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HomeMy WebLinkAbout7978 lit?rno ��s% ��s Per, CO&e 0-0 n ►D pi tp f I Is d.7 4 15 / A( N, VDss f?a� a(�1 s Fi c_bv c rs ,3 3 sy ago— go h Owner: Carla Sciara File#: 7978 Address: 1525 Old Orchard Rd Code: 18RL Agent Info Steve Affelt, AIA J P.O. Box 762 Great River, NY 11739 Phone: 631-553-6333 Fax: Email: steven.affelt@gmail.com No A67 �� S-�bp U'v! Ova(.�v�S BOARD MEMBERS ��OF SUUr�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`4 l® 53095 Main Road-.P.O. Box 1.179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. v, Office Location: p� Town Annex/First Floor Nicholas Planamento r1h a Margaret Steinbugler Z71 on 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS d' 4itAo( 6 9:5o pfm TOWN OF SOUTHOLD 4�= Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 6,2025 ZBA FILE: 7978 NAME OF APPLICANT: Carla Seiara & Lester Hilbert PROPERTY LOCATION: 1525 Old Orchard Road, East Marion,NY SCTM No. 1000-31-15-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE:-This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 10, 558 sq. ft. non-conforming parcel located in an R-40 Zoning District. The property is located on a corner with a road frontage of 129.06 feet along North Lane, then turns southeast for 50.00 feet before running 115.95 feet southwest to Old Orchard Lane, then turns northwest for 120.00 feet with a road frontage along Old Orchard Lane while returning to North Lane. The property is improved with a one-story residence with an accessory garage as per information taken from survey prepared by Michael Wicks,Land Surveying, dated October 7,2023. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 207A(b); and the Building Inspector's August 8,2024 Notice of Disapproval based on an application for a permit to demolish as per Town Code definition, and reconstruct a single family dwelling at, 1) located less than the code required minimum primary front yard setback of 35 feet; 2) located less than the code required minimum secondary front yard setback of 20 feet; 3) located less than the minimum rear yard setback of 35 feet; 4) more than the code permitted maximum lot coverage of 20%; 5) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area located at: 1525 Old Orchard Road,East Marion,NY. SCTM No. 1000- 31-15-3. RELIEF REQUESTED: The applicant requests variances for the following: 1. The primary front yard setback is 27 feet,4 inches where the minimum required by code is 35 feet. 2. The secondary front yard setback is 3 feet where the minimum required by code is 20 feet. 3. The rear yard setback is 24 feet, 10 inches where the minimum allowable is 35 feet. Page 2, March 6,2025 #7978. Sciara SCTM No. 1000-31-15-3 4. The lot coverage is 27.1 %where the maximum permitted by code is 20%. 