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HomeMy WebLinkAbout7335 o , �d-�-�f- - - - -- X71 ScG�� "-733S �-dd� -fi s O�n.�l Gt,l �►'G�fi'aYtS' °fb Q Sauk �i`� t. � Te11 rr.� o�-va S-e4CA y 0� �- A-Y'* 9-86 --1a CHECK BOXES AS COMPETED ( )Tape this form to outs' a a iI pull 7-BA COPY of ND ( ) Check file boxes for Pr n next no I ( ) Assign umber G s outside of file folder .� !{ entire ori m T -U G) -v U) � N o ( ) Date stamp �' -o 3xo@Oo o �° E < D c� file number CD m o � 0 ( ) Hole punch entire or o T (before sending < to T. CD m N m ( CD ) Create new index ca z o TE CD ( ) print contact info & j are tranttal w ( ) Prep smi3 C ( ) Send original appliC SD to Town Clerk o ( ) Note inside file de O' 3 _ and tape to in =" ( ) Copy County Tax Mz o neighbors and AG Ic ( ) Make 7 copies and I label ( ) DO mailing Lin �ejMO l No � � � tWes Fuentes, Kim From: Fuentes, Kim Sent: Tuesday, December 31, 2019 8:15 AM To: 'steve.affeit@gmaii.com' Subject: ZBA Reminder: #7335 Rogers Attachments: Property Owners Statement #7335 Rogers.pdf Hi Steve; Please request that the applicant promptly submit two signed copies of the Property Owners Statement document so that we may close our file. Also, be reminded that a building permit will not issue until this document is received by the Building Department. Thank you and Happy New Year. Kim E Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold,NY 11971 631-765-1809, Ex. 5011 E-mail:kimf@southoldtownnv qov Mail to:P.O. Box 1179, Southold, NY 11971 i BOARD MEMBERS �,�,®F$®(/ry® Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes aQ Town Annex/First Floor, Robert Lehnert,Jr. ®l 54375 Main Road(at Youngs Avenue) Nicholas Planamento y�ou►u�,� Southold,NY 11971 http://southoldtownny.gov FRECEIVE®O' .�,�,d, X0:51 cwt ZONING BOARD OF APPEALS OC N O V 2 6 2019 TOWN OF SOUTHOLD � ��� Tel.(631)765-1809•Fax(631)765-9064 Sou hold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 21, 2019 ZBA FILE: 7335 NAME OF APPLICANT: Jean and Robert Rogers PROPERTY LOCATION: 420 Schooner Drive, Southold,NY SCTM No. 1000-71-2-9 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 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 July 2, 2019 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 November 6, 201. Based upon the information provided on the LWRP Consistency Assessment Form as well as the records available, it is recommended that the proposed action is EXEMPT from LWRP Review. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 24,775 sq. ft. parcel located in the R-40 Zoning District. The northerly property line measures 182.77 feet, the westerly property line along Schooner Drive measures 140.00 feet, the southerly property line measures 155.00 feet and the easterly property line, partially along a dredged canal, measures 224.09 feet. The parcel is improved with a two-story single-family dwelling with an attached garage and deck, as shown on the survey prepared by Michael K. Wicks, L.S. dated January 9, 2019. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 9, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) less than the code required rear yard setback of 50 feet; located; at: 420 Schooner Drive, (Adj. to canal connected to the Long Island Sound) Southold, NY. SCTM No. 1000-71-2-9. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to the first and second floors of a single-family dwelling. There will be no change in the footprint of the existing dwelling and all Page 2,November 21,2019 #7335,Rogers - SCTM No. 1000-71-2-9 proposed setbacks will remain the same. The rear yard setback proposed at 20 feet will require a variance since the Town Code requires a minimum of 50 feet on this non-conforming 27,775 sq. ft. parcel. ADDITIONAL INFORMATION: The applicant's representative was asked by the Board Members whether the proposed construction could result in demolition. He stated that the entire first floor had been recently renovated and was being maintained and the second-floor attic space would be converted to full height for habitable space. The Board then discussed the consequences and required procedures if the proposed additions and alterations became a demolition during construction. The applicant's architect stated that since the same number of bedrooms as currently exists is being maintained, no upgrade to the existing sanitary system is required. The applicant's architect also stated that approval from the New York Department of Environmental Conservation had been received for this project. A neighbor spoke in opposition of the variance relief fearing that the proposed elevations would alter or obstruct her water view. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 7,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(30)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject dwelling sits on a hill adjacent to a dredged canal that provides access to Southold Bay. The property is irregularly shaped and is adjacent to three small lots on the waterside that provide access to boat dockage to other property owners in the neighborhood. It is-well screened from other nearby developed properties by mature evergreens and fencing. The proposed changes to the exterior elevations and roof line are in keeping with a number of other homes in the area that have been enlarged and renovated 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling has a non-conforming rear yard setback of 20 feet where a minimum of 50 feet is required by code. Therefore, any additions and alterations to the dwelling would require variance relief. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 60% relief from the code. However, the existing rear yard setback will be maintained and non-conformity will not be increased. 4. Town Law X267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the Suffolk County Department of Health requirements. Additionally, the applicant is required to replace the existing sanitary system with an upgraded IA system as a condition of approval. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase Page 3,November 21,2019 #7335, Rogers SCTM No. 1000-71-2-9 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alteration to the existing dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the site plan (page C-100.00) last revised June 20, 2019 and building plans (16 pages) last revised April 25, 2019, prepared by Steven B. Affelt,R.A. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to receiving a building permit,the owner(s) of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s) have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s)will immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permit; c. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. 2. The existing sanitary system shall be upgraded to an Advanced IA Septic System approved by the Suffolk County Department of Health Services. 3. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. ' Section 280-4 of the Town Code defines "Demolition" as any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 4,November 21,2019 #7335,Rogers SCTM No. 1000-71-2-9 Pursuant to Chapter 280-146(B) of the Code of the-Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes,Acampora,Planamento and Lehnert. (5-0) Leslie Ka es Weisman, Chairperson Approved for filing /4� /2019 V A /'� ��°� STEVEN AFFELT, AIA 00 PHONE: (631) 553-6333 EMAIL: G j®� 5TEVE.AFFELT@GMAIL.GOM / �F� ♦ ♦® PO BOX 762 GREAT RIVER, NY 1173q .S®-,� CONSULTANT- dle RECEIVED JUN 2 7 2019 � m� HADED AREA INDIGATE5 LOCATION PROPOSED 2ND 5TORY ADDITION ` x52 5TREET ADDRE55. 420 5GHOONER DRIVE / TORN: 500THOLD STATE. NEW YORK POSTAL GODS: IIg71 TAX MAP NUMBER: 1000-71-2-q 51TE IDENTIFICATION NUMBER. WA DASHED LINE INDIGATE5 LOCATION OF GRAVEL �R�VEWAY �'o SEND STORY COVEREDBALCONY PROJECT NAME sa U AL TERA TI ON5 ANO AOOI TION5 P T �� ♦ 252 o PROJECT NUMBER: _ r 14 2018 0043 'St d e e / � INITIATED DATE. Oq-28-18 GARAGE �m ' DRAWN BY: SBA ♦ q, �� CHECKED BY. SBA �® V _ 19- STORE NO DATE DESCRIPTION 6 ' 6' l00 G® MASONRY OO �� a�� / 6� 01 06/20/Iq 155UED FOR ZONING `3OAL RD q 4-1 �� �s♦ / / �'q ® �� � �� � ���'' �® � DRAWING NUMBER. ®♦ ��` �"� �' ��� 4 c- 100.00 SEAL 516NAT ATF\♦ /A5 �� v �INAL MAS �pED4,4REVIEWED BY ZBA � o' 10' 20' ' �q�� 1� ��' SEE DECISION 401' v-' y � �� A &- n 1 " = 20'-0" ����� L SURVEYOFPROPERTY LOT 2 MAP OF 'S o HARBOR LIGHT ESTATES, SEC._I FILED: JUN. 8, 1965 — R ME0 SITUATE z SOUTHOLD JUN 2 7 N19 ` I TOWN OF SOUTHO D z yob 1 i II SUFFOLK COUNTY, onfng aBoaril o`ftAp, _ Ysi SURVEYED: JAN. 9. 2019 t—,— �1 0 NOTES: 7, m 1. PROPERTY KNOWN AS TAX MAP# 1000-071-02-09 2. LOT AREA =24,775 SQ.FT. (0.569 ACRE(S)) 5p"E I 3. THIS SURVEY WAS PREPARED USING A TRIMBLE S64.05'10"E q'�� , I, S3 ROBOTIC TOTAL STATION. 90.00 t`' 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS PN '9�n o PART OF THIS SURVEY. QsoNp I o , q wru W STANDARD NOTES: 1 COPYRIGHT 2019 MICHAEL K NICKS LAND &,RVEYING �. OFC I O�-r t� 2 UNAUTHORIZED ALTERAT;ON OR ADDITION TO TuIS SURVEY MAP BEARING A � LICENSED LAND SURVEYOR'S SEAL IS A VOLAMON OF SECTION 7209, SD N64°OS'1O�W �+U 0, � SUB-DIVISION 2, O-NEW YORK STATE EDUCATION LAW a 22.56 O~ 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL Qv s?,S O QV'1 C' ARE GENUINE"RUE A-NO CORRECT COMES OF THE SURVE"OR'S ORIG NAL �-- p Sx,a L^, WORK AND OPINION rn 0 w 00 Z 'O ^Y 4 "ERTIlICATIONS ON THIS BOUNDARY SURVEY VAP S'GNIFY THAT THE MAP O w �' `/� TJ' WAS PREPARED IN ACCORDANCE WI'H THE CURRENT EXISTING CODE C N C) PRACTICE FOR LAND SURVEYS ADOPTED B(THE NEW YORK STATE O a ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC 'HE CERTIFICATION S O O LIMITED TO PERSONS =0R WHOM TFE BOUNDARY SURVEY MAP IS PREPARED, O.0 ti TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY,AND TO THE r b O 8 U O LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY AZAR 5 THE CERTIFICATIONS HERE,N ARE NOT TRANS=ERABL 6 THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE m NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND - Q� �+`! �+ IMPROVEMENTS OP, ENCROAC-IMEVTS EXIS'OR ARE SHOY.` oN,THE nQ' L��Ja, IMPROVEMENTS OR ENCROACHMEN-S ARE NOT COVEREC BY T.IS SURVEY 0 7. THE OFFSET(OR DIMENS ONS) SHOWN HEREON FROM'HE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE p ARE NOT INTENDED TO GUIDE THE ERECTON OF FENCES, RETnIIJING WALLS, POOLS, PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS, AND ANY OTHER .-. TYPE OF CONSTRUCTION r COPIES OF THIS SURVEY MAP NOT BEARING SIE LAND SURVEYOR'S INKED Cy q OR EMBOSSED SEAL SHAL NOT' E�QONSIDERED TO BE A VALID COPY w uDN, --ao.00 zs ;o s e� w5 �U a FI m 95.00� D �° Z co CJ :C� � N ul O ^ltd'jf i o n2In N64°05'10"W 155.00 O x 4.9'S 3 9'S ELEVATED WOOD WA1K A� �J�� 44 o Anchor Lane STOCKADE FENCE ''CC �( �c�tt w LOT 16 LOT 15 i o 0 (50 ) j MICHAEL K WICKS, P.L.S. #50390 ow MICHAEL K. WICKS LAND SURVEYING Cl E 200 BELLE VIEW AVENUE, CENTER MORICHES, NEW YORK 11934 0 VOICE.• 631.874.0156 - FAX: 631.909.3845 www.wickslandsurveying.com E ao RECORDS OF RICHARD C. DRAKE SCALE: SURVEYED BY: DRAWN BY: SHEET: 1"=30' M.W./J.A. 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NO ADDITIONAL BEDROOMS PROP05ED, 2 ADDITIONAL BATHROOMS PROP05ED. �N ZONING ANALYSIS X11 OWNER: ROBERT&JEAN ROGERS �0 t� ADDRESS/ BOROUGH: 420 SCHOONER DR.SOUTHOLD, NY BLOCK/ LOT: • L`G � .�� 1000-071.00-02.000-09.00RESIDENCER40 ,J ZONING DISTRICT: . 6101 PROPERTY DESCRIPTION: ONE FAMILY RESIDENCE W/ATTACHED GARAGE ' � ,, NUMBER OF STORIES 2 EXIST, 2 PROPOSED CONSTRUCTION CLASS: TYPE V ��� � OCCUPANCY: RESIDENTIAL, R-1 \5 , LOT TYPE: INTERIOR LOT PLOT PLAN �° LOT AREA: 120'X152'24,799 SQFT -� HADED AREA � ,®j\� INDIGATE5 LOCATION � r DESCRIPTION REQUIRED EXISTING PROPOSED COMPLIANCE Q_ OF PROP05ED 2ND GENERAL REQUIREMENTS / 'I't 5TORY ADDITION PERMITTED USED (280-45) ONE FAMILY DWELLING & ONE FAMILY DWELLING & ONE FAMILY DWELLING& YES • / / ATTACHED GARAGE ATTACHED GARAGE ATTACHED GARAGE FINAL MAP /" / DASHED LINE MAX.ALLOW. LOT COVERAGE 20% (24,799(.20)=4,959 SQFT) 3,005 SQFT 3,005 SQFT NO CHANGE YES / / �� INDIGATE5 LOCATION REVIEWED BY ZBA / YARD REQUIREMENTS SEE DECISION C^6 �� � / OF SEND STORY C G 4.. �+ �r fj COVERED BALGONY ,a' LOT SIZE 40,000 SQFT 24,799 SQFT 24,799 SQFT NO CHANGE NO _ `�'O6� Y' ;.. �,; /_s21_ / av Ill�; /,/� / `,' LOT WIDTH 150'-0" 120'-0" 120'-0"NO CHANGE NO ' ' fED / � '/ j,'} LOT DEPTH 175'-0" 177'-7" 177"-7"NO CHANGE YES ORE / , (; REQUIRED FRONT YARD 50'-0" 66'-3" 66'-3"NO CHANGE YES / � " �1. ' REQUIRED SIDE YARD (280-46) 15'-0"MIN,35'-0"TOTAL 15'-0", 51'-5"TOTAL 15'-0", 51'-5"TOTAL NO CHANGE YES / ///'/ / V y ,� 6) REQUIRED REAR YARD (280-46) 50'-0 20'-0" 20'-0" NO CHANGE NO r At 0* , HEIGHT REQUIREMENTS O 4 1 e: d t laY` V MAX ALLOWABLE HEIGHT - I ,)" ( 8 6) 35',2-1/2 STORIES 123'8-3/4", 2 STORIES 32 9-1/2"2 STORIES YES FLOOD ZONE �o/ � `, NO NO. DATE OE5GRIPTION Project Name: t�earr y � `'� , r,a ET, System:1 1� ` ' � `'i, ,/. i a n. ALL GENERAL CONSTRUCTION WORK SHOWED WITHIN THESE PLANS IS TO CONFORM TO THE IRC 2015. ALL MECHANICAL PLUMBING AND OI IIAIA& 155UED FOR INITIAL REVIEW [ 420 Schooner Dr,Southold,NY 71971,USA �;.. a€,a > t, ' II(P RMarlual J � s,'l /I � > Y , ...,, , .. , I "`,Is,, ��2�11�" ``��: 444pw;�':) ELECTRIC WORK IS TO COMPLY WITH THE INTERNATIONAL 2015 CODES. ALL WORK IS TO CONFORM TO THE ICCE 2015 02 01/28/19 ISSUED FOR REVIEW : 2 Y { • l Y :,. ., f,;n a�•.,e *9 R Y" '4,<k,> `F /y� 03 04 25/19 155UEO FOR FILING _ _ a', 1 ..,_. __ ,m_" W N E R ` "' � O SHALL NOTIFY THE TOWN OF SOUTHOLD AT LEAST 24 HOURS BUT NO MORE IHAN 48 HOURS PRIOR TO THE START OF CONSTRUCTION Summer Outdoor F: -''r% : Summer Indoor F: 6 % �/ ` Design Grains: Daily Range: , ` ` ; ®" 5 ........I....... .........."......... ..... ...........,."........" ". . .. ".... ............"....I.................... .-, . . .......... .........1. . . ..., / /i 1 .. ".�.,..,,z ter,,, c Winter Outdoor F: Winter Indoor F: Cooling RH: ' 'sr ,';, Elevation(Ft): I l "T E �I �,,�,�rgr,. / � < DRAWING INDEX ,,.,:. Cooling Loads ' ';; '' ' v AED Excursion j;%=" ii/, j,,%' j!1 /// windows Name Area sensible Latent '. �; DWG. NO. DRAWING TITLE INITIAL ISSUANCE LATEST ISSUANCE --" --_ 1!- y ,,. '' ' $ �� REVISION NO. &DATE I":�;,::' ;y�%' i; ;%/i%:''%g ,I Windows&Glass Doors 507 10,727 0 ,r „��y%;?t%%;;.% % > °% � Doors Skylights o 0 0 I T-001.00 TITLE SHEET, BUILDING ADDRESS & DRAWING INDEX 04/25/19 0 04/25/19 //, / ,y Doors 120 1,411 0 ` fir'. '; //�%/i,;,:. ''-`%---'; Above Grade Above Grade Walls 3,760 6,966 0 r 'k G-001.00 GENERAL NOTES AND CODE COMPLIANCE NOTES 04/25/19 0 04/25/19 ,,,,,,i% ! a", ;� „",'","".% walls Floors 6,ozo 958 o F G-002.00 CODE REQUIREMENTS AND STRUCTURAL STANDARDS 04/25/19 0 04/25/19 Duct ii/!.';. ;/,;//%i ,' :,,,,,, %i j y �% .;j1, Ceiling 5,480 6,412 0 1112 9 i ` , f %% ventilation o 0 o I EN-001.00 RESCHECK ENE """0 j/ "% ,,,,.,, ry;, Ceiling Infiltration 0 691 1,601 { ENERGY CODE ANALYSIS 04 25 / /19 0 04/25/19 %sy " ""` /--" Internal 0 4,550 1,000 i "i/ ARCHITECTURAL Infiltration ,,,'%'',, , ",' ", L_2.,_._1-__ _. __- Duct 0 1 87 9, 98 f i `" I ; / ...___ ._._..._� Blower Heat 0 O9 0 0 1 A 100 00 BASEMENT PLANS 04/25/19 0 04/25/19 /6j ......._ Internal AED Excursion 0 3,274 0 �T. -"rI 11 111 y A-101.00 FIRST FLOOR PLANS 04/25/19 0 04/25/19 �U��n��� �� A ���I � NOTE:Total 15,887 54,175 11,699 I A-102.00 SECOND FLOOR PLANS 04/25/19 0 04/25/19 V f� - -- .. " i A-103.00 ROOF PLANS 04/25/19 0 04/25/19 Heating Loads A-200.00 SIDE ELEVATION WEST ,,, ;iao a° a° 04/25/19 0 04/25/19 � 11 / ,, windows Name Area Heattoss A-201.00 REAR ELEVATION (NORTH) 04/25/19 0 04/25/19 '' a yyf%�/ --'r "" d,,2� Windows&Glass Doors 507 19,773 rbv�i/ir%% ..._ '' ""'�^ Doors Skylights 0 0 1 20 20 7 t Doors 120 4,032 I a° A-202.00 FRONT ELEVATION (SOUTH) 04/25/19 0 04/25/19 11­ / , 11 ,I Above Grade Above Grade Walls 3,760 21,$$3 I BATH BATH MA5TER A-203.00 SIDE ELEVATION (EAST) 04/25/19 0 04/25/19 N,, %%%%- walls Below Grade Walls 2,600 7,ozo LAUNDRY ="": BATHROOM A-300.00 BUILDING SECTIONS Duct �,I'll '' %;/,;;,,, :".� Ceiling 5,480 $,549 I W ROOM �30 o ROOM o deo 0 04/25/19 0 04/25/19 �',� �__Y / Ceiling of ItraVentilalon 0 9,$42 ,`'<;-" ion /11 ,. Internal o o A-501.00 BALCONY DETAILS 04/25/19 0 04 25 19 r._,•,r_ �r 0 A-301.00 BUILDING SECTIONS 04/25/19 0 04/25/19 1` V/11,'moi,:n _�1 H �"" "o Infiltration Y Infiltration Floors 6,020 10,169 WASHER ° E-100.00 FIRST AND SECOND FLOOR ELECTRICAL PLANS / I �� f 7 /;I �,°z y1;rM,-- __...�u;, Duct o 81,186 _ 04/25/19 0 04/25 19 Viii ,µ "�j/I ' Floors Humidification o 0 2ND FLODR /// ;, Hot Water Piping o o W� )30 LOCATION MAP SCALE : 1 ' =500'-011 Total 1 11. 18,4$7 162,454 IIII �° I �° 1160 •._ ._ _____� 5 t - ; ,,,_,,,.;,-„ _,,_,,,. _,,,,,,,,,._,-,,,_,______„__,_,,, ,,,,,,,,,,,,,,,_.______---_____ "____,....__,_„_,.,,,___--_ - ___,,,,,,,__,....„_„_,,,,,_,,,,",,,,_,_,,,,,,,__W_,._..,_____,,,,_,..........__-__, ......,,,...._...........................,,..,,__,___,,,,,_,__,,,,,,,,_ __,_, , ° I Warning:This application has glass areas that produced relatively large cooling loads for part of the day.Variable air volume devices are required to overcome spikes in I 3 solar load for one or more rooms.Instal a zoned system or provide zone control(provided by individual,motorized,thermostatically controlled dampers)for problem rooms. o X20 f!'j pct Single speed equipment may not be suitable for the application. o� . ...................__..,.,, _...,,,_ ,,,,,_,.__,_... _ ...,,,,,,. _",,.".,.,.,.,,..,,,.,,. _. ._,,... .....,,.,,..,..,. ..,,,,., .. ..,.. _ ..._ __.._.,", ._„_. I ° Bei, AED Graph i ` 4r=., ? KITCHEN POWDER BATHROOM �30 Al, A roved ACCA M 8 20,000 -HTM , " .,.,:,• %' Calculations LAUNDRY ROOM ---»Average j�11/:s�`� i'.,, 5 1: ,uoir ti p .,.,._,__.w..,,,m..,,.. -m..,.""-'-'-..,".",,,,,,,,,�m,.",".,m.,-' ,",.,.,",", a ,r,,; 15,000 m" ''Average " I I *1.3 77 77 77 0c; PROJECT NAME: 13 ,Z ;. D/W ,_w m 10,000 WASHER % _ � ° � R O G E RS Calculations are based on the ACCA Manual J 8th Edition and � are approved by ACCA.All computed calculations are I 15T FLOOR x` 0 5,000 estimates on building use,weather data,and inputted values ; such a R-Values,window types,duct loss,etc.Equipment ' �o �, ' selections should meet both the latent and sensible gain as I n �° I r' Jd' ALTERATIONS p well as building heat loss.See Cool Calc Manual S Report for ° 8 9 10 11 12 13 14 15 16 li 18 19 I 4° J VW -- equipment sizing verification. J E N Parisfr f?r Hours I " 5TREET ADDRESS: 420 56HOONER OR 40 4`_ °tarr,csr Ago Schooner TOWN: 5OUTHOLO FURNACE SCHEDULE ,` Dr C• 5TATE: NEW YORK MANUFACTURER MODEL BTU FUEL TYPE RECOVERY QUANTITY AHRI a � . A P05TAL CODE: 11971 EFFICIENCY NUMBER - _ :w k°'� SGTM : 1000-71-2-9 EXI5TIN6 TO REMAIN SITE NUMBER: N/A BA5EMENT °` TITLE PAGE, AIR CONDITIONER 5GHEDULE MANUFACTURER MODEL BTU SEER COIL GFM QUANTITY AHRI �� `� C Z, DWG INDEX 8� SITE NUMBER 7 EXI5TIN6 TO REMAIN SANITARY RISER �: t C �E<eiyxlip"W RIJ PLAN HOT WATER HEATER 5GHEDULE Z y f:t3 5 "` •. MANUFACTURER ' MODEL BTU UEF CAPACITY 0. QUANTITY AHRI SCALE = N.T.S. 1,E'v D O N G O L t= c L I I B t P e �� SEAL I TURES e PROJECT NUMBER: 2018-0043 NUMBER to c ti ,� �N 8 C INITIATED DATE: 09-28-18 It 11 eta l.�,s;x �✓ �.�� �_ "ek DRAWN BY: 53A EXISTING TO REMAIN ��r�,r,'; " o �' � r CI I2 ' , ^ CHECKED BY: 5BA y/ �� Y ` A DRAWING NUMBER: ,�}!r1 >c"t.•,�sr,�"1(;r1 • dot TwOOLOO fi� - rI,DEf.L LS s Ili t_)�i ,L FO �1" �(0 F NE�� PAGE: I OF 16 NAILM AND STRAPPING AT ttAI=TM TO RIDGE BOARD cot -crtoN C�I#�DE� OI..TINC� DETAIL (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TYPICAL RIDGE 5TRAP USE 51MP50N 0516 NATE: SIT V ELT Fr45TENIN� RECOMMENDATIONS FOR SIDE-LOADED, TABLE 3.1 N,4ILING SGHEDULE/FRAMIN6 d SHF�4TfiIN6 ALL 5TRAPPING TO BE 1-1/4"Ab 6AU6E 5TEEL OR '51MP50N' 5TRUGTURAL RIDGE U5E 51MF50N L55U410 MULTIPLE-PIECE MEMBER5 EQUIVALENT- 05i6 (COILED STRAP) ALL COIL STRAPPING TO uNe VsT BUILDING ELEMENTS #OF COMMON NAILS # OF BOX NAILS NAIL 5PAGING An mak HAVE A MINIMUM OF 12"BEARING ON WALL 5T11D5 (ALL ROOF RAPIER NAILED' E30LTEd NOTE: FOR CATHEDRAL CEILING AT SLOPING2 ROWS Ibd 3 ROWS 16d ROWS crows y,• Rows 15' ROOF FRAMING RIC ECT 5TRAPPING 5HALL BE INSTALLED A5 PER MANUF. 5tPEC5) RAFTERS OR RAFTER TO HEADER CONNECTION 'SIMPSON' MA � COMMON GOi"tMON 9oLTS A�4' �oLTS �oLm ALL 5TRAPPING TO BE® 16" O.G. ALL CONNECTORS IN PROVIDE '5IMP5ON'L55U28 5LOPEABLE HANGER. I e 12"OZ. • 12'O.G. O.G.Sr a 12'OZ. a b'O.G. RAFTER TO TOP PLATE - TOE NAILED 5EE TABLE 3.4a 5EE TABLE 3.4o PER RAFTER CONTACT w/P/T WOOD 5HALL BE FIN15HED w/'IMAX' POST IN ADDITION TO 5TRAPPIN6 ® RIDGE. TOP PLATE HOT-DIP GALVANIZED OR 5TAINLE55 5TEEL. BEAM SELECTION w/ STD. NAILING AS NOTED IN NOTES 7&8 GL6. J015T TO TOP PLATE - TOE NAILED 5EE TABLE 3.4a 5EE TABLE 3.4a PER J015T PHONE: (631) 553-6333 AT RAFMZ TO TOP PLATE TO STLQ GL6. J015T TO PARALLEL RAFTER- FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qo EACH LAP 2x sTLD I. TOP AND BOTTOM ROWS SHOULD BE 2" FROM EDGE5 PO BOX 762 'S1MP50N H2O 2. BOLT HOLES ARE TO BE THE 5AME DIAMETER A5 THE BOLT AND 5HOULD BE LOCATED 2" GLC. J015T LAP5 OVER PARTITION - FACE NAILED 5EE TABLE 3.qa 5EE TABLE 3.qa EACH LAP GRE/�T RIPER, NEW YORK 1173q PRE-56 NOTE' ALL CLIPS t 5TRAP5 CAN BE MOUNTED TH10KNE55TF�BOTTOM�HAMEMBER.MER HEAD AND UTT EXTEND THROUGH THE FULL COLLAR TIE TO RAFTER - FACE NAILED 5EE TABLE 3.6 5EE TABLE 3.6 PER TIE PRESGRIPTIYE STRAPPING - I-I/4w 20 6A. 6A-V. TO BE FROM EITHER ALL EXTERIOR OR ALL INTERIOR, 3. STAGGER EACH ROW OF FASTENERS BY 12". NAILED A5 PER TABLE 3.48 d 3.6A (RIDGE) BUT NOT A COMBINATION OF BOTH. (A5 PER TABLE 3.413) 4. FOR A THREE-PIECE MEMBER, THE:5PECIFIED NAILING 15 FROM EACH 510E. BLOCKING TO RAFTER - TOE NAILED 2-8d 2-IOd EACH END 5. FOUR-PIECE MEMBER5 SHOULD ONLY BE U5ED WHEN LOA05 ARE APPLIED TO BOTH 51DE OF RIM BOARD TO RAFTER - END NAILED 2-I6d 3-I6d EACH END ALL MANUFACTURED PRE-FORMED 6ALV. CONNEGTOR5 TO BE THE MEMBER. CONSULTANT: NAILED IN STRICT ACCORDANCE WITH MANUFAGTURER5 ALTERNA 6. VALUE5 FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6" O.G. OR TRIPLED FOR 4" O.G. WALL FRAMING SIMPSON' Mrel6 NAIL 5PAGIN6. TOP PLATE TO TOP PLATE - FACE NAILED 2-Ib 2-I6 PER FOOT IN5TALLATiON REQUiREMENT5 $ INSTRUCTIONS ASE PLA oR 5TD. NAILING FOR TOP LOADED MULTIPLE-PIECE 8EAM5: AT STUD TO FLOOR A56B�lBLY TO 5j GONMIrGTtON 7. 