6 32 1 2 2 3 4 5 6 7 12 3 4 6 3 5 7 4 7 10 5 9 14 Z 8d COMM NAI " " 36 2 2 3 4 4 6 7 8 5:12 5/8 ANCHOR BOLT 0 32 O.C. FOR 1 STORY 16 3 6 8 3 6 9 5 9 14 6 12 18 � 16d COMMON N ILS FOR 5 PITCH 5/8" ANCHOR BOLT 0 32' O.C. FOR 2 STORY 19.2 4 7 10 4 8 11 6 11 16 7 14 21 ( CH 7/8"DIA.THREADED ROD EMBEDDED 12 1 1 2 2 3 3 4 4 24 4 8 12 5 9 14 7 14 20 9 18 27 9 I6d OM NAILS ( FOR 8 PITCH 12 1/2"INTO CONCRETE,W/"SIMPSON"AT 16 1 1 2 2 3 4 4 5 W PLATFORM OVE 1 16d COMMON NAILS 6 i6' O.C. " (InoH STItENdTII PROXY ADHESIVE) 12 3 3 5 3 4 5 3 5 8 4 7 10 1) MIN, 7 EMBEDMENT INTO CONCRETE 20 1 2 2 3 4 4 5 6 1 FOR TEMPS OF 40'F USE"SIMPSON'•AT 16 3 4 6 3 5 7 4 7 10 5 9 13 � ABLY TO STU CO NECTION W/3" SQUARE WASHERS AND END NUT SETUP (I31<..-m STRENCTTT ACRUJ-C ADITF..STVF..). 19.2 24 1 2 2 3 4 5 6 7 7:12 19.2 3 5 7 3 6 8 4 8 12 5 10 15 TWO STORY ONFl URATIONS ). 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR HOLDOWN CONNECTION 1st FLOOR 32 2 2 3 4 5 6 7 8 24 3 6 9 4 7 10 5 10 15 7 13 19 OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. 36 2 2 3 4 5 7 8 9 12 3 3 4 3 3 4 3 4 6 3 5 8 ',OMMON NAI 6 A. END OF STRAP 12 1 2 2 3 3 3 5 5 9:12 16 3 3 5 3 4 5 3 5 8 4 7 10 W PLATFORM OVE 1 C OF EA. PLATE TO 3)1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 16 1 2 2 3 3 4 5 6 19.2 3 4 6 3 4 6 3 6 9 4 8 12 Q I6d COMMON NAI6 16 O.C. K; 6" MIN. TO 12" MAX. FROM ENDS OR CORNERS. 20 2 2 3 3 4 4 6 7 24 3 5 7 3 5 8 4 8 11 5 10 15 0 2-16d COMMON SIMPSON"HDUS NAIL-S�E"o.c. 24 24 2 2 2 4 4 5 7 8 12 3 3 3 3 3 3 3 3 5 3 4 6 ABLY TO SI PLA ( S ) CONNECTION. 28 2 2 3 3 4 5 8 - 16 3 3 4 3 4 3 4 6 3 5 8 •1' FOR FULL LENCITH 3 :.:.,.. ANCHOR BOLT SPECIFICATION OF.S-I'UD. 12:12 Q MMON NAILS EA END OF STRAP 36 2 3 4 4 5 6 9 - 242 3 4 5 3 4 6 3 6 9 4 8 11 Z PLATFORM ° ° 1. - PRESCRIPTIVE OMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 1. -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS ARE CLINCHED. I6d COMMON NN 16" O.C. 2. - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. 2. - HEEL JOINT CONNECTION ARE NOT REARED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL ABLY TO SI PLA (S) CONNECTION 3. - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF HEADER, OR RIDGE BEAM DESIGNED TO ESIST THE APPLIED LOADS. ION. 9 psf(0.60 x 15 psf= 9 p,30. IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 3 - WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A T8d WOOD SHEATHTNG :+'•:. 1 NAIL AT EACH END OF THE STRAP. LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTiON REQUIREMENTS SHALL BE PERMITTED TO MMON NAILS ND OF STRAP -.L•.:: ? ' : . '." . .' •; r.r;•:•. TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. PLATFORM BELOW 1 16d COMMON NAILS 616" O.C. OMMON NAILS 4. - MINIMUM ASTM A653 GRADE 33 STEEL STRAP. 4. - EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. y �~ •�; "O.C.EDGE,&FiELD ••y I) II ( 00 5. - TABULATED HELL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ITLocxrNo @ oo ASSEMBLY. 13NUWALL• °° 6. - TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEIUNG JOISTS OR RAFTER TiES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOISTS OR RAFTER TIES ARE LOACTED HIGHER IN THE 3 TYPICAL SECTION 4 DETAILS I HOLD DOWN (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ATTIC SPACE NO ATTIC B STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS C SHALL BE INCREASED BY THE FOLLOWING FACTORS: THREE SECOND GUST WIND SPEED 85 90 100 110 120 130 140 150 CFIINGHIE1CIiT eR/nr) us �N 'iN E°s" (mph) Crete. RAFTER / WALL HEIGHT NUMBER OF 8d COMMON NAILS or 10d BOX NAILS t � T T 1/4 1.31.b3 Cn CEILING JOIST (ft.) (TOENAILED) REQUIRED IN EACH RAFTER 1/5 1i 25 W a minimum specified compressive 2X4 CONTINUOUS SPACING AND OR CEILING JOIST W "SIMPSON"HDuS 1,2.3.4 1/10 1.11 table RR )2.2(1)Concrete subject LATERAL BRACE SHEARWALL SEG. DETAIL TYP. (in.) TO TO PLATE CONNECTION AT 6'O.C. 5 No'rE:ALL STRAPPING,ANCHORS,HOEDOWNS a NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TiES MAY EXCEED 3/4 INCH WHEN RAFTER TIES idicated i table RR301.2(1) ADIEU srvEs ro BE IxsTALLED ns PER 12 8 ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, H ,RR WHEN H 16 GREATER THAN 2 FEET AND Q MANUT-ACTURERs SPECIFICATIONS.P 2 2 2 2 3 3 3 3 MAY REQUIRE ADDITIONAL CONSIDERATION. led as sp cifi d in table imun weig t fly ash,other pozzoland,siFcia HOEDOWN CONNECTION 2nd FLOOR to 2 2 2 2 3 3 3 3 W U is inciuide in concrete mixtures for garage floor TRUSS OR CEILING JOIST 6 16 8 2 2 3 3 3 4 4 4 = Z W rior porch s, arpot slabs,and steps that will 2-1odNAILs I) PLYWOOD SHEATHING 10 2 2 3 3 3 4 4 4 eU W 0 Z in ;ing chem cols shall not exceed the percentage 8d COMMON NAILS THREE SPEEDO GUST @ 6"O.C.F.DGE&FTF..T,D 24 8 3 3 4 4 5 5 5 5 MIND SPEED(mph) � � t0E 110 120 130 140 150 � W of ceme titi s materials.Materials used 10 3 3 4 4 5 5 5 6 STRUCTURAL SHEATHING 0 W p U .e and to ting there of shall comply with the _ SOL113 BLOCKING 1. - PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 E F E F E F E F E F E F E F E F s listed i AC 318. in GABLE END TRUSS 2. - TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. SHEATHING LOCATION RAFTER/TRUSS SPACING , Z 0 w (inches,o.a) EIiBMUM NAB SPACING FOR I�COh!o0N)NNLS a 10d BOX NABS J W vents er itt d b ACI 318, cement Corr) I n HOLD DOWN 3. - WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE RAFTER P Y P YI g 5 d COOLER NAILS AND COUNG JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. INTERIOR ZONE 12 U' 0 Q 8 12 8 12 0 12 B 12 8 12 8 12 8 12 8 12 is permitt d. AT5o.C. W W CD 2 GYP.BOAR � 4. - TO AVOID SPLITTING NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SDE OF A RAFTER OR 16 s 12 6 t2 s 1z s 12 6 tz a iz a iz s t2 CEILING JOIST WHEN i:ASTENED TO A 2 x 4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WhIEN FASTENED TO W Q 00 2X4 BLOCK NAILED TO EACH TO A 2 x6 TOP PLATE. 