5. The code permitted maximum gross floor area is 2,169.75 sq. ft,and the proposed is 2, 333 sq.ft. ADDITIONAL INFORMATION: At the public hearing on January 9,2025,testimony was given by the applicant's architect,who stated that the project was a technical demolition,and the work would not extend beyond the footprint of the legally existing non-conforming setbacks, as noted on Certificate of Occupancy # 1334 dated May 9, 1962. The proposed gross floor area(GFA)was discussed relative to exceeding the Town Code permitted calculation, and the applicant's architect was asked if he would like the option of submitting GFA averaging of the dwellings in the immediate neighborhood, as permitted by code, in support of the application. The hearing was adjourned until the Special Meeting to provide time for the architect to do so in accordance with current ZBA guidelines for GFA averaging. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant submitted a plan,revised February 11, 2025,reducing the proposed lot coverage from 27.2%to 22.1 %by removing an above grade deck,thereby bringing the plan into more-conformity with the Town Code. In addition,the applicant's architect submitted calculations of the average gross floor area of other dwellings in the immediate neighborhood which verified that the proposed GFA of 2,333 sq. ft. is less than the average 2,354 square foot gross floor area of the other homes on surrounding properties. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2025, at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variances,AS AMENDED will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The current neighborhood is a mix of one- story and large two-story residences on parcels with similar non-conforming setbacks as the subject dwelling. The addition of a second story to the current one-story dwelling,which complies with the gross floor area averaging and sky plane requirements in the Town Code, will in no way cause an undesirable change in the character of the neighborhood. In addition,the subject lot is an irregular,triangular shaped lot with two street frontages,both private roads, and the side property lines of the subject lot are screened from view by existing vegetation. 2. Town Law 4267-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 current residence sits in a non-conforming location with a Certificate of Occupancy dating back to 1962. Any work on the subject residence or existing accessory building (garage)would require variance relief. 3. Town Law 4267-b(3)(b)(3). The variances granted herein,AS AMENDED, are mathematically substantial: 1. The primary front yard setback of 27 feet,4 inches represents a 22%relief from the code. 2. The secondary front yard setback of 3 feet represents an 85% relief from the code. `3. The rear yard setback of 24 feet, 10 inches represents an 30%relief from the code. 4. The lot coverage, as AMENDED, of 22.1 %represents 10.5% relief from the code. 