2 ROWS OF I6d COMMON NAILS 12" O.G FOR DEPTH5 12" OR LE55 TOP PLATE5 AT INTER5EGTION5 - FACE NAILED 4-I6d 5-I6d JOINTS- EACH 51DE (ONLY APPLICABLE FOR TWO-5TORY GONFIGURATION5) • - IM BOARD 8. 3 ROWS OF Ibd COMMON NAIL5(12" 0.0)FOR DEPTH5 OF 14", Ib" 18". 5TUD TO 5TUD - FACE NAILED 2-I6d 2-I6d 24" O.G. FOR 5TRAP- (4) 8 D COMMON NAIL5 AT �'y HEADER TO HEADER - FACE NAILED Ibd I6d Ib" O.G. ALONG EDGE5 EACH END OF STRAP slMPsaN 65I6 FOR ALTERNATE (i4) 10 D COMMON NAILS FOR TOP PL. OR BOTTOM PL. TO 5TUD - END NAILED 5EE TABLE 3.5a 5EE TABLE 3.5o PER 5TUD STRAP CONFIGURATION - EACH STRAP(TWO STRAPS TOTAL) 'sIMPSON' 6616 � BOTTOM PL. TO FLOOR J01517,BAND JOIST OR BLOCK'& - FACE NAILED 2-16dl,2 PER FOOT FOR 2ND FLOOR 5HEATING TO OVERLAP FIRST 4 2x RIDGE SOP PLATE TWO Rave 12•' OL. Ti1REE ROwe 12" 0L. FLOOR FRAMING ADDITIONS - (4) 8 D COMMON NAILS AT ALTERNATE 'S1MP50N MAN 2x STLP ° ° ° ° J015T TO 51LL, TOP PL. OR 61RDER - TOE NAILED 4-8d 4-IOd PER J015T AT STIR TO FLQQR AS613-SLY TO SiLL PLATE GOAWEGTIDN ROOF ° ° ° ° SECOND FLOOR STUDS BY MIN. 12" X011-AR rle ° ° ° ° FOR STRAP- BRIDGING TO JOIST - TOE NAILED 2-8d 2-I0d EACH END EACH END OF 5TRAP WRAP BLOCKING TO JOIST- TOE NAILED 2-8d 2-I0d EACH END 5TRAPPING UNDER SILL PLATE 7, x STS rwo Rows zk" OG. eTAGt�FRF1J TWO Rowe 6" O�. BLOCKING TO SILL OR TOP PLATE=- TOE NAILED 3-I6d 4-I6d EACH BLOCK AT STUD TO FLOOR A56H43L Y TO SILL PLATE GOF -GT10N _ _ _ _ __ A (SLOE ON GRADE AND/OR GARAGE WALL APPLICATIONS) 0 0 0 0 0 0 0 0 0 o LEDGER STRIP TO BEAM - FACE NAILED 3-I6d 4-I6d EACH J015T 0 J015T ON LEDGER TO BEAM - TOE NAILED 3-8d 3-I0d PER J015T FOR STRAP- (4) 8 P COMMON NAILS AT � 0 0 0 0 0 0 0 0 BAND J015T TO J015T- END NAILED 3-Ibd 4-I6d PER J015T EACH END OF 5TRAP WRAP PLOT PLAN RIM 60ARD 1. NAILING REQUIREMENT5 ARE BA5ED ON 5HEATHING"LEE?6" O.G. AT THE PANEL EDGE. IF WALL STRAPPING UNDER SILL PLATE BAND J015T TO SILL OR TOP PLATE - TOE NAILED 2-16 3-I6d PER FOOT -- -- NAILtN6 NOTE: siMPSON' Gsl 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 5HFAR CAPAGITIE5 NAILING Z IPTIVE STRAPPING - I-I/4w 20 6A. GALV. TO BE NAILED AS PER TABLE ILL FOR 5TRUGTURAL MEMBER5 5HALL BE DOUBLED,OR ALTERNATE CONNECTORS, 5UGH A5 ROOF 94EATHIN6 PRESCR 3.413 d IPI I (RIDGE) ILL PLATE 5HEAR PLATES, SHALL BE USED TO MAINTAIN LOAD PATH. 5TRUGTURAL PANELS 8d IOd 5EE TABLE 3.10 FOUNDATION WALL 2• WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBER5, THE TABULATED NUMBER OF NAIL5 SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT DIA60ML BOARD 5HFATHIN6 ALL MANUFACTURED PREFORMED 5 IN5 LLATION RS UI EM NAILED IN STRICT 3. CORROSION RE515TANT II GAUGE ROOFING NAILS AND 16 GAUGE STAPLES ARE PERMITTED, CHECK Ix6 OR Ix8 2-8d 2-I0d PER 5UPPORT ACCORDANCE WITH MANUIFAGTURERS INSTALLATION REQUIREMENTS � INSTRUCTIONS IBC FOR ADDITIONAL REQUIREMENTS. --� NOTE: FOR ROOF 5HEATHING AT 6ABLE AND RAKE O'VERHANG, PROVIDE NAILING® 4"O.G. IxlO OR WIDER 3-8d 3-IOd PER SUPPORT / IjS)N 8313: 5MOkE ALARMS, ° ZONE: tis: ,�• ON cENrrEx CEILING 5HEATHIN6 AUTOMATIC SPRIhiKLfR7 SYSTEMS d GAFMM MONOXIDE ALARM5 2x STLIDs ' n c'' ceNTi3z GYPSUM WALLBOARD 5d COOLERS 5d GOOLL ZS 7"E=DGE/10" FIELD SIMPSGN G51 NL'' A16 M �A' WALL SHEATHING 7 2015 (4 r=r W®E rRGA1 W LJ ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN SILL PLATE EI>r7E OR RD6E NOT WOOD 5TRUGTURAL PANELS Nawar outer HOOD 8d lOd 5EE TABLE 3.11 ''-1�dil"II;r,��,RD QE•/;1 I "�' ®6E5 ON FOD:i"oN t�•-� ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROV61ON5 OF THiS CODE AND THE HOUSEHOLD Y= CENTER ANP OfflRt~ 5TRUGTURAL FIBERBOARD PANEL5 FIRE WARNING EQUIPMENT PROVISIONS 01'NFPA 72, GUNDATION WALL Imo" II 6A 6ALY ROOFING NAIL - 3"EDGE/6" FIELD HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 71 THAT INCLUDE SMOKE ALARMS,ORA � ;�- � � TEI r0K WALLUPPP ~'�^ � 25/32" COMBINATION OF SMOKE DETECTOR AND AUDIBLE N071FICATION DEVICES INSTALLED AS REQUIRED BY TH15 SECTION 4•„; `i? It 6A 6ALV ROOFING NAIL - 3" EDGE/b" FIF_L D �. .. 1 ED6E5: i"ON GENIFR .�^`" '�R�:�.... � .: FOR SMOKE ALARM5,SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM SYSTEM SHALL PROVIDE THE SAME LEVEL OF �. �� FELP- 12" ON CENTER .^. { x?-�.tY, 'hM`• " " �. - ,,, .. GYPSUM WALLBOARD 5d COOLER5 5d COOLERS 7 EDGE/ 10 FIELD SMOKE DETECTION AND ALARM A5 RE-QLTRED BY THIS SECTION FOR 5110KE ALARMS IN THE EVENT OTHER FIRE .,i. �:y� � ti • ,,,, Y BOARD 8d 8d 5EE TABLE 3.11 ••�� ..'. �� NO. DATE DESCRIPTION ALARM PANEL 15 REMOVED OR THE SYSTEM 15 NOT CONNECTED To A CENTRAL STATION. HARD FMD LQ2Mn SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 'r PARTICLEBOARD PANELS 8d 8d 5EE MANUF. OI I1/11/18 ISSUED FOR INITIAL REVIEW I.IN EACH SLEEPING ROOM 2.OUT51M OF EACH SEPARATE 5LffFPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS DIAC70ML BOARD 5HFATHING 0.2 01128/1 q 155UED FOR REVIEW 3.ON EACH ADDITIONAL 5TCRY F THE DWELLIN6,INOUVIN6 BASEMENTS AND CELLARS BUT NOT 03 0412511 q 155UED FOR FILING INCLUDING GRAWL517ACES AND UNINHABITABLE ATTICS.IN DWELLIN65 OR DWELLING UNITS WITH Ix6 OR 1x8 2-&u 2-10d PER SUPPORT SPLIT LEVELS AND WITHOUT AN INTERVENINGDOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM IN5TALLED ON THE UPPER LEVEL 5HALL SUFFICE FOR THE ADJACENT LONER LEVEL ROOF 611EAT INe AND WALL SHEAT HIND ATTAC hMENT DIAGRAMS IxIO OR WIDER 3-8d 3-I0d PER SUPPORT PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. NYS RES. CGDE Res I dent i a I Code of NYS M. R3a12(15) FLOOR 5HEATHIN6 WHEN MORE THAN ONE SMOKI=ALARM 15 REQUIRED 70 BE INSTALLED WITHIN AN INDIVIDUAL T E P30DZ,1(Zl STRUCTURAL PANELS DWELLING UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE IG - ACTUATION OF ONE ALARM W1H ACTIVATE ALL OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT. LEMSEEam 1" OR LE55 8d tQd b"EpGE/12" FIELD THE ALARM SHALL BE CLEARLY AUDIBLE iN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL INTERVENIN6 DOORS CLOSED. mn9m STAMM GREATER THAN I" IOd !bd 6"EDGE/b" FIELD gmamm ACRYW RnES fAOE STYE Uff�RMVC PSE ASM 0.4m,ASTM F wA Cm fatal DIAGONAL WARD SHEATHING INTERCONNECTION 15 NOT REQUIRED WHEN SMOKE ALARMS ARE PERMITTED TO BE BATTERY Ae6e5rOS-Ca4 rPlFE A57?46426 OPERATED IN ACCORDANCE WITH SECTION 8313.12 u"r-"Pm ASTM A-M,CMM W,AMM A Bea IX6 OR 1X8 2-8d 2-10d PER SUPPORT R=2=W=2UjjMXM2HL IN NEW CON5TFWTiON,THE REQUIRED SMOKE ALARM5 SHALL RECEIVE THEIR OOEXT M WMPMM 185 OW SC 43XU 40 FS PIPE 1501 ID) ASM F Hae 1x10 OR WIDER 3-&d 3-I0d PER 5UPPORT PRIMARY POWER FROM THE BUiLDIN6 WIRIN6 WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,OR AN ON-51TE t r��� C XffW.W C@ VSMABsTao✓WOW 40 FS PPEA2UMARCOW A6TH F Hee ELECTRICAL POWER SYSTEM AND MEN PRIMARY POWER 15 INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY CZ-1270N R311i P'��tNS C Gy1�:5S WEXrfUXV Gg�PVr DW SOW"40 ft FFE 15a") ASTM F mm BACKUP.WIRIN6 SHALL BE PERMANENT AND WITHOUT A D15GONNEGTIN6 SWITCH OTHER THAT TH05E REQUIRED FOR �15b WDORM WfUUM FVC,DW SCHPILE 40 tP5 PIPE AZLLU R CORP) ASTM F H1:7D,ASTM F eat OVERGURRENT PROTECTION.SMOKE ALARMS SHALL 13E PERMITTED TO BE ON AN ON-51TE ELECTRICAL POWER SYSTEM OR , IN BUILDINGS THAT UNDERGO REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN AGGORDEMUANGE __,y q HANDRAILS SHALL BE PR."rIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. GOExTRLbED C.OW051TE PVC W5447 M40P52000 DPN ASTM F MW WITH APPENDIX J HANDRAIL HE16HT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSIN6,OR FINISHED SURFACE OF RAMP SLOPE,SHALL BE NOT C40PFER OR CZFFE z-AuaY PIPE ASTM a 4$*7M a 302 LE55 THAN 34 INCHES AND NOT MORE THAN M INCHES C LMR OR Ca"R LLOY 7"6(TYPE K,FK,L.W-,H OR W A6TM 5 16 ASTM B ee,ASTM a 251,ASTM B 447 PYX.Y01ffaPk'E A5TA1Ft•it77,C6Aela, B ILDINC PLANfi�EVIEW NOTA: HANDRAIL5 FOR STAIRWAYS SHALL BE CONTINUOUS E�THE FULL LENGTHI OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER EXI5TIN6 BOILDIN65 UNDER601N6 REPAIRFULM M.CRDWE MWJ PI.AM PIPE(TYPE VW ASTM 0 ASTM 0 244%¢l Old g ALTERATION GHANI6E OF OGGUPANIGY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED OF THE-FL16HT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN A NEWEL POST OF SAFETY LAPPENDIX J. TERMINALS.HANDRAIL5 ADJACENT TD A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2'BETI M THE WALL AND THE HANDRAILS, sTARi!%sm DRMNAeE 5ywm rrm 304<aEL ASW ALIN I.HAN9RAIL5 SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL P05T AT THE TURN D p 60NNErm COMBINATION M1ATI C SMOKE AND CARBON MONOXIDE 2.THE USE OF A VOLUTE,TURNOUT,5TARTIN6 FA51N6 OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. FINAL g ALARMS ARE PERMITTED,PROVIDED THE ALARM IS LISTED FOR SUCH WSE.COMBINATION SMOKE AND (REWIRED AT EACH BUILDING CORNER MAP r i MAROON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM SIGNALS FOR SMOKE OR CARBON t*T� R i u �4U4r4 ALL REQUIRED HANDRAIL5 SHALL BE OF ONE OF THE FOLLOWIN6 TYPES OR PROVIDE EQUIVALENT 6RA5PABILI7Y. (R EMIRED AT EACH OVERHEAD 6ARA6E DOOR IAMB) MONOXIDE ALARM AG71VA71�0yN�y� �.t REVIEWED E, f'E E D �Y Z A i SEC 1 ON Ml. 02 a0 �CJ DRY EKWT. r h HANDRAIL5 WITH A GIRaLAR GR055 SECTION 514ALL HAVE AND OUTSIDE DIAMETER OF 1-1/4 INCHES AND NOT GREATER THAN 2 INCHES.IF THE HANDRAILS R� \�v/ ARE NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER THAN 6-1/4 INCHES WITH A MAXIMUM OP055 SECTION OF 6;MWIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITION5)2-1/4 INCHES. SEE ®E C I S I O 111 # 3 sS HIS=6iCfam . ` DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS,AND SHALL CONVEY THE M015TLRE TO THE =Ih HANDRAIL5 WITH A PERIMETER GREATER THAN 6-1/4 INCHES SHALL PROVIDE A 6RA5PABLE FINGER RECESS AREA ON BOTH 51DE5 OF THE PROFILE.THE C bm POR PLATPORM WAA EZmIIJE; AAI/ �^- DOLT ����� DATED /�L OUTDOORS. FINGER RECE55 SHALL BE51N WITH A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT (FGR MORE INFORMATION, REFERENCE y, 2.o15 RE6IDFwriAL R3m.n FIREISLOGiCw ��^ LEAST 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE PROFILE.T1415 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT 15 (REWIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITION5) 11115 SECTION SHALL NOT APPLY TO L15TED AND LABELED CONDENSING DZTLE55 CLOTHES DRYERS NOT LE55 IRAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RE-CE55 SHALL BE 1-1/4 INCHES TO A � EXHAUST PLOTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUCT MAXIMUM OF 2-3/4 INCHES.ED6E5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. (FOR EN61�ED LLtvH"Yg2 [ie. WOOD I-JOISTS �] 5MAtQ1. SPEG's FOR ADDITIONAL IrFO) TERMINATION SHALL BE IN ACCORDANCE WITH THE DRYER MANUFAG7URER5 INSTALLATION SECTION 83115 STAIRWAYS IN COMB STTBL.F 0067 MTIOK FiRRXOCKJNG SHALL_BE PROVIDED To CUT OFF BOTH VERTICAL - '51MPSON'HDQB SPECIFICATIONS.EXHAUST DUCTS SHALL TERMINATE NOT LE55 THAN 3 FEET IN ANY DIRECTION FROM AND NORIZONFAL YONGEAI ED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER +�-0►QO. d l• 8. OR ' OPENIN65 INTO BUILDIN65.EXHAUST DL G7 TERMINATION SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. 5CREEN5 SHALL R3115J ISM BETWEEN STORIES!AND BETWEEN A TOP STORY AND THE ROOF SPACE 51H w_iON'PlID6 2-160 COMMON NOT BE INSTALLED AT THE DUCT TERMINATION STAIRWAYS SHALL NOT 8HAL E LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HE16HT FIREHLOCKIN6 SL 19E PRAVID67 IN W0004 RATED CONSTRUCTION IN THE FOLLOWING LOCATIONS, 12" max. NAILS 0 6'O.G. AND BELOW THE REQUIRED HEADROOM HE16F T, HANDRAIL5 SHALL NOT PROJECT MORE THEN 45 INCHES ON EITHER SIDE OF THE MIR R.I. THE DIAMETER OF THE EXHAUST DUCT SHALL BE AS REGUIRFD BY THE CLOTHES STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEI6HT,INCL.UDIN6 TREADS AND LANDING, I. IN PARALLEL Pa SPACES OF STUD WALLS AND PARTITIONS,FOLLOWS, FURRED SPACES AND WSW DRYERS L15TIN6 AND THE MAMUFAGTURETZ5 INSTALLATION IN5TRUC710I5. SHALL NOT 13E LE55 THAN 315 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANORAIL5 ARE PARA!t a ROWS lOF SILOS OR 5TA66f32ED SILOS,AS FOLLOWS+ BLOCKING PROVIDED ON BOTH SIDES. 116115=4 7RANVfM COM I.I. VERTICALLY AT TME CEILING AND FLOOR LEVELS. O ENDWALL TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN GON5IRUGTION,FLEXIBLE TRANSITION DUCTS L5ED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL 13E LIMITED TO SINGLE MOMM THE WIDTH OF SPIRAL 5TAIRWAY5 SHALL BE IN ACCORDANCE WITH R3115b. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING to FEET(_ve MMI. LEN67115,NOT TO EXCEED 8 FEET AND SHALL BE L15TED AND LABELED IN ACCORDANCE WITH UL 2158A. 2. AT INTi COMEGT110N5 BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SLGH A5 . ° ' •" : '' ap • OCCUR AT SOFFITS,VWP CEILIN65 AND COVE CEILING5. 12" ma X. Mraffsaxm EXHAUST DUG1`5 SHALL BE CON5TR16TED OF A MINIMUM OF 0.016 INCH THICK RIGID METAL THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6-8'MEASURED VERTICALLY FROM DUCTS,HAVIN6 SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN TIE DIRECTION OF AIRFLOW.EXHAUST DUCTS SHALL THE SLOPED PLANE ADJOINING THE TREAD N051NG OR FROM THE FLOOR SURFACE OF THE LANDING/PLATFORM. 3. IN CONGEALED SP,AGE5 AT THE TOP AND BOTTOM OF THE RUNL ,••• • PROJECT NAME: NOT BE CONNECTED WITH SHEET-METAL SCREWS OR FA5TENIN6 MEANS MUCH EXTEND INTO THE DUCT. EWLOS D 5PAGE5 LEVER STAIRS SHALL Ca-FLY WITH SECTION R302.7. PLAN 831153 5TAIR TREADS# R15Bt, 4. AT OPENIN65 ARO W VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AND FLOOR LEVEL, /• ROGER S WITH AN APPROVED 14ATE PJAL TO RESIST THE FREE PAS5A6E OF FLAME AND PRODUGT5 OF •' SIMPSON'H" THE MAXIMUM R15ER HE16HT SHALL BE 8-1/4 INCHES. THE RISER SHALL 13E MEASURED VERTICALLY COMEU5TiOK THE IMATE REAL FiLLIN6 THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ALL WORK SMALL MST OR EX22V THE LATEST REQUIREMENTS OF ALL NATIONAL.,MUNICIPAL,LOCAL,AND OTHER AUTHORITIE5 HAVIN6 BETWEEN LEADING E06ES OF THE ADJACENT TREADS. 774E 6REATE-5T R15ER HEIGHT WITHIN ANY FL16HT OF STAIRS SHALL NOT EXCEED ASTM E 136 REGI UIlRB•ENT5. OR JURISDICTION,INGLUDIN6 NEW YORK STATE PLUMBIN6 CODE AND COUNTY HEALTM DEPARTMENT REGULATIONS. ANY WORK NOT 5UBJIECT THE SMALLEST BY MORE THEN 3/8 INCH. 5. FOR 774E FM06KIN6 OF CHIMNEYS AND FIREPLACE5,SEE SECTION R1003.A 3'50.x 5/16'WASHERS 51M1'50M'PHD6 TO THE APPROVAL OF THE AUTHORITIES H/WING JURISDICTION SHALL BE 6OVERNED 8Y THE NATIONAL PLUMBING CODE,THE 2 b OFA 1W0 FAMILY DWH11N615 I l END NUT SETUP ALTERATIONS COUNTY ND HEALTH DEPARTMENT,AMANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS.ALL DRAINAGE PIPING SHALL BE RUN IN THE MLNIMUM TREAD DEPTH SHALL.BE 9 INCHES. THE TREAD DEPTH SHALL BE MEASURED / DY FLL LMTQl11Ri�AT THE LINE OF PVC PIPE,514TO AS SHOWN ON DW+WIN65 OR A5 REGUiREP BY CODE.PROTECT ALL PLUMBING MATERIALS FROM FREEZIN6• PITCH ALL HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF ADJACENT TREADS AND AT A RI6HT AN6LE TO SEPARATM DRAINS AND BRANCH VENT5 MiN.J'PER FOOT. NO PIPES,EITHER WASTE,SUPPLY,OR VENT SHALL 13E EXPOSED EXCEPT AS REQUIRED AT THE TREAD'S LFADIN6 E96E.THE 6RFATE5T TREAD DEHA PTH WITHIN ANY FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE DOUBLE SILL PLATE THAN 3/8 INCH.WINDER TREADS SHALL HAVE A MINIMUM TREAD OEM OF 10 INCHES MEASURED A5 ABOVE AT A POINT 12 INCHES (51WLE FOR STAB (IZEGS/1RED FOR All NEW GONSTRUG7TC)N AND FIRST BOOR ADDITIONS) STREET ADDRESS: 420 SCHOONER DR FIXTURE. PROVIDE INSTALL PIPING REQUIRED Fes'.HVAC SYSTEM. ALL FIXTURE5 HAVE�'SUPPLY LINES MX-55 OTHERWISE 6RADE APPLiGATION5) ' ' FROM THE 51DE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES A7 ANY PUTFO FRAME CONSTRUCTION a ,: 50UTHOLD REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL PLUMBING REQUIREMENTS.PIPING MATERIALS SHALL TOWN: POINT.WITHIN ANY FL16HT OF STAIRS,THE 6REATE5T WINDER TREAD DEPTH AT THE 12 INCH WALK LINE SHALL NOT EXCEED THE CONFORM WITH SECTION 904b OF THE N.Y.S.CONSTRUCTION CODE. ALL PIPING TO BE LOCATED 50 AS TO MINIMIZE NOISE. PROVIDESMALLEST BY MORE THAN 3/8 INCH. -LAdQldi3 y .1�� 516"DIA ANCHOR 5TATE: NEW YORK AND INSTALL LEAD OR LEAD COATED COPPER PAN COVERING SIDES AMD BOTTOM OF SHOWER ITIGLO URE WITH ALL SEAMS nlff~sr °O Is AP LED . CONTINUOUSLY SOLDERED.PROVIDE FOR WATERPROOF DRAiN CONNECTION To'urrN°omume or BGS 15 � P05TAL CODE: R!4'4 !+r R THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO 6REATB2 THAN 4116 n1�5TOFMNs iasis I IgTI INCH.A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. POURED �.• '9 5GTM # 1000-71-2-q ��! WALL TO WALL Yr THE 6RFATE5T NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST N051N6 PROJECTION BY MORE THAN 3/8 INCH 13ETHTN TWO ''` _ ` SIMPSCN,hDQB \ 51TE NUMBER: WA STORIES,INGLUDIN6 THE NOSING A7 THE LEVEL OF FLOORS AND LANDIN6.BEVELING OF NOSIN6 SHALL NOT EXCEED 1/2 INCH. aTOP"NO 6,0"No „ ' OR STORY TD STORY UPLIFT GONNEGTIONS FROM UPPLit STORY WALL STUD 70 LOWER STORY WALL STUD SHALL BE IN ACCORDANCE WITH RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT MORE eTOn•1Ne eYCFFtt� ,rte FOUNDATION a•' •e 51MPSON'PHD6 2-I60 COMMON THE REQUIREMENTS OF TABLE 3.4. PRESCRIPTIVE 50LUTION5 ARE PROVIDED IN TABLE 3.48. WHEN UPPER 5TORY WALL 5TUD5 ARE NOT THAN 30 DE6RCE5 FROM THE VERTICAL.OPEN RISERS ARE PE RMITTED,PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT m ' WAL-I_ NAILS 0 6'O.G. GENERAL NOTES LOCATED DIRECTLY ABOVE LONER STORY WALL!iTUD,THE STUDS SHALL BE ATTACHED 70 A COMMON MEMBER IN THE FLOOR PERMIT THE PASSAGE OFA 4-INCH DIAMETER SPHERE. H 1 SECTION FOR H-STH ASSEMBLY WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.4. 5 t LOCATION OF STUD czam I.A N051NO 15 NOT REGUIRFD WHERE THE TREAD DEPTH 15 A MINIMUM OF it INCHES SLOCKIN6 AND CODE WALL TO WALL A55MYt 2.THE OPEMN6 BETWEEN ADJACENT TREADS 15 NOT LIMITED ON 5TAIR5 WITH A TOTAL RIDE OF 30 INCHES OR LOCATION I LOCATION 2 LOCATION 3 ON 4 LOCATION 5MCIIGOMeVS ���� 6 0 ENDWALL LESS nr�T�INs ,.,,E„OP"M, 7" embedment into concrete foundation COMPLIANCE NOTE S FIRST FLOOR WALL STUDS SHALL 13E CONNECTED'ro THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE WITH THE 83115.4 FOR STAIRWAYSr 15"embedment into block foundations RE-QUIREMENT5 OF TABLE 32. PRESCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION,SILL PLATE,OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.46(SEE FIOURE5 32A-E). A MINIMUM OFA 11/4"X20 6A6E A5TM A653 6RADE 33 STEEL.STRAP SHALL BE NAILED TO THE THE 94ALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. RCSTOPriNe p co N0 Xret TW e F ALL.TO n" ASTRAPPIN6,ANCHORSNS ,HOLD DOW , STUDS IN ACCORDANCE WITH TABLE 3.43 AND HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION AND e ' ' a 5EALNAPROJECT NUMBER: 2018-0043 SLABS ON GRADE 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH .! Ai TABLE 3.4B(SEE FIGURE-5 32A-C). MEN THE STEEL STRAP 15 LAPPED UNDER THE BOTTOM PLATE,3-INCH SQUARE WASHERS SHALL BE A FLOOR OR LANDIN615 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, s 2•SPAce TrrT 3 4• /,C-`J\J,JG� '� .���y/,, . INITIATED DATE: Oq-28-18 c INCLUDING STAIRS IN AN ENCLOSED GARAGE PROVIDED A DOOR DOES NOT 5WIN6 OVER THE STAIRS. TOM FlLLJ'� ,• • ••• '. . '�1 ,ro�'i USED ON THE ANCHOR BOLTS AND ANCHOR BOLT_PAGING SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 32G. STEEL i' I.USE 5/b'01A ANGIOR BOI_T51^V MINIMUM 7'E�EDN�IT INTO • + ;�.•. Oa G �`- DRAWN BY: 5BA STRAPS EMBEDDED IN OR IN CONTACT WITH 5LAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED GALVANIZED • 2 r �(' CONCRETE W/3SQUARE x 5/16WASHERS AND END NUT SETUP A FL16HT OF STAIRS SHALL NOT HAVE A VERTICAL R15E GREATER THAN 12 FEET BETWEEN ' ' . ' ' • _ "}0 AFTER FABRICATION,OR MANUFACTURED FROM 6195 OR Z450 6ALVANIZ07 STEEL. . ' r ,fie., ,� I .;: CHECKED BY: SBA FLOOR LEVELS OR LANDIN65, DRAWIN6 NUMBER: a IAS a `T y i 2.ANCHOR NOTED HEREIN ARE NOT TO BE 05M FOR OR REPLACED BY I ' ,- I"•; THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE STAIRWAY SERVED.EVERY 4% HOLD DON 6 FOR 5HEARWALL5. 7/S" DIA THRFADFD ROD E VWW (f+' k�r TG-001 000 U LANDING SHALL HAVE A MINIMUM DIMEN51ON OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL, I2 1/2" INTO CONCRETE W/ 16 Mp6w ET O3 1 Q`' I'lll�'TOn•1 83(155 STAERWAY WALKIt�SURFAGE� �� � `l0 THE WALKING 5URFACE OF TREADS AND L.ANPING5 OF STAIRWAYS SHALL BE 5LOPED NO STEEPER IRAN ONE UNIT O �� VERTICAL IN 48 INCHES HORIZONTAL(2 PERCENT SLOPE-) PAGE: 2 OF 16 z.r`: .. .. - ..•-,..-.,�,.,.-,,,,,,+�..iraa� - .. ...�.: �..�.,-.,.. , '` �".'�' .. .. .. s'*"".."'n". A *9a^^>^'7Y'". �',F.s•u^""�cs"�^.-5.a• - - - - -' _ _.,_.,...,.._.JUJU.., --...�.---..�. .,.•_,......._ _ .. �.-,rs�:,-•z:z'P-. ..__...•......._ ...-_._,.__ ..JUJU.-._ -. r-.,-.--.m.•-,.•,•.+•+.v.-....-..,... ---.m^"-"-^^-^•-"^•.--..•.•,.,.. BuiLv►Ns DEPARTMW Ij= rADLE 3213: P!OTTOM PLATE TO FOUN7ATIDN GONNEGTIONs USE AND OCCUPANCY-51N6LE FAMILY RESIDENCE 6YP.5UM 1rVALLBOAM." (ANGtM POLT`J') PZ-616'TING LATERAL AW SAR LOAPS DOLE 35A TOP AND DOTOM PIPITS To D LATERA!_ TABLE 3F,A R C6 TENSION STRAP ,T►ON STEVE � TYPE OF CONSTRUCTION-VB FROM wINP - DP05UZE G G INFLTIONS FOR WIND LOADS - EXP05lJZE $ jU1RElvff-]�ITS FOR WIM - EXPOSE 8 I. REGULAR WALLBOARD: PROVIDE TYPE III,GRADE R GLA55 1,112"THICK,EXCEPT A5 MAY BE SHOWN OTHERN15E ON TYRU SFLOPD DENT LOAD A55UvIPfI0N5: ROOF / GELJN6 AS5t3vfCLY DL..IIO PSF 6U5T WIND SPEPD 55 90 mo 140 (50 THRITE SEGOFD 6U5r WIND (MPtt) 150 RffUZ CE STANDAR-WOOD FRAME CONSTRUCTION MANUAL 2015 FOR ONE AND TWO FAMILY DWELLINGS THE DRAWINGSAPRCHITECT 2. FIRE-RE515TANT WALLBOARD: PROVIDE TYPE Ili,GRADE X,GLA55 I,5/8"THICK. DOrrOM PLATE TO FA�DATION I.M.4 TYRES 6150 D Q)5r WND 5P� ":i) 1`0 IAO 3. WATER-RE515TANT WALLBOARD: PROVIDE TYPE VII,GRADE W OR X A5 REQUIRED,G1A55 2,f/2"THICK,EXCEPT AS FOLWATION ANCHOR DOLT S.PPORTN6 MAXIMLM ANGtfGR p�'.l T 5F'AGINr (INT) sTLD f'A6IN6 WAIL YE16Yti M IGD GOMa1(Jt1 NABS OR 40 CONNECTION RESISTING (N.) (FT) D DOX FCoNI PER sTIA r0 PLATE I. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF INTERNATIONAL RE51PE NTIAL CODE OF 2015 AND MAY BE SHOWN OTHERN15E ON DRAWINGS. I/2" ANCHOR DOLTS (.aNIELTNON (��z3 R0� PRS ROOF )PAW MA�ls I OF SD GGMOr NALS T IOD PDX MALS N EACH END GHF H/4" STRAP'.X34^L0.' THE 2017 NEW YORK 517ATE UNIFORM GORE SUPPLEMENT. 