19.2 ' f C\I .mun depth.. BRACE WITH 4-I Od NAILS All exterior footings and foundation 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 S d COOLER 24 8 12 s t2 6 12 6 12 8 12 8 12 6 12' 6 12 O 1d below he rost line specified In Table RR301.2(1)all @ , to-8d SHEARWALL SEG. DETAIL TYP. `:; PERIMETER ,z NATES 7'O.C. ` 6 12 6 12 E 12 6 12 6 12' 6 12' 6 6 6 6 z ill be place a least 12 inches (305mm) bellow the NAiLS 16 8 12 6 12 1 12 6 12' 6 6 6 6 6' 6' 6' 6' RIDGE TENSION STRAP RIDGE BOARD OR t92 : a a a a a a a 4 8 12 8 12 1 12 3 6 6 6 B 8 8 6 4 4 STRAP G.A. g8 RIDGE BEAM 24 8 12' 8 12 6 8 _ 6' 6a 6' 6' 6' e' 4tl 44 44NOTE: RAFTERGABLE ENOWAL RAKE or RAKE TRUSS with:te and n as foundation walls. I-SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S.) LOOKOUT BLOCK 6 6 s' s' 4° s' e 6' 4 4 4' 4' - - - ENDWALL WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM LOOOKKOUTT BBLLOCK RAKE ar RAKE TRUSS atthaut 6 a 8 6 d 6 6 8 6 8 6' 6' 6 all be sei Cte and constructed in accordace with STUDS SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. � � lis sectio or in accordance with ACI 318 or ACI �� 8d COMMON NAILS @ 6"O.C.EDGE&FIELD ® ITV_rF_a10R Zc l!UC: SHEATHING SIZE RAFiER/TRUSS SPACING NUMBER of caAMEN NAILS or Tod BOX NABS 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE (mdlea,°'`) PER SUPPORT E02. Q DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 sf ,NE UNLESSOTHERWISENOTED. ® PER1_N4E'-rER ZONE THREE SECOND GUST WIND SPEED R inforcing steel shall meet 'the requirements (DICEILING BRACING GABLE END WALL 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) 1x6 OR txe SHEATHING t2-t9.2 2 z 2 2 z 2 z 2 (mph) 85 90 1°° 110 120 130 140 150 1x10 LARGER SHEATHING 12-19.2 3 3 3 3 3 3 3 3 &DETAIL 4(HOLD DOWN&CONN). E-NAIL SPACING AT PANEL EDGES(in.) all A 617 0 7i ( The minimun yield strength Of (7Y-_ DGE ZONE ). ROOF PITCH ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS F-NAB.SPACING AT INTERMEDIATE SUPPORTS N THE PANEL FIELD(n.) all be 40, 00 psi (Grade 40) (276 MP3). Vertical (ft.) IN EACH END OF 1-1/4" STRAp,2,3,4,5,s,7 reinforce ent shall be place no closer t0 the i.- FOR ROOF SHEATHING WiNN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT < ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I2I I 2'-0"O.C. I I 2'-0°O.C. ( 2,-T{ALL BE ABULATED 1122 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBuS WTH c Wall tha on,--half the wall thickness. Steel TABLE R301.6 1.49. FOR FRAMING MEMBERS WTH 0.42 ��.49,THE NAIL oundation wall shall have concrete cover in 12 1 1 2 2 2 3 3 4 SPACINGS SHAM BE REDUCED To 6 INCHES O.C. APPLICANT N o C 16 1 2 2 2 3 4 4 5 3.-TABULATED 6 INCH O.0 NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBEtS WTH G �.49. FOR FRAMING MEMBERS M1TN 0.42 �449,THE NAIL 318 STRUCTURAL MEMBER Al 10 FACINGS SHALL BE REDUCED TO 4 INCHES O.C. 0 0 0 3.12 20 2 2 2 3 4 4 5 6 4.-TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 91TH G 1.49. FOR FRAMING MEMBERS NTH 0.42 4�.49.THE Na E RF., U R .MENTS: RAFTERS HAVING SLOPES GREATER THAN 3 / 12 WITH L / 180 24 2 2 3 3 4 5 6 7 SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 2'-o"D.C. 28 2 2 3 4 5 6 7 $ 5.-TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED M EXPOSURE B NO FINISHED CEILING ATTACHED TO RAFTERS I 2'-0°O.C. ( v2"O CARRIAGE BOLT(MIN.) 32 2 3 3 4 5 7 8 9 W/WASIiF..R&NUT(TYP.) 36 11 2 3 4 5 6 7 9 - 3ed lightingfitures.Men installed in the building envelope, INTERIOR WALLS & PARTITIONS H / 180 TYPICAL BOLT PATTERN FOR FLITCH PLATE is i i 2 2 2 3 3 4 THREE SECOND 65 90 100 110 120 130 140 150 loll meet ne of the following requirements: FLOORS AND PLASTERED CEILINGS L / 360 8 16 1 2 2 2 3 4 4 5 _7 WIND SPEED(mph) manufactured with no penetrations between theinside of they 4:12 24 2 2 2 3 3 4 5 6 STRUCTURAL SHEATHING :urs andc(ilin cavityand sealed askeetH�d to prevent air leakage ALL OTHER STRUCTURAL MEMBERS L / 240 NOTE: 28 2 2 3 3 4 5 6 7 g g a p g E F E F E F E - E F E F E F E F 32 2 2 3 4 4 5 6 7 DANIEL BURKO DESIGN LLC onditione sp ce. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L / 360 1. FOR GABLE ROOFS 10' TO 45' PITCHES. 