5. The proposed 2,333 sq. ft. gross floor area is less than the allowable(by using averaging)of 2,354 sq. ft. However,the proposed additions to the existing residence remain within the current footprint of the legally existing non-conforming setbacks; and the proposed construction is less than the average gross floor area of the dwellings in the surrounding neighborhood and do not violate the pyramid setbacks (sky plane). Further, the architectural design of the proposed renovation is also in keeping with the character of the neighborhood. Page 3,March 6,2025 #7978. Sciara SCTM No. 1000-31-15-3 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this Board. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate enable the applicant to enjoy the benefit of a two-story residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento,and duly carried, to GRANT the variances as AMENDED and shown on the plans and site plans drawn by Steve Affelt, Architect, last revised February 11,2025,and Gross Floor area calculations received by the Board on February 4, 2025. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued 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 ofnonconformity,Provided de minimis reliefis requested within one year ofthe date ofthis decision. Any time after one year,the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,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,demolitions,or demolitions exceeding the scope of the relief granted herein,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. Page 4,March 6,2025 #7978. Sciara SCTM No. 1000-31-15-3 TIME LIMITS ON THIS APPROVAL: 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson), Planamento,Acampora,Lehnert and Steinbugler(5-0) Leslie Kanes Weisman,thairperson Approved for filing 3 / 7 /2025 r, r r,ri„. ,rrr ,r r,/•,r , r, .r r ,., i/ Fri ,,/ •/• r . //,%'„< ,rrr;, .:;" .rr,, < , ,., „ ;;.,, ;r➢ ./s%ir'v.. r>/s„ , ,,r , C ".i,. i , , / .. i .. r/ „ uul Mww E" E AFFELT T , j r r — m i r r r r ; „ r r / p r r :::. , , r>j t : , e i / r, r' / r ,, r / r.;r ...,.. , , r r r. r ,,.,,,. j;i . .. " r .. A R IT E C T D"�IT . r rr: „ I N T,E,R�AT r „ PH ONE: / r ' < "i r , PO OX 2 rr „ „ r: , A , bN"Y" 6REA T RIVER ✓J YOR 1173q r Drr r. rr /r .,. rr / ...,, %.... . .... . ...::::.. C rr, ' r „ ... . . .., . .:..,. r > r r ,r r r .rrr>rr GON5UL TANT: PLOT PLAN SCALE : V =20'-T SCOPE OF WORK: FROP05ED ADDITION TO EX15TIN6 I-5TORY 51N6LE FAMILY DWELLING. (3) BEDROOM5 $ (2) BATHROOMS. PROP05ED SCREEN ROOM. NEW SANITARY 5Y5TEM. NEW \ ROOF OVER PORCH. PROP05ED 6ARABE WORK AND OUTDOOR 5HOWER FILED SEPARATELY LOT COVERAGE CALCULATION STORM DRAINAGE DATA ZONING ANALYSIS DESCRIPTION 50 FT 2" RAIN \ DWELLING alb a.2 % NEW DWELLING, PORCH $ NEW PAVED 5URFACE5 ADDITION 737 b.a% � GARAGE 361 3.4% DESCRIPTION 50 FT 2" RAIN � BOROL ROOF-OVER PORCH 67 Oh% NEW PORCH la4 32 GF �� ��� DECK 532 5.0% DWELLING 1,715 2&4 \\ �/ BLOCK e 5GREENED PORCH la4 1.