4. CORNER BEADS: PROVIDE METAL ANGLE SHAPES WITH WIN65 NOT LE55 THAN I AND 1/4"WIDE,AND PERFORATED I-5 STORES 50 S 2 2 2. ALL WORK SHALL GONPLY WiTH THE APPENDIX J EXISTING BUILDINGS AND 5TRZTURE5'OF THE IRC 2015 AND FOR NAILING AND JOINT TREATMENT.TO BE USED ON ALL OUTSIDE CORNERS AND ALL OPENING5. 5/S" ACtM pa-Ts 10 2 2 I2 Z Z PHONE (63U 553-6333 ALL APPLICABLE SECTIONS OF THE 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT. 5. ALL WORK TO BE FORMED,LEVEL,TRUE,AND PLUMB. I-5 STGRIES 45 � 2 2 I1 2 2 PO BOX 762 3. FIRE STOP VERTICAL SPACES IN WALLS AND PARTITIONS AT FLOOR LEVEL,CEILING,AND ALL FURRED SPACES 6. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD,MINIMUM 3 GOATS. L MaffGRPrM LA"Ars air cN M4APf"N Tmz M]. � 2 3 OREAAT RIVER, NEW YORK 117361 NOT TO EXCEED 8'-0"VERTICALLY OR 10'-0"HORIZONTALLY. x T AHu U tars I u R ro Prsar S rr,utter„at 9M taro3 nt wva" oars��ewu,r�or L rre � Z Z Cra M rApLIWT v rat�rrr Laws(rAd e A�1G)az tArtRAL Aw erATt urns(rMtt A�Asp}rat artet Ar�ttcFe tans LMVATION6 2 2 312 ZA 3 3 �t,,t�V� A At��t/�,� TA ATMOWTrutW secs. 20 2 2 Z�j '�j 4. PLASTIC MATERIALS SHALL CONFORM TO THE INTERNATIONAL RE51DENTIAL CODE OF 2015 AND THE NY5 2011 SECTION 8313: 5MOKE ALARM-5, T'`°L OrAT"� !g MAP RYA:Ut°"' W OPO 0AL W WALL!as to TMA N ALCAaA" w MMMEX eAA7 rest ones �t,,t� WALL >M,MK IN W M O LLATID AF D. OGT a'A Ma 0 L to ALLTPLP9 DY M/PPRGPRHre arA7rerab T1Pe AM1srTotr rACTcx N UNIFORM CODE 5UPPLE:MENT. Ai1TOMATIC 5PRINKLER5 5Y5TEM5 I' CAR80N MONOXIDE ALARM M ern,a>r N�CAM Otis, oar sPACN6 t�r tee a+ TEP L l PR!I6Tlp. oars ArtC =oN MaMTla4s N rAttL q. A fat iTRS eeuw ex)er ww f.FiiflB EReATBt TttAN 610 APtt wmt A 7AptATr9 UTIIVL VALE egad rArtL MPI ePJ'ATlSt TFMN 4AF.Til, 1 7Ap1A7T9 PRMINb La"nI MO CatCLT1GN�JeNTB E1Wl tG PCfOarTm 70 DG MLTR19 Cf 092 Tae Ureu.urrrcnoNs 414J.oe vereatreo U"M LOrnI Fl7LM 7AtlL ACAS. eRNAN6 IYT La;Arrs wrrtrrt D rsr a cowata 5 5. ELECTRICAL INSTALLATION SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE OF 2015 AND THE NY5 s TAR ATM M"*LaW MOM A ot. M UZAT19 N b CAM D coNsuLrANr: 2017 UNIFORM CODE 5)PPLEMETIT,CHAPTERS 33-42. 8312 SMOKE ALARM5: 12 1 2- b. b. PLUMBING INSTALLATION SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL GODS OF 2015 AND THE NYS TALE 3A13 LR=FT SfRAA ,GT10N_�(U 5 - Dff'05LR_E � 83131 SMOKE DETECTION d NOTIFICATION: ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN (I Q TD WA11.. WATT-rO�-Wil1. MD W/ l-ro-fA1-ATI0N) I� 2 2 2017 UNIFORM CODE 5'JPPLEME7VT,CHAPTERS 25-32. FASTEST MILE 20 2 2 7. MECHANICAL SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE OF 2015 AND THE NY5 2017 ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THI5 CODE AND THE wNDSPE> ",H) 4:12 UNIFORM CODE 5UPPLE:MENT,CHAPTERS 12-24. HOUSEHOLD FIRE WARNING EQUIPMENT PROVI5ION5 OF NFPA 72. DEAD LOAD ASSI,MPTIONS: ROOF CEILING ASSEv1PLY DL=ISPSF rADLE 3.10 ROOF srEAmlN6 25 3MR& NOTES, 3 HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 71 THAT INCLUDE SMOKE ALARMS, 3 4 OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICES INSTALLED A5 REQUIRED BY TiiR� SEGGTD GUST wIFD sP® ",H) 150 ATT REf?UIRE -NTS FOR wll� L.JOAPs � 3 T"�"L 3� 4 I. NO WORK TO START UNTIL APPROVED PLANS AR.OBTAINED FROM THE BUILDING DEPARTMENT. THI5 SECTION FOR SMOKE ALARM5,SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM SYSTEM SHALL OfATHM 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED,UNLESS OTHERWISE SPECIFIED: ALL PROVIDE THE SAME LEVEL_OF SMOKE DETEGTION AND ALARM AS REQUIRED BY TH15 SECTION FOR SMOKE ALARMS IN FRMS SPACING R06F SPAN NLWM OF SD Ca&ANl NALS OR ID D DOX NAILS IN IZ THE EVENT OTHER FIRE ALARM PANEL 15 REMOVED OR THE SYSTEM 15 NOT CONNECTED TO A CENTRAL 5TATION. (IN-) (FT.) EACH ETD OF H/4"x20 6A6E STRAP %Z3.4 E F DiME:N51ON5 AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. MAX NAL SPACING 2 2 3. CONTRACTOR 5HALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,CERTIFICATION OF OCCUPANCY,INSPECTION 8313.1.1 LOCATIONS: SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 12 1 2 2 SFPATHIN6 LOCATION I IRWTER/17RU55 FOR bD CaJAON 5 15:17- APPROVAL, :12APPROVAL,ETC.FOR WORK PERFORMED FROM AC-ENGIE-5 HAVING JJR15PICTION THEREOF. I.IN EACH 5LEEPIN6 ROOM Ib 2 2 9 (�5' oG•) NA" OG. 4. ALL WORK TO BE DOME IN CONFORMITY WITH RE510ENTIAL IRG 2015 COPE-5,NY5 2017 UNIFORM CODE SUPPLEMENT. 2.OUTSIDE OF EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM5 20 2 2 5 2 3.ON EACH ADDITIONAL STORY F THE DWELLING,INCLUDIN6 BA5EMENT5 AND CELLARS BUT NOT 24 9 b IZ 16 Y2 2 32 2 3 ALL LOCAL CODES,AV NATIONAL ELECTRICAL CODES,LATEST EDITION. INGLUDIN6 CRAWL5PACE5 AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLIN6 UNITS WITH 2 5 4 Ib b 121 6 65 3(0 3 3 5. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK.CONTRACTOR TO NOTIFY ARCHITECT SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE 52 2 9 4 FER w"m tpGE ZONE 1Z IMMEDIATELY OF ANY 0I5GREPAWE5. ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL 5 5 4 192 6 b PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. t FR ffakF M LMM AM WOW ON M"W"N TA"MA. 5 b 1io Z 2 6. ALL MATERIALS TO BE USED ON THIS PROJECT 5HALL BE INSTALLED IN STRICT CONFORMITY WITH THE x TMIATM LRrr CaMa M RrquRaarro MMM A RL"LMATr9 N MMM 0 24 6 665 7 rMaXtP MJ'r eafCOT M FM""090 Mahe A PAT*V Oa2.kb MMMLY VM LM Zr 9 Pa•(010 X P 20 2 2 7m Rw MANUFACTURES RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL Mee 174 TARLATIP Ya.N"IN wr�M�,�DY i WC rAM MV a"TM To 7. CONTRACTOR SHALL i-lAINTAIN COVERAGE FOR ALL INSE- URANC5,BOND5,ETC,AS REQUIRED BY LAW AND BY THE OWELLIN6 UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION k AtrJAtar AMU AM�»araC erPAP � 16 � 16 12 x•12 25 2 2 2g 2 2 OWNER OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARM5 IN THAT INDIVIDUAL UNIT.THE ALARM SHALL BE CLEARLY Ib b 12 6 Y1 AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENIN6 DOORS CLOSED. (J j FRAMINb TO WALL GONI�ELTION NrERm zoo 24 16 I2 16 n PLOT PLAN 8. THE CONTRACTOR 51-1/4-L PROVIDE ALL SAFEGUARDS AS REQUIRES TO PRECLUDE INJURY TO OWNERS AND TALE 3A' -------------- CONTRACTORS PERSONNEL,AND TO ALL OTHER iPER5ON5 AT THE CONSTRUCTION SITE. EXCEPTION: 9= S FOR WIND - W-QgM 15 24q. CONTRACTORS SHALL EXERCISE 6000 JU96E-MENT TO MINIMIZE DG AMAE TO ADJACENT PROPERTIES.ALL AREAS INTERCONNECTION 15 NOT REQUIRED WEN SMOKE ALARMS ARE PERMITTED TO BE BATTERY 6 THE INTENT OF OPERATED IN ACCORDANCE WITH SECTION 8313.1.2 DEAD LOAD AS51�viPl"IONS: ROOF CEILING 6A E DNDWALL RAKE OR 5 b b Tw/o DAMAGED DUE TO NEW GON57RUGTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY CONTRACTOR. ASS M151-Y DL=1 Pyr RACE TP w Lf.1OKl�1)T b 10. EAC H TRADE SHALL FAMILIARIZE THEMSELVES WITH THE5E PLANS AND COORDINATE THEIR WORK SMOKE DETECTION d NOTIFICATION: IN NEW GONSTR6AA.E EWWALL.. RAKE OR WITH OTHER TRADES. 8313 12 UGnON,THE REQUIRED SMOKE ALARMS SHALL 16 6 7:12-12:12 2�} 2 2 RECEIVE THEIR PRIMARY POWER FROM THE BUILOIN6 WIRIN6 WHEN SUCH WIRING I5 SERVED FROM ATHREEf SECOND 1157 WND ` RAKE TT2U55 w o RACE OM13tHiAN6 J If. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS,UNLE55 NOTED OTHERWISE. COMMERCIAL SOURCE,OR AN ON-51TE ELECTRICAL POWER SYSTEM AND WHEN PRIMARY POWER 15 REWIRM) e-m its ePwAA(M AT P m AfTMOM pep ZS Z 2 r-W ePA00 Ar NRr"WTE OPPMM N M PAle.rtsr�p CAPACITY OF t sae Par arAntts wmrt 4 t12r or M PIXhereR epee CF M PBtR,riT7t tree ar M PtltAlftR tree Gr 32 2 3 I{r_{"',.,1•" INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY BACKUP.WIRIN6 SHALL BE PERMANENT AND TM ROM,NG IPP 4 M=r ON IAM IDE Cr M PCG"Mr,M4 rWr FB*ZIM Wee We ATTAMANr 12. IF,IN THE COURSE OF GONSTRUGTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 INDICATED ON THE rf,*& SPACING R06F SPAN GGH GTION 1,2 ftNiM INre*wL a Ump WITHOUT A D15CO3NNEGTIN6 SWITCH OTHER THAT THOSE REQUIRED FOR OVERGURRENT PROTECTION.SMOKE ALARMS I rrouATW M Nat ON CfWM NOL a"ACM A94AM VrAr"ATTAaM To ttNTM Rlse TrR*&e KtWM PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY.SHOULD HE FAIL TO (IN) (FT) 3.4 MM 62LO.41 MR FR*&a M5CM Warr 0AUgD-0.9,M NMN9 WAG449 OVLL VE Fuww To s Nara oe ry SHALL BE PERMITTED TO BE ON AN ON-SITE ELECTRICAL POWER SYSTEM OR IN BUILDIN65 THAT UNDER60 REPAIR, L S U s. TM"Ten s Nat oa.NAL WMM Aft a arXT ATrAarn TO RArrM/TMiss rR"O M%OM MTLN J'J I�' E L(? FOLLOW THI5 PROCEFMVRE,AND CONTINUE WITH THHE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY r AMAT Tae n at, MDarA wrm xes mrAT M NIL�ATo R Er m DG Am rR m 4 tYcr nG I- TADUATI? CONNNECTION REWRMOITs SHW-L DE PERMni W TO DE ML.LTR JW DY v ALTERATION,GHAN6.:OF OCCUPANCY,ADDITION OR RELOCATION IN AGGORDANGE WITH APPENDIX J. k rMUATr9 4 M as WLL ePAON6 Aeal+as a:V."T ATTR-OF ro wrrtR/fives eRAAro Aea�tl wrM ep-oAo rare rTraar�uoaszs wrm oAt�QAM,M N"L lPAOt•!38 9/"tt x REiXA9 ra s Nays oa. 0 .70 FOR FRAMING NOFT<AvAING NOT L.OGATI:D WfTIiN S FST DULDI GF NG AR151NG THEREFROM. 12 125 IAS 77R a TAMLAIen WLePAM"Mase A tll M LMATr9 N MMM D mss. 13. ALL WORK AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE(U YEAR FROM DATE OF ACCEPTANCE R3132 SMOKE ALARMS AND CARBON MONOXIDE IN EX15TINO DVEL.LIN65:EXI5TIN6 BUILDINGS UNDER601N6 10 147 2. TAM"TEP RIIP6E C~-6TIOV LOADS A55( A DULDN6 LIIGATED N DFOS(FE P rlU 5. RE-PAIR,ALTERATION,GRANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE �20 170 24 0'MILETACUATEP C le,E.TION REgARD EN 5 ARE PAS® ON A TorAL UPLIFT m" oAO OF THE {�= AcY pEpp L,OAp (0160x10 P5F) BY OWNER' ALARMS AS REQUIRED BY APPENDIX J. �' 28 219 WgD�FJ D ) A TADU.ATI:D CONNFLTION REg REwmrs ARE PAS® ON A I2 N Rree STRAP 14. OWNER/BUILDER ARE RESPONSIBLE FOR ALL IN5IPECTION!,APPROVALS,CERTIFICATIONS,CERTIFICATE OF % 24' 6PA6,W, FOR PrFM Jr RIDGE STRAP SPACM, MU.-TRL.Y THE TA15"TED VN.. S OCCUPANCY OR GOMT'LETION AND U.L.APPROVAL. R3135 COMBINATION SMOKE AND CARBON MONOXIDE ALARM5: COMBINATION SMOKE AND CARBON 516 267 TAME 2,11 WALL SHEATHING TIO 150 DY THE APPROPRIATE ML71PLIPR DELOW: 15. DO NOT SCALE DRAWIN65.WRITTEN DIMEiVSIONS 5UPERGEDE SCALED DIMENSIONS. MONOXIDE ALARMS ARE PERMITTED,PROVIDED THE ALARM 15 LISTED FOR SUCH USE.COMBINATION SMOKE AND u-CMIXTat LFLrr taro ASA(,f 9 U 5 FOR RIDGE Got I ECT'lal SPACING (IN) 12 Ib 192 24 48 I6. DRAWINGS AND SI'EG!FIGATIONS A5 INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE CARBON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM 516NAL5 FOR SMOKE OR CARBON L-"NC"OR LATH&Law f5W MDIAUR To M W/W 6TRUGTtRAL OVAT11M IAL.TIPL�t TOO I-n lb0 200 400 I-eamrrat sew Lar f ARA!I! TO WAI) will 11�AD5 MONOXIDE ALARM ACTIVATION R-Lbw/�� u Arc ro M ME Aw W/L Tae wN0 PAwua TO M OR PAgL SIDING N EA( EM GT STRAP 15 ARCHITECT WHETHER THE PROJECT FOR WHICH Til-EY ARE MADE 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED L Vers MY Aw L r�LA LaWVJL"L*KL 5- WHEN THE rMIIATt� Cr MALS L iW M Ift14 RD , RAI LAVs N9r L to Pf1aMTM TO to APAP DY M ,Mv oel,ttt�CGTML_Y,rat rRAltFs rnr tOttTL9 wmaa D rsr Cra NlLnNS CaatRS FqLA- T I ANP THE t'iZAhAIVG K ATTAGYFD N ACGORDANGE WiTHt TAME 5.1, THE ON ANY OTHER PROJE.CT5 OR EXTEN51ON5 TO T14I5 PROJECT,EXCEPT BY AGREEMENT IN WRITING AND WITH SMOKE AND CARBON DIOXIDE DETECTORS SHALL BE PLACED IN ACCORDANCE WITH SECTION 2.54 OF THE NEW YORK t. TAeLLATr9 LFLrr Laos ASAW A FMM Far MD MM ASmftY aew LAID 0- E F E F E F RIDGE STRAP AND ADITIONAI- HALING K NOT REM REP �' s D Pyr• b. WHEN A GaLLN2 TIE 15 LJSW N LIEU OF A RPM STRAP, THE MAINBR OF IGD STATE UNIFORM GODS SUPPLEMENT. e: MIN CA tFtrV l UU Ars ePetreD rat Fac AFL at w c-ro-ra s MAX NAL SPACING R159AREP N MACH EW CrTHE COLLAR TIE NEED NOr D(aSE THE APPROPRIATE COMPENSATION TO THE ARCHITECT. k TAea OXLm7 L, twos MR wAli-ro-wALL at wAu-ro{arnATleN GlhMgV NOLs NO. DATE DESCRIPTION ca+rcrw01 r R&M IPLrr vL M stwL to H armor TO et rsaJaW Tit Ao Ptr I STIII SPACING FOR ep CaMMON 4 TADLLATEP NUvipER of SD OGtmoN NALs N A sTED_ STRAP, oR THE RjA*Z GF OI i1/11/18 ISSUED FOR INITIAL REVIEW 17. STRUCTURAL STEEL TO BE ASTM A36 DETAILED,FABRICATED AND ERECTED PER A.I.S.G. (oicr�5 rlri tae rAat tw wAu Move 51fATHIV6 LOCATION (INCHES oG.) M v POI( NALs IN EAcm Ew OF THE GaLAt TE Nap NOr EXCEED THE MALS INCHES OG. . 0. DOUBLE UP ON FLOOD'JOISTS UNDER PAROLEE!PARTITION,TYPICAL. TAD! ATEv NIS OF IGD PDX NAILS N A 6rm t7mw02 01/2B/I q ISSUED FOR REVIEW TAME RAMAJ 12 Iq. PLEASE NOTE THAT TIfESE PLANS ARE PROTECTED AGAINST ACT OF IggO(AWGPA),WHICH HAS SEVERE PENALTIES. Y1 b b I2 7. H/4" 20 6AU6E RIDGE sT12AP SHN.L CC A ASTM Ak" GRADE -" 6TEEL OR EA pR�q myTIVE H 2�,,� , V i L'rT` Eli NA-ENr 03 04/25/1'1 155UED FOR FILING P.O"GAIIr.PENTRYt - - --- - - r� 3.17E Atm PERFORATED WALL PD2EMET'ER E-776E za,E Ib 16 n 16 n 16 n Ha ERA N r.APAGmr REQUlREIV�NPS 2 2 CLASS OF MATERIAL LOAD-PFARN6 �uI RE 24 16 b b 12 T_A� 216A RAFrER I GELINO JMsT HEB- .IOW I. ALL LUMBER SHALL BE DOUGLAS FIR#1 d BETTER UNLESS OTHERWISE NOTED. (POUNDS PER SQUARE 1700r) FION �T1ON RE�UiRE11�E 2. ALL LUMBER IN GRAW'-SPACES TO BE 15"ABOVE SCRATCH GOAT.MAINTAIN E/"MINIMUM FOUNDATION EXP05URE. 1,2,3 12 b 12 6 n GRYSTALI-INE PEDROGK 12,Ooo GA'�PAGI INTERIOR zONE Ib b 12 b n, 6 t, DFD LOAD ASSUvPTION5: ROOF / GELN6 A6613> Y DL=IO P� _ 3. SILLS TO BE PRESSUkE TREATED(P.T)AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 PROVIDE SILL SEAL./INSULATION, SED�.NrAV�Y AND r��� �� ��Op WALL 11EIC'rf"IT- �/�/Ij� S�.Ir-MIG C�ROIJND SNOW LOAD = 50 P5f 51ZE OF SILL TO BE(2)2"xb",UNLESS(f)2"x6"15 NECESSARY TO MATCH FLOOR HEICHT5 WITH THE EXISTING STRUCTURE. ��•� 24 6 (Z b n b 12 4. AT FLUSH FRAMING USE I6 6AU6E METAL "5fMP5ON"J015T HANOER5 OR APPROVED EQUAL. (ew SANDY Pe� �/� �� � AM � 31000 S 54?`$ 1912 e.WtLNs erAcae.AT PMI_MCS Oro RA'fi SPAN (TFT) 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROVW ALL OPENINGS IN FLOORS,ROOFS,AND WALLS. r-WV.OPA"AT Nrl UMM AMP"N M PRE.MP(IPQ SAND, SILTY 5*V, CLAYEY SAND, 9 5914 2x51 t Rwx l�TMO MTM4 Petr Or M ,M MRNM 4 rWr PMWM HOOT'MC ATTVfRW W9*VMrrs 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS. SILTY GRAVEL AND CLAYEY 6RAVM 21000 IO 45160 2590 t. TMLtATM a Nat M Carse WL a'ACM Malls orxn"ATrAaM ro wast/Trans tR400 rreaats IZ 21f 3(p (SW, SP, ism, 6G, GFA AND 6G) 12. 5252 28165 0 MR MMA EL OPM,O&VAC"�'OX W", ALP�rTts rO M germ m rM TO N Wiv a ac 7. ALL BEAMS,GIRDERS,ETC.TO HAVE MINIMUM OF 3-I/2"BEARING. k TM IATen WV.lPAQtHJ M9Ar A RLPM UZATr9 N MMM D 8. MINIMUM HEADER TO BE(2)2"xb"UNLE55 OT74ERW15E NOTED. CLAY, SANDY CLAY, SILTY CLAY, b 14 16104 5546 RAFTER RAFTE=R RE91R®NEJM of IED Cal•AAON OR A6P POA( NALS 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH NA50NRY/CONCRETE TO BE PRESSURE TREATED,ACO CLAYEY SILT, SILT ANP 6&D SILT 1,5pp 16 *970y� SEEPS 5PAGING (N) PER HIM- JOINT Cater.ION IA3.4.5.6 (GI, ML„ MH, AND Ui) IS 7845 4501 10. ALL EXTERIOR 5HEATHiN6 SHALL BE NAILED A5 PER NAILING SCHEDULE.GENERALLY 5HEATHIN6 15 A 1/2"THICKNESS ON WALLS rmz mn 2m AND ROOF AND 15 OF 612X GRADE,L&E55 OTHERWISE NOTED.SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT FOR 61: 1 POI.dND PER SOjARE Foor = oo479 kN/m2 20 5720 4780 ("TV AW W.QMM (z Pesm 6RE1106 (Z {0 11 17 a. "ON SOI.. m5T ARE RELj PO 13Y SECTION R401-4, Tt E 3.12 IG S 15 22 NAILING REQUIREMENTS WHEN APPLICABLE. t Rt7QIJ}Q9►+aaakN uwkAre s Melee WOES Ars TW- N A CaaaW2 M1nt 19.2 9 18 27 � I j"� ALLAHE R P�IN6 GAPAGmES Ti E sol sHAvJ flE PART OWL AAAA rat or"M WAL KTrr*r V" M TAottAnv WAaOt OMAORY 1JUIL1�I NC PLAN REY IEW NOT It. PROVIDE METAL ORIF'FLASHING OVER ALL EXTERIOR WINDOWS d DOORS. (fi THE REf�OMvIF1�ATION�. s�x vrA�oY M rPrwax�Are arAmNs T ANC AW1eTM?rr TACTOR N rAtLt SNOW � SPEED 5 DE516N e A FROST e � c � 11 22 33 !, ttaJ"GPAGr M AM MAW FM IVORY ttCU"CAPAGRLS ewLL C �,�I'if�L.D �F 12. SUB FLOORING,GENERALLY,TO BE OF 3/4"THICKNESS AND OF COX GRADE.NAILING A5 PER NAILING SCHEDULE AND GLUED. b. MHIE THAIN.1, SOLS-' WITH AN Al0WAME $FARING GAV'AGITY x o Nm MUM M Iran MOM To M srmy M -ow. LOAD �G GUST GATI_bORY WFATtf3tNG LIFE TERMITE IMEIAYMV HAZARD OF LESS THAN I�po PSF ARE LPU1Y To PE PRESENT AT TYE (P5F) Wi) REWIRED 13. EXTERIOR SHEATHING TO BE COVERED WITH"iYVEK"HOUSE WRAP OR APPROVED EQUAL. SITE, THE A-LONApLF MARINEi GAPAGITY sHALL M DETERMINED I(o 6 11 17 14. BLOCK EXTERIOR STUD KALI-5 AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGE 5EAM5 OF EXTERIOR 5HE ATHIN6. 15Y A SOILS INVESTIGATION. -yp N15 15 SEVf3ZE 5%O' MODE32ATE YES S� GGVBZ 4.12 TABLE 3AA RAFTER MIM ILIN6__JM5T TO TOP To HEAVY sYNF�r i 9 117 20 15. PROVIDE CRO55 BRACING AT JOISTS,STUDS,AND RAFTERS WHEN 5PAN5 EXCEED 8'-O"AND AT EVERY 8'-0" NYS. CAME EMEMI-IM PLATE LATA_ � O&U2TION 2-5 16. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. TO THE BEST OF THE ARCHITECTS KNOWETA6E,THIS CONSTRUCTION MATS AND B= ff`j - DEMME 15 A WFAnVRM MAY FM4W A WtER 6rRENSRi CZWWM OR GRADE GP MASOWY TWW WtSS Y TO S rR-Y THE IZ 4 7 10 17. APPLY ALL CONOIT1045 ADDRE55E D IN NAILING SCHEDULE AS NECESSARY. EXGffiX'THE 2015 IECC.ALL LI&HTIN6 AND NECFL4NICAL SYSTEMS ARE TO srWenF,&REAL RMMS Or THIS CME.THE MATHMM C6Lu"N`#wl DE nl" N i MTH TM WATI-ER Hpu QF. I� 5 9 IA 15. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRE-55ED IN DETAILS AND NAILING SCHEDULE.ALL J015T HANC-ER5 TO BE 'SIMPSON'OR MIT O8 E)VW THE REGVIRe- NT5 SET IN THE 2015 IEGG. 1B6LJ61 r%W"FATE"OR FOR Ca4CWM A5 MTEWMV FOR TWE WFAnIER 6 PROWJTY MAP[hxa.RP 5:12 q / �- Ra9 V)l TM ORAE Or MA90RRY LNir5 OWL DE DER"RMW rROM ASTM G 14,G 55,G 4,G 7%G 90,G 129,G 240, 1 J.2 11 KA APPROVED EQUAL TOO.ALL EXPOSED HARDWARE TO BE"ZMAX"COATED OR APPROVED EQUAL. THREE S1E O 6U5T MNP Wl) TIO IZD 150 1q. AT"WET WALL"PARA-LEL TO JOISTS FRAME DOUBLE J015T AS PER GORE.GENERALLY,SEPARATE DOUBLE J015T THE THIGKNE55 OR G X52 Iq � � ' s OF WALL ABOVE.SUB FLOOR SHALL NEPER EXCEED A Ib"SPAN. SuFFax GOUJTY =5750 DEGREE DAYS r> OF SD COhMON NALS OR 10 D. n nzOGr LNE Dt�m MAT RFt�uRe DIS I A9rRJ65 TriAN NDluaty N n6LL�F R J{O TH-aRls>rcTICN stat RLN IZ 5 F7, '. RAFT D2 / CE M JOIyT WALL YE&fr D Pa( NALS TM-NALED) REGIUi� N Ttf LRGNT LW Pfflb M"WITH nV WMN DEPTH FA�I•N6 RERAN tNOW OWM 12. 7 t 20. AT 8000H OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS PER PAGE G51-0-G51-2. COMPONENT VAL1� VAI1E116,SPACING (IN) (FT) EACH RWTM AAD/OR CEL 40 `LAST JI C. PV .RtSPICTION"-L ML N HE THIS PART Or TTA"TO MVATE TWE�FOR PROrWTION D ON mrnrR �� SRE66HECK GALGLLATIONB ATTACHED REQUIRED PROVIDED TO TGP RATE COIaEGTNON'a,3,4 F' EE TURF RAS DESA HISTORY Or LGY.AL 5LA7MAIrMI TBtMRE P"br- 7'12 19.2 4 5 12 � �Y 21. PPE55URE TREATED" T."5PEGIFIE-5 PRESSURE PRE5ERVATIVE LY TREATED LUMBER IN ACCORDANCE WITH AWPA 622;WHERE 1 D. TWE 4IRISIGTION"-L ML N THIS PART OF THE TAMM WITH THr WM TW-SMD MOM TWIG!( WW�MM 2-4 5 10 15 C--- r-• 1..:: �� DRILLING AND/OR C A71NO OCCURS,FIELD TREATED LUMBER WITH CAPPER NAPTHENATE WHICH SHALL CONTAIN 2%COPPER METAL MWON 6 AZIN6 u--Ao(Nw) l*" 10 9 y .3 MIRE RMI(4)1 WW DFOSUM CATTY SHALL DE PETM414EP ON A SITE-�!6M W.6 N AWRDk166E MTH 12 3 4 BY REPEATED BRUSHING,DIPPING,OR 50AKIM6(UNTIL THE WOOD ABSORBS NO MORE.ALSO,FOR HARDWARE USED WITH P.T. SKYLi6i1 F� 1AZNG U=bO(MAX) u--.u--.135. SWTION RVWA• 3 5 LUMBER,CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T.LUMBER MANUFACTURER SUCH A5: HAN6ER5,NAILS, t Ptd LT ARL iM CN MCHM A s N rAa a sA E RW a.RI�AIGTION SHALL rLL N THIS PART or TFE TAEig Wni THE 51 IStAIO DEs�td GATEcOzY Dt�H+MN®tt�GM SPGTIGN I� ROOF/GEILN6 R=98(MIN.) R='s8 t, rMUATm uru'r causra+Lsr�aoaMl AeaNe A pa.vst,La"1T79 N oPoeus D. D•12 19.2 3 6 9 WN CM"J7M rO Ars W&UP PRKM r0 RA9MS,M all M M Ta'N"N M Wrrm MD aLm R'A712�J• SCREWS,FLASHING,ANCHOR BOLTS,ETC.FOR LOCATIONS SUCH AS:LEDGER BOARD,SILL PLATE,DECK CONSTRUCTION ETC.ANY J7L4T ftA OR exam M r*MMM PO4M a rets MOW WALLS 4 S R=15(MIN) R=f9 k ro Avav t .NO Has TWw s TM-"s GULL to NlrA LM N 5"WE a A RAM ae CM0 Jaer F TWE AIRMLGTION OVL.RL N THIS PART Or THE WrTH(A)TWE DATE Or TRE aRISWIONS AIRY INTO THE REFERENCES TO GGA ARE TO REPLACE P.T.OR AC-0 NTN MGMCo ro A ra TCP PLATP ORO Tai-"A N 50M WE MM rMrzO ra A r.P UP aATt RATIONAL_nOW FKP*Z,E PROORMA(PATI_Gr A6111-M M THE MST GOOF OR ORPN84te OR MWECNIEW OF ROGR � -- 2 5 22. LVL(LAMINATED VEW�R LUMBEW DETlOTES EITHER OF THE FOLLOWING: FLOOR FRAMING R=19(MIN) R=50: HAZARD ARFA51 Qs)TMDATE(5)OD TW-OLRRFM BTeGMe MMM ARD rarM,OR ORM rLA7D WIAZARD MM AaPft9 DY 3 3 pASDAENT WALL MIM. INSI.LATION) R=10(MIN) R=10 TWE C^Nlklrrl;A.5 MAY DE RAMM. 16 3 4 6 A.TLE JEL TRUST J015t LqE MICRO LAM TAT 3012.12 wINM2ELE DEPRIS FROTELTION I2i12 6. N AGLORDANGE WITH t`�LTIUJ R9052.7J,R095A.9b R9055.9y R9�.75J AM R9GSb5b WHERE THERE HAS ESI A HISTORY AF B.GEORGIA PACIFIC 20E 6-P LAM %ffi PPRNM TER (2'-d' DE37H) R=IONN) R=10 2 3 5 7 P5L(PARALLEL STRAND LUMBER)DENOTES FA�..>'T NINA 66iHEDLLE FOR woOD LaAL DAMAGE 1Rad TT£aTfGT5 ar ICE DAM"iNb,THE"LRI�IGTION�INL FLL N THIS PART Or THE TAd E WlTti^IES 2�4 3 6 9 A. ILE`JEL TRU5T JOIST 20E PARALLAM PAIC_5 Al'O ontRwesF,THE JFJSMTION THAN FLL N TYE PART OF THE TA"WiTH'4Vo" USE DE516NATED LUMBER OR APPROVED EQUAL.ALL TO BE INSTALLED A5 PER MANUFACTURER SPECIFICATIONS. ALL HVAC PIPING CONVEYING FLUIDS ABOVE 105F OR BEE.OW 55F ARE TO BE n THE 6MM SNOW LOADS TO DE USM N DEr5WNN6 THE W551%1 OM LOOS rOR R"S ARF 6MN N r16M Ra01?{6) 1. NAILING REQURMAENT'S SHALL PE P1 RMITTEP TO DE RIMY.® 25% F NALS ARE 23. FOR NEW WALLS,A PERFORATED 5HEARWALL SYSTEM 15 USED.THE GONTRAGTOR5 ATTENTION 15 DIRECTED TO THE APPLICABLE INSULATED TO R-3 OR BETTE P- FASTENER VWW rOR SM!S AT MrVAT)ON5 LP TO 1000 rf=r SMT S AT G.EVAT045 ADAC 1000 rECr SWIL MAW TMIR 6ROLM SWV a-wAlw DETAILS,NOTES AND TABLES,THE NAILING SCHEDULE SPECIFIES THE REQUIRED NAILING FOR THE SHEATHING(ANY NAILING LOAD NCREASIP MOM THE!MAPPW VALP_DY 2 Fe"rOR 5A!RY WO r!P-T N a.EEVAnoI4*ae W w mmT: 2 HEAL JOINT GGNFFGrTONs ARE NOT REVRW MIEN THE RME 15 %WORTED PY A PROJECT NAME: SUPPLY AND RETURN DUCTS IN ATTICS INSULATED>=R-6 kf E RE DUCT 15>=3 FASTENER TYPE LOAPMARIN6 WALL, HEADER, OR RIDGE DEAM DE516FET> TO RESIST THE APPLIED 5PEGIFICATION5 ON THE FLOOR PLANS SHALL 5tlPER5EDE THE NAILING SCHEDULE) FD.HOLDOWN5 OPERATE IN CONJUNCTION WITH THE INC ES IN DIAMETER A >=R-6 MERE<3 IFIGF<E5.SUPPLY AND RETURN DUCTS PANEL SPA! 4 FOOT < 16 FOOT < PAILLOAPS IN 07HER PORTIONS OF TEE'BUILDING INSULATED>=R-6 FOR DIAMETER>=3 < 4 FOOT SPANK S b FFOOr OOT SPA! S 8 FOOT 5• MH, ATE SLPPORT OF THE RAID I5 PRo��® DY VER - STRUTS ROGER S PE=RFORATED SND HEARD4&1-SYSTEM.