36 2 2 3 4 5 6 7 8 SHEATHING LOCATION STUD SPACING 4 138 SOUTH 1ST STREET,SUITE 103 RIDGE PLATFORM FRAMING ONLY. MIHIIAUN NAIL SPACING FOR COMMON NMS a toe BOX NAILS )n-IC rat d, i stalled inside a sealed box: EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L 240 2. SEE FASTENING SCHEDULE A FOR NAIUNG 12 1 1 1 1 2 2 2 3 (Ind*%oc.) ��,°'•ae.) LINDENHURST,NY 11757 / 16 1 1 1 2 2 2 3 3 INTERIOR ZONE 12 (631)482-7858 IN EA. ZONE. 6 t2 8 t2 6 12 6 12 6 12 6 12 6 12 6 12 DANIELBURKO@GMAIL.COM from a inim n 0.5-inch-thick (12.7mrri) gypsum wallboard 20 1 1 2 2 2 3 3 4 16 6 12 6 12 11 12 8 12 6 12 6 12 6 12 6 12 ed from pr formed polymeric vapor barrier,or other EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L / 120 5:12 24 1 2 2 2 3 3 4 5 ed from manufactured for for this purpose, while maintaining �RR303.3 13athroom water closet compartment 28 1 2 2 3 3 4 5 5 24 6 12 6 12 8 12 6 12 6 12 6 12 6 12' 6 12 YP P g NOTE: L - SPAN LENGTH. H - SPAN HEIGHT and other similar rooms shall be provided with aggregate glazing area in windows 32 2 2 2 3 4 4 5 6 PERIMETER EDGE IatE 12 6 12 6 12 8 12 8 12 8 12 6 12 6 12 8 12 STRUCTURAL ENGINEER Trances of no less than 0.5 inch (12.7) from 36 2 2 3 3 4 5 6 7 S (76mm fro insulation material. of not less than 3 square feet (0.279 m2), 16 a a = THE WIND LOAD SHALL BE PERMITTED TO s tz s 12 6 12 a t2 a 12 s 12 s 12 s tz one-half of which must be o enable. 12 1 1 1 1 2 2 2 2 BE TAKEN AS 0.7 TIMES THE COMPONENT AND 16 1 1 1 2 2 2 3 3 24 6 t2 6 12 s 12 s 12 s 12' 6 12 s 12' s 12 CLADDING LOADS FOR THE PURPOSE OF THE 20 1 1 2 2 2 3 3 4 i, in acco dan a with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. EXCEPTION: The glazed areas shall not be 6:12 24 1 1 2 2 3 3 4 4 BOARD SHEATHING or LAP SIDING ute (cfm) (0.944 L/s) air movement from the conditioned required where artificial light and a machanical 28 1 2 2 2 3 4 4 5 SHEATHING SIZE RAFiER/1RUSS SPACING NUMBER OF Ed COMMON NAILS or 10d BOX NAILS ventilation system area provided. the minimum 32 2 2 2 3 3 4 5 5 (inches,oe.) PER SUPPORT ceiling Vit .The lighting fixture shall be tested at ventilation rates shall be 50 cfmi�23.6L/s) for 36 2 2 2 3 4 4 5 6 Pa res urs difference and shall be labeled. TOP PLATE SPLICE REQUIREMENTS intermittent ventilation air from t e space 1x6 OR 1x6 SHEATHING 12-24 2 2 2 2 2 2 2 2 P FOR WIND EXPOSURES B&C ATTIC SPACE. shall be exhausted direct) to the outside. y 16 1 1 1 2 2 2 2 3 1x10 LARGER SHEATHING 12-24 3 3 J 3 3 3 3 3 ONE STORY SLAB ON GRADE 20 1 1 2 2 2 3 3 3 E-NAB_SPACING AT PANEL EDGES(in.) RR303-6 Stairway illumination- All interior 7'12 - 12'12 BUILDING MIN.SPLICE § 28 1 2 2 2 3 3 4 4 F-NAB.SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(in.) PACIFIED ENGINEERING,PE TABLE 402.2 and exterior stairways shall be provided with 700 LAKELAND AVENUE,SUITE 2B DIMENSION LENGTH a means to illuminate the stairs, inclu6ng 32 2 2 2 3 3 4 4 5 1.- FOR WALL SHEATHING WTHHN 4 FEET OF THE CORNERS,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. BOHEMIA,NY 3P ECI E OM PRESSI VE STREN GH T OF CONCRETE TOP PLATE.,SPLICE.,LENGTH the landings and treads. Interior starwayrs 36 2 2 2 3 3 4 5 6 2.-TABULATED 12 INCH O.C.NAIL SPACING ASSIBAES SHEATHING ATTACHED STUD FRAMING MEMBERS WTH G X49, FOR FRAMING MEMBERS NTH 0.42 -416.49,THE NAIL SPACINGS SHALL 631-988-0000 121-0-1 21-011 BLOCKING 2 BAYS shall be capable of Illuminating tread and BE REDUCED TO 6 INCHES O.C. P 9 1. - TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE A MULTIPLIED BY 0.70 FOR FRAMING 16'-0" Y-0" BACK @ 4'-0"O.C. landings to levels not less than 10 foot NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS 3 FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED 1D BE SUBSRNIED FOR COMMON NAILS 4.-TABULATED NNL SPACINGS ASSUME A BIIEIBNC LOCATED N EXPOSJRE 8 MINIMUM ( ) 2. - TABULATED RIDGE CONNEC110N LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 20'-0" 4'-0" candles 108 ix measured at the center of -� Z LOCATIONS OF 24'-0" 41-011 treads and landings. Exterior stairways 3. - TABULATED CONNECTION EQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY COMPRESSIVE STRENGTH A fC a shall be provided with an artificial light TE CO S RUCTION 281-0115 -0 a source located in the inmediate vicinity 4. -DTABULATED(coNNEC110N1REIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING FOR DIFFERENT is �� Weahering potentialb 32'-0" 6'-0" QWITH FINISHED CEILING ATTACHED TO RAFTERS L 1 RIDGE STRAP SPACING, MUIR LY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: � @ PAC/�c� '} 36'-0" 7'-0" � of the top landing of the stairway. 40'-0" 81-01. SECOND FLOOR. Exterior stairway providing access INTERIOR WALLS AND PARTITIONS H/180 -- from the outside grade level shall be provided RIDGE STRAP SPACING (tn.) 12 16 19.2 24 46 50'-0" 10'-0" with an artificial light source located in the MULTIPLIER 1.00 1.33 1.60 2.00 4.00 FLOORS L/360 lit 60'-0" 12'-0" W immediate vicinity of the bottom landing C 3H, foundations and other 5. - WHEN THE TABULATED NUMBER OF NAILS REpUIRED IN EACH END OF THE STRAP IS EOTAL TO 1 AND THE CEIUNGS WITH BRITTLE FINISHES (INCLUDING L/360 --- - I, w 2,500 2,500 2,500c 70"-0" 14'-°" of the stairway. FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAIUNG IS PLASTER and STUCCO) t exposed t the weather 80'-0" 16'-OF' NOT REQUIRED. EXCEPTION: An artificial light source Is not required CEILINGS WITH FLEXIBLE FINISHES (INCLUDING fi abs and interior