&% GARAGE 361 60 ��\`�/ D15�'RIGT' ZO&Z R-4O TOTAL 2,5675F/10,1555= 27.2% TOTAL 2,26a 56FT 376 GF(2,802 GAL) a P W/54r OPTIONAL 51ZE5: GONSi�LY14AS CARS& rrm b I. (3) &'-O"(P X 4'-O"DEEP =511 GF (3,534 GAL) �/�/� OGGlA34:SHGYi ivy R-1 SOT Typa � i LA� KEY PLAN 45 NORTH LANE - 1LOT �' .� PUBLIC WATER $ 51TE PLAN NOTES: 1r�€°SGRI�YlOR1 I '-0"X 14 5Q�? 4t i� ON-51TE SEPTIC 1) NO 5URFACE WATERS OR WETLAND5 LOCATED WITHIN 5Y5TEM 300'OF LOT 2)ALL LOTS OWNED BY OTHER5 WITH 150'OF LOT I� ) OFF F .Y vNal P16 OA2 FAMY D1�91J111E3 OAS AWN Y D1 1a CONNECT TO PUBLIC WATER N 1�.OT C�� 44,OOb IO,�ib 5G1�Y' IO,�b SCAT(ENO Ci"�c' .,) �1a5Tld.�P1E3P�-GOf�.Y � r a °°�'°''�` a I � �.OT �O'-O° 1�5'-O° IE3'-0°�0 GL�4 .� �SY N4�f�!-GOI"P�Y a � � '.•Q Mix slim A.0M AM 2)OF-io w ooAzw lAn samr 1ST R. IM¢�62 w w� 1530 OLD ORCHARD � � �O 125 NORTH LANE - �w RD - PUBLIC WATER ° ® vmasawaons $ ON-51TE 5EPTIG ® PUBLIC WATER $ 5Y5TEM Or ON-51TE 5EPTIC nww YID 50'-O° PLOP WWI N-11° 645�i IF.�P1�KC42 LY 0, SYSTEM 5tD�YrRI�! ) 1�'j�' , I R YAW 1 .��0'-O° 3�'-O° 50'-3° SYfie16�Y a �s 0 s W6 I"t�1L��6i�6fi.4i' 4-�b1 3;2-W STOR S 2 I-W,2 STORES Yk'S zvl� � �� NO. DATE DESCRIPTION � THE INFORMATION PORTRAYED ON �ObD � 00 71 12/04/23 155UED I OR REVIEW (��yy TH15 51TE PLAN WA5 TAKEN FROM H• •c*syI��YlO�I!1 TAN 'P PLAN IS TO GOP TO m w0 nsoy ;`i cax Om v Z a,.�G�-RIG M�wAa#j,AM 02 01115124 REVI5LC, A5 PER COMMENTS A 5URVEY PERFORMED BY Ft WORK 15 TO CM Ly WIY'r?M 2=I��.CODE Otm P!Y5�AU I RK 15 TO GOP 1 TO M�D EC am RAM 03 08/08/24 REVI5ED A5 PER GOMMEN MICHAEL K WICK5 LAND T5 C SURVEYIN6 ON OCT 7TH 2O23 O 5"l Al yt-Y'P TOW W SOUP+ W AT WST 24 5 BW 00 MOW 7W 46 Q f131OR TO'P°r�5T�RT�GOPSYRLk;;EOF! 04 02/I I/23 REYIS�D ;�P5 PER ZONING COMMENTS �o�'CAD 3) V-O"( x 4'-0"DEEP 5TORMWATER DRYWELL O o - �� EXISTING DECK 8" - ,� ABOVE GRADE To BE „ BUILDING Fl-_AN REVIEW NOTE: REMOVED CARACE a-8 1/2 K I TGHEN 13-7 CAI � `--' FINAL MAP r REVIEWED BY ZB / I -T �jo �� 255 NORTH LANE - __..... A Q� PUBLIC WATER DECISION#' '1 ON-51TE 5EPTIG _._.::: r"' :....:: _-._: �.. 5Y5TEM , DATED: �_3 r� a Or 8'-O"O X 8'-O" DEEP 505� I �— —� !LJ ..... � ...:::::::::............ - ` � ... ...................... . .................. .. . . EXPANSION TANK h `M\ EXISTING WATER LINE _...... ,.......-........ _........... ,J .............. ....... ::::: — O /y LAUNDRY ROOM ADDITION GRAVEL - T � HOU5E GLEAN OUT TO I/A OWTS = --- POOL 4"0 APPROVED GLA55 2400 25.0` DRIVEWAY •� � 27'-4" - - < �p������ PIPE PITCHED AT 1/4"/FT I`'R I MA RY „ �� '� �® ROOF OVER PORCH 15T � 2ND STORY ADDITION 15 b FRONT Y�I�D � R/0 I 24 -ID • Z GARAGE ADDITION AND 27 -4 CON 1 OUTDOOR SHOWER / .._.... _. 5°39 8 -102 , • FILED SEPARATELY PRIMARY �O -4 �, / ;,�� .