(INSTALL A5 PER APPLICABLE DETAILS d MANUFACTURER 5PEGIFIGATIONS).HOLDOWN INCHES AR-42 FOR<3 INCHES IN DIAMETER - 2 W SCRE=WS OR RERUNS TO A LOADCFARING WALL, THE TASUATEJOINT D HEM NT COMPGTION RF1,�LJIRDvfE TIS SHALL DE PERMITTED To DE Rmrti'.FD PRoPORTIONAJ-Y To LOCATIONS ARE 5PEOFIED ON THE FOUNDATIONfIR57 FLOOR PLANS. LAG 669EW �" �" �" REPWTION 15 SPAN 24. COLUMN BEARING A5 FOLLOWS: WOOF POSTING TO BE BLOCKED SOLID TO FOUNDATION WALL WITH END GRAIN.TREATED WOOD d BUILDiN6 CAVITIES ARE NOT TO BE USED A5 PLEM/M5 OR DUGT5. rm ft Nat-WAN 4. �VGfS&ENT- GaMEGT10N5 ARE RFqURID FOR (.SLING JOIST TO GEEING JOIST LAP ram--owe 5. TAN"TED HEEL OINT camcTYIN REQUIRD&W6 Do NOT WALVE THE ADDITIONAL- J FLASHING.STEEL COLUMNS ARE TO BEAR UPON FOUNDATION WALL WITH STEEL SHIMS d A MINIMUM OF 3/4"OF FION-SHRINK 680UT I7UGT TI61fITfESS TEST RESULT OF<=4 GFii/100 F72 ACROSS THE SYSTEM OR<=3 MI I MPH-o'er M/15 00 OF THE CEILING AY. ALTERATIONS A TrMlt s AV W as W W"wM 61MM RD A ss•t Wr AC/A Far tee r SECURE WITH(2)1/2"DIAMETER ANCHOR BOLTS!4"LONG EXPANSION BOLT®EXI5TIN6 WAILS d 12"LONG HOOKED BOLT5®NEW CF�!/100 FT2 WITHOUT AIR HANDLER O 25 PA. a MSTM l*AL to WALL"AT CPPOett9 MVI OF M war Ir1aA:TUM PMa G M3M OMA"AV ArrAatt9 TO MAEaRY OR MArotRY/STUCCO TFL"Y a'wL to ATVAM Un1me vwATwN-F!"ww*4r TAIX"TED HEEL JOINT COMFLTION RFT,( IRMA HT'S A66M GEEING JOISTS OR FOUNDATION WALLS)FOR ANY P05TIN6 a CMU WALL SEE PLAN FOR REQUIRED REINFORCING(a MINIMUM I6"WIDE 3 COURSES OF THERM05TAT5 ARE TO BE INSTALLED FOR CONTROL OF AWafatS raves A Afloat UXWTZ wmnRrnL caPACrtY a"4'b t�I. RAFTER Ti 26 AM LIIGATED AT THE POiTOM OF THE ATTIC 6PAGE- Y&EN GEEING PRIMARY HEATING AND GOOI_IM6 SY57H?5 AND INITIALLY SET E3Y Rsalus+v*D eW A MM MAeal Ars tweet cN rAsrtlr Oat wNo spars M Ttttst auw JOISTS OR RAFTER TEs ARE LOGATI=D ht16YEi2 N THE Arne SPACE, No ATTIC STREET ADDRESS: 420 SCHOONER DR 50LID BRICK MASONRY CENTERED®P05TIN6,L.O.N).(BUTIIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE IN A MANFACTURE R TO CODE 5PECIFICATION5. Itrsr +' �a MeM MA94)taro-to CaMMW TO rAgl!gr Aar WW Ye.Xrt MW TA"Hews. STORAGE K ASSLtvED, AP TYE rMJ ATED HEEL DONT GaFAELTION RE61URM*N'rs 5HEARWALL,ALL ANCHOR MAKING AN ATTACHMENT ARE TO BE WITH STANDARD SHEARWALL HARDWARE(WITH NOTED VALUES)d SHALL DE INCREA,5W DY THE FOLLOWING FACTORS: TOWN: 5OUTHOLD ANCHOR BOLTS,U.O.N,WITH TOP GAPS 0 STEEL COLUMNS TO BE A MINIMUM 1/4"BENT PLATE 8"LONG WITH b"RI5E d WITH(2)3/4" 5TATE: NEW YORK CEM MOW / HEM VNr P05TAL CODE: II'171 DIAMETER BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SET b"DISTANCE,U.O.N. R`xr RIDGE GaMPGTION 25. REFERENCES STANDARD USED FOR THE DESIGN OF WOOD FRAMING 2001 EDITION OF AMERICAN FOREST AND PAPER 1NStJLATYOhit FACMEW 11611HO TORS 51 TM#. 1000-71-WA ASSOCIATION(AF$PA)-WOOF FRAME CON5TRU:TION MANUAL(WFGM FOR ONE AND TWO FAMILY DWELLIN65. =o T T SITE NUMBER: WA ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED BATT INSULATION BY OWENS CORNING OR APPROVED x I/2 2 216. ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. EQUAL.FOIL 70 BE PLACED TOWARD WARM SIDE. 1/3 1.5 CODE REQUIREMENTS 21. ALL DOORS TO 6ARA&E AREA FROM INTERIOR LIVING SPACE SHALL BE 3/4 HOUR UL SELF CLO51N6(MINIMUM). 1. PROVIDE 2'R-10 RI610 FOAM INSULATION FOR EXTERIOR FOUNDATION WALL5 FROM b"BELOW GRADE TO 24"BELOW 114 133 28. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME,REINFORCE FRAME AROUND OR GRADE IF DESIRED BY CONTRACTOR OR OWNER.CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFIN6, 1/5I.Z5 ADJACENT TO THE INTERFERENCE A5 REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF WALLS,CEILIN65,FLOORS,ETC. 2• GENERALLY,UNLESS NOTED OTHERWISE,INSULATE AS FOLLOWS: 1A 1.2 AND STRUCTURAL -q" 5"R FOR FLAT CEILINC-VAULTED 1/10 1.11 STANDARDS �)�IiBIN6: -8.25"R-30G FOR VAULTED AFID CATHEDRAL CEILINGS -3.5"R-15 FOR 2°x4"WALL CONSTRUCTION ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREiNENT5 OF ALL NATIONAL,MUNICIPAL,LOCAL,AND OTHER -55"R-21 FOR 2"xb"WALL CONSTRUCTION -55"R-21 FOR FLOORS AUTHORITIES HAVING JURISDICTION,INCLUDING NEW YORK STATE PLUMBING CODE AND COUNTY HEALTH DEPARTMENT -725"R-30R FOR 2"x8"CEILINT65 "" RE6ULATION5. ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING JURI5DIGTION SHALL BE 5EAL !E IA-@Rte; PROJECT NUMBER: 2018-0043 60VERNED BY iNE NATIONAL PLUMBING CODE,THE COUNTY HEALTH DEPARTMENT,AND MANUFACTURERS SPECIFICATIONS 3. N11032.1 INSULATION: SUPPLY DUGT5 IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8.ALL OTHER DUCTS SHALL BE s� r 1 i3. /f - f ;xINITIATED DATE: O'1-28-18 AND REGOMMENOATION5.ALL DRAINAGE PIPING SHALL BE RUN IN PVC PIPE,5IZEO A5 SHOWN ON DRAWINGS OR AS4tj ` REQUIRED BY CODE.PROTECT ALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH VENTS INSULATED TO MINIMUM OF R-b. MO►SIVZE�7W71�Nt `v co t<` C�i DRAWN BY: 5BA MIN. "PER FOOT. NO PIPES,EITHER WASTE SUPPLY,OR VENT SHALL BE EXPOSED EXCEPT AS REQUIREI7 AT FIXTURE. �;, w! i7 CHECKED BY: 55A PROVIDE INSTALL PIPING REQUIRED FOR HVAC 5Y5TEM. ALL FIXTURES HAVE 1"SUPPLY LINES UNLE55 OTHERWf5E L FLASH ALL OPf7JINf{IN EXTERIOR WALLS. ° .:,�� -� ,A; DRAWING NUMBER: REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL PLUMBING REQUIREMENTS.PIPING MATERIALS 2. CAULK ALL OFENIN66 AND JOINTS IN EXTERIOR WALLS WITH T'REMOW'MONO'(COLOR AS DIRECTED) � t��". I SHALL CONFORM WITH SECTION 1404b OF THE N.Y.S.CONSTRUCTION CODE. ALL PIPING TO BE LOCATED 50 AS TO 3. ROOF SHIN6LE5 SHALL BE 30 YEAR ASPHALT AS SELECTED BY afIER MINIMIZE NOISE. PROVIDE AND INSTALL LEAD OR LEAD COATED CAPPER PAN GOVERiN6 SIDES AND BOTTOM OF 9T ��. G-002*00 SHOWER ENCLOSURE WITH ALL SEAMS GONTIFN(J�LY SOLDERED.PROVIDE FOR WATERPROOF DRAIN CONNECTION. �;OP N ,*4 �J� PAGE: 3 OF I6 Section Plans Verified Field Verified Section Plans Verified Field Verified Generated by REScheck-Web Software # Framing Rough-in Inspection value Value Complies? Comments/Assumptions 4tt Final Inspection Provisions Value Value plies Comments/Assumptions STEVE ELT ........... ...........1,......................................._­­­...­____................ & Req.ID] & Req.ID .......... ............................................... ............... .............................................. .......... .....................­.­­-,................ ................_t U See the Envelope Assemblies 402.1.1, ;Glazing U-factor(area-weighted U- DComplies 403.6.1 All mechanical ventilation system ElComplies Requirement will be met. Compliance Certificate table for values. 402.3.1, 1 average). [F125]2 fans not part of tested and listed E]Does Not ElDoes Not 402.3.3, HVAC equipment meet efficacy E]Not Observable ; ONot Observable ITECT 402.5 and air flow limits per Table E]Not Applicable [FR211 R403.6.1. ONot Applicable ................................. .................................. ........................... ----- ­­-- -- ------ 403.2 Hot water boilers supplying heat Complies 'Requirement will be met. Project 420 Schooner DR 303.1.3 U-factors of fenestration products: OComplies ::Requirement will be met. [F126]2 'through one-or two-pipe heating E]Does Not PHONE: (631) 553-6333 :Systems have outdoor setback [FR4]1 are determined in accordance i E]Does Not nNot Observable control to lower boiler water PO E30X 7692 Energy Code: 2018 IECC :with the NFRC test procedure or E]Not Observable temperature based on outdoor ElNot Applicable Location: taken from the default table. Suffolk County, New York GREAT RIVER, NEW YORK 1173q E]Not Applicable temperature. ------­­­......................................­_*------------ ------­_-------------;"__...___.­­.__............................................................. 'Requirement will be met. Construction Type: Single-family 402.4. 'Air barrier and thermal barrier ElComplies ;Requirement will be met. 4015,1A Heated water circulation systems ElComplies [F[28]2 have a circulation pump.The Project Type: Addition [FR2311 'installed per manufacturer's E]Does Not E]Does Not Orientation: instructions. system return pipe is a dedicated Ridg. faces 0 deg. from North nNot Observable E]Not Observable 2018 IECC Energy return pipe or a cold water supply Climate Zone: 4 (5999 HDD) E]Not Applicable pipe. Gravity and thermos- nNot Applicable 0ON5"TANT' Permit Date: syphon circulation systems are 402.4.3 Fenestration that is not site built ElComplies Requirement will be met. Efficiency Certifica'Le not present. Controls for Permit Number: [FR20]1 is listed and labeled as meeting []Does Not circulating hot water system AAMA IWDMA/CSA 101/i.S.2/A440; Alt, E]Not Observable pumps start the pump with signal' :or has infiltration rates per NFRC Construction Site: Owner/Agent: Designer/Contractor: []Not Applicable for hot water demand within the 400 that do not exceed code 420 Schooner Dr Steve Affelt occupancy. Controls limits. Southold, New York 11971 PO Box 762 automatically turn off the pump 41 Leeside Dr 402.4.5 IC-rated recessed lighting fixtures! ❑E]Complies ',Requirement will be met. when water is in circulation loop GREAT RIVER, NY 11739-0762 [FR16)2 :sealed at housing/interior finish E]Does Not is at set-point temperature and Above-Grade Wall 24.90 steve.affelt@gmail.com and labeled to indicate :!:-2.0 cfm nNot Observable no demand for hot water exists. leakageat 75 Pa. .................................................................................... ........ .................... ........................................................................ Below-Grade Wall 0.00 E]Not Applicable 403.5.1,2 Electric heat trace systems El Com­pl i e-s....... ............ Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL E]Does Not not applicable. Floor 0.00 403.3.1 !Supply and return ducts in attics ElComplies 'Requirement will be met. 515. Controls automatically [FR12]1 :insulated >= R-8 where duct is E]Does Not adjust the energy input to the nNot Observable Ceiling Roof 30.00 M NO•'"W", >= W, >= 3 inches in diameter and []Not Observable heat tracing to maintain the E]Not Applicable Compliance: 4.5%Better Than Code Maximum UA: 308 Your ILIA: 294 Maximum SHGC: 0.40 Your SHGC: 0.19 !Q' R-6 ❑where < 3 inches. Supply and: desired water temperature in the Ductwork (unconditioned spaces): The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. E]Not Applicable return ducts in other portions of II piping, It DOES NOT provide an estimate Df energy use or cost relative to a minimum-code home. "T�/R �M`771 ul ��,711velll" _W, >= 3 inches and R-4.2 ElComplies ;Requirement will be met. ,the building insulated >= R-6 for ....... -----------__-----.......................... IF, ""II'lyIl7I 403,5.2 :Demand recirculation water 1&151111 'for< 3 inches in diameter. [F13012 systems have controls that E]Does Not Window 0.29 0.19 ........... --------------___­-........................................................................ .......................................................... .............. Envelope Assemblies ..................r-- -_­'...".­_ ---. manage operation of the pump 403.3.2 'Ducts, air handlers and filter ElComplies ;Requirement will be met. E]Not Observable Door 0.29 0.21 and limit the temperature of the [FR13]1 :boxes are sealed with E]Does Not l7lNot Applicable water entering the cold water ;i, yEjoints/searns compliant with "W" -- ----------------i-----­­- -------­­--­--­------------- E]Not Observable ; i piping to <= 1049F. International Mechanical Code or .............................................................................................. .......... 'International Residential Code, as L]Not Applicable 403.5.4 Drain water heat recovery units OcOmplies ;Exception: Requirement is AW, '90A Heating System: applicable. ODoes Not not applicable. [F131]2 'tested in accordance with CSA Ceiling: Cathedral Ceiling (no attic) 2,079 30.0 0.0 0,034 71 ...................................... .................... ............................................................................................................ ................ B55.1. Potable water-side PLOT PLAN 403.3.5 Building cavities are not used as []Complies ;Requirement will be met. EJNot Observable Cooling System: Right Side (West)Wall: Wood Frame, 16"o.c. :pressure loss of drain water heat 555 23.0 1.9 0.049 21 [FR15]3 :ducts or plenums. E]Does Not Orientation: Right side recovery units < 3 psi for ❑E]Not Applicable Water Heater: Window: Wood Frame []Not Observable individual units connected to one 132 0.290 38 SHGC: 0.19 E]Not Applicable or two showers. Potable water- ---_-__----------------- ..................... ................. ........... ................ .......... .................. ................... side pressure loss of drain water R- Orientation: Right side 403.4 HVAC piping conveying fluids R- ElComplies 'Requirement will be met. heat recovery units < 2 psi for Date: Name: Front Wall: Wood Frame, 16" D.C. 430 23.0 1.9 0.049 17 [FR17]2 above 105 QF or chilled fluids E]Does Not individual units connected to Comments Orientation: Front below 55 QF are insulated to �:R- -7 3, 5 E]Not Observable three or more showers. 3. Window: Wood Frame 88 0.290 26 E]Not Applicable 404.1 90%or more of permanent ElComplies ';Requirement will be met. SHGC: 0.19 1........... ................................. [F16]1 'fixtures have high efficacy lamps. Orientation: Front 403.4.1 :Protection of insulation on HVAC ElComplies 'Requirement will be met. E]Does Not [FR24]1 piping. L]Does Not E]Not Observable 590 23.0 1.9 0.049 19 Left Side Wall (east): Wood Frame, 16" o.c. Orientation: Left side E]Not Observable E]Not Applicable JUN f 7 -----_--_- ------ ............... E]Not Applicable 404.1,1 Fuel gas lighting systems have Door: Glass Door(over 50%glazing) 84 0.290 24 7complies :Requirement will be met. ..........-___--__..__._-____1.1 __­­ k [F123]3 no continuous pilot light. SHGC: 0.21 403.5.3 ':Hot water pipes are insulated to R- R- E]Complies "Requirement will be met. E]Does Not Q':M7 Orientation: Left side [FR18]2 >-R-3. ODoes Not E]Not Observable Window:Wood Frame 121 0.290 35 + E]Not Observable E]Not Applicable SHGC: 0.19 .......................................................................................................................... ........... --------- :E]Not Applicable 4013 :Compliance certificate posted. El Orientation: Left side ........ .............. Complies ;Requirement will be met. ElComplies 'Requirement will be met. _1D Rear Wall: Wood Frame, 16" o.c. 403.6 'Automatic or gravity dampers are; [ri7]2 E Des Not 430 23.0 1.9 0.049 17 Orientation: Back [FR19]2 installed on all outdoor air F]Does Not E]Not Observable intakes and exhausts. E]Not Observable E]Not Applicable Window:Wood Frame 88 0.290 26 SHGC: 0.19 E]Not Applicable .. mans veriTleO riem verllneCl I Orientation: Back # Final Inspection Provisions 1 1 Complies? ............. ................................ 1 Value Value eq. I NO. DATE DESCRIPTION i & R I'D............... FTi 3 Low Impact(Tier 3) Comments/Assumptions High impact Medium Impact 303.3 Manufacturer manuals for ElComplies 'Requirement will be met. 01 II/II/18 155UED FOR INITIAL REVIEW Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other [FI18]3 'mechanical and water heating E]Does Not 02 OI/2&/Iq 155UEL) FOR REVIEW calculations submitted with the permit application,The proposed building has been designed to meet the 2018 IECC requirements in Section Plans Verified Field Verified have been provided. REScheck Version REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Insulation Inspection Complies? Comments/Assumptions E]Not Observable I DL Value Value 03 04/25/Ig 155UEO FOR FILING _ ................................... E]Not Applicable 303.1 All installed insulation is labeled ElComplies Requirement will be met. Name-Title Signature Date [IN13]2 or the installed R-values E]Does Not Additional Comments/Assumptions: provided. F­lNot Observable []Not Applicable ---_-------_-_-- _---_-_ 402.1.1, Mall insulation R-value. If this is a R- R- :See the Envelope Assemblies 402.2.5, mass wail with at least 1/2 of the E] Wood E] Wood ElDoes Not table for values. 402.2.6 !:wall insulation on the wall EJ Mass E] Mass :E]Not Observable [IN311 exterior,the exterior insulation REScheck Software Version REScheck-Web E] Steel E] Steel []Not Applicable requirement applies(FRIO). TABLE 402.4.1.1 AIR BARRIER ANL? INSULATION INSTALLATION Inspection Checklist INSULATION INSTALLATION 303.2 'Wall insulation is installed per ❑ElComplies ;Requirement will be met. COMPONENT AIR BARRIER CRITERIA [IN4]1 ;manufacturer's instructions. E]Does Not CRITERIA Enercly Code: 2018 IECC GENERAL REGUIREMENT5 A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING E]Not Observable Requirements: 100.0% ❑were addressed directly in the REScheck software INSTALLED IN THE BUILDING ENVELOPE. MATERIAL. Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each 0Not Applicable EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Additional Comments/Assumptions: BARRIER. is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. i GEILINC-7/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED BUILPIN67 PLAN REVIEN NOTE: Section I --Section CEILING/SOFFIT SHALL 13E ALIGNED WITH THE INSULATION AND WITH THE AIR BARRIER. # Pre-Inspection/Plan Review 1 Plans Verified Field Verified Complies? Final Inspection Provisions Plans Verified Field Verified 1 Complies? Comments/Assumptions ANY GAPS IN THE AIR BARRIER SEALED. & Req.ID Value ValueI Value Value _] Comments/Assumptions ........... & Req.ID ACCESS OPENINGS, DROP DOWN STAIR OR KNEE WALL DOORS 103.1, :Construction drawings and ElComplies Requirement will be met. 402.1.1, 'Ceiling insulation R-value. R- R- Elcomplies :Seethe Envelope Assemblies TO UNCONDITIONED ATTIC 5PAGE5 SHALL BE SEALED 103.2 1documentation demonstrate E]Does Not 402.2.1 table for values. F [PR1]1 :energy code compliance for the ' ' _] Wood ❑ Wood E]Does Not HALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME HALLS SHALL BE F 402.2.2, : 4 ]Not Observable 402.2.6 F] Steel E] Steel E]Not Observable SEALED. INSULATED E3'r GOMPLETEL( FILLING THE CAVITY WITH A MATERIAL building envelope.Thermal E]Not Applicable i :envelope represented on E]Not Applicable [FII]1 THE JUNCTION OF THE TOP PLATE AND TOP OF EXTERIOR HALL5 HAVING A THERMAL RESISTANCE OF R3 PER INCH MINIMUM. EXTERIOR construction documents. SHALL BE SEALED. KNEE HALLS SHALL BE SEALED THERMAL ENVELOPE INSULATION FOR FRAMED NALL5 SHALL BE 103.1, 'Construction drawings and DComplies ,Requirement will be met. 103.2, 'documentation demonstrate 303.1.1.1, !Ceiling insulation installed per ElComplies ;Requirement will be met. INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT []Does Not 303.2 manufacturer's instructions. WITH THE AIR BARRIER. 403.7 energy code compliance for F]Does Not E]Not Observable [F1211 :Blown insulation marked every [PR311 !lighting and mechanical systems. HINOON5, 5K(LIC2HT5 AND THE SPACE BETWEEN WINDOW/DOOR JAM55 AND FRAMING AND ft2. E]Not Observable Systems serving multiple E]Not Applicable 300 DOORS SKYLIGHTS AND FRAMING SHALL BE SEALED. 4V E]Not Applicable ;dwelling units must demonstrate 'compliance with the IECC 4012.3 Vented attics with air permeable ElComplies Requirement will be met. RIM JOISTS RIM J015T5 SHALL INCLUDE THE AIR BARRIER. RIM J015T5 SHALL BE INSULATED. rm r- 'Commercial Provisions. [F122]2 insulation include baffle adjacent E]Does Not FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL 13E INSTALLED AT ANY EXP05EP EDGE FLOOR FRAMING GAVITYIN51JLATION SHALL 13E INSTALLED TO MCI. ......................... ........................... to soffit and eave vents that 302.1, :Heating and cooling equipment is Heating: Heating: E]Complies :Requirement will be met. GARAGE AND GANTILEVERED OF INSULATION. MAINTAIN PERMANENT CONTACT NITH UNPER51PE OF 5UBFLOOR c. . [:]Not Observable L:=- extends over insulation. C 403.7 sized per ACCA Manual S based Btu/hr- Btu/hr ElDoes Not E]Not Applicable FLOOR5) DECKING OR FLOOR FRAMING CAVITY INSULATION SHALL BE [PR2]2 on loads calculated per ACCA ....................... ....................... Cooling: Cooling: : R- �E]Complies :Requirement will be met. PERMITTED TO BE IN CONTACT NITH THE TOPSIDENOF SHEATHING E]Not Observable 402.2.4 !Attic access hatch and door T Manual J or other methods Btu/hr R Btu/hr OR CONTINUOUS INSULATION INSTALLED ON THE BOTTOM 510E OF approved by the code official. E]Not Applicable [F1311 insulation 2:11-value of the ElDoes Not adjacent assembly. FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF E]Not Observable ALL PERIMETER FLOOR FRAMING MEMBERS E]Not Applicable Additional Comments/Assumptions: .................... ................... ------ CRAWL SPACE NALL5 EXP05EO EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED IN LIEU OF FLOOR 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElComplies :Requirement will be met. [FI17]1 'ach in Climate Zones 1-2, and COVERED WITH A CLA55 I VAPOR RETARDER WITH INSULATION, INSULATION SHALL BE PERMANENTLY ATTACHED TO THE E]Does Not <=3 ach in Climate Zones 3-8. OVERLAPPING JOINTS TAPED. CRANL5PACE HALLS. E]Not Observable E]Not Applicable SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FIRE PLACE CHA5E5 403.3.3 Ducts are pressure tested to cfm/100 ElComplies Exception: Requirement is AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED PROJECT NAME: cfm/100 ft2 ft2 [F127]1 determine air leakage with ElDoes Not not applicable. SPACE SHALL BE SEALED. either: Rough-in test:Total 'FINot Observable NARROW CAVITIES BATT-5 IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW :leakage measured with a SectionEINot Applicable GAVITIE5 SHALL BE FILLED BY ROGERS ;pressure differential of 0.1 inch # Foundation Inspection Complies? Comments/Assumptions :w.g. across the system including INSULATION THAT ON INSTALLATION READILY Req..I_D -------- the manufacturer's air handler CONFORMS TO THE AVAILABLE CAVITY SPACE. 