slabs on at the to and bottom landing, provided an 6. - WHEN A COLLAR 11E IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED GYPSUM BOARD) L/240 cf• Ft garag floor slabs 2,500 2,500 2,500c BLOCKING2BAYS p IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d COMMON NAILS IN A artificial light source is located directly lover STEEL STRAP OR THE NUMBER OF 12d BOX NAILS IN EACH END OF THE COLLAR TiE NEED NOT EXCEED THE ALL OTHER STRUCTURAL MEMBERS L 240 BACK @ 4'-0"O.C. each stairway section. TABULATED DUMBER OF 10d BOX NAILS IN A STEEL STRAP. / �,�Iop TOP PLATE SPLICE REQUIREMENTS 7. - 1-1/4'20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT. EXTERIOR WALLS - WIND LOADS GWITH PLASTER H/360 ESSti all, foundation wall, exterior wall FOR WIND EXPOSURES B&C OR STUCCO FINISH PROFESSIONAL SEAL :rtical c nc ete work exposed 2,500 3,000d 3,000d ALL OTHER CASES 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- EXTERIOR WALLS - WIND LOADS °WITH OTHER BRITTLE FINISHES H/240 APPLICATION NUMBER Ter. TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT. BUILDING MIN.SPLICE FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING FIRST FLOOR. EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/1204 ------ port slabs and steps DIMENSION LENGTH SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 the weather,and garage 2,500 3,000d,s 3,500d,e NUMBER OF NAILS. JOB NUMBER S. 121-011 Y-0" 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING NOTE: L E SPAN LENGTH, H = SPAN HEIGHT 2018 RESIDENTIAL 16'-0" 4'-0" LOCATED IN EXPOSURE (B). A.FOR THE PURPOSE OF iNE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TiMES THE COMPONENT AND CLADDING (ASD)LOADS OBTAINED FROM TABLE R301.2(2). DATE r square i ch 6.895 KPA. 20'-0' - 02-27-20 241-011 6'-0" 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 28'-0" 7'-0" WALL HEAIGHTS FOR OTHER WALL HEIGHTS, (H) BLOCKING 2 BAYS .2(l) for eat erin potential. 32'-0" g'_0 THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BACK @ 4'-0"O.C. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS ( ) g P BY H/8. OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD se locations t at may be subject to freezing and 36'-0" 91-011 DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L 175 FOR EACH )nstructio shAl be air-entrained in accordance 50'-O" 131-011 4 - TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL. n Ace I 11 �4 1 pan CAD TUC CEITDC I Mr'TU nC TUC LEADED UU11"MIA-D IC U/ CTDIAIMIFIT CAD 60'-0" 16'-0" 9 SPLICING OF TOP PLATE BLOCKING AT ENDWALL air entr ins .Total air content ercent b volume 70"-0" 191-011 r LOW-RISE RESIDENTIAL COMPLIANCE PATH SECTION M1601 .4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. (MANDATORY) COMPLIANCE PATH M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC R402.4 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE=)tMS'fEf ED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND R402.4.4. FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,AND 02 (R402) BUILDING MANDATORY + TOTAL UA ALTERNATIVE ALLOW BUILDING THERMAL ENVELOPE. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4a1.1 AND R402.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL THERMAL ENVELOPE CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTICPLUS- OW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES. TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS SECTION R403.3 - SYSTEMS (MANDATORY) BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED "181A-P" FOR PRESSURE-SENSITIVE TAPE, "181 AM" AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL D CTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONSR403.3.1 THROUGH FOR MASTIC OR 181 A-H FOR HEAT-SENSITIVE TAPE, COMPONENTS AND VERIFY COMPLIANCE. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. � R 03.3.5. R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE z CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM)AND SHALL BE 0 R403.1 CONTROLS (MANDATORY). CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY.A LU A LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET-METAL SCREWS OR RIVETS EQUALLY SPACED AROUND THE JOINT. WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER SYSTEM. TAPES AND MASTICS USED TO SEAL METALLIC AND NONMETALLIC FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL COMPLY CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.1.1), OPERABLE WINDOWS AND DOORS co U) R403.1.1 PROGRAMMABLE THERMOSTAT. WITH UL 181B AND SHALL BE MARKED "181 B-FX" FOR PRESSURE-SENSITIVE TAPE OR"181 BM" FOR MASTIC. FITTINGS USED IN MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. W T E THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE COMBINATION WITH FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL HAVE A FLANGE LENGTH OF NOT LESS THAN 2 INCHES (51 MM) FOR DURING TESTING: O CONNECTION OF THE FLEXIBLE DUCT. FLEXIBLE DUCT INNER CORES SHALL BE INSTALLED NOT LESS THAN 1" 25MM ONTO THE FITTING PRIOR > DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON ( ) 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL w A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES TO TAPING AND APPLICATION OF THE MECHANICAL FASTENER. MASTIC SHALL BE APPLIED IN ACCORDANCE WITH THE MASTIC MEASURES; 0 THE DAY.THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO PULLING THE INNER CORE ONTO THE FITTING AND APPLYING THE MECHANICAL 2, DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES; TEMPORARILY OPERATE THE SYSTEM TO MAINTAINZONE TEMPERATURES DOWN TO 55°F (13°C) FASTENER. NONMETALLIC MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181B AND 0 UP TO 85°F (29°C). THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE e, SHALL BE MARKED 181 B-C.WHERE NONMETALLIC MECHANICAL FASTENERS ARE USED, THE FITTINGS SHALL BE BEADED.THE 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN,ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; Q MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F (21-C)AND A OOLING TEMPERATURE SET POINT NO LOWER THAN 787 (26°C). INSULATION AND OUTER VAPOR BARRIER OF FLEXIBLE DUCTS SHALL BE SEALED TO THE FITTING USING 2 WRAPS OF APPROVED DUCT TAPE OR 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; 0 R 03.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY). A MECHANICAL FASTENER IN PLACE OF, OR IN CONJUNCTION WITH, THE TAPE. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF; AND Z HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS CLOSURE SYSTEMS USED TO SEAL ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. TIIAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT EXCEPTIONS: EXCEPTIONS:1.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTNG HOME HAVING A COMBINED MAXIMUM AIR LEAKAGE RATE OF 7 AIR P1JMP COMPRESSOR CAN MEET THE HEATING LOAD. 1. SPRAY POLYURETHANE FOAM SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. CHANGES PER HOUR. TO QUALIFY FOR THIS EXCEPTION THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRICK TO THE 2009 WASHINGTON STATE ENERGY CODE.R402.4.2 FIREPLACES. R403.3.2 SEALING (MANDATORY). 2. WHERE A DUCT CONNECTION IS MADE THAT IS PARTIALLY INACCESSIBLE, THREE SCREWS OR RIVETS SHALL BE NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS,AND OUTDOOR COMBUSTION AIR. WiEN USING TIGHT-FITTING DOORS ON FACTORY-BUILT FIREPLACES LISTED D CTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. AND LABELED IN ACCORDANCE WITH UL 127, THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE. WHERE USING TIGHT-FITTING DOORS ON MASONRY FIREPLACES, THE DOORS SHALL BE COMPLY WITH EITHER THEINTERNATIONAL MECHANICAL CODEOR INTERNATIONAL 3. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), LISTED AND LABELED IN ACCORDANCE WITH UL 907. R SIDENTIAL CODE, AS APPLICABLE. ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS AND R402.4.3 AIR LEAKAGE OF FENESTRATION. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF N0 MORE THAN 0.3 CFM PER SQUARE FOOT(1.5 L/S/M2), AND E CEPTIONS: LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 LIS/M2), WHEN TESTED ACCORDING TO NFRC 400 OR AAMAIWDMA/CSA I Ol/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY 1. IR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT M1601.4.3.1 SUPPORT FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4 FEET AND LISTED AND LABELED BY THE MANUFACTURER. ADDITIONAL JOINT SEALS. (1219MM)WHERE INSTALLED HORIZONTALLY AND 6 FEET (1829MM)WHERE INSTALLED AS VERTICAL RISERS AND SHALL BE INSTALLED IN EXCEPTIONS:1. FIELD-FABRICATED FENESTRATION PRODUCTS (WINDOWS, SKYLIGHTS AND DOORS).2. CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS PROVIDED W 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE ADC FLEXIBLE DUCT PERFORMANCE & INSTALLATION THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET, OPERABLE WINDOWS AND W STANDARDS. SUPPORTS SHALL BE NOT LESS THAN 1.5 INCHES 38MM) IN WIDTH AND THE SAG BETWEEN SUPPORTS SHALL NOT EXCEED DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN CLIMATE ZONES 3 THROUGH 8, C LUMN (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR ( WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL BURNING APPLIANCES, THE APPLIANCES AND COMBUSTION AIR OPENINGS SHALL 0 W W OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. C NTINUOUSLY WELDED JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND SEAMS OF 112" (13MM) PER FOOT OF DUCT LENGTH BETWEEN SUPPORTS. BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE, OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN z z W >- ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1, WHERE THE WALLS, FLOORS AND CEILINGS SHALL MEET THE MINIMUM OF THE BELOW-GRADE WALL R-VALUE REQUIREMENT.THE z o w R z 03.3.2.1 SEALED AIR HANDLER. SECTION R403.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY). DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION AIR DUCT SHALL BE INSULATED 0 (n J Y Al HANDLERS SHALL HAVE A MANUFACTURER S DESIGNATION FOR AN AIR LEAKAGE OF NO MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F (41°C) OR BELOW 55°F(13°C) SHALL BE INSULATED TO A MINIMUM OF R-3. WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8. W 2: MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH R403.4.1 PROTECTION OF PIPING INSULATION. Q O °- L EXCEPTIONSA. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.2. FIREPLACES AND STOVES COMPLYING WITH SECTION R40,2.4.2 AND _I ,j W A HRAE 193. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE INCLUDING THAT CAUSED BY SUNLIGHT MOISTURE EQU00ENT SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING, RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC-RATED AND D CD 0 Q R40313 DUCT TESTING (MAN[?ATORY). MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADHESIVE CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 L/S)WHEN TESTED AT A 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL AND SHALL HAVE A LABEL ATTACHED O7 2000 � D CTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING TAPE SHALL NOT BE PERMITTED. SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING z o N METHODS: 09-P 111 1. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. 25 PA ACROSS THE SYSTEM, ( ) INCLUDING THE MANUFACTURER S AIR HANDLER __- .F ; #I �a , I , ,�gl:°,�, # I y • bn ENCLOSURE IF INSTALLED AT'THE TIME OF THE'TEST.ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURINGTHE TEST. 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DI=FERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE ENTIRE SYSTEM, INCLUDING THE Q b"1aI dryw, ' MANUFACTURER S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 1i"" �1I Gt�lk,ed. lUIt . *ate ' _ �.q• " �„ ,S • ;1 t O EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR cr mis-�t�'� d to trip plate `�� I( ` � °"„� 5 . '_ �a `� °' �- ' '`` �� =`F'� �)R�f °°r ° '� E�,'� �^ � � Ra is � tP° f. ,v e � APPLICANT HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. " fir•• »•• r. A NRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY ..-Aulkc ; ; - E`y 1 f r�i '�I.71n z. lued CONDUCTING THE TEST AND PROVIDED TO THEiCODE OFFICIAL. oke 11 ''' ` R 03.3.4 DUCT LEAKAGE (PRESCRIPTIVE). I ; E " THE TOTAL LEAKAGE OF THE DUCTS WHERE MEASURED IN ACCORDANCE WITHSECTION P ttom pl#W4 cmilk d orpq R403.3.3, SHALL BE AS FOLLOWS: ( CIn ske tart to s-oflocts e $ DANIEL BURKO DESIGN LLC l c _.............. .. x�' 9 F ` . ..,� 138 SOUTH 1ST STREET,SUITE 103 1. ROUGH-IN TEST: THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER -- � - --� - - ,� . .� 4 s ' e I� LINDENHURST,NY 11757 M NUTE (113.3 L/MIN) PER 100 7858 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA WHERE `�ub"l r gluDd, Caul �d r �3 t� .r°- �fy . °I _ ,d_, (6URKO GM ' I t' IDANIELBURKO@GMAIL.COM THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST.WHERE THE AIR HANDLER IS NOT lit lo rim joist,"riTv, closure INSTALLED AT THE TIME OF THE TEST, THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 UBIC FEET PER MINUTE (85 L/MIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR Rim joys}t=`rim closure caulked or � �� "- � -V � l � I STRUCTURAL ENGINEER AREA. I ,. askeled to top plates [' 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER MINUTE (113.3 LIMIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA. {r "dl CO3�11� , t1r �M:r� Or q n,'*n l Pd to tol�`�t t F" � R403.3.5 BUILDING CAVITIES (MANDATORY). A. _ 1 BIJILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY 631-988-0000 41 h IL trot 571 9 �; ±'� ef" �� {,�5 S iE�+'�J' Dry�Ri nll minket, c 1wed, r AGI �� +a° t mss.., 6_ "; 6 'f'r Irl .t► „ .t�1 '"� �n�r�� ©*p moo^« � ' cc �'nitonl Into caulkad car O ORrl 1� € F 0C z )7 1 ub1lo r glued. caulked or gaskete e ` " rg I)'' eiIt ' F PROFE Su AL SEAL }r ett 1i�¢ 'it^ i^ 0'--'-, t� � APPLICATION NUMBER t }}° �„„ S e t xC ! e 1.t f"t �`sa„� JOB NUMBER O f�i ,� C lei sIII pial . r re ,� AI 2018 RESIDENTIAL y �,�m.--yy r+} 1.k.. h# ��a 4 , b 4•«x $ . • .._.;� . ...., a'e{ r a,.� s DATE 4 4,1110 i 02-27-20 �tl'. t,�l;_rtc s tailo over Silk :° Client: Sam D1Meglio BORING LOG 'I Project: Etta-ilG Boring No. SB-i _.........w-�-. _.._..__........_........___.... .._ . .... .. .,._. _ _ ------ .,_ 3 7 t Preliminary Helical Me Capacity Calcula Cions � 1 f € i.. Address: 2280 Doop dole Drive,Mattituck,NY tugs: i of 1 - , B NC B060604P28 Prole':#Name. DIMegIIoi Drilling Stnrt Dole! 07/0212019 9:30 Baring Depth(R); 27,q -PA ! t3ESCRIPTICN GTY, P ed Number. U)DriltinUEndDate' 0710212018 1 A5 BorirQ Diameter(in): 325 ° E° t 1 RRA, rFt 3 Prtled Address: 228£ Deep i- Drive b. Drii>inrl leery Sampling Sarnng fotettstld(s)- Split Spoon ± ., O .. 14�t�'Itltt�,.NY 11962Z Urging Meftd: Direct Push DT W Dur�r+i}10111ing(ftg 4,0 ; DrGth,p EGtrflxnenc: Geoprobe anvna4+srOnfling(rt): (, pate: Tue Doc 112018 13:13:68 C3f4�t. 61010(CST) _ D D '-- W :St?IL,I54RING DATA j weter Leve#et 4 Feet QUIRED LOADS(Alltrwable):::_J_ [1 cm] Cn Dri',ter Carlos Hernandez Ground SvrNes Etev.('t)' ApirimAmataly 5.6ft a: . ..... . ....... .. .,.. _..._ �-- W Be ?9,�Q�__ .'[ . . Unit F Required Com resslon Load; 32 Idpt3 cn Logged By: Albert}fire Loce,tion(X°�: ?2.509444 40.987222 ( __._-....,.,...__- rfction p _ f Dry I Weight Angle Required Tenn Lead: 0 kips : W ...-.._. p (pet? A Ca7LL.EGT , (OI 0 ao Type'Hetic al Pile Diagram _......_. (Fc} (dr39rees) Rerp i� utrt�d L.aRR#araf Loect. 0 fops,0 ft @Ctk3nl�tC b- 19 -_ v J � I Z� � �' I 102.8 0 31. ..._.__. _ __.....