___..... :.M = 750 6AL FUJI -'�y c� (� W CLEAN ° I/�OIV� YD � � p C9 � �...::.:::::::..:.:....:...::..:....:...... �..........:::::....:...... ` PROJECT NAME ��^^ ® v� -P� .::::::::::::::::::......._.......... - - P � � ° Q ' �, _._._.__.._.__.................................................................._.........__. ........ ......,......................,, ................... ® - 525 OLD ORCHARD R � CONC. � C C� _ 1 015TRIBUTION BOX � .0` 4 �'°� o °itz- ," r = ° Q i - w ® ° ® o _ -- 8 4 ►/2 �, ADDITION I/A OWT5 TO LEACHING POOL � 4"(P APPROVED GLA55 2400 �. ® ® STREET ADDRESS: 1525 OLD ORCHARD RD PIPE PITCHED AT I/8°/Fr r� 4 5°39 PORCH ADDITIONS OARA(5E • ' \ C' 4X�0 ® CQ TE: EAST MARIDN NEW YORK co�V I \ --- � � � ® 10'-O° 2'-O" 8'-O" - POSTAL GODS: 1193Q GBN� _ 25.2` - _, -- SHOWIER � � FFE 24'-O" � 5GTM #: - - � 1000 031.00 15.00-003.000 51 TE NUMBER: -- 1"0 AIR I —— 1 \1 GRADE ODE 23'-2° GRADE 23'-O" NEW �- ►� \' i N _ C E �\ ✓ /) in/FT PITCH PP TEST BORE I O I= .� / _ MIN -� A"/FT PITCH �/FT PITCH TITLE PAGE, MIN -� 01�rG INDEX OFT e� _, , I.E. 21'-8" MIN -� ,.;.4.,.......,.,..I.,.r & » LOT 5 GLEAN OUT LI.E. 21-5" SITE � 3'� VENT _ � .� ®® ® ®L — — — — — — — — s 4„P� T YP I.E. 21'-3" " FE.O.� N 4 MIRE FE. FE.0.5 I.E. 21-2 I.E. 21-I ®® ® ® ® ® 91: PLAN If 21'-0" ®® ® ® ® ® C o 1 I670 OLD ORCHARD g g M0N° 50 SYLVAN DR ®® ® ® ® ® ��I RD - PUBLIC WATER MON. — �®�� �� � /'�° Q � - PUBLIC WATER r $ ON-51TE SEPTIC �[/ // �J ON-SITE ELEV Ib'-7" ®® ® ® ® ® 12 5E G��, 10 PROJECT NUMBER:2023-0023 I 1655 OLD ORCHARDS 58 SEPTIC SYSTEM !` �JEN INITIATED DATE: II/10/23 5Y5TEM FUJI GLEAN GENT ®® ® ® ® ® '�' �► DRAWN BY: SBA RD - PUBLIC WATER ALARM PANEL,BLOWER IN HOUSING AND I P AIR LINE TO GENT TANK. � 8 ON-51TE SEPTIC TANK MU5T BE IN VIEW PF CONTROL PANEL AT TIME OF IN5TALLATION 750 GAL ®® ® ® o o CHECKED BY: 65 5Y5TEM LOT T 0� " � ®® ® ® EM � � � DRAWIN6 NUMBER: € 3 TANK VENT. SEE DETAIL 3/6-100. MAINTAIN MIN I-O FROM PROP LINE ® o o c!� AND 3'-0" MIN FROM ANY DOOR OR WINDOW ERXEM IN6DGE55POOL TO BE SANITARY RISER o 0 0 0 0 0 o ELEV 'yam_ _ ! P PP P P 13'-5PP 761 A Q�" C-001 • ufto SCALE = N.T.S. B.O. B-O X&-O OFNEW�o DEEP LEACHING POOL PA6E: NAILINES AND sTRAPPI AT 96M To E WAM T10N OEM& fallDETAIL (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NI=W ADDITIONS) TYPICAL RIVII STRAP USE 5IMP50N G516 NOTE: FA5TENINO RECOMMENDATION5 FOR SIDE-LOADED, TABLE 3.1 NAILING 50HEDULE/FRAMIN6 d 5HEATHIIISTEVE AFFEE T ALL STRAPPING TO BE I-I/4"xl6 GAUGE STEEL OR 'SIMPSON' 5TRUGTURAL R106E USE 51MP50N L55U4IO MULTIPLE-PIECE MEMBER5 EQUIVALENT- C516 (COILED STRAP) ALL COIL 5TRAPPIN6 TO IUNO JOIsr BUILDING ELEMENTS #OF COMMON NAIL5 #OF BOX NAILS NAIL 5PACIN6 HAVE A MINIMUM OF 12" BEARING ON WALL 5TU05 (ALL NOTE: FOR CATHEDRAL GEILIN6 AT SLOPING Rocs RAFTER F__ NNH+ILr=v' Bill STRAPPING SHALL BE INSTALLED AS PER MANUF. 