30121 A protective covering is installed to ElComplies Requirement will be met. enclosure if installed at time of [FO11]2 protect exposed exterior insulation :test. Postconstruction test:Total GARAGE SEPARATION AiR5EALIN6 SHALL BE PROVIDED BETWEEN THE GARAGE AND ALTERATIONS FlDoes Not extends a minimum of 6 in. below :leakage measured with a CONDITIONED SPACES. AVII ::MNot Observable grade. :pressure differential of 0.1 inch ;E]Not Applicable �w,g. across the entire system .-..__.w...__.........................-............................................................................................... ................................................................................................................................................................................. STREET ADDRESS: 420 SCHOONER OR 'Jincluding the manufacturer's air 403.9 Show-and ice melting system controls°E]Complies Exception: Requirement is not applicable. [FO1212 installed. handler enclosure. RECESSED LIGHTING TOHN: :E]Does Not RECE55ED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL 5MTHOLD .............. --------- ENVELOPE SHALL BE SEALED TO THE FIN15HEO SURFACE ENVELOPE SHALL BE AIR TIGHT AND IG RATED/ STATE:403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 DComplies :Exception: Requirement is NEW YORK FINot Observable [F14]1 :cfm/100 ft2 across the system or ft' ft2 E]Does Not :not applicable. 'E]Not Applicable <=3 cfm/100 ft2 without air PLUMBING AND HIRING IN EXTERIOR HALLS, BATT INSULATION SHALL BE OUT NEATLY TO FIT POSTAL CODE: IIq1I E]Not Observable 56TM#: Additional Comments/Assumptions: ;handier @ 25 Pa. For rough-in AROUND WIRING AND PLUMBING,OR INSULATION THAT ON INSTALLATION 1000-11-2-el ;tests, verification may need to ❑ElNot Applicable SITE NUMBER: READILY CONFORMS TO AVAILABLE SPACE, SHALL EXTEND BEHIND WA ioccur during Framing Inspection. PIPING AND HIRING. 403.3.2.1 Air handler leakage designated ElComplies Requirement will be met. [F12411 1by manufacturer at <=2%of 5HONER/TUB ON EXTERIOR HALL THE AIR BARRIER INSTALLED AT EXTERIOR HALLS ADJACENT EXTERIOR NALL5 ADJACENT TO 5HONER5 AND TVE35 SHALL BE E]Does Not :design air flow. TO 5HONER5 AND TUE35 SHALL 5EPERATE THE WALL FROM THE INSULATED. RESCHECK AND E]Not Observable SHOWER OR TUB E]Not Applicable ELECTRICAL/PHONE E30X ON EXTERIOR NALL5 THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL 403.1.1 Programmable thermostats E]Complies Requirement will be met. BOXES AND COMMUNICATION BOXES. ALTERNATIVELY� AIR MANUAL J [Fl9]2 installed for control of primary E]Does Not ,heating and cooling systems and SEALED BOXES SHALL BE INSTALLED. initially set by manufacturer to ONot Observable HVAG RE615TER BOOTS HVAG SUPPLY AND RETURN REGISTER BOOTS THAT PENETRATE CALCULATIONS ONot Applicable code specifications. THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE ..........------- 403.1.2 Heat pump thermostat installed ElComplies 'Exception: Requirement is 5UBFLOOR, WALL OR COVERING OR CEILING PENETRATED E3( SEAL 7RE. PROJECT NUMBER: 2015-0043 [FII0]2 on heat pumps, E]Does Not not applicable. THE BOOT,. CONCEALED SPRINKLERS WHERE REQUIRED TO BE SEALED, C 0INITIATED DATE Oq-28-I8 E]Not Observable CONGEALED FIRE SPRINKLERS " "I I-A B >�,� ALAS BE SEALED IN A MANNER THAT 15 RECOMMENDED E]Not Applicable DRAWN 5'(: 50A ........ .......__g 111 ......1-1................................ ...........................--------........... 403.5,1 Circulatinservice hot water ElComplies 'Requirement will be met. E3'( THE MANUFACTURER. CAULKING OR OTHER ADHESIVE CO CHECKED BY: 5BA 5EALANT5 SHALL NOT BE USED TO FILL V0105 BETHEEN FIRE [FI11]2 systems have automatic or DRAWING NUMBER: ODoes Not I Complies? S accessible manual controls. SPRINKLER COVER PLATES AND HALLS OR CEILINGS. FlNot Observable E]Not Applicable EN -001 900 .......... 0 0r E PACE: 4 OF 16 V.I.F. EQ 2I'-2 I/4" 11'_10 1/4" 21'_2 I/4° Ea STEVE A � rELTlo I A301 LINE OF DECK ABOVE I I 300 200 ARO' CHITIECT EXI5TING 4X4 WOOD — _ (Z2A2 fes— _ �_ — (2) 2X12 PT BEAM DECK P05T, TYP. PHONE: (631) 553-6333 f=PT WM PO 80X 762 GREAT RIVER, NEW YORK 11739 " (2) 2X12 PT BEAM / ------------------------------------ x vk.. ,21-011I'-O" NEW POST FOOTING. 5EE — r—————-1 r-"— —---— ............. . _, I CONSULTANT: TYP TYP DETAIL FOR MORE CK K4L INFORMATION, TYP OF(5) TVP. ——_ ———————————————————————————————————n————`Y s ;——————_—_ ----------------------------- 7:: ——————————————————————————— I _.. ........_.._._._ .,__.................._.____ — I I x b r7771 CCW I -- --------- ----- --_ ------------------------ 7I I LAn� �® I 4510 I �— CMU WALL I ( �' ," I ---� I L J L J L J L J r�� ��-1 ;:,,: HVAC/UTILITY ( I I I ( ( I I,. SAUNA I I I I 5AUNA ANTE ROOM o WORK SHOP AREA ory I 'I L--------------------____ PLOT PLAN - j ------------ i j l -- --- I I I I 4MIN I 20 I I GONG FOUNDATION � �� �--- wf�LL i I_ -1 F -I (3) 2X12 BEAM I_ _ _l (_ _ _I � � i I I i I i `!t 1,y 47 GGID L-------------- - -f-�-i - 10-- 1- -I }_ - -1 -01 I ----- - -I--e- I r I I L----------J I zr,; L — J L _ J L _ J L I I I i -1 F 7 ( I vt. (3) 2X12 BEAM — I I ------------ �. • :; L _ _ J L _ J L _ J L _ J I I I I 1 1 0 EX15TINO POURED CONGRETE FOOTING FOR 5TEEL P05T I I ! I I I I STORAGE NO. DATE DESCRIPTION '" o I I I I I ( I I I OI 11/11/0 155UED FOR INITIAL REVIEW v �"p I I I o ( I 203 I I I ( 02 OI/2e/la 155UEO FOR REVIEW 03 04/25/la 155UED FOR FILING � ° ° I I I 2 12- I EXI5TING POURED GONGRETE w a FOOTING FOR STEEL P05T IL------------------------------------------------- Ii L-=-----------------j ALIGN FACE OF ---------- ---- ( I WOOD POST AND ------------- I — F �_(3) 2X12 FOUNDATION BEAM �- Il'-8" Y.I.F. I I ; BASEMENT REMOVAL PLAN I EXI5TIN5 FOOTING FOR ( I 5TORAGE ( Z A301 30o I I � SCALE = 1/8"=V-0" PATIO ABOVE SYMBOL LEGEND BUILDING PLAN REVIEN NOTE: NEW PARTITION GB NOTE TAG 1 o ry I ( I I (FULL HEISHT) 5EGTION ( I X ® I 6X6 PRE55URE TREATED P05T i A-1 MARKER rc' NEW RATED PARTITION ROOM -- o ROOM TAG I I It''' �_ { NAL MAP I I ;4: i , F' EXISTING PARTITION TO 5UPPLY j I 1"?� ;;;•1 F� "* RECEIVE NEW GYP 5TANO OFF FROM GONG FOOTING, iz, : �. ,; I ; �E IE1: E En r,y GROUT 50LID W/ VAPOR BARRIER Ii BOARD ( I ( ',';•;�",.:;J � ' SEE DECISION � PARTITION TYPE TAG � RETURN ( I I I =�.! ��'� EXI5TING PARTITION TO I ` REMAIN R RELOCATED f�' L———————————————— —————J I 51MP50N GB66 COLUMN ANCHOR ;,.`i' ` : DATED $ SMOKE DETECTOR Ili SET IN GONG FOOTING ' _ EXI5TIN5 DOOR TO X GEILING HEIGHT REMA'N DATUM ( ------------------------ ----- ELEVATION ( — EXISTNG DOOR/WALL TO 4 A-I 2 INDICATOR I I GRADE "' BE REMOVED 000 DOOR TAO 3 ( ` . EL: VARIES ", ✓✓ FOUNDATION WALL 15 ( I _ ----_-__-- 10 NEW LOOK DROPPED IN THIS AREA FOR i (5EE SCHEDULE) GARAGE DOORS - I I FILL EXCAVATED AREA EXISTING GARAGE 5LAB IN I °" THI5 AREA TO REMAIN NEW 4,000 P51 CONCRETE 12"� CONCRETE FOOTING 4 EXISTING PARTITION TO t^1/O 4 VERTICAL BARS � 4 ' ,. -....... BE REMOVED ( ( I I HORIZONTAL BARS ® 12" O.G. PROJECT NA , ie _ _. EXI5TING 5LAB ON GRADEROGERS UNEXCAVATED , -" ;., CONSTRUCTION NOTES I ALTERATIONS o .,;; ` - /20 STREET ADDRESS: 420 SCHOONER DR GI GENERAL - NEW WOOD FLOOR GROUND FLOOR. EXISTING 5LAB 15 rO BE REMOVED AND REPLACED WITH ( I EXISTING POURED CONCRETE I ✓'" ' ,., 015T5. TOWN: FOOTING AND FOUNDATION C2 GENERA - KITCHEN AND BAT R I I I NEW 4,000 PSI 24 X8 CONCRETE FOOTING N/ <,. L H OOM5 ARE TO RECEIVE CERAMIC FLOOR TILE d MUD BA5E. COLOR AND ( POSTAL GODS; W YOg71 :," %. 2"X4" KEY AND #4 BARS b O.G. 1000-71-2-q TYPE TO BE SELECTED BY OWNER. I I I I 1 „- G3 GENERAL - BATHROOMS ARE TO RECEIVE MOISTURE RESISTANT GYP BD IN ALL OTHER AREAS. PROVIDE ( 51TE NUMBER: WA TILE UP 4'-0" ON ALL OTHER WA 5 -- LL WITHIN BATHROOMS W/BASE TILE AND GAP TILE. ✓i „c/ G4 KITCHEN GA I BINETRY AND COUNTER ARE TO BE 5E EG �-�%:, >; . � ✓�;��. �; ;!t � ::,., L TED BY OWNER. PLUMBER 15 TO MAKE FINAL � i% "' % �"" �: �"��' �'`�"""" CONNECT N P ( I ( I / ,, ..: ,, : ✓i"':,': " BASEMENT , .......� FAUCET5, S, SHOWER TRIM ETC. ALL TO BE SELECTED BY OWNER. TG TO G G 5P 5H TILE, SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. � ;:,� "" ., B.O. FOOTING - `' 4": PLANS G5 SENERAL - ALL EXISTING EXTERIOR WALL 5HEATHING 15 TO REMAIN UNLESS DAMASED I I I I V � = % % EL: -3'-6" (MIN) Gb MEOH ROOM 15 TO BE IHR FIRE - ` - , RATED G 5 AND WALLS. DOORS ARE TO BE 45MiN RATED. L J I ------------------------------ I i I UNDI5TURBED OR COMPAGTED 501L I I _ - _ 5E AL AL d PROJECT NUMBER: 2018-0043 ----------------------------------- 6" LEVELING GRAVEL COMPACTED 70 a5� �`°' - - N /1 C;�, INITIATED DATE: Oa 2b 18 j - - - lt✓ ���` ti� 'i. DRAWN BY: 55A 0, 2, 4 8, - j _ ("', ;mak° r Mn CHECKED BY: 55A PROPOSED BASEMENT PLAN r � , } � DRAWING NUMBER: A2O► POST FOOTING DETAIL 1 SCALE = 1/4"=V-0" 1/4" = 1'-0" 3 SCALE = 1 -1/2"=V-0" 61 " A- 100900 F_�N�� PAGE: 5 OF 16 � -1-% -1 r, rr� - STEVE AFFELT A301 300 200 - .0...0..0.0_............................ . . __._......... .. - - - -... .........................................-...........'' ......_..._.......-_-..---------_..__....................._.................. ...................._.._. .......�........... ... . .. ..... ....... . ...... ..__. _ RCHITECT...:...�.,......"..'..'.'.'.'.'.'.'.' .''.'."'.'."'.""".'*.*.*,*.*.'.*............. �....­....* .... ......................................._.......__...........----........__.._......................................................_.._.............................................................................................._.. ..... ..............................................-,...........__..........................................................................................._.......... ......... 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I � 11.1....... ..................­­­­­­............. ; I I(q 11 O.C. f . : : .­ ....; �. .1 vv:� ;­.. � z , _ 1; . : � I I . : : : . ; : I ; I : � . ; I � � lb" O.C. : . i I : i . i . � i . I i : : I 1 � !� j . " '' . !.......i � � : ­­­� : , - i.�� �, ! : i.. .1.11, � I-- :......I I., :........1 -7 PLAN REVIEN NOTE: SYMBOL LEGEND 11111.1; i � I . � 1�i �,,,, � BU ILD I NC ; . ; i ; f . ; � � r I I . i I l -� ! . :i ; ; � i . ; . I i ; � : : . ; : � ; . i . : ; I I ; � ; I . � ; : i i i . i i t i 5 � L ; I: . ; T ; : �� i : i : : : : : I I ��.: . . ; : � ; i � : . : : ; . . � ; ; �� 1 , I .1...­: 1.I i . ! ; I I I - ­ . .1 I i � hi ; - �-I , "...1 , . � ... .... � I i . � I ; $. ., '.- - . , I - � I I . � . � -.: .; I ; : ; i I $ i i ; . 4 i i . I I I ; i ; I I i r t ,. , : . ; I I . . . ill 1 1 : ­....­­I . ......-1. I , , : � : : ; i i 4 : ; i � : ; � ; i i ; i : . ; ; i ; . . I r : i '. . ,. I 1 L J ; I i : .- � � j M-1 ill-A i......) __i - . '....., L ; 1. 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COLOR AND P05TAL CODE: IIq7I TYPE TO BE 5ELEC,TED E3'(OHNER. 56TM #: 1000-71-2-q C3 6ENERAL - BATHROOM5 ARE TO RECEIVE M0157VRE RE515TANT C-7'(P ED IN ALL OTHER AREA5. PROVIDE 51TE NUM13ER: WA TILE UP 4'-O" ON ALL OTHER HALL5 NITHIN BATHROOM5 K/BA5E TILE AND CAP TILE. ROOF C4 KITCHEN CABINETRY AND COUNTER ARE TO 13E 5ELECTED E3'( OHNER. PLUMBER 15 TO MAKE FINAL CONNEC,TION5 AND PROVIDE ALL FAUGET5, 5INK5, 5HOPqER TRIM ETC. ALL TO BE 5ELEOTEP B�'OHNER. KITCHEN 15 TO RECEIVE BACK5PLA5H TILE, 5ELEr,TEO B'(OHNER AND IN5TALLEO B'r CONTRACTOR. PLANS C5 6ENERAL - ALL EX15TI�16 EXTERIOR HALL 5HEATHIN6 15 TO REMAIN UNLE55 OAMA6EP I 66 ME'_'lH ROOM 15 TO BE IHR FIRE RATED 6EILINC7 AND KALL5. DOOR5 ARE TO BE 45MIN RATED. . ___ � Illl__;l_rl" _­ i � ------ 5EAL �5(WnRfi P 0, PROJECT NUMBER: 2015-0043 1110 , & ,-14 183. . INITIATED DATE: Oq-2&-15 ��_\-,�_qjr,lq,�� �^ CIA *1�r ORAHN f3'(: 5BA , �.,J 1) � . _�­_171 -4 CHECKED B'(.- 5BA 41 �� lo ..... , 11 I I I ls�.- * �r- �"' .;/ �1, � - 0 2 4 8 I 1*4 ORAHINry NUMBER: 7 1 ! I v I I- I .;�_ i : i ; : : : : : i.i : I : i i i i i i � i I i i : i � i : i � i i i ;. i � 1: : i : i : : i li . : ; ; i i �: ! / i : i i ! i \ ! p i / . . x \ * * . , ; � - ; - � i� I 11 ': : : iI - � � \\- -7, \. 1 . � i i i ; : V ! : i i .1 j I * \, t : :1 Nr ; 1 \ L I\. j x /;-- \� \ I 0 1 , "-- \ \ I . 1 7 N /I ) 7 'I I PROPOSED ROOF PLAN I I X�<_� 6M=7=71��� 1 -I_ " 11. 876 1�_ I SCALE = 1/4"=1 '-O" 1/410 = V-0" rzAl -$l � �__, 0 A- 1 03.00 . . . 0 p N ON PACE: & OF 16 �;.I,-.-,__1--1 Is--I"9w I IF 11 p. '.11 "ImR,Ill ",I "I Ilm IR 111-7 1--l-_- I I 1 7-i-1-- �I-__��_lll-7---11-11-1..... I—-- 11, � "opoww" I 7-TWw" -ZTI­ 11,- I'll ­­ ""Ill-!,.To P, .-IM071mu , 1;wT.- 119,Rm_-POW7­111�� ­­­---M�R N m"I"" . ,-,--.,-----_-,--,---,-,-- I I -- -7-���l-l.---,�"-,-�'W'�---�-�, ­­­ ,---,�,�-.��-:--"-,,--,01!".Nlomm - ­-1- 7- -1 pm"plolp"w"P.10 11 STEVE A W RIDGE ARCHITECT FLARE WALL - 12._... - - - - - 5UPPORTED -- BY CORBELS b5 -- -- PHONE: (631) 553-6333 PO BOX 762 ___ GREAT RIVER, NEW YORK 11739 111111111 1111111111 FL�l I I - - - - - -- - _ - B.O. 5EGONO FL CEILING — ROOF GON5TRUGTION CONSULTANT: EL:21' 11-3/4" - NEW ARGHITEGTURAL ROOFING NEW 30# FELT PAPER T.O. EXI5T RIDGE - -- - ® ® ® ® ® ® -- EX15TIN6 J" 05B STRAND PLYWOOD EL:20' II-3/4" --- - ---- SHEATHING NEW 2"x10" ROOF RAFTERS ® I6" o.c. 6Xb PT R 2 6 O 3 8" I' S I/2"H A 3 I - / "W X I' -I T - �T ffH AR221 4 0-II2 W X 1 5-112 H B.O. 5EGON0 FLOOR HEAD WOOD P05T, --FEL:i7lb-3/411 TIrp ........... H..]LEE I 5EGOND FLOOR m NEW 2"Xb" 5TUD5 ® 16" O.G. W/R-23 Q FIBERGLA55 IN5ULATION BATT5 1/2" GYPSUM BOARD ALL WALLS CL 67 .__.._........._.. __ - -- _-- .._.._....._.......... --- 1 YL 5ELEGTED BY OWNER P1/6/AZEK RAILING TO BE W 624 4'.O.-fL2"W._X_4'..0-112"H m FINISHED SECOND FLOOR EL:10' 10-3/4" B.O. GROUND FLOOR CEILING EL:q'-3 PLOT PLAN B.O. WINDOW HEAD EL:b'-8" EX15TING FIR5T FLOOR - - ...-. EXISTING 2"X4" 5TUD5 ® 16" O.G. ' W/R-15 FIBERGLASS INSULATION — ....... __-. __-. - - / 3 3,5 LTLFBATT5 1/2" GYPSUM BOARD ALL --- WALLS d GL - - r a. } EX15T F.F.E. (PATUM)VM) i - -----'----'----- - - - - Z., EL:O'-O" -41 B.O. FLOOR JOISTS EL:—O'—II" FRONT GRADE --I i I- L_ HB4G PERMAGA5T EL:-2'-a° COLUMNS, WHITE EXI5TIN6 NO. DATE OE5GRIPTION 01 11/II/IS 155VED FOR INITIAL REVIEW WALL CONSTRUCTION 02 01/28/la 155UEO FOR REVIEW ALUMINUM LEADER5 AND GUTTERS 03 04/25/la 155UED FOR FILING PROPOSED FRONT (WEST) ELEVATION 5/4" X 6" AZEKFA5GIA 1 -- ROOF GON5TRUGTION VENTED T$C BEAD BOARD SOFFITS SCALE = 1/4"=1 '-0" NEW ARCHITECTURAL ROOFING OVERgRpHAN6 ( SID A DOLOR AND STYLE TO NEW 30# FELT PAPER EXISTING 055 STRAND PLYWOOD BE 5ELEGTED BY OWNER - SHEATHING 15# BUILDING PAPER NEW 2"x10" ROOF RAFTER5 ® Ib" 0.6. NEW j 5TRAND 05B PLYWOOD 5HEATHIN6 GLULAM RIDGE BEAM FIR51 FLOOR NEW bXb COLLAR TIES ® 60" O.G. EXI5TING 2"X4" 5TUD5,® 16" O.G. W/R-15 NEW CONT. RIDGE VENT5 FIBERGLA55 INSULATION BATT5 1/2" GYPSUM EXTEND ICE 5HEILD 24" HORIZ DIM FROM BOARD ALL WALL5 $ r;LG EAVE5, VALLEY5 $ JUNGTION5 5EGOND FLOOR NEW 2"Xb" 5TUD5 ® 16" O.G. W/R-23 FIBERGLA55 IN5ULATION BATT5 1/2" 6YP5UM BOARD ALL WALL5 $ (..LG UNLE55 NOTED OTHEP.NISE ANDERSEN WINDOW5 (WHITE) BUILDING PLAN REVIEN NOT: FINAL pin T.O.OL EXI5T RIDGE - REVIEWEL.J L _' EL 20' II-3/4" - SEE DE�rIS���ti i V f / -- --- DATED 11 T � I r _ — REMOVE EX15TING — - --- — ROOF AND 5EGOND _............ — _..... ..... - - -FLOOR FRAMING ......--- — —--- —_ —— --- -- --- - __--_ - --__-- PROJECT NAME: O __- _ __ ROGERS B.O. WINDOW HEAD EL:b'-8" - ALTERATIONS REMOVE EXI5TING SIDING THROUGHOUT --_--- STREET ADDRESS: 420 SCHOONER DR ...... _.._ TOWN: 5OUTHOLO STATE: NEW YORK __1 L - P05TAL CODE: l _ SGTM#: 1000-71-2-a : u EXIST F.F.E. (DATUM) NUMBER: N/A EL:0'-0" -- - SIDE FRONT GRADE ELEVATION EL:-2'-a" EXISTING BLUESTONE P05T/COLUMN TO BE (WEST) 5TEP5 TO BE BURIED IN WALL REMOVED SEAL ff�� NA PROJECT NUMBER: 2018-0043 INITIATED DATE: Oa-28-IB �. DRAWN BY: 55A EXISTING FRONT (WEST) ELEVATION ?y. ;f?,�� -� CHECKED BY: 5BA � - � DRAWING NUMBER: SCALE = 1/4"=V-0" 9,. s7 o A-200900 N E�y PAGE: a OF 16 STEVE AFFELT T.O. NEW RIDGE ARCHITECT EL:30'-I ROOF GONSTR GTION _ PHONE: (631) 553-6333 NEW ARCHITECTURAL ROOFING .. - - 76 NEW 30# FELT PAPER PO 80X2 Ex15rIN6 J" osB STRAND PLYwooD -- -- ------ -_- - _---_ _. _.... _._ -_ -. - 2 6REA7 RIPER, NEW YORK 1173q 5HEATHIN6 ---- - - - - -- NEW 2"x1011 ROOF RAFTERS @ Ib" o.c. -_.. _ _. _..._ _l.. !.._. - -._ .... ---- -- - ---- - - - -— _.. - f - - - ------ L _ CONSULTANT: B.O. SECOND FL CEILING --— T { T OIL11 1 . EL:21' II-3/411 }� --�---- I---� �. I _. -- I- - ----- __.---� r-I--;-- 1 --1---I T.--- 1 -----1- ' , T.O. EXI5r RIDGE --- - _ EL:20' 11-3/4" -- _ - '��� 4_ 11 1 1 T � V��_ i.�.. -� 2 1 I _ O �.. .._�._i_ .�f� l .I....: ... ..... IA21 B.O. 5E6OND FLOOR HEAD I P_- -...._..... .. 1.. _y _..,.. - — EL:17'b-314 r-:_._:...... FWGbObII T_i {I I. _I _I L 1_ �_. FWG6D61I _ I 1 1 . 7 I I _ T 1 I _1_ TT PT WOOD KING TRO55 _.I. _- I-__L.......... [ � _ 5EGON0 FLOOR m A55EMBLY, 5EE DETAIL06 -___._. . T T !... L..._ [.......I 1_. �_ _I. _ - _ NEW 2V R STUDS 1611 Y, O PVG/AZEK RAILING TO BE i. .... T -1 1 [.... L_ I 1 FIBERGLA55 INSULATION 5ELECTED BY OWNER ! BAITS PSUM BDARD ALL WALL5 d __-- - -- it t] -- -- GLC -- I. I \ I 'i i I FINISHED SECOND FLOOR � I SEL:10' 10-3/4" [ --1:_ , �� !�'- --�a _�__:! ... .. � � I 11 - � -- - -- - � � � -- 1...1 [ I 624 4' 0-112"H X 4' 0-112"H G24 4 0-1/2 W X 4' 0-112"H 634 60-112"N X 4' 0-112"H 624 4' 0-112"H X 4' 0-112"H G24 4' 0-112"H X 4' 0-112"H N B.O. GROUND FLOOR GEILIN6 _ PLOT PIAN EL:9'-3" - - - - - — - -- - - - - - - kB.O. WINDOW HEAD FIR5T FLOOR EX G 211X4" 5TU 15TIN D5 R-15 EXI5TING EXI5TIN6 EXI5TIN6 EXI5TIN6 FIBEROLA55 IN5ULATION a bXb PT WOOD P05T, TYP BAITS I/2" GYPSUM _---—--- ----_, _-- BOARD ALL WALL5 CL6 - - - I I I I i i I I I I 1 T F.F.E. (DATUM) I EXiS A I i : - I - I EL:01-O" B.D. FLOOR JOISTS EX15rIN5 oo EXISTING OgL AVERAGE GRADE EXISTING NO. DATE DESCRIPTION EL:-51-111 01 11/11/18 ISSUED FOR INITIAL REVIEW 02 01/28/Iq 1551JED FOR REVIEW 03 04/25/19 155UED FOR FILING OIL BA5EMENT SLAB I WALL CONSTRUCTION EL:-8'-1011 ALUMINUM LEADER5 AND 6UTTER5 5/4" X b" AZEK FA5GIA ROOF CON51RUGTION VENTED T$6 BEAD BOARD 5OFFIT5 PROPOSED REAR (NORTH) ELEVATION NEW ARCHITECTURAL ROOFING OVERHANG EE PLANS) NEW 30# FELT PAPER HARD( PLANK SIDING COLOR AND STYLE TO 1 EXISTING J" 05B 5TRAND PLYWOOD BE 5ELEGTED BY OWNER SCALE _= 1/411=11-011 SHEATHING 15#BUILDING PAPER NEW 2"x1011 ROOF RAFTER5 © Ib" 0.6. NEW i STRAND 0513 PLYWOOD SHEATHING 6LULAM R106E BEAM FIRST FLOOR NEW bXb COLLAR TIES ® 60" O.G. EXISTING 2"X411 57UD5 @ 1611 D.G. w/R-15 NEW CONT. R106E VENTS FIBERCLA55 INSULATION BATT5 1/2"GYPSUM EXTEND ICE 5HEILD 24" HORIZ DIM FROM BDARD ALL WALLS If 6LG EAVES, VALLEYS $ JUNCTIONS SEGOND FLOOR NEW 2"Xb" 5TUD5 ® Ib" O.G. W/R-23 F(BERGLA55 INSULATION BATT5 1/2" CYP5UM BUILDING PLAN REVIEW NOT: BOARD ALL WALL5 If GL6 UNLE55 NOTED OTHERN15E ANDERSEN WINDOWS (WHITE) OiL T.O. EX15T RIDGE ---- FINAL RIAP DATED Ifp t -- t20aF AN — } .........-------...-._............._._..............._............._......................._.......... - ------- --- - -- -- O N hB.O. WINDOW HEAD EL:b'-811 - --- ---- -- - ---- PROJECT NAME: REMOVE EXISTING -- -- _ ROGERS 51DIN6 THROUGHOUT -_ - : - - - - - -- -- I _ - I .I I I I I I I SIRE : I ET ADDRESS: 420 ! SCHOONER DR I iI I I I I I I I ! I ; I II I I EXIST F.F.E. (DATUM) [--i-- - - I_ _i. l I TOWN: 50u THOLD ! OIL EL.oi-O - I; 11 B.D. FLOOR J015T5 k... ... _ POSTAL CODE: 1197► EL:-0'-11" SGTM#: 1000-71-2-9 51TE NUMBER:eo N/A AVERAGE GRADE REAR ELEVATION EL:-5'-1" (NORTH) h BA5EMENT 5LA13 EL:-&-10" SEAL If I6N�7�II�Ea'' PROJECT NUMBER: 2018-0043 INITIATED DATE: 09-28-18 DRAWN BY: SBA CHECKED BY: SBA EXIS1fING REAR (NORTH) ELEVATION DRAWING NUMBER: SCALE _= 1/4"=l '-O" A-201 61 p` OPA 10 OF 16 STEVE AFFELT ARCHITECT PHONE: (631) 553-6333 PO 13OX 162 GREAT RIVER, NEW YORK 1113q 016 T.O. NEW RIDGE EL:30'-I" COTA r: I ROOF CON5TRU6TION -- - - . .. ._ - - - 12 NEW ARCHITECTURAL ROOFING ... ... - - NEW 30# FELT PAPER -... ..... _ 7 EXISTING J" 055 STRAND PLYWOOD - - SHEATHING NEW 2"x10" ROOF RAFTER5 0 16" o.c. _..__._.._.. - ._ - ...... ..._.. --- - --- - - 4B.O. SECOND FL CEILING - EL:21 it-3/4" -- -- - - T.O. EX15T RIDGE -... __._ _ - Ll Ll ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L:20 I I-3/4" - - ---- - SECOND FLOOR (2221 4 0-1 2 W X 5-I 2 H R22 O- 2 W X I' 5-1/27H__ AR221 4 O-IT2 W X 1' 5-1/2"H __ mi-J3.0. 5E6ON0 FLOOR HEAD .................... ---- - -- - ---- - NEW 2"X6" 5TUO5 @ 16"O.G. W/R-23 EL:17'b-314" - FIBER61-A55 INSULATION BATT5 1/2" GYP5UM i� BOARD ALL WALL5 $ GLG _I ----- ---- - PLOT PLAN — _ -. ........... m ,IL FINISHED SECOND FLOOR G24 4' O-I 2"W X 4' O-I 2" G24 4' O-f 2"W X-4LO_IL2" G24 4' 0-112"H X 4' 0-112"H ',-F EL:10' 10-3/4" _ fr- N B.O. GROUND FLOOR CEILING - EL:9'-3" _._...__........_.__......_........................._......------.........--- - - _ 11 IN 7 20!0 AkB.O. WINDOW HEAD EL:b'-8" FIR5T FLOOR 7_r:i,:";%G G u iERD, O ,rtr y - EXI5TING 2"X4" 5TUD5 © Ib" O.G. W/R-15 ALUMINUM LEADERS AND GUTTERS ; - �, ' ------.--- __.._ FIBERGLA55 INSULATION BATT5 1/2" GYPSUM ---.._ _.... _..------ EXISTING - 5/4 X b AZEK FA56IA i - --- BOARD ALL WALL5 8 GLG VENTED T$6 BEAD BOARD 5OFFIT5 - EE - - -- - OVERHANG (5EE PLAN5) - --- EXISTING EXISTING ----- HBdG PERMACA5T TW24310 TW24310 GOLUMN5, WHITE NO. DATE DE5CRIPTION EX15T F.F.E. (DATUM) OI HAIM 155UEO FOR INITIAL REVIEW ---- ------- -... 02 01/28/19 ISSUED FOR REVIEW -- ........................... 03 04/25/19 ISSUED FOR FILING B.O. FLOOR J015T5 EL:-O'-I1" Aj--,FRONT 5IDE GRADE - EL.-2'-9" 1-15$6 PERMAGAST GOLUMN5, WHITE NEW BLU5TONE 5TEP5 WALL GON5TRUGTION PROPOSED FRONT SOUTH) ELEVATION ALUMINUM LEADERS AND GUTTERS 1 5/4"X b" AZEK FASCIA SCALE = 1/4"=l '-O" N�OARCHITECTURAL ROOFING OVEAN6(BEAD ABOARD SOFFITS NEW 30# FELT PAPER HAROI PLANK SIDING COLOR AND 5TYLE TO EXI5TING J" 05B STRAND PLYWOOD BE 5ELECTED BY OWNER SHEATHING 15#BUILDING PAPER NEW 2"xIO" ROOF RAFTER5 @ 16" o.c. NEW jd STRAND 055 PLYWOOD 5HEATHING GLULAM RIDGE BEAM FIRST FLOOR NEW 6Xb COLLAR TIE-5 ® 60" D.G. EX15TING 2"X4"5TUD5 © ib" O.G. W/R-15 NEW CONT. RIDGE VENT5 FIBERGLA55 IN5ULATION BATT5 1/2" GYPSUM EXTEND ICE 5HEILO 24" HORIZ DIM FROM BOARD ALL WALL5 $ GLG BUILDING PLAN REVIEN NOT: EAVE5, VALLEY5 $ JUNGTION5 SECOND FLOOR NEW 2"Xb" 5TUD5 @ 16" O.G. W/R-23 FIBERG1-A55 INSULATION BATT5 1/2" GYPSUM BOARD ALL WALL5 $ GLG UNLE55 NOTED OTHERN15E ANOER5EN WINOOW5 (WHITE) FINAL MA REVIEWED BY 4-71L"�a T.O. EX15T R106EI SEE DECISION # EL:20' II-3/4" DATED 11 REMOVE EXISTING ROOF AND 5E6OND ------._ _.._........