--_-_..._-- 2.471 c _ saatUttOClfvrSLIALDESCItl"JON r20MAr#t5 _ 20 SAND 102.8 0 $1. ►G HELP a+AI.I IL } 11=1C U A`T C�h+l_� I > _ : _...__..-..._._ __.._. __. _ __._ - r .. ndrn N tu LL mQ �, ;' 2.875"O.D.PI 0.276"wall) s r E W Z- 21 SAND 102.8 0 31.96 �( ' 1` 22 SAND 93.2 0 28,24 extension shat!to a depth of 44.5 lest,followed I by a 2.875'O.D.Pipe(0.276"1 E 0 i 23 FWD 93.2 0 2&24 lead shaft to a depth of 50 feet with a batter t' E 1. (U)s L7(ML);Ott.rw,sll,dark Woum ?= 24 SAND 93.2 0 2$.24 angle of 0 degrees. The pile Is afted to the 25 SAND 93.E 0 28.24 W st$UCturT�Uslrip B N t?4t'213 Dralc�cet: , Q I 26 SD 932 0 28.24 ANHOMO-: NQrTcs C _--- - c p t3roundwzller elova ton encountered 3, ' u"AI+IO 93.2 0 28.24 (�f�lf]C 8; None apprrsxama!raty 4.5 R be'nu!grade _.._. -.. ..----- O I . 28 NAND 932 0 28,24 y I 1a7:t0 S 1.00 1q around 34 rarn{tow lid.-5.30 am) � .• Helbt�......._14.Int'�+ss_.......__.__iacatascl at..__.._.41.f�tt..... Z (i7 Nett graded SAND(SW}:saturated.tan-brown `: 29 SAND 53.2 0 28.24 Hetb�8,.a 141nches__ located at we 44.5 feet_ E I! 30 BAND 93.2 0 28.24 alb(2: 12 Inches Idled of _ 47.5 feet 31 SANG 53.2 0 28.24 Helix 1: 10 Inches Weed at 50 ftp I 132 SAND $32 0 28.24 3 sfr 2 30 s33 SAND 932 0 28.24 ETY.... RS APPLIED _..... - i (10°}Peony gradaa SAND(5P);verykmor,saturnted, Compression: "� Tension: :2 H ¢ -" 1 ii 34 BAND 83.2 0 28.24 - Tai 1 35 SAND 53.2 0 28.24 Laststal: 2 Budding: 2 ' - 36 SAND 532 0 28.24 --- - - �- - - INSTALLATION CONCEPT (OF PIPE CAP,DETAIL i 37 SAND CALCULATION RESULTS r b.00in 15cTT3] ....... .._.. .._...... It tI 1 it 15- ,z as 4 t,ts� 15 15 I 932 0 2$.24 Ulpmate Bean Ca (35')PoodygraacdSAND(stb);veryloose,aat„rat�a. 38 SAND 93.2 0 213,24 64.1 kf > t34kt PASS ----} r Tan _ 39 �" +IIS 83 2 0 24 Vldmate Tension Caps t' g I (313.5")Logi CLAY(Cts;m6ditnw plasl:dry nred urn ! 40 SAND 93.2 0 28.24 NOTES: I 7 Still,moist.Onrp !: 60.7 Idps > 0 kips PASS a (37)P�rty aeaSAND(sP);t ,wwas. aj 41 SAND =M 832 0 2824 M IacatCompr+"OmCapeftofShalL 1. GALVANIZED MATERIAL PER AST,'�,A A123. FOR BLACK ADD SUFFIX "U"AFTER THE CAT. NO. - 01:14 2 e. 16 Tan far grr za a 42 SAND 93,2 0 28.24 90 Idpa > 64 kips PASS Cn gQW)Silly SAND(SM).semeV1loose.wet,Tan i 43 SAND 93.2 0 28.24 MtBdter}IC81T9ttSltxiG�tlr3t3dtY4f'�'f18ft: 2. MATERIAL SPECIFICATION. s120.5'}vrteli-gradedBAND(SW),mase,satire ted. I 44 SAND 932 0 28.'24 TOP PLATE- PER ASTM A-:36 z ! La s Tan F 90 kips 0 kips PJ48.'r3 CASTING - STEED PER ASTM/1 A458, 5C 1045 GRADE 40/$0. Q L (21°5't 4t'elf•trredgd MVEL wit,sand(OVA some a +� � � ... 93 2 0 2824 Required� r Lateral k line-coarse pained ravel,some medlum•coarse j 4B SAND $32 0 28.24 6.0(Tin l c rrt r ----� W I}1 r ..: g` - r i; 5t}feet > 0 foet PASS 3. RATING: �- U > �'- 01-,45 2 0.90 4 sand,loose,seturarart,Tan " 11 47 SAND 0'32 0 28.24 Bend) S flat Ce Ft7R P28 PIPE PILES, 2.$75" CO.D.SCH.4015 RATED AT A MAXIMUM CCJMPRESSICON Z W r� z (z5)s txsANa(stwt) n+osuyrnem?rhumgrolnrd t 48 SAND 93.2 0 28.24 LOAD OF 60 KIPS 266 kN 30 YIPS 133 kN ALLOWABLE) r.��>.,,, r7r °, W } . to 2 swid.I file silt,kfoise,saturated,7an•txtrwn 4.8 ft-Ides 0 ft-klpz3 PASS l ] §_ Q Z 49 SANS 93,2 0 28.2 FOR P28H PIPE PILES, 2,875' Q.D.S H 80 IS RATED AT A MAXIMUM COMPRESSION I NCB060604P28 Z W Y 1 (25.5}txYetl•grndadGRAVELwi ,nand{f711Y);lIpMN 8uddingStrer +: LOAD OF 72 KIPS 1320 kN] (36 KIPS [160 kN] ALLOWABLE). , - "'.;�r w cn ^ _� 90 fdps > 134 fdps PASS . ". , W Q U fine-«,areata grrytned grnwr+i,lsrmn coarse;sand,ac a", 60 SAND - � 932 0 28,24 ,a.r ,:,•�: I THIS RATING IS VALID ONLYIF THE PIER CAP DETAIL HAS SEEN DESIGNED _ " ,---.. . &. � � ...IE '' SHEET 1 � 1 Of 1 rY = � (26.S -pt 51 SAND 93.2 0 28.24 T uas Ca set ort fCt=9 : TO ENSURE ADEQUATE LOAD TRANSFER FROM REINFCORCED CONCRETE � _. .......... W F- {26.5}Weal-Load d GRAVEL w12+wind(GM;ecr eas 0 " /� C _ ftnr<-sx area pra,nee gxavr<i,soma meda,m•ccarsaa 1„.........._........_... ....................................... NOTES $OODltlbs > 7100ft4be PASS A F(OUND/\TION TO SCREW PIERe AND IN ACCORDANCE WITH EXISTING " ,,,l,.r !`"' ft,:,;: A W � W I;ThIs heflc l_P, conf�ura8on Is bases!on industry standard LOCAL CGDE REQUIREMENTS AND/OR ESTABLISHED LOCAL PRACTICES. -� W 82ntt.toose.s0ttrrAt t,Tan I a lgn m ltagles. lfyOtlrpnD]e+ requires ICC-ES AG 358 CATALOG_NUMBERS ttil;iirs� �Ii�? I �tfi�+� ti�sr�s NEW CONSTRUCTION BRACKET Z � 0 (z7'}Borir,gtemvnatl'd - Item Description - -- ID# r!. HAR©WARE: FLEX HEAD B{ LT WITH JAIw1 NUT. W 1!evatLmWpm duct,please c orate d MacLean Dixie at ____..._._...,_.... ._.. __ �_..-_._._ _._ ! ! ago Sradwit NC pn 27 A11 infc�mtolion contained in this disclosure U hclt� r atcnlablo or - N www.mad&uxfbdo.com.rt. Priorto'11nal pile design,preliminary -- - - _ --- - - - FOR P 8 $< P 8 PIPE PILES Z 0 E 35 t83i8,a�lldut ti with the Edenton Shaft _P2smiI _216 otherwise cornprises proprietary informalion oI MacLean Dixie. LLC, cV pile tart gtlratitm,are Extertslon Shawl t llx Pee EuSi __27 - . and its unauthorized use orpublication� wilftout the express written I W NOTES: head Shaft P28H8d81012f4 27 consent of MacLean Dixie, LLC. is stilctly prohibited �=�t`tt =�: CRL 1/6/12 I PT+epa3rBd By: MF 8 gcracradcr�usin;Lnr�rEasy.cam 8 rl ) 2 t 8 7 6 5 4 I _..............._....,................... ........#..,.........................._..................................................................-...........:_. ................,......_,._.._..__.................._.....,..... I ................... ......_.......... .... . ......... !. ... _ ........ � .. ..,.a .................... .............. .. . .... i ...... .•1.,,. i, c'tt;,l E2 B P28H64S101214 f NOTES: TORQUE STRENGTH RATING OF 000 FT-LB [12,200 NmJ NOTES: TORQUE STRENGTH RATING OF 9,000 FT-LB [12,200 Nm] ULTIMATE COMPRESSION CAPACITY" - 72 KIPS [320,000 NJ WITH A ULTIMATE COMPRESSION CAPACITY- 72 KIPS [320,000 NJ WTH A 1, FINISH - HOT DIP GALV. PER ASTM A 123 OR BLACK BY TORQUE FACTOR (Kt)=8 1. FIMSH - HOT DIP GALV. PER ASTM A123 OR BLACK BY TORQUE FACTOR (Ki)=8 ADDING SUFFIX"U"AFTER CAT. NO. SINGLE 12" HELIX ULTIMATE STRENGTH-40 KIPS 1178,000 NJ, 3/8"THICK ADDING SUFFIX ''U'"AFTER CAT. NO. ULTIMATE TENSION STRENGTH - 100 KIPS [445,000 N] n ULTIMATE TENSION STRENGTH - 100 KIPS (445,000 N] � 2. PIPE MATERIAL-2.875 O.D. X 0.276 WALL,SCHEDULE 80 PER u 2. PIPE MATERIAL-2.875"C7,D, X 0,276"' WALL, SCHEDULE SO PER r' ASTM A500 OR EQUAL WITH MINIMUM 50 KSI [345,000 kN/sq.rn] YIELD STRENGTH. ASTM A500 ICOR EQUAL WITH MINIMUM 50 KSI 1345,000 kN/sq.ml YEILD STRENGTH. 3. "STRENGTH SQUARE" COUPLING- CAST STEEL PER ASTM A958. SC1045 3."STRENGTH SCOUARE"' COUPLING - CAST STEEL PER ASTM A958. SC 1045 APPLICANT OR EQUAL WITH 40 KSI 1276,000 kN/sq.ml YIELD _.._..._._.._...._..... . . ".................... ...... OR EQUAL Wl H 40 KSI [276,000 kN/sq.rn YEILD AND 80 KSI [,552.000 kN/sq.m] ULTIMATE STRENGTH MINIMUM, AND 80 KSI [552,00'0 kN/sq.m] ULTIMATE STRENGTH MINIMUM. 4. COUPLING BOLTS: 3/4" DIAMETER X 3" LONG HEX HEAD PER 14in 36c m) � � 4. HELIX MATERIAL.- HOT ROLLED CARBON STEEL PER ASTM A1018 I ASTM A325 AND 3/4"HEX JAM NUTS PER ASTM A563. OR EQUAL WITH 55 KSI [379,000 kN/sq.m] MINIMUM YIELD STRENGTH. 5. ALL WELDING BY WELDERS CERTIFIED PER AWS CODE DI.I 5. COUPLING BOLTS: 3/4" DIAMETER X 3"LONG HEX HEAD PER N 6.ALL MATERIAL IS MANUFACTURED AS PER [CC-ES,AC 10 ASTM A325 AND 314" HEX JAM NUTS PER ASTM A563. ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS, 85in[216cm] 141n [36cm] HELIX `� 6. NOMINAL SPACING BETWEEN HELICAL PLATES IS 3X THE LOWER DIA. DANIEL BURKO DESIGN LLC 138 SOUTH 1ST STREET,SUITE 103 C C ' 7, ALL WELDING :"�VELLOERS CERTIFIED PER AWS CODE D1.1 LINDENHURST,NY 11757 361n [91 C»M) I (631)482-7858 8. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, AC 10 I DANIELBURKO@GMAIL.COM ACCEPTANCE:CRITERIA FOR QUALITY CONTROL DOCUMENTS. A A STRUCTURAL ENGINEER 62.00in 1157cml 58,84in[149cm) A 84in'213cm l--12in [30cm] HELIX B s 30in(76cni) ,' PACIFICO e 700 LAKELAND AVENUE,SUITE 28 a :° BOHEMIA,NY 375in r 1 cm: 631-988-0000 L i f Q� NE l�►r o __ _ -10in [25crr}] HELIXPA ; Q� 5„ 02.875in[7cm) .276in[1 crn) P28HE64 i e g SHEET 1 1 OF 1 02.88i cm' .281n[ cm '17 7 ' , �V, _ .q•,,[ �E SHEET 1 I OF f � :,meta. _ .. ...... ... ..... .... .... .. ' A h I r E•,.: ,.Ey.l,:u; A �� 1E3618"Ir ki A Q�v ,�tailci[r1 j Split ,F 1`tl Jit101IS P28H 2.87511 O.D, i ifilcfii S I Et iric9 t ii P28H 2.$75', O.D. Dpi= s�aa �t {y _ _ SECTION A-A - �__-_. -.-_---,._,._ _...._..___ � .:.__ :.. w ._, SCh80 EXTENSION I - --- . PROFESSIONAL SEAL SCALE 1 : 4 All information contained in this disclosure whether patentable or SECTICON A-A All, informolion contained in this disclosure whether pafenta able or sch8� LEAD APPLICATION NUMBER otherwise comprises proprietary information of MacLean Dixie, LLC. SCALE 1 . 4 otherwise comprises proprietary information Of MocLean Dixie, LLC. ____-- and its unaulhorized use or publication without the express writ fen VAR': and its unauthorized use or publication vAlhout the express written DAM: consent of MocLean Dixie, LLC. is strict) Prohibited n�A� A": I CRL 8/9/11 p y prohibited �.<.�,, .Y. y p consent of MacLean Dixie, LLC. is strict) rl.hibited I CRL I 8/12111 I JOB NUMBER s t 7 6 1 5 4 3 a 7 ' a s 4 3 2 1 2018 RESIDENTIAL DATE 02-27-20 -- SEE SEC NO 115 ----- LINE ` I ` MATCH LINE -- — SEE SEC NO 115 N 302 882 \ O q FOR PCI NO iO I bW SEE SEC NO 115-17-018 DR °1 "•08 "; e reI Pel e\ O 0 .y°�4 ,`� & , LE a ,ss I: ,e 1 en v 1 1A 3A 2 gym 9 10 28 \,n b 8„ B 9 11 sA()c 10 1 5A(c) m 1 ? `�• 3 az 6A D m ,c F 1 se 1 °xa O m 1 OA(c) 1 4A(c) ps 2 1'B1 j+O is" o �w • y = 151 1 P° Int As, TOWN OF � .�_ _ -vo• "a 12 10 8 p s, ,150,1 $ 11 •' n<I SOUTHOLD 1 $ 18 "•' rs, „y - CREEK � CER,o°jO ,x`+ 19 18aa Al 19 m' `E':,, 411 -Y' ,w .w g' 38 2'1(e) '� o M1,n a Hw .+. 8 \a, •.QO 3q 33 ,a °o �, 19 A 1 P \ `128^ ,y0 Q• Ns ,typ• pP`c\ 6$ '° "" ti 222 a 21 28,� �'''s`�``�.+s,•C-�/ 'S 0 3 ,o° . » \ 113 1 7, v as�� a 1 m v�,\� �.a•M% - a 19 21 � ,°b •' eu,xx `\ `\ 1 88'SP 4 0°�� s � m2��` %,� � ,�'° p1\ P %E \ a 4Pl 20P1c1 \ 3 9P1c1 2 cl\ \\ 1gPlc1 ®•\ 31P1c1\ pl, s \ \ � tm ,zs Jai C -So mw, I ODD ,b N 299 082 1I6 16 RN TOOF SOUTHOLD SECTION NO I!-II 1 �7/[', '' �q y� to t2] VILLAGE OF 123, — 1 ✓V`°'1 ` n ,a< 1000 DISTRICT NO 1� PROPERTY MAP CONVERSION DATE Feb 10 2011 GLI Y