5PEC5) - - - - - , ,Tea 5 raOv Ibd �ro> ROOF FRAMING " HI"PECT RAFTERS OR RAFTER TO HEADER CONNECTION 51MPSON" U YLA RAFTER TO TOP PLATE - TOE NAILED SEE TABLE 3.4a SEE TABLE 3.4a PER RAFTER A R Cw'o' ALL STRAPPING TO BE � I6" O.G. ALL CONNECTORS IN PROVIDE 'S1MP50N'L55U28 SLOPEABLE HANGER. N coH4rgoN �"��0 4 CONTACT w/P/T WOOD SHALL BE FIN15HED w/ 7MAX'POST rOP PLATE (;w. • 12"Or- b • 12.O,c. • O.G.5T • 12"0.6. � o 6"O.C. IN ADDITION TO 5TRAPPINS, A RIDGE. HOT-D!P 6ALVANfZED OR STAINLESS STEEL. BEAM SELECTION w/ STD. NAILING AS NOTED IN NOTES 7&8 GL6. J015T TO TOP PLATE - TOE NAILED SEE TABLE 3.4a SEE TABLE 3.4a PER J015T PHONE: (631) 553-6333 ATTO TOP PLATE TO sTLffia TtON 2x SrLA I. TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 GL6. JOIST TO PARALLEL RAFTER- FACE NAILED SEE TABLE 3.qa SEE TABLE 3.qa EACH LAP PO BOX 762 'SIMPSON H2A 2. BOLT HOLES ARE TO BE THE 5AME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" GL6. J015T LAPS OVER PARTITION - FACE NAILED SEE TABLE 3.qa SEE TABLE 3.qa EACH LAP 6RE/�T RIPER, NEW PORK 1173q TE, ALL CLIPS STRAPS CAN BE MOUNTED T�HICKNE555HE TOF THE MEEMBE-ORMi� THE A5HER5 UNDER HEAD ANDAND�T EXTEND THROUGff THE FULL COLLAR TIE TO RAFTER - FACE NAILED SEE TABLE 3b SEE TABLE 3.6 PER TIE PRESCRIPTIVE STRAPPING •- I-I/4w 20 6A. GAL'✓. TO BE FROM EITHER ALL EXTERIOR OR ALL INTERIOR, 3. STAGGER EACH ROW OF FASTENERS BY 12". NAILED AS PER TABLE 3.4E3 3.6A (RIDS ) BUT NOT A COMBINATION OF BOTH. (AS PER TABLE 3.45) 4. FOR A THREE-PIECE MEMBER, THE 5PEGIFIED NAILING 15 FROM EACH SIDE. BLOCKING 70 RAFTER - TOE NAILED 2-&d 2-I0d EACH END 10 '1114 5. FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOAD5 ARE APPLIED TO BOTH SIDE OF RIM BOARD TO RAFTER -END NAILED 2-I6d 3-Ibd EACH END ll A MANUFACTURED PRE-FORMED 6ALV. CONNECTORS TO BE THE MEMBER. GON5ULTANT: NAILED IN STRICT ACCORDANCE WITH MANUFACTURERS ALTERNA 6. VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G. OR TRIPLED FOR 4" O.G. WALL FRAMING IN5TALLATION REQUIREMENI5 $ IN5TRUCTIONS SIMPSGTJ' MTSIG ASE PLA NAIL SPACING. OR 5TD. NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: TOP PLAN TO TOP PLATE- FACE NAILED 2-lb 2-16 PER Fool AT STUD TO FLOOR_ SLY TO STUD T10N 7. 2 ROWS OF Ibd COMMON NAILS 12"0 FOR DEPTH5 12" OR LE55 TOP PLATES AT INTERSECTIONS - FACE NAILED 4-I6d 5-I6d JOINTS-EACH SIDE (ONLY APPLICABLE FOR T1,10-5TORY CONFI6URATIONS) IM >30ARD 8. 3 ROWS OF I6d COMMON NAILS (12"ll FOR DEPTHS OF t4" t6" d 0". STUD TO STUD - FACE NAILED 2-I6d 2-16d 24"O.G. FOR STRAP- (4) & D OMMON NAIL5 AT � EACH END OF STRAP HEADER TO HEADER - FACE NAILED Ibd Ibd Ib" O.G. ALON6 EDGES SIMPSON' 6516 FOR ALTERNATE (14) 10 C COMMON NAILS FOR TOP PL. OR BOTTOM PL. TO STUD -END NAILED SEE TABLE 3.5a SEE TABLE 35a PER STUD N STRAP CONFIGURATION - EACH STRAP(TWO STRAPS TOTAL) SIMPSON' G516 BOTTOM PL. TO FLOOR JOIST,BAND J015T OR BLOCK'G - FACE NAILED 2-16d 2-I6 PER FOOT FOR 2ND FLOOR 5HEATIN9 TO OVERLAP FIRST 2x RIDGE kE-TOP PLATE—/ FLOOR FRAMING TWO RAMS rL" OG. THREE RPNS IV, D.G. ADDITIONS - (4) & D COMMON NAILS AT ALTERNATE '6IMP66N' HAN _ 2x STIV ° o ° ° J015T TO 51LL, TOP PL. OR C71ROER - TOE NAILED 4-&d 4-10d PER J015T AT STUD T -R.00I2 Y TO 1 PLATE 7YON ROOF RAFTS CO LAR rIE FOR STRAP- SECOND FLOOR � STUDS BY MIN. 12" ° ° ° °° ° ° ° ° BRIDGING TO J015T- TOE NAILED 2-8d 2-10d EACH END EACH END OF 5TRAP WRAP BLOCKING TO J015T- TOE NAILED 243d 2-10d EACH END 5TRAPPIN6 UNDER SILL PLATE 2x STLD TWO Rows 24" 0i STAO6ERED Two RONS 6" or- BLOCKING TO 51H OR TOP PLATE - TOE NAILED 3-I6d 4-I6d EACH BLOCK ATE TOE M TO S►I-L ELUTE MW20QN _ _ - - - - ASE PLA (SLAB ON GRADE AND/OR 6ARA6E WALL APPLICATIONS) � 0 0 0 0 0 0 0 0 0 o LEDGER STRIP TO BEAM- FACE NAILED 3-I6d 4-I6d EACH J015T FOR STRAP- (4)8 D COMMON NAILS AT o 0 0 0 @ o 0 0 o J015T ON LEDGER TO BEAM- TOE NAILED 3-5d 3-10d PER J015T BAND J015T To J015T- END NAILED 3-I6d 4-I6d PER J015T EACH END OF STRAP WRAP RIM DOAPP KEY PLAN I. NAILING REQUIREMENTS ARE BASED ON SHEATHING NAILED 6"O.G. AT THE PANEL EDGE. IF WALL 5TRAPPIN6 UNDER SILL PLATE BAND J015T TO SILL OR TOP PLATE - TOE NAILED 2-Ib 3-I6d PER FOOT SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING NA LM NOTE, SIMPSGN' G5 REQUIREMENT5 FOR 5TRUGTURAL MEMBER5 5HALL BE DOUBLED, OR ALTERNATE CONNECTOR5,SUCH AS ROOF 5HEATHIN6 `I'O PRE56RIPTIVE STRAPPING - 1-1/4w 20 6A. II TO BE NAILED AS PER TABLE SHEAR PLATES, 5HALL BE USED TO MAINTAIN LOAD PATH. 3.4B + 3.bA (RIDGE) ILL PLATE STRUCTURAL PANELS 8d 10d SEE TABLE 3.IO 2. WHEN WALL SHEATHING IS CONTINUOUS OVER GONNEGTF.D MEMBERS THE TABULATED NUMBER OF � • ''•�l' FOUNDATION WALL ALL MANUFACTURED PRE-FORMED GALV. CONNECTORS TO BE NAILED IN STRICT NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-Ibd NAIL PER FOOT DIA60NAL BOARD 5HEATHING 3. CORROSION RE-515TANT it GAUGE ROOFING NAILS AND 16 GAUGE 5TAPLE5 ARE PERMITTED CHECK Ixb OR Ix8 2-bd 2-1od PER SUPPORT a ACCORDANCE WITH MANUFAGTIURERS INSTALLATION REQUIREMENTS d INSTRUGTLONS a e IBC FOR ADDITIONAL REQUIREMENTS. NOTE: FOR ROOF 5HEATHIN6 AT GABLE AND RAKE OVERHANG, PROVIDE NAfLIN6® 4" O.G. IXIO OR WIDER 3-8d 3-IOd PER SUPPORT : a '=w ems: ?N zol I R313t SMOKE - ON GEILIN6 SHEATHING AU �~ ca�Tz q AUTOMATIC SPRINKLERS SYSTEMS d CARDON AL= ARMS 2x S fM I, ON 6YP5UM WALLBOARD 5d GOOLER5 5d COOLERS 7"EDGE/10" FIELD Q SIMPSON' G51 IN �AlWALL 5HEATHIII .. ~ (4 �T DUDE fY iv1 WAU r ALL SMOKE ALARMS SHALL BE LISTED AND)N5TALLED IN SILL PLATE �•.� ER 1 OR RID N°T WOOD 5TRUCTURAL PANELS Pry k 8d IOd SEE TABLE 3.11 ACCORDANGE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF TH15 CODE AND THE HOUSEHOLD �;: STRUCTURAL FIBERBOARD PANELS FIRE WARNIN6 EQUIPMENT PROVISIONS OF Ni72. O)NDATION WAIL : " ,z. t� y sr I/2" II 6A 6ALV ROOFING NAIL - 3"EDGE/6" FIELD w HOUSEHOLD FIRE ALARM SYSTEMS IN5TALL.ED IN ACCORDANCE WITH 111 THAT INCLUDE SMOKE ALARMS,OR A ._ ;" •,.'2 r, rn i; " utt est COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICES IN5TALLED AS REQUIRED BY TH15 SECTION ";•,, `F <: " ? ' ' 25/3Z II 6A GALV RG'OFIN6 NAIL - 3"EDGE/6" FIELD : ;+ '.�,,, EIXaES:i"ON GE3•1TF32 _ •n •�' . FOR SMOKE ALARM5,5HALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM SYSTEM 5HALL PROVIDE THE SAME LEVEL.OF eii. •' ' f E3.D: I2~ON CENTER *`+ '£ SMOKE DETECTION AND ALARM A5 IBY THIS SECTION FOR SMOKE ALARMS IN THE EVEN'OTHER FIR' t ;y y ; ti4 n; GYPSIII l WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD HARDBOARD 8d bid SEE TABLE 3.11 NO. DATE DESCRIPTION ALARM PANEL 15 REMOVED OR THE SYSTEM 15 NOT CONNECTED TO A CENTRAL..STATION. SMOKE ALARMS SHALT.BE INSrALLFD IN THE FOLLOWING LOCATIONS: '� ri u'". '"'� Y' PARTICLEBOARD PANELS 8d &d SEE MANOR OI 12/04/23 155UED FOR REVIEW I.IN EACH 5LEEPIN5 ROOM 2,OUT5IDE OF EACH SEPARATE 5LEEPIN6 AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS DIA60NAL BOARD 5HEAT 41NO 02 OIA,5124 REVISED A5 PER GOMMENT5 3.ON EACH ADDITIONAL 5TORY F THE DWELLING,INGLUDIN6 BA5EMENT5 AND CELAR5 BUT NOT INCLUDING CRAWL.SPAGES AND UNINHABITABLE ATTICS.IN PkELLIN65 OR DkELLIN6 UNITS WITH Ixb OR Ix8 03 08/08/24 REVISED A5 PER COMMENTS 5PLIT LEVELS AND WITHOUT AN INTERVENING DOOR 5ETkil THE ADJACENT LEVELS,A SMOKE 2-8d 2-IOd PER SUPPORT ALARM INSTALLED ON THE UPPER LEVEL SHALL 5UFFIGE FOR THE ADJACENT LOkill LEVEL P,OOF Sf EATTHING AND WALL 31 IEATHINe ATTACHMENT DIAGRAMS IXIO OR WIDER 3-&d 3-10d PER SUPPORT PROVIDED THAT THE LOP ER L INEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. NYS RES. CGDE Rea I dent I a I Code of NYS M. RV.2l FLOOR 5HEAT•IIN(5 KEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL STRUCTURAL PANELS PPELLIN6 UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT. Lb2miffill2m MIIRM M51C FFE In OR LE55 8d IOd 6" EDGE/ I2" FIELD THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BAGK51RO00 N015E LEVELS WITH ALL INTERVENII DOORS CLOSED. M TBnAL SrAIIIII 6REATER THAN I" IOd I6d b"EDGE/6" FIELD BWAME Sni OWN PLASM PFE ASIR D 211 ASM P 6*Cen DWJ DIAGONAL BOARD SHEATHING INTERCONNECTION 15 NOT RECURRED WHEN 5M0KE ALARMS ARE PERMITTED TO BE BATTERY ASSESTO.Il PIPE AS C426 OPERATED IN ACCORDANCE WITH SECTION I CASI III ASTMA74,Ck5P930hASTIALUDb IX6 OR IX& 2-&d 2-I0d P132 SUPPORT IN NEW CONSTRUCTION,71E REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR C4WFl COVOS 6 AM VW 9011401 PIPE iWill ASNP 111 I XIO OR WIDER 3-6d 3-10d PER SUPPORT PRIMARY POWER FROM THE MILDIN6 WIRIW6 YBEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,OR AN ON-51TE �r� fpFx C ASS IS 1f 401P (Ct'ttlt COM ASTP4F III ELECTRICAL POY,'ER SYSTEM AND WHEN PRIMARY POW INTERRUPTED,SHALL 15 INTERR SHALL RECEIVE III FROM A BATTERY PVT Iy ON E21 � OE E c4 I DpN Will E 40 FS PIPE III ASTM P 1W BACKUP.WIRING SHALL BE PERMANENT AND WITHOUT A D15C.ONNEG71N6 5WITGH OTHER THAT TH05E REQUIRED FOR OVEERGUTRRENT