-..._.............. FLOOR FRAMING ...._.............--._._.._..------.._........._.._...._._...._......._...---- PROJECT NAME: _m - ---- - ROG E RS I N 413.0. WINDOW HEAD ALTERATIONS EL:6'-8" ...._.. STREET ADDRESS: 420 SCHOONER DR TOWN: 5OUTHOLD REMOVE EXI5TING ......._. ...... — 5TATE: NEW YORK SIDING THROUGHOUT E E P05TAL CODE: 11971 -- - - - - STM #: 1000-71-2-q -_--- --- --- __...- 51TE NUMBER: WA Li FRONT "-P EL:O-O i B.O. FLOOR J015T-5 ELEVATION EL:-0'-11" �FRONT 5IDE GRADE (SOUTH) EL:-2'-9" REMOVE EX15TIN6 �T� 5EAL,ff WINDOWS C-�NrRlt: PROJECT NUMBER: 2018-0043 INITIATED DATE: 09-28-18 ����J�` ��F ��n DRAWN BY: SBA EXISTING FRONT (SOUTH ELEVATION h GHEGKEDBY: 5BA 2 °�`° DRAWING NUMBER: SCALE _ '1/4"=l '-O" -- ' .i `- A-20100 9)l-lp 761'\ �� 4�' 01' N E`� PAGE: 11 OF 16 STEVE A OL T.O. NEW RIDGE - --- ----- ------ EL;30'-I" ----- -- ARCHITECT FLARE WALL 12 - - 5UPPORTEO— -- ROOF CON5TRU6TION BY CORBELS _ __- b.5 PHONE: (631) 553-6333 NEW ARGHITEGTURAL ROOFING - - - _ -- - PO BOX 762 NEW 30# FELT PAPER6REAT RIVER, NEN--- EXI5TING J" O5B 5TRANO PLYWOOD _. ORK 1173a SHEATHING _.. - - - - - _ ....... ..... .... NEW 2"x10" ROOF RAFTERS © Ib" o.c. -- _-- - -- -- --- -- -- - CON5ULTANT. Alkf3.0. 5EGONO FL CEILING EL:21' I I-3/4" - --- -- SECOND FLOOR -- ---- --- T.O. EX15T RIDGE NEW 2"Xb" 5TU05 ® ib" D.G. W/R-23 - _ ❑ ❑ ❑ ❑ ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _--_ EL 20' II-3/4" FIBERGLASS INSULATION BATT5 I/2" i GYPSUM BOARD ALL WALL5 $ GLG -- - B.O. SEGOND FLOOR HEAD AR221 4 O-I/2 W X I' 5-I/2"H 321 la' -3/8" 15 I/ X 1' -1;2"HI -....._ EL:IB' b-3/4" ................ _._.. `t- - -- -- - -- _ bXb PT WOOD POST, O TYP FINISHED SECOND FLOOR 624 4.'O-Ill"�X 4' (2- 2"H m EL:10' 10-3/4" -1 ILL hB.O. GROUND FLOOR CEILING EL:9'-3" PLOT PLAN -,jj---,8.0. WINDOW HEAD 'T EL:b'-8" FIIR5r FLOOR EXISTING 2"X4" 5TU05 ® Ib" O.G. W R-15 FIBERGLASS INSULATION BATT5 1/2" GYPSUM BOARD ALL WALL5 $ 61-6 -ILi - J.I N 7 Lil y _ EXIST F.F.E. (DATUM) EL:D'-D" B.O. FLOOR J015T5 EL:-0'-11" FRONT GRADE a I,. EL:-2'-9" A ; .. NO. DATE DESCRIPTION EXISTING EXISTING EX15TIN6 01 11/11/18 155UEO FOR INITIAL REVIEW EXI5TING EXISTING 02 01/28/19 ISSUED FOR REVIEW 03 04/25/19 155UED FOR FILING 1 PROPOSED REAR (EAST) ELEVATION SCALE = 1/4"=V-0" T.O. EXIST RIDGE UILDINC PLAN REVIEN NOTE: EL:20' 11-3/4" FINAL MIP REMOVE EXISTING I R G V I E ,��' ri w ROOF AND SECOND SEE E �� �� /� FLOOR FRAMING ,,r,',,1 t, m REMOVE EXISTING DATED SIDING THROUGHOUT O N B.O. WINDOW HEAD 1 - EL:b'-8" PROJECT NAME: r- ROGER S k XI or F.F.E.E. (DATUM) I� 1 ALTERATIONS OILB.0. FLOOR J0I5T5 STREET ADDRE55: 420 5GHOONER OR EL:-0'-11" TOWN: 5OUTH01-0 TEL:OIL -2'-q FRONT SIDE GRADE . { 5TATE: NEW YORK P05TAL CODE: 11971 -- SGTM #: 1000-71-2-9 51TE NUMBER: WA EXI5TIfN5 EX15TINO EXI5TIN6 EXISTING EXI5TIN6 SIDE ELEVATION (EAST) 5EA ,,.��IIAfLIRE�,°'� PROJECT NUMBER: 2018-0043 �Gi <�-P1 B. /, INITIATED DATE: 09-28-18 C�tiv�'�• ' � �� DRAWN BY: 5BA EXISTING REAR (EAST) ELEVATION CHECKED BY: 5BA a DRAWING NUMBER: 3 aai SCALE = 1/4"=V-0" o A-20100 0� N�� PAGE: 12 OF 16 STEVE A RIDGE GAP TO MATCH ROOFING - SHINGLES ARCHITECT (2) 4",P A325 GALV 5TL THREADED GONTINUOU5 RIDGE VENT WITH IN5EGT 5GREEN INSTALL NEW 51MP50N HURRICANE - BOLTS W/ I-I/2"wA5HER5 AND BOLTS ��LL�. PHONE: (631) 553-6333 _�`LL LLQ CONNECTORS AT EACH RAFTER �7)-p X/p RR 5-1/2"X5-1/2" 6LULAM COLLAR TIES EX15TINC PLYWOOD LLLL-L` LLLLL PO BOX 762 2 L zXl o RRS®i6�< rigs GRE,4T R11/ER, NSW YORK 1173q pG� EXISTING A5PHALT ROOF SHINGLES r - OVER EXI5TIN6 #30 FELT PAPER - - 5" - - GON5ULTANT r� ---- ..... X RR SPR- ------- - - -- ... _ _ 6� - i — 8X6 6LULAM GO LAR - 15 1/ L i TIE5 CONTRACTOR TO VARNI5H DO NOT PAINT - - , � p RR � r , I -- ' " J-CHANNEL GYP BD RECEIVER I R-23 BATT INSULATION IN RR'S CAVITY NEW " GYP BD CEILING - COLLAR TIE ATTACHMENT DETAIL = =_= -_= = =_ NEW 5-I/4"X24" GLUCAN BEAM. PLOT PLAN APPLY MANF APPROVED VARNI5H, T.O. NE`W RIDGE SCALE = 3"=1 '-0" - Do NOT PAINT - - EL: 30-' ► RIDGE VENT DETAIL - 5-1/2"X24" 6LULAM GONTINUOU5 RI06E BEAM, 5EE PLANS I ' - N 12 SCALE = 3 1 ,-0,� EOR LOGATION5 �'j 35 3 6.5 ``z R-30 MIN CAVITY IN5ULATION - -` - ---- - - NEW 5-I/2"X5-1/2" 6LULAM AIN ; 7, 6110 -- - -i - COLLAR TIE5 ® 60" D.G. 4 ~ PITCHED ROOF FRAMING BEAM 5U5PENDED - G 2 BETWEEN KING TRU55 BEAM 0 300 'Po B.O. SECOND FL GEILING _ 1 �~�V� OC NO. DATE DESCRIPTION . EL: 111-3141112 - _. 12._--- - OI 11/11/15 15WED FOR INITIAL REVIEW 2 / \ NEW VINYL BEAD BOARD SOFFIT 02 OI/28/14 15WED FOR REVIEW T.O. E,KlST RIDGE � // � �\\ 03 04/25/14 155UED FOR FILING I / - B.O. >EGOND FLOOR HEAD NEW LAOVER P 51DING W/ AIR BARRIER EL: 17' 6-3/4" `? // // \ \\ TU054W/R23 IN5ULATIO ON WALL 2X6 GAMBREL PITCH RAFTER5 TO PLATE ATOP TRU55E5 L1�UNDRY - / / \ \\ - HEADER A5 PER PLAN R-23 FIBEROLA55 INSULATION BATT5 1/2" GYPSUM 0 BOARD ALL WALL5 $ 6L6 / \ \\ AZEK TRIM OR EQUIV j >\ NEW P\1G/AZEK RAILING, TO BE x / / 5ELEG FED BY OWNER // // / \\ \\ WRAPPED AHER PRWODOW m -- _- BUILDINO PLAN REVIEN NOT: ALUM DRIP EDGE _ 4iL 30 ELI�E0ND FLOOR \ ANDER5EN WINDOW 03/4 B.O. GROUND FLOOR GEILIN6FINAL MAP EL / ` < 7j' NEW 3-1/2"XI,5" FJ TRU55E5 @ 16" O.G. \ - / - - - - - - REVIEWED B.o. wlNDowHEAD - - - - - - - - - - - - - -- - -- -- -- - - -- - - - - - - - - - - - - - \ �� YZBA ! I SEE DECISION EL: 6-5 NEW 3 I/2"X16" CONTINUOUS MIGROLAM BEAMLH DATED AFIXED TO TOP PLATE. TYPICAL AROUND I O PERIMETER WALL5 lz R-15 FIBEROLA55 INSULATION BATT5 1/2" l KITGI fEN m o GYPSUM BOARD ALL WALL5 GL6 ! LIVING ROOM z x PROJECT NAME: EX15T F.F.E. (DATUM) i W ROGERS EL: O' O" - , ANDER5EN WINDOW i B.O. F=LOOR JOISTSALTERATIONS EXIST 2X10 FJ'S @ 16" O.G. EL: -O'-II" � R30 BATT INSULATION 5TREET ADDRE-55: 420 5GHOONER OR TOWN: 5OUTHOLD 5TATE: NEW YORK AZEK 5TOOL APRON TRIM OR POSTAL CODE: 11471 EQUIV SCTM #: 1000-71-2-4 AVERA6E GRADEWA SITE NUMBER: EL: -5'-i" o o BUILDING SECTIONS BASE=MENT SLAB EX15T BASEMENT SLAB BUTYL WEATHER PROOFING WRAPPED AROUND WINDOW s: F— — j I SEAL f PROJECT NUMBER: 2018-0043 L___J INITIATED DATE: 04-28-18 DRAWN BY: SBA EAST - WEST SE TON WINDOW HEAD AND SILL DETAIL � G,� �.A CHECKED NUMBER: SBA 1 /,� � _ �� � 1� DRAWING NU SCALE _= 3/8"=l '—O" '1' - - '� SCALE — 3"=l '-O" N q -300.00 -11;,"--o3761� p�, 0 p PAGE: 13 OF I6 STEVE AFFELT ARCHITECT PHONE: (631) 553-6333 PO 13OX 762 GREAT RIVER, NEW YORK 1173q CONSULTANT: PLOT PLAN T.O. NEW RIDE EL: 30'-i" 5-1/2"X24" GLULAM GONTINUOU5 RIDGE BEAM, 5EE PLANS FOR LOGATION5 12 6.5 R-30 MIN CAVITY INSULATION _ 5-1/2"XII-1/4" 6LULAM GAMBREL CURB, 5EE i `' '- PLANS FOR _ NEW 2"X8" CJ'5 16" O.G. f ii ' B.O. 5EGOND FL GEILIN6 NO. DATE DESCRIPTION EL: 21' 11-.314" OI IIAIA& 155UED FOR INITIAL REVIEW --- 02 01/28/19 1550ED FOR REVIEW T.O. EX15T RIDGE 03 04/25/19 155UED FOR FILING CLOSET EL: 20' 11-314" 175 5OFT BEDROOM B.O. 5EGOND FLOOR HEAD 250 -50FT _BATHROOM EL: 1716-3/4" cv 175 5OFT 2X(q GAMBREL PITCH RAFTER5 TO PLATE ATOP - TRU55E5 - Q m R-23 FIBEROLA55 INSULATION BATT5 1/2" 6YP5UM N Q BOARD ALL WALL5 $ CLO C) FLARE GAMBREL PITCH, 5EE DETAIL ---- 1 ASPHALT ROOFING SHINGLES W/ i N VAPOR BARRIER AND 05E3 I, z SHEATHING BUILDING PLAN REVIEH NOT: RIDGE BEAM BEYOND FINISHED 5ECOND FLOOR m _ OUTRIGGERS CONNECTED TO i 2ND RAFTER N B.O. GROUND FLOOR CEILING = EXTERIOR RAFTER EL: a'-3° I i " „ „ FINAL IAF -� NEW 3-I/2 XI8 FJ TRU55E5 © 16 O.G. gak B.O. WINCOW HEAD ' REVIEWED DY ��A SEE DECISION! # NEW 3-1/2"X16" CONTINUOUS MIGROLAM BEAM LIVING RooLj j j X 6" CERTAINTEED PVC FA561A BD AFIXED TO TOP PLATE. TYPICAL AROUND �o e T � PERIMETER WALL5 m : KITCHEN I-6NEW GERTAINTEED PVC, BEAD BOARD R-15 FIBERGLA55 INSULATION BATT5 1/2" i SOFFIT MOULDING GYPSUM BOARD ALL WALL5 GL6 X CERTAINTEED LAP 510IN6 W/VAPOR N BARRIER AND 05E3 SHEATHING w BUILD OUT OF FRAMING TO CURVE PROJECT NAME: SHEATHING LAP SIDING R O G E RS EX15T F.F.E. (DATUM) EL: 0'-0" B.O. FLOOR J015T5 - - - - - - - - - EX15T 2X10 FJ'5 6 16" O.G. ALTERATIONS EL: -0'-II" R30 BATT IN5ULATION o r ALUM DRIP LEDGE 5TREET ADDRE55: 420 50HOONER OR R TOWN: 50UTHOLD CONTINUOUS 2X4 BACKER STUD STATE: NEW YORK X 6" GERTAINTEED PVC, FASCIA P05TAL CODE: 11971 BOARD -)CTM#: 1000-71-2-9 3 -� - NEW CORBEL, 24" O.G. AVERABf= 6RADESITE NUMBER: WA EL: -5'-i" BASEMENT BASEMENT v 7 3/4° X 6" GERTAINTEED PVC FA5GIA BOARD BUILDING SECTIONS GERTAINTEED LAP SIDING W/VAPOR BARRIER AND J" 05B 5HEATHIN6 X X - ALUM DRIP LEDGE OVER TRIM BASEMENT 5LAB w EX15T BASEMENT 5LAB F _ — 5E -,99 PROJECT NUMBER: 2018-0043 L — _ —J �� cB. �,�,���% INITIATED DATE: 09-28-18 DRAWN BY: 5BA U EAST WEST S DRAWING CHECKED NUTION FLARE AND CORBEL DETAIL - ? CHECKED SBA - -. r. MBER: 2 SCALE = 3/8"=l '-O" SCALE = 3/8"=l '-O" ©3 0 �o A-301 .00 PAGE: 14 OF 16 STEVE AFF ARCHITECT (2) 2X8 PT WOOD DECK J015T5 PHONE: (631) 553-6333 PO BOX 762 OREAT RIVER, NEW YORK 1173q (2) 5d CORRO51ON RE515TANT 2X8 PT LEDGER NAIL5 (TYP) INTO FACE OF J015T CONSULTANT: 2X4 PT. GONTINUOU5 WOOD HAND m RAIL �\ 51MP50N HI CONNECTOR (T (P AT (4) 50g212 5TRONO DRIVE ALL J015T5 ATOP BEAM) WITH CONNECTOR 56REW5 ON J015T m 2X4 PT. WOOD TOP RAIL ZMAX GOATIN6 FAGS (TYP) SECURED BETWEEN P05T5 4X4 PT. WOOD P05T (T(P) (4) 5d GORRO51ON RE515TANT NAILS (TYP) INTO FACE OF BEAM (6) 5Dg112 STRONG DRIVE o CONNECTOR 5GREW5 ON LEDGER FAGS (TYP) N 1-1/2"XI-1/2" PT WOOD BALU5TER5 3-1/2X16 Pr 6LULAM BEAM 5PAGED @ 5-1/2" O.G. BOLTED (2) 2X8 PT WOOD DECK J015T5 @ 16" O.G. 51MP50N LU525Z J015T HANGER (TYP AT ALL J015T5 A(5AIN5T PLOT PLAN LEDGER) WITH ZMAX 60ATINO 2X4 PT. WOOD BOTTOM RAIL 5EGURED BETWEEN P05T5 Al JOIST HANGER JOIST TO BEAM CONNECTION - . .. . BALUSTER DETAIL IIc KI I I NO. DATE 1 ( 01 11/11/15 155UED FOR INITIAL REVIEW ` J _ 02 01/25/Iq 155UED FOR REVIEW 1 03 04/25/Iq 155UED FOR FILING i 3-1/2" X Ib" Pr 6LULAM BEAM BOLTED TO P05T THROUGH 51MP50N OJTI4 GONNEGTOR5 (EACH 510E) �I (3) 8" 6ALV THREADED BOLT -T ` PREDRILLED THROUGH BEAM5 I i AND P05T 51 MP50N 50W52240003 5TAO6ERED I AND 5PAGE0 5" O.G. HORIZONTALLY. REFER TO 5PAGIN5 DETAIL 2X8 PT. DECK JOIST @ 16' 0.6. TYP I 51MP50N DTT2Z CONNEGTOR5 (TYP OF (3)) WITH ZMAX GOATINO 2 5DW5 THROUO�UOGKIN6 (FULL DEPTH REQUIRED) TYP O 22500DB ` �� 5/4X6 PT. WOOD DECKING 5TA6GERED 5PAGED "o -,- -- -_ - ­-] 3" 0.6. ON E30TH SIDES OF POST BUILDING PLAN REVIEN NOTE: NOTCH P05T TO ACCEPT 4X4 PT WOOD BLOCKING. FULL DEPTH 3-I/2X16 BEAM -— 4X4 PT WOOD P05T. TYP FOR SYMBOL (2) 5DW522500013 5TAC26ERED 5PAGED 3" O.G. ON �- BOTH 51DE5 OF BLOGKING 6X6 PT WOOD P05T o 0 0 0 0 0 --- --- --- --- --- (2) 50W522500DB 5PA6ED 4" O.G. ON BOTH 51DE5 0 OF BLOGKIN6, TYPIGAL OF BOTH BLO6K5 SINAL MAP REVIEWED BY ZBA SEE DEQ` 0 , POST AND BEAM TYP PO5T PARALLEL 2X8 PT. BLOCKING (FULL DEPTH REQUIRED) TYP CONNECTION HI TH J01515 THROUGHOUT (2) 2X8 Pr WOOD DECK JOISTS @ 2X5 PT. DECK J015T @ 16" O.G. TYP (2) 5DW522500DB 5PAGE0 4" O.G. ON BOTH 510E5 (5) 4" XI-1/2" 505 CORRO51ON OF BLOCKING, TYPICAL OF BOTH BLOCKS RE515TANT 5GREW5 (DALV) PER CONNECTOR 6X6 PT WOOD P05T �" 6ALV 5TEEL THREADED BOLT PREDRILLED THROUGH LEDGER PROJECT NAME: (12) Ibd CORRO51ON RE515TANT AND RIM J015T NAILS (TYP) 51MP50N LU528Z J015T HANDER ROGERS (TYP AT ALL J015T5 AGAIN5T m 51MP50N PB(q6Z CONNECTOR LEDGER) WITH ZMAX COATING ALTERATIONS WITH ZMAX COATING (TYP AT m EACH P05T) 2X5 PT LEDGER 5TREET APPRE55: 420 56HOONER OR m 4X4 Pr WOOD P05T. TYP FOR 5YMBOLATE: NEW YORK ° m o (2) 5DW522800DB POSTAL GORE: IIg71 SGTM#' 1000-71-2-q 5PAGED 4" O.G. INTO 4X4 PT WOOD RIM J015T BLOGKIN6. FULL DEPTH SITE NUMBER: N/A P05T AT CORNER P05T AT END OF MIN 3,000 P51 CONCRETE BASE. (2) 5DW522500DB (2) 50W522500DB JOISTS BALCONY DETAILS BASE TO BE 5ET MIN 36" DEEP 5PAGED 3" O.G. 5PAGED 3" O.G. (2) 50W5225000B 4X4 PT WOOD P05T. o a . 5PAGED 4" O.G. TYP FOR SYMBOL GI o... INTO JOI5T5 (TYP 2) 5DW52250006 ° (2) 5DW52250005 5TAOOERED 5PAGED 3" O.G. 5PAGED 3" O.G. ON BOTH 51DE5 OF BLOGKING 5EAL d � PROJECT NUMBER: 2015-0043 y t Cy . INITIATED DATE: Oq-25-15 POST ANCHORING cv���J'�c ����'��, DRAWN BY: 55A ,�" LEDGER CONNECTION GUARD RAIL POST � CHECKED BY: SBA� '' ANCHORING DRAWING NUMBER: BALCONY DETAIL N� �o �� �IA-501 900 ^ - - SCALE = 1/4"=l '-O" 9TF 375 0�F NE`Ny PAGE: 15 OF 16 STEVE AFLT ARCHITECT PHONE: (631) 553-6333 PO 80X 762 6REAT RIVER, NEW YORK 1173q ON ON ON ON ON (ON GON5ULTANT: N N -- -- ._ .._ ._ ._.e _.- _ - - - - _.__ — _. ,__..- - - - - - - - _. - - ------ - - - - - - - - - - ---- - - - - - - - - --- - - - -- O (ON I ► ON ON ON O oO O I � o o I N N N I O O pO O ON ON I ON ON N N I I I I I i IU I IN I (ON (ON I 0 ON ON I O O : ON ON I IO ON I ON O N I 0 I °" v;A I N N ON ON oI PLOT PLAN = I S CO x x x x s BOO Eq (ON II � II x x o (ON 0 N N N II I I ° ( O 100 N �S CO (ON ( � l ,335 0 CO II II I © N N I I, C E 1 I IN 4 QD Imo - I x --- N �— I JUN 7 CQ O N N 50 GFM I A 6FG O6FGI O QN Ea N ON N E8 � 50 Gf� a I N N NEW x b N __ Ea N ;,,.; I i ii% � Ll 77 ® / % . .., a %- ", cs) ,.a;.,,� ,;;.` /. �%i;, a; -',N i,' / : o 'f1' `f' �cl sFcl ...........:........................._ ;... NEW 5 X 6 x6 t- - - - N- -- - - - - - - - - - - - - -N- - - -- - - - - - - - --N - - - I— I ON ON x I NO. DATE OE5GRIPTION lo $0 GFM -- I OI IIAIII& 155UEO FOR INITIAL REVIEW x x �., I p F I 02 0I/28/la 155UED FOR REVIEW MEW 26 x 66 I O O N I 03 04/25/la 155UEO FOR FILIN6 I OiRW�°x 6 Ea I IN N N O O I ON ON ®fit ° I NEW 66 ON N S CO N c NEW 26 66 6FGI I is BUILDING FLAN REVIEW NOTE: N N FINAL MAP E4 REVIEWED 13Y ZF3A SCE DECIczcr)Nv - 4 ' N N -?= I I FIRST FLOOR PLAN 2 SECOND FLOOR PLAN 1 - SCALE = 3/16"=1 '-0" SCALE = 3/16"=1 '-0" PROJECT BASEMENT NOTE ROGERS NO ELEGTRICAL LIGHT FIXTURE5 OR OUTLET5 TO BE ADDED IN BA5EMENT. GIRGUIT5 TO BE PULLED FROM PANEL SYMBOL LEGEND ALTERATIONS To HORK AREAS ABOVE. O NEN RECE55ED L16HT FIXTURE, b" O NEW CEILING MOUNTED HARD WIRED STREET ADDRE55: 420 5GHOONER OR N GAN CO CARBON MONOXIDE DETECTOR TONN: 5OUTHOLD ELECTRIC NOTES STATE: NEN YORK NEH JUNCTION BOX FOR FAN/LIGHT. P05TAL CODE: IIa71 TO BE 5ELECTEO BY OWNER 5GTM #: 1000-71-2-g EI GENERAL - NEH L►6HTIN6 15 TO RUN OFF EX15TIN6 GIRGUIT5 FOR DEMOL15HED FIXTURE5. NEW GEILIN6 MOUNTED HARD HIRED 51TE NUMBER: WA E2 GENERAL - CONTRACTOR 15 TO VERIFY GIRGUIT5 ARE COPPER CONOU6TOR5. NOTIFY G) O 5MOKE DETECTOR ARGHITEGT OF ANY 015GREPANGIE5 O EXI5TIN6 REGE55ED L16HT FIXTURE FIRST AND SECOND E3 GENERAL - ALL EXI5TIN6 TO REMAIN POWER GIRGUIT5 ARE TO RECEIVE NEW CODE COMPLIANT OUTLETS EX 5HITCH E4 GENERAL - A5 PER IRC E3g02.2 ALL OUTLET5 IN 6ARA6E5 AND GRADE LEVEL PORTION5 OF FLOOR AGGE55ORY BUILOINC5 ARE TO BE EQUIPPED WITH 6FGI PROTE6TION5 .- EXI5TIN6 L16HT FIXTURE TO BE ithELECTRICAL PLANS E5 GENERAL - A5 PER IRC, E3g02.5ALL OUTLETS IN UNFIN15HED PORTION5 OF BA5EMENT5 AND CELLAR5 ARE /p REMOVED QUAD OUTLET TO BE EQUIPPED WITH 6FGI PROTEGTION5 f� Eb GENERAL - A5 PER IRG E3g02.b ALL OUTLETS 5ERVIN6 GOUNTERTOP5 IN KITCHEN5 ARE TO BE EQUIPPED SEAL 8 5167N PROJECT NUMBER: 2018-0043 KITH 6FGI PROTEGTION5 ® NEW 50 CFM TOILET EXHAUST FAN. DIRECT VENT TO EXTERIOR -p 51N6LE OUTLET �� �C INITIATED DATE: Og-28-18 E1 GENERAL - A5 PER IRG E3g02.5 ALL OUTLET5 HITHIN b' HORIZONTALLY OF A 51NK ARE TO BE EQUIPPED N C7 ��N B, 'S%, WITH 6FGI PROTEGTION5 50 CFM C2 '�` Cv D B SBA E& GENERAL - A5 PER IRG E3g02.5 ALL OUTLET5 WITHIN LAUNDRY AREAS ARE TO BE EQUIPPED WITH 6FGI 4` �� CHECKED NU 58A PROTEGTION5 NEW 100 CFM DOWN DRAFT FAN 0' 2' 4 8' ;'.DRAWING NUMBER: MOUNTED AT COUNTER HEI DUPLEX OUTLET cS� .. �° Eq GENERAL - A5 PER IRG E3g02.5 ALL OUTLET5 WITHIN BATHROOM5 ARE TO BE EQUIPPED PITH 6FGI _ • PROTECTION5 550 CFH 1/4" = 1'-0" ��� 03�6:1� ��� E- 100*00 O f:N E\ ] PACE: 16 OF 16 Y� OFFICE LOCATION: �O��oF SO(/ryOlO MAILING ADDRESS: mp(� Town Hall Annex P.O. Box 1179 1 "Y 54375 State Route 25 1 Southold, NY 11971 cor. Main Rd. &Youngs Ave.) vs ( l Sou hold, NY 11971 Q Telephone: 631 765-1938 �l/" 1`I,k�� O Fax: 631 765-3136 �yO0UNT1, - `13�s LOCAL WATERFRONT REVITALIZATION PROI TOWN OF SOUTHOLD RECEIVE® MEMORANDUM N O V 0 6 2019 To: Leslie Weisman, Chair Zoning Board Of Appeals Members of the Zoning Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date November 6,2019 Re: LWRP Coastal Consistency Review for ZBA File Ref JEAN AND ROBERT ROGERS #7335 SCTM No. 1000-71-2-9 JEAN AND ROBERT ROGERS #7335 -Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 9,2019,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) less than the code required rear yard setback of 50 feet; located; at:.420 Schooner Drive, (Adj.to canal connected to the Long Island Sound) Southold,NY. SCTM No. 1000-71-2-9. 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 provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA. 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 OUNTY OF SUFFOLK RECEIVE ° S �s JUL 0 5 2019 3�c6�t�strkS ZONING BOAR °OPAPP t� Steven Bellone SUFFOLK COUNTY EXECUTIVE Theresa Ward Department of Deputy County Executive and Commissioner Economic Development and Planning July 2, 2019 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 Osdoby, Steven #7331' Keiserman, Kimberly #7334 ' Rogers, Robert #7335' Kassapidis, Elias #7336 Very truly yours, Sarah Lansdale Director of Planning 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 i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 9, 2019 TO: Steven Affelt (Rogers) PO Box 762 RECEIVE® Great River, NY 11739 Please take notice that your application dated May 2, 2019 JUN21-1 2019 Zoning Board of Appeal6 For permit to construct additions and alterations to a single family dwelling at Location of property: 420 Schooner Drive, Southold County Tax Map No. 1000—Section 71 Block 2 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 24,799 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 in total size, a minimum rear yard setback of 50 feet is required. The proposed construction notes a rear yard setback of+/-20 feet. Aut ize Si ature Cc:File, ZBA , REM:VED Fee:$ Filed By. Assignment No. Ji JN_112 J / s APPLICATION TO THE SOUTHOLD TOWN BOARD WXYTYMAOFAPPE41S AREA VARIANCE House No. 420 Street Schooner Dr Hamlet Southold 120 x152 SCTM 1000 Section 071 Block 02 Lots) 09 Lot Size 24,799 Zone R40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED 04/25/19 Owner(s): Jean &Robert Rogers Mailing Address: 1329 Broadway Ave Holbrook,NY Telephone: Fax: Email: NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Steven Affelt for(R) Owner( )Other: Address: PO Box 762 Great River,NY 11739 Telephone: (631) 553-6333 Fax: Email: steve.affelt@gmail.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( ) Applicant/Owner(s), M Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 04-25-19 and DENIED AN APPLICATION DATED FOR: (Y�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: Section: Subsection: Type of Appeal. An Appeal is made for: ( )A Variance to the Zoning Code or Zoning Map. ( ) A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code,Article Section ( ) Reversal or Other A prior appeal ( ) has, (x) has not been made at any time with respect to this property, UNDER Appeal No(s). N/A Year(s). N/A . (Please be sure to research before completing this question or call our office for assistance) Name of Owner ZBA File# T R � : RECEIVED JUN 27 2019 - 33< Name of Owner: ZBA File# ZONING BOARD OFAPp REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: This property was developed in 1969, and since that time the nieghboring properties have alsoleen developed to the same extent being proposed in the application. This residence was constructed in it's current location and fell into non-compliance with the passage of the zoning resolution. 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: This existing house is situated on the property so that the current rear yard setback requirement cannot be acheived. 3.The amount of relief requested is not substantial because: The rear yard will not be encroached upon any further with the proposed work. The current yard will be maintained. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The neighboring residences are also developed in the same manner. 5. Has the alleged difficulty been self created? { } Yes,or {Y4 No Why: This property was developed prior to the enactment of the zoning resolution. Are there any Covenants or Restrictions concerning this land? { }No {x} Yes (please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety:and welfare of the communi Signature of pplicant or uthorized Agent (Agent must sub it written Authorization from Owner) Sworn to before me this ?Aay of a" 20 l r "Itp • NANCY Y.CUMMINGS NOTARY PUBLIC,State of New York No.01 CU6205986 Qualified in Suffolk County Commission Expires May i 1,goal 1,. r i'tl- --7 S' APPLICANT'S PROJECT DESCRIPTION RECEIVED (For ZBA Reference) Applicant: Steven Affelt on behalf of J�ean &Robert Rogers 05/13/19 JUN � 7 ZU10, PP Date Prepared: I. For Demolition of Existing Building Areas 7-GHING BOARD OFAPPUL LS Please describe areas being removed: H. New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: _ Dimensions of new second floor: 70'x130' Dimensions of floor above second level: Height(from finished ground to top of ridge): 32' 9-1/2" Is basement or lowest floor area being coI structed? If yes,please provide height(above ground) measured from natural existing grade to first floor: No 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: Two Story wood framed single family dwelling with full basement.4 bedrooms, 2 Bathrooms pow er room Number of Floors and Changes WITH Alterations: Two StoKy wood framed single family dwelling 4 bedrooms 4 bathrooms and 1powder room. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 3,922 Proposed increase of building coverage: 0 Square footage of your lot: 24,799 Percentage of coverage of your lot by building area: 15.8% V. Purpose of New Construction: Second floor addition with proposed covered balcony 2 additional bathrooms. VI. Please describe the land contours (flat,slope %, heavily wooded, marsh area,etc.) on your land and how it relates to the difficulty in meeting the code eq ire nt s): The property has a slope from the house to the c oc on the rear yard. Site is mostly cleared. The land contours and ammeninties1 do not have a negative impact on the propose cons ruction. 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 RECEIVED FOR FILING WITH YOUR ZBA APPLICATION JUN 9, 7 2019 A. Is the subject premises listed on the real estate market for sale? r ZONING 130ARD OFApp&jS Yes X No B. Are there any proposals to change or alter land contours? X No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? Yes 2.)Are those areas shown on the survey submitted with this application? Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? Yes 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Trustees: Unn e�w 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? No E. Are there any patios,concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? No 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? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them ` or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes, please label the proximity of your lands on your survey. 1. Please list present use or operations conducted at this parcel Single family Dwelling and the proposed use Single family Dwelling (ex-existing single family,proposed.same with garage,pool or other) 5/Z I Authoriz d signatur ,,an Date 0 RECEIVED AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS JUN 2 7 2019 TOWN OF SOUTHOLD ZONING BOARD®FAPPEAGS WHEN TO USE THIS FORM.• The form must be completed by the applicant for any special use permit, site plan approval, use variance, or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation 'located in agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Sections 239- n:and 239-n of the General Municipal Law. 1)Name of Applicant: Steven Affelt on Behalf 2)Address of Applicant: PO Box 762 Great River,NY 11739 3)Name of Land Owner(if other than applicant) : jean and Robert Rogers 4)Address of Land Owner: ' 1329 Broadway Ave Holbrook,NY 5)Description of Proposed Project: 2nd floor addition to a single farnily dwelling. No additional BedrQoms, 2 additional bathrooms - 6)Location of Property(road and tax map number): 420 Schooner Dr Southold,NY 1000-71-02-09 7)Is the parcel within an agricultural district? [NNo DYes If yes, Agricultural District Number 8)Is this parcel actively farmed? 99No ❑Yes 9) Name and address of any owner(s) 'of land within the agricultural district containing active farm ' operation(s) located 500 feet of the boundary of the proposed project. (Information may be available through the Town Assessors Office, Town Hall location (765-1937) or from any public computer at the Town Hall locations by viewing the parcel numbers on the Town of Southold Real Property Tax System. Name and Address 1. . 2. 3. 4. 5. 6. , (Please uge back side of page if more than six property owners are identified.) , The lot numbers may be obtained, in advance, when requested from either the Office of the Planning Board at 765-1938 or t Zonin oard of Appeals at 765-1809. US Signa re o A plicant Date Note: 1.The local board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation.Solicitation will be made by supplying a copy of this statement. 2.Comments returned to the local board will be taken into consideration as part of the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant and/or the clerk of the board 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.Failure to pay at such time means the application is not complete and cannot be acted upon by the board. 1-14-09 3 RECEIVED 617.20 Appendix B AIN 9 7 `GIS Short Environmental Assessment Form ZONING BOARD OFAPP EAM Instructions for Comaletin� Part I -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 I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful • to the lead agency;attach additional pages as necessary to supplement any item. , Part 1 -Project and Sponsor Information Name of Action or Project: Rogers Residence Project Location(describe,and attach a location map): ' 420 Schooner Dr. Southold,NY Brief Description of Proposed Action: Proposed second story addition over and existing single family dwelling. Name of Applicant or Sponsor: Telephone: 631 553-6333 Steven Affelt E-Mail: steve.affelt@gmail.com Address: PO Box 762 City/PO: State: Zip Code: , Great River NY 11739 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 X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS DEC X 3.a.Total acreage of the site of the proposed action? 0.56 acres b.Total acreage to be physically disturbed? __U_acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.56 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial XResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 i,, 5. Is the proposed action, CID NO YES N/A ' a.A permitted use under the zoning regulations? JUN 2 7 2019 X b.Consistent with the adopted comprehensive plan? w p A X 6. Is the proposed action consistent with the predominant character oft a existing buil nt'tiViI NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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 nd technollo ies: Low U-Value Windows,Above required Wall&Ceiing Insulation requirements X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X 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? X b.Would the proposed action physically alter,or encroach into,any existing wetland or wate bo�y9 X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Dredged Canal novo alterationsproposed to wetland/canal or bulkheadto wetland/canal or bulkhead. 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional 0 Wetland ❑Urban IX Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? a X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, r a.Will storm water discharges flow to adjacent properties? -T7 NO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ?NO❑YES Page 2 of 4 r s 18.Does the proposed action include construction or other activities that resgffin the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? RECEIVED If Yes,explain purpose and size: X II INg� 79 Q 19.Has the site of the proposed action or an adjoining property been the locAWWn @Z2,10 b�fos&EA_L5_ NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO TIME BEST OF MY KNOWLEDGE Applicant/sponsorname: ,9tq,Ve ,felt Date: 05/13/19 Signature: ��•. Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" ...,A'*;t;ir•"-J3,e��::',. ` 1'D' •, :�sl `3'� > y „.H-�• '4' , =• r yr,, No or Moderate +,.r sT u:'v.'eyy_';;ygqy�y,�•4',1.5:sti � �' :.i . •...t v i� 'r:.i'f;� i :i;.' :�•�` 9 Small to e larbg ��y�,7jd��' ' ,��R.. 1 5.7._ 4',`r t�..'•„ i,�. a,;E,z ,,vfr.,�..'1_ j:c J�,s.,gK �fl• 'f. ��,-,a?.; }:''; '`",{- :�.�,• rti ,`�, -?'< •3' pt.l•.�, _,.il.`„ '�;'�:" lyy` f ti impact impact ` '�i��:��i�i°�`Jr•��riXC�� {•1y..:tii fa vi�/t.-;�,i `�7 ' ;�'q_(t,l T•.', b'.v-x'75•,#f i �}"�y'� r" lk, may may ' `a'•{ �i,, t , .i c5 ....-.0�'.r iY:'p f` 'L occur occur 4 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact i }yu may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part Z that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. y 13 VEE VED ` JUN 2 7 X09 a ZONING BOARD OF APPEALS ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 RECEIVED J200 7 kM 7335 APPLICANT/OWNER BONING BOARD OFAPP&,S 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 NAMERobert Rogers (Last name,first name,middle initial,unless you arc applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit X _ Variance X Trustee Permit �- Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning f 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 X 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 N/A Title or position of that person N/A 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 .a Submitted this 3<d o ,20- +' Signature 7 A?, Print Name Robert Rogers NOTARYA UBL CCState of New York Quaffo OI0598 ed nCS(folk County Commission Expires May 115 X6,;Ll RECEIVE® JUN 27 20103'3 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ZONING BOAR®OF APPEALS 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 : Steven Affelt (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:_(Check all that apply) Tax grievance Building Permit X Variance X Trustee Permit X 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 e 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. X 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 N/A Title or position of that person N/A Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this Ic d Al ,20 I ` Signature Print Name Steven Affelt Town of Southold I.ECEIVED LWRP CONSISTENCY ASSESSMENT FORM JUS! 2 7 2019 A. INSTRUCTIONS ZONING BOAR®Of APPEALS 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# 1000 _ 71 _ 02 - 09 The Application has been submitted to(check appropriate response): Town Board E� Planning Dept. D Building Dept. © Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity,agency regulation, land transaction) Fd (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Denial by Building Department,Application to Board of Appeals and Application to Board of Trustees A��a RECEIVED JUN 2 7 2019 -?3!K Location of action: 420 Schooner Dr. Southold NY Z—QNIN BOARD APPEAW Site acreage: 0.56 (24,799) Present land use: Single Finaily Dwelling Present zoning classification: R40 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: Steven Affelt (b) Mailing address: PO Box 762 Great River,NY (c) Telephone number: Area Code( ) (631) 553-6333 (d) Application number, if any: Will the action be directly undertaken, require funding,or approval by a state or federal agency? Yes ❑ No X❑ If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III–Policies; Page 2 for evaluation criteria. ©Yes ❑ No ❑ (Not Applicable- please explain) The proposed alteration to the existing residence is located within an established community of similar dwellings and clustered together as intended by the LWRP Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III–Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No O (Not Applicable–please explain) No historic or archaeological resources exist on the property. RECETYED JUN X 7 ZU1ol 13 ,� Attach additional sheets if necessary ?.ONiNG BOARD OFAPP Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes 0 No E (Not Applicable—please explain) The proposed addtiion to the existing dwelling can be viewed from the Long Island Sound. The project conforms to Policy 3 as it will conform to precedents set by other dwellings in the immediate vicinity. 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 0 No ® (Not Applicable—please explain) This property sits on a dredged canal connecting to the Long Island Sound and had a bulkhead incta11Pr1 in 1976 and is no longer natural Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Ed Yes 0 No © (Not Applicable—please explain) The proposed project has no impact on the water quality and supply of the Town of Southold 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. M Yes D No© (Not Applicable—please explain) This property sits on a dredged canal connecting to the Long Island Sound and had a bulkhead installed in 1976 and will not be altered under this project. . R � (' ECnl E® JUN 2, 7 2019 7335 ZONING kj Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. ❑ Yes ❑ No® (Not Applicable—please explain) The proposed project has no impact on the air quality of the Town of Southold Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® (Not Applicable—please explain) This property utilizes an onsite contained sanitary system that is not proposed to be altered in any fashion. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeL No® (Not Applicable—please explain) This property sits on a dredged canal connecting to the Long Island Sound and had a bulkhead installed in 1976 and will not be altered under this project. It does not reside on a public coast. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No © (Not Applicable—please explain) 135�' ryCE t tj I /l. 26 i nn Jul _G 6 �l1go _ �de oems u F ARM 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. EaYes ElNo I'7 Not Applicable—please explain Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. [:a Yes ❑ No® Not Applicable—please explain Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ ® Yes F] No Not Applicable—please explain i RECEIvED Board of Zoning Appeals Application JUN ., 7 2099 AUTHORIZATION ZONING WARD OFAPPEA (Where the Applicant is not the Owner) Robert Rogers residing at 1329 Broadway Ave I, (Print property owner's name) (Mailing Address) Holbrook,NY do hereby authorize Steven Affelt (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. ( w er sr nature) / Robert Rogers (Print Owner's Name) r" FORM NO- 4 �3 3s TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT Office of the Building Inspector ,JUN 7 2019 Town Hall Southold, N.Y. WARD OFAPPE4W CERTIFICATE OF OCCUPANCY No Z-18588 Date NOVEMBER 22, 1989 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property, 420 SCHOONER DRIVE SOUTHOLD, NEW YORK House No. Street Hamlet County Tax Map No. 1000 Section 71 Block 2 Lot 9 Subdivision HARBOR LIGHTS ESTS.Filed Map No. 4362 Lot No. 2 conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 15, 1986 pursuant to which Building Permit No. 14758-Z dated APRIL, 15, 1986 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH GARAGE & ATTACHED DECK AS APPLIED FOR The certificate is issued to ROBERT & MARILYN MORSCH (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 13-SO-45-JUNE 29, 1989 UNDERWRITERS CERTIFICATE NO. N-054696 - JANUARY 23, 1989 PLUMBERS CERTIFICATION DATED FEB. 20, 1989-THOMAS TAGGART Building Inspector Rev. 1/81 1 •• �' • • 111 1 1 1• M M I IVA IAgA '• R � 1 A. Y • 1 rK '•; r 1 •• �' • • tti t 1' q .x, r ., `� •.iii. X WAVE low t M r . .�,f., f! r ;,o, li I ;,.• ��I�I������I' rm�u��� ���1�������0� ���'�'¢�II�r- .ti:.: 1MR6161 �' • • 111 1 / 1• • .1 ` of t.. i v i `` IIIIIIIIIIII IMP%, � I � ` "•iii� �~�+�� .. v. /���I� v 1>45-- r TOWN * A - 7 OF SOUTHOLD PROPERTY RECORD CARD <0 STREET VILLAGE DIST. SUB. LOTzt — r (^ �9RMER OWN Q►71 �G le G !' E ACRS v k ,r�e✓f In) t(ma✓//L//? j�1o(�e0 S W TYPE F BUILDING ;, lun i -- RES. ,� I(7 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS f x e eT --- 1 L �PPn _ y y .1 0—ro Z `•' c1 J1%Z 3 l 1-7 //a' ��4�e. .� Q ud.. . �f3e S �i//it ea Ti 14 1,/� c' ✓ '1 ' �. //SCG; . 174_,f 2c�;/0c c- /,)e y ? ael c. %tip; ---- --'—� c. i �/ � L � 1� �� 793-- �''�d+�sGl►, +� 3 ( P� 'r c�c� �� rte!3o/o�f E BUILD NG COND1�1 /�Z 3( ��-LQ Z� NEW NORMAL BELOW ABOVE - -- - - ---------------- FARM - Acre Value Per Value Ac re --- -- ----- I FRONTAGE ON WATER Tillable -_-- _------- -- �� rT c FRONTAGE ON ROAD Woodland _ Meadowland - — DEPTH - __---. - ;a -- -- ---- --- - - BULKHEAD �*- House Plot _, T DOCK Total -- ---------- _ -- - WA e. ELIZABETH A. NEVILLE,MMC ®� ® Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 Cie REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER ,fi ® ®�. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER �Q( �� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A.Neville DATED: July 2, 2019 RE: Zoning Appeal No. 7335 Transmitted herewith is Zoning Appeals No. 7335 for Robert Rogers: ,/The Application to the Southold Town Zoning Board of Appeals Applicant's Project Description ✓Questionnaire _,,-Agricultural Data Statement ✓Short Environmental Assessment Form ,/Applicant/Owner Transactional Disclosure Form(s) �Agent/Representative Transactional Disclosure Form(s) �WRP Consistency Assessment Form �Notice(s) of Disapproval _Board of Zoning Appeals Application Authorization Certificate(s) of Occupancy Findings, Deliberations and Determination Meeting(s) Action of the Board of Appeals ,--'Photos Correspondence- Copy of Deed(s) Building Permit(s) ✓Property Record Card(s) ,Survey/Site Plan Maps- ,/Drawings Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, ect.) Misc. Paperwork- Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 07/02/19 Receipt#: 256892 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7335 $500.00 Total Paid: $500.00 Notes: Payment Type Amount Paid By CK#1127 $50000 Steven Affelt AIA Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 c Name: Rogers, Robert&Jean 1329 Broadway Ave Holbrook, NY 11741 Clerk ID: JENNIFER Internal ID.7335 i' T TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK C AFFIDAVIT OF In the Matter of the Application of: MAILINGS � - -- -- --------------.��-e_0f_�p_plicant/Owner ----——--- - ----- -- ---- --- - — - - -=`-�-- 'rW l "C,�q� � sI4 q 1 29 SGI�tyz. �p- SUP, `� SCTM No. 1000- � 2 (Address of Property) (Section, Block &Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ) Owner, ( Agent _Sj 4FK6L'r residing at -ll LEES 10 E -0jZ(;V_eA-t- I?kj k(Z 11 j 31 New York, being duly sworn, deposes and says that: On the 2& day of OCI-OW- L- , 20 I j , I personally mailed at the United States Post Office in 50v1;kti1✓D ,New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the X 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 applicant's,property. (Signa e Sworn to before me this 2,Tda q o , 201 ! p �TE'p q Dawn Johnson y.. Fo j NOTARY a-NotaO Public,State of New York PUBLIC,*! (Not y blic) NQualified in Suffolk County o 01YY06349053 °y' Ix1 Co unissi nEx Expires 10/11/2020 _ "" PLEASE list on 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. t,al Swice, S'. Postal gqrviqp, ru : CERTIFIED,MAIL@ Ica Do RECEIPT '. tERTIFIE"13' d I , ill' RECEIPT : mestid Mail nJy MAILP I Er DoOnly 43 C13 Certified Mail Fee $3.,go il di Er �k J AX L Ru i $ 0971 Ir, C.rtlf, I Mail Fee $3, (hardcopy) Extra Services&Fees &Fees(check box,add fee $ Extra Services 0.180 02 r-9 El Return Receipt 02 C3 11 Return Receipt $ (check box,add fee Pt(electronic) $ r=l El Return Receipt(hardoopy) $ C I 1-3 ❑Certified Mall Restricted Delivery $ E3 El Return Receipt(electronic) $ 0 D ❑Adult Signature Required ■ Here 10 C3 ❑El Certified Mall Restrict. I?l Postma $ d Delivery $ ;A Here C3 ElAdult Signature Restricted Delivery$ C-3 DAdult Signature Required $ A Ad% Postage El Adult Signature Restricted Delivery$ Postage Er C3 C3 $ Er M Total Postage and 0/28/2A ED $ CO $ S. m Total Postage andeQs rq ant o, r $ r3 h"(Ice,I Sent To Sliest W. / t. 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Postal$4-vi-ce ®R Iti CERTIFIED MAIL Ln PE,R,TIFIED'MAIL@ ru I RECEIPT RECEIPT .- C3 Domestic Mail Only, LJOmestic Aft'l only, C3 Er on, CEI NEST Certified M 71119-Trg-NTR�1161tl r9 r-q Certified Mail Fee — Er Fee $3.50 Ir $3.50 Of $ • 0971 $ Extra Services&Fees(checkbox,add f�eewm Extra�Services K�Fess(checkbaK,addfeeWpWaf�, 02 r=1 [I Return Receipt(harocopy) $ r El Return Receipt(hardcopy) $ C3 [:1 Return Rerelpt(electionlo) $ C ostmC3 El Return Receipt(electronic) $ gk C3 [:]Certified Mail Restricted Delivery $ #40 Here C3 El Certified Mall Restricted Delivery $ 1-3 E)Adult Signature Required 1 4; C-3 EjAdult Signature Required $ [3 Adult Signature Restricted Delivery I co E:3 []Adult Signature Restricted Delivery$ Er Postage Ir Postage C3 $ 0 t E3 $ M Total Postage ands 9 M Total Postage and EeEs irf rO $ CO S-nb"I TO w65 rq Sent To 17=1 C3 -----f;r��/eA4 F�amS, U , NFR andApt ------------------------—----------------------—---- rl- ----------------—------------------ Street W d ----------------- 5lf-Y-,-SRa--te-,--Z-1P-+--Ww-------------------------------------------1�---------------- --------------------------—-------------- I I I ; I . F-TWl r2r-1 ■ mo imm,Er pyn 43 1 U 9 A L IE " ErC6ritlecMail] e $3.3 $ U Is F� Extra Services&Fees(checkbo);add fee fwpwt.) Return Receipt(hardoopy) $ -C3 El Return Receipt(electronic) 1-3 ElCertiffedMallPos Restricted Delivery H r-3 [I Adult Signature Required 00 E]Adult Signature Restricted Delivery$ C3 Postage S E3 M Total Postage and ITS.65 ca $ - ----- 1--1 Sent To qjZ O Iz- tk4 01-S ----------------------------------------------------(ti Street anJApt"7Vo.;oi PE7 Boz -- uivw ti,:t!,8;7 -------------------------------------------—:11 ---- ir 113 25 732 N 325 732 I I r -73-35 - I I I l///.999r,J/ .19 X114 E 8 24 b 25 N 375 482 w N325482 INSERTA O VG SCALE 1,5O' —7 —0- / L SOA-1k dA) �` 3_ , ANS ,LD BAY _ - a► 1 5 PSA (,cx�� �v 2 �� S� - , Q 2 L 4� ,S �,z� ►�Y 1 dS I a 132--7 fe) (T6A-T' 45 Cb1% �- - __ _ j• �a ti -� iZ b -•� 7 8„ 9 ry 10 11 12 a= 16-1 9 c >ow 3 OA(c) 13 14 15 1152 24A(c) 1— DR 17 ,n 7 0 7 6 k R R r4r nol m N y 3130 a 28„ 27 9 26 t m+ 7-3 O , - a 20 f OA(c) , 16 ,m 3 2 a m ,m G � " 18 R ,m �U HTS m k ,z a_ y 11. .m 13A(c)% R 17 24 = 23 a ,� m -1 , �•j� 8 -113 O 10 `8;'w, ` k a e i m rq r®r 12 13 74 15 n .n a n r� Q R � � � .n 6+ � 18 nna NOME COUNTY OF SUFFOLK -}, "A�, omER.MseAUPROPrnnes TE �'a �y, MNNTENANGE.ALTEftATIGN yLLE CR Real Property Tax Service Agency _ µTppyNT DISTRIBUTION OF PNY PORTION OF THE . . GauntY center I F6ErNY 11S01 YwreR SUF,01.1T 0NTYTAE—SSS'PROF 9e •�5'' 0 N Y 1r r O.Uetw _ pn.,,u txwin Um LYSE— V.I PROPERT T SMI CEAG NC ' ap3' REAL PROPERTY TN(SERVIGEAGENCY c wcn.ce.gMUU�__—wn— rA+ _ __ v'__ ?'.rn'rN nvi'.''_5.•..�✓ys:l.) ::C"yr` -'y..ns.*w':et.��$�:�:'<°Y.'cf-�.�.Y'i •{''..��4�1','2,'-^'".^f:t":f�a,�'w.s .a'r.'.-°ei.+'✓--n'�' --- t�r:,'u,-�w•s:1+ ...Yry;s,��;;��ra.-' -.r,.',ac.axa..'... :�,_:�...a•.c+'.�u'Y'.»..'- i � z` 2 'a�: ' i a� A. Si COMPLETE SENDER-dOMPLETE THIS SECTjOf—,,. ■ Complete items 1,2,and 3. g � ■ Print your name and address on the reverse X Pgrden so that we can return the card to you. natur ❑Addressee f ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. ateDelivery or on the front if space permits. 1( 1. Article Addressed to: D. Is delivery address different from item 17 Yes j If YES,enter delivery address below: ❑No SOLA LL D, II I IIIIII III Itl I IIIIIII IIIIIIII IIIA I I II'I III 3. Service TYPO ❑Priority Mad Express ❑Adult Signature El Registered MallTm ❑Adult Signature Restricted Delivery ❑Registered Mad Restricted ❑Certified Mad® Delivery 9590 9402 5397 9189 4399 04 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on DeliveryMerchandise j 2. Article Number(Transfer from service label) r1 ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM /tJ I 3v ® ®t/V '� B 7S ❑Insured Mail ❑Signature Confirmation 1 1 ❑Insured Mad Restricted Delivery Restricted Delivery (over$500) PS Form 3811,July 2015 PSN 7530 02-000 9053 Domestic Return Receipt r _ � SENDER: COMPLETE THIS SECTION COMPLETE THIS f SECTIONDELIVERY ■ Complete items 1,2,and 3. nature ■ Print your name and address on the reverse Agent so that we can return the card to you. ❑"Addressee ■ Attach this card to the back of the mailpiece, IhReceived by(Pri ted Name) C. ate of Delivery or on the front if space permits. 1. Article Addressed to: D. Is I' �d�;gg�� i Brent from item 17 ❑Yes YM J L`.f t P/-)SQUA W L ,A 0 UC,C l ®�� �pdis �ress below. ❑No rq 00 it l llllli IIII III 11111111 IIIIIIII VIII I I II I I III Servide TyP��, �,,� ,; `w� ❑RegisteredPriority lMailMss� /+dult Sig tore � d t Sig;fure Restrlc d Delivp v 11 Registered Mail Restricted ❑ , Mad@. w Delivery 9590 9402 5397 9189 4399 11 13 Ce • tri11p Return Receipt for El Calle ill Merchandise 2. Article Number(Transfer from service label) ❑Collect on De i r cted Delivery ❑Signature ConfirmationTM o 87 5� ❑Insured Mad ❑Signature Confirmation ❑Insured Mail Restricted Delivery Restricted Delivery p PS Form 3811, (over$500)July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 1 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT - ; OF 9b /f In the Matter of the Application of: POSTING 5qv�QA NK- SCTM No. 1000- 11 — 2 — (Name of Applicants) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, � �1�( �� residing at CtZkW�- -ELV,-q— ,New York, being duly sworn, depose and say that: I am the ( ) Owner or (Agent for owner of the subject property On the day of dmlzo-L , 20 69 , I personally placed the Town's Official Poster on subject property located at: q2k Sc,k�yp Atc2 D?,- indicating Zindicating the date of 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) facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven ('7)) days prior to the date of the subject hearing date, which hearing date was shown to be �DyolP Z ` aON� (Owner/A6yent Sign ture) ,,11� JUo✓e�� � Sworn to before me this vl Day of , 20M. DENNIS G STRITTMA.TTER 1 Notify PIC - State of New York A07 UkP10 01ST6137 451 (Notary Public) Cu21 t,ec!u�5ufiolic County Uy Commis p Expires [A 12, 207�i * near the entrance or driveway entrance of property, as the area most visible to passerby BOARD MEMBERS ® ®f S®U,�� Southold Town Hall Leslie Kanes Weisman,Chairperson ® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® a� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �c®U ,� Southold,NY 11971 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, NOVEMBER 7, 2019 PUBLIC HEARING NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, NOVEMBER 7, 2019. r, 10:20 A.M. - JEAN AND ROBERT ROGERS #7335 - Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 9, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) less than the code required rear yard setback of 50 feet; located; at: 420 Schooner Drive, (Adj. to canal connected to the Long Island Sound) Southold, NY. SCTM No. 1000-71-2-9. The Board of Appeals will hear all persons, or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours and prior to the day of the hearing. If you have questions, please contact our office at (631) 765-1809, or by email: kimf@southoldtownny.gov Dated: October 24, 2019 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 L,_,AING BOARD OF APPEALS -_ MAILING ADDRESS and PLACE OF HEARINGS: 53095 Main Road, Town Hall Building, P.O. Box 1179 Southold, NY 11971-0959 (631) 765-1809 Fax 765-9064 LOCATION OF ZBA OFFICE: Town Hall Annex 1st Floor 54375 Main Road and Youngs Avenue, Southold website: http://southtown.northfork.net October 7 , 2019 Re: Town Code Chapter 55 -Public Notices for Thursday, November 7, 2019 Hearing Dear Sir or Madam: Please find enclosed a copy of the Legal Notice describing your recent application. The Notice will be published in the next issue of The Suffolk Times. 1) Before October 21st: Please send the enclosed Legal Notice, with both a Cover Letter including your telephone number and a copy of your signed, sealed and stamped Survey or Site Plan (filed with this application) which shows the new construction area or other request, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, to all owners of property (tax map with property numbers enclosed), vacant or improved, which abuts and any property which is across from any public or private street. Use the current owner name and mailing address shown on the assessment rolls maintained by the Southold Town Assessors' Office. If you know of another address for a neighbor, you may want to send the notice to that address as well. If any letter is returned to you undeliverable, you are requested to make other attempts to obtain a mailing address or to deliver the letter to the current owner, to the best of your ability, and to confirm how arrangements were made in either a written statement or during the hearing providing the returned letter to us as soon as possible: AND- not, later than October 28th : Please either mail or deliver to our office your Affidavit of Mailing (form enclosed) with parcel numbers, names and addresses noted, along with the green/white receipts postmarked by the Post Office. When the green signature cards are returned to you later by the Post Office, please mail or deliver them to us before the scheduled hearing. If any envelope is returned "undeliverable", please advise this office as soon as possible. If any signature card is not returned, please advise the Board during the hearing and provide the card (when available). These will be kept in the permanent record as proof of all Notices. 2) Not Later October 3011 • Please make arrangements to place the enclosed Poster on a signboard such as cardboard, plywood or other material, posting it at the subject property seven (7) days (or more) prior to hearing. (It is the applicant/agents responsibility to maintain sign until Public Hearing) Securely place the sign on your property facing the street, not more than 10 feet from the front property line bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both front yards. Please deliver or mail your Affidavit of Posting for receipt by our office before November 4, 2019. If you are not able to meet the deadlines stated in this letter, please contact us promptly. Thank you for your cooperation. (PLEASE DISPLAY YOUR HOUSE NUMBER ALWAYS). Very truly yours, Zoning Appeals Board and Staff Ends. TYPESET- Wed Oct 16 09.52.53 EDT 2019 less than the code required rear yard setback the top of the bluff,located at 745 Aquaview LEGAL NOTICE of 50 feet;located,at.420 Schooner Drive, Avenue, (Adj to Long Island Sound) East SOUTHOLD TOWN (Adj to canal connected to the Long Island Marion,NY SCTM No. 1000-21-2-9 ZONING BOARD OF APPEALS Sound) Southold, NY SCTM No The Board of Appeals will hear all persons THURSDAY,NOVEMBER 7,2019 1000-71-2-9 or their representatives,desiring to be heard at PUBLIC HEARINGS 10:30 A.M. - ELIAS AND JEANNINE each hearing,and/or desiring to submit writ- NOTiCE IS HEREBY GiVEN,pursuant to KASSAPIDIS#7336-Request for Variances ten statements before the conclusion of each Section 267 of the Town Law and Town Code from Article XXIII,Section 280-124 and the hearing Each hearing will not start earlier Chapter 280(Zoning),Town of Southold,the Building Inspector's May 24.2019,Notice of than designated above.Files are available for following public hearings will be held by the Disapproval based on an application for a review during regular business hours and SOUTHOLD TOWN ZONING BOARD OF permit to construct additions and alterations prior to the day of the hearing if you have APPEALS at the Town Hall,53095 Main to an existing single family dwelling,at, 1) questions,please contact our office at,(631) Road, Southold, New York on less than the code required side yard setback 765-1809, or by email- kimf@ THURSDAY,NOVEMBER 7,2019. of 15 feet; 2) less than the code required southoldtownny gov 9:30 A.M.-PHILLIP AND LINDA KER- combined side yard setback of 35 feet, 3) Dated.October 24,2019 MANSHAHCHI#7330-Request for a Vari- more than the code permitted maximum lot ZONING BOARD OF APPEALS ance from Article IV,Section 280-14 and the coverage of 20%; located at. 1055 Sound LESLIE KANES WEISMAN, Building Inspector's May 17,2019,Notice of View Road(Adj.to Long island Sound),Ori- CHAIRPERSON Disapproval based on an application for a ent,NY SCTM No. 1000-15-3-13 BY:Kim E.Fuentes permit to legalize an"as built"second story 10:50 A.M.-JOHN MCCALL#7337-Re- 54375 Main Road(Office Location) on an existing single family dwelling;at, 1) quest for a Variance from Article XXIII,Sec- 53095 Main Road(Mailing/USPS) less than the code required front yard setback tion 280-124 and the Building Inspector's P.0 Box 1179 of 60 feet,located at 7213 Great Peconic Bay April 18,2019,Notice of Disapproval based Southold,NY 11971-0959 Blvd , Laurel, N Y. SCTM N o. on an application for a permit to legalize an 2407970 1000-126-10-1 2. "as built"deck addition to an existing single 9:40 A.M. - ALVARO MARTINEZ- family dwelling; at, 1) less than the code FONTS #7332 - Request for a Waiver of required side yard setback of 10 feet,located Merger petition under Article II,Section 280- at 1073 Montauk Avenue, Fishers Island, 10A,to unmerge land identified as SCTM No. NY SCTM No 1000-10-8-1 1 1000-111-6-5 which has merged with SCTM 1:00 P.M.—GREGORY AND BARBARA No. 1000-111-6-6,based on the Building In- WOOD#7354-Request for Variances from spector's May 2,2019 Notice of Disapproval, Article XXIII, Section 280-124, and the which states that a non-conforming lot shall Building Inspector's September 3,2019 No- merge with an adjacent conforming or non- tice of Disapproval based on an application conforming lot held in common ownership for a permit to construct a patio roof,at 1) with the first lot at any time after July 1.1983 located less than the code required rear yard and that non-conforming lots shall merge un- setback of 50 feet; 2) more than the code til the total lot size conforms to the current permitted maximum lot coverage of 20%;lo- bulk schedule requirements (minimum cated at 840 Marlene Drive,Mattituck,NY 40,000 sq ft,in the R-40 Residential Zoning SCTM No 1000-143-2-20.1. District);located,at 2405 and 2495 Vanston 1:10 P.M.—THOMAS GEISE AND PAU- Road,Southold,NY.SCTM Nos.1000-111-6- LETTE GARAFALO#7339-Request for a 5&1000-111-6-6 Variance from Article XXIIi, Section 9:50 A.M.-DANIEL J.PACELLA AND 280-124 andtheBuilding Inspector's June 20, CATHERINE A. PACELLA#7333 - Re- 2019,Notice of Disapproval based on an ap- quest for a Variance from Article XXIII,Sec- plication for a permit to construct additions tion 280-124 and the Building Inspector's and alterations to an existing single family May 30,2019,Notice of Disapproval based dwelling,at, 1) less than the code required on an application for a permit to legalize"as side yard setback of 15 feet,located at 2195 built"additions and alterations to an existing Nassau Point Road,(Adj.to Hog Neck Bay) single family dwelling; at, i) less than the Cutchogue,NY SCTM No. 1000-104-13-4 code required rear yard setback of 50 feet; 1:20 P.M.—PAUL PAWLOWSKI#7349- located at 25 Moose Trail,Cutchogue, NY. Request for Variances from Article X,Section SCTM No. 1000-103-4-3 280-46;Article XXIIi,Section 280-127,and 10:00 A.M. - STEVEN AND JACI OS- the Building Inspector's August 7,2019 No- DOBY#7331-Request for a Variance from tice of Disapproval based on an application Article XXIII, Section 280-124 and the for a perma to alter an existing single family Building Inspector's June 11,2019,Notice of dwelling into offices with an accessory Disapproval based on an application for a apartment and for the pre-existing accessory permit to reconstruct a deck attached to an cottage to be converted into a single family existing single family dwelling, at, 1) less dwelling;at 1)more than one use proposed than the code required side yard setback of 15 upon a lot measuring less than 20,000 sq ft in feet,located at 605 Bay Shore Road,(Adj to area,not permitted,2)single family dwelling Pipes Creek) Greenport, NY. SCTM No located less than the code required side yard 1000-53-3-8 setback of 15 feet,3)single family dwelling 10:10 A.M. - JOHN AND KIMBERLY located less than the code required rear yard KEISERMAN#7334-Request for a Vari- setback of 35 feet,located at 715 Pike Street, ance from Article XXIII,Section 280-124 and Mattituck,NY SCTM No 1000-140-2-22 the Building Inspector's June 19,2019,No- 1:30 P.M. — SUSAN AND TIMOTHY tice of Disapproval based on an application MILANO #7293 - Request for Variances for a permit to make additions and alterations from Article III,Section 280-15,Article IV, to an existing single family dwelling,at, 1) Section 280-18,Article XXII,Section 280- more than the code permitted maximum lot 116A(1)and the Building Inspector's Febru- coverage of 20%; located, at 1170 Willow ary 11,2019,Notice of Disapproval based on Terrace Lane,(Adj to Orient Harbor),Orient, an application for a permit to constrict addi- NY.SCTM No 1000-26-2-23 tions and alterations to an existing single fam- 10:20 A.M.-JEAN AND ROBERT ROG- ily dwelling and construct an accessory swim- ERS #7335 - Request for a Variance from ming pool,at, 1)swimming pool located in Article XXIiI, Section 280-124 and the other than the code required rear yard, 2) Building inspector's May 9,2019,Notice of additions located less than the code permitted Disapproval based on an application for a side yard setback of 15 feet.3)additions lo- permit to construct additions and alterations cated less than the code required 100 feet from to an existing single family dwelling;at, 1) #0002407 97 0 STATE OF NEW YORK) )SS: COUNTY OF SUFFOLK) Kimberly Gersic of Mattituck, in said county,being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES ,a weekly newspaper,published at Mattituck,in the Town of Southold,County of Suffolk and State of New York,and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 weeks(s),successfully commencing on 10/31/2019 . Principal Clerk Sworn to before me this day of CHRISTINA VOLiNSKI NOTARY PUBLIC-STATE L0-STATE F NEE YORK 050 Quaivied In Sulloik county tB.2020 My commission Expires February i4CjT1t'M0E U' F HEARli4u The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road, Southold: 'AME : ROGERS , JEAN AND ROBERT #7335 ZA_ C T M # : 1000-71 -2-9 VARIANCEN YARD SETBACK r,EQUESTm CONSTRUCT ADDITIONS AND ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING DATE : THURS . , NOV. 712019 10 : 20 AM If you are interested in this project, you may review the file(s) prior to the hearing during normal business days between 8 AM and 3 PM. ZONING BOARD OF APPEALS-TOWN OF SOUTHOLD (631 ) 765-1809 1 BOARD MEMBERS ��OF S0(/T�o - Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O !� 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes y@ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ycour�v,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 June 28, 2019EVE D gg�� °� Mark Terry, Principal Planner R1. LWRP Coordinator Planning Board Office JUN 2 8 2019 Town of Southold Southold Town Town Hall Annex Planning Board Southold,NY 11971 Re: ZBA File Ref. No. # 7335 ROGERS, Robert ' Dear Mark: We have received an application for additions and alterations to an existing single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (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 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie . Weisman Chai on By: Encl. Survey : Michael K. Wicks Dated : Jan. 9, 2019 BOARD MEMBERS *0f SUy� Southold Town Hall Leslie Kanes Weisman,Chairperson 1p 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. ^a 54375 Main Road(at Youngs Avenue) Nicholas Planamento OyOWN% Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 June 28, 2019 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 #7335 Owner/Application : ROGERS, Robert ' Action Requested : Additions and alterations to an 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 If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. eisman ZBA i erson By: Encls : Survey : Michael K. Wicks Dated : Jan. 9, 2019 t BOARD MEMBERS � -0f soy0Southold Town Hall Leslie Kanes Weisman,Chairperson 1p 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �Q Town Annex/First Floor, Robert Lehnert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento �COU NTY,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 November 26, 2019 Steven Affelt P.O. Box 762 Great River,NY 11739 Re: ZBA Applications#7335 Rogers, 420 Schooner Drive, Southold SCTM No. 1000-71-2-9 Dear Mr. Affelt; Transmitted for your records is a copy of the Board's November 21, 2019 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. We have enclosed two Propery Owner's Statements, in accordance with the condition of variance relief approval. These documents must be acknowledged with the owner's signature before a notary, and then submitted to the Building Department and the Office of the Zoning Board of Appeals prior to applying for a building permit. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please call the office. Sincerely, Kim E. Fuentes Board Assistant Encl. cc: Building Department I F-� N 325732Im114 90ev+- - 19 _ - 0 24 / u J�JV\' t - � 025• N 325.482 m ! s - N 325 482 ' �)® INSERTA � • -7_f/��� T=SBS -71 ' �- -7/ - -1r � SOLD BAY u 4 c " F S 16 1 •\ �•� x Pn. 3 OA(c) 7 8 9 10 r 11 12 `13- 14 15 162 2.4A(c) ,m m ray DR a v (Sol'� 7 6 rn mk - 29 s 28 a 2 ' ae 13 Oft) ,m 5 4 _ 1ifAR60RU ' 3 ru, 32 31 7 s 26 2 16 8 m 18 G11T3 ,m 25 a 21• ,m "1-3A(c)/ r7 �p �R7FIFl� m u 14 75 d aP .4 9 Irm rnl ,'; s ra o T a: DR a ,� 18 ml a 1 167R y w$ so 112 O rw atR r7�J �/ �• COUNTY OF SUFFOLK wee ORyy�gEµyPitOPER8E5 NOTICE ��.rJl, Y - -- Ma4rNDyM�m N- "//%nn^^„"- Fp,apNNp pSTNIC,S Real Property Tax Service Agency mmlaerf ltr SEYla MAINTENMICE,ALTERA770N,SALE 00. PNuu deM U•^ --R 5 IwpgAN, DISTRIBUTION OFMIV POfRION OF THE County Cenler EINFEIad,NY11901 n Rrrelomd w.--pT�"�L YwTER�� SUFFOLKCOUNTY TAX MAP IB PROHIBITED K'^ BCNEIN FEET'S F 41 I vur Ooela lme --w LlmlT� 4mwM1�Wmw 11�-- RERISE- WITHOUT WRITTEN PERMISSION VICEA ENCY � tgapmuum --L-- µigUUWCE �� REALPROPERTYTAX BERVICEAGENCV µ_t.. _ '`�",-_--ate• �'i�.;w•....r.,:-`3-.'2:x' ___— -- —_. _ - ,:G�++•- xw*-.�:i= ,.%:>.-ami k.a`1�'.:.:.,,'-..' - ��.-.�;-..�.s.�s:� l� BOARD MEMBERS *0f SUUjyOSouthold Town Hall Leslie Kanes Weisman,Chairperson ,`O l0 53095 Main Road•P.O.Box 1179 .�, Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes YQ Town Annex/First Floor, Robert Lehnert,Jr. O! 54375 Main Road(at Youngs Avenue) Nicholas Planamento �'rouffm Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 January 29,2020 Steven Affelt,AIA P.O. Box 762 Great River,NY 11739 Re: Request Denied, File#7335 Rogers,420 Schooner Drive, Southold SCTM No. 1000-71-2-9 Dear Mr. Affelt; I am in receipt of your email correspondence dated January 6,2020, inquiring about a condition of ZBA approval No. 7336, dated November 21, 2019",that the existing sanitary system installed on the above subject premises be upgraded to an Innovative Advanced(UA) Septic System that has been approved by the Suffolk County Department of Health Services." In your email you express your concern about the aforementioned condition that was imposed upon your client's variance relief. You stated that installation of an I/A septic system was not discussed during the hearing, and that you ask to speak with someone who can explain how the condition was added to the decision. It is this Board's policy,together with other Town Agencies,that when rendering a decision to grant permission for improvements that may possibly impact local waterways,wetlands, and coastal areas preventive method, such as an Innovative Advanced septic system are routinely imposed as a condition of approval. Furthermore, according to NY Town Law 267-c, any challenge to the Board's decision will require a supreme court filing of an Article 78 within thirty days of filing of a decision with the office of the Southold Town Clerk. As previously requested, please submit to this office,two completed and signed Property Owners Statement,which I have attached,herein. J ly, <a es Weisma Chairperson cc: Michael Verity, Building Department Fuentes, Kim From: Steven Affelt <steve.affelt@gmail.com> Sent: Monday, January 06, 2020 6:38 AM To: Fuentes, Kim Cc: Sakarellos, Elizabeth; Westermann, Donna Subject: RE: ZBA Reminder: #7335 Rogers Good morning Kim, I was on vacation and received your messages and emails today.We received the conditions after the hearing however, there was a condition to install a new septic system that was not discussed during the hearing. Is there someone who I can speak with that can explain how this was added to our conditions? Steven Affelt,AIA I Registered Architect I https://www.architecturefirmgreatriver.coml I Cell(631)553-63331 PO Box 762 Great River,NY 117391 From: Fuentes, Kim <kimf@southoldtownny.gov> Sent: Friday,January 03, 202011:27 AM To: 'steve.affelt@gmail.com' <steve.affelt@gmail.com> Cc:Sakarellos, Elizabeth<elizabeth.sakarellos@town.southold.nv.us>;Westermann, Donna <donnaw@southoldtownny.gov> Subject: ZBA Reminder: #7335 Rogers H i, Today, I called your office to remind you that the attached statements are to be signed by your clients and returned to our office. Please keep in mind, pursuant to the determination of November 21, 2019, that the variances granted are subject to conditions, and that failure to comply with those conditions will render variance relief null and void. Kim E. Fuentes Secretary to the Zoning Board ofAppeals Town of Southold 54375 Main Road Southold, NY 11971 631-765-1809,Ex 5011 E-mail:kimf@southoldtownnx o Mail to:P.O. Box 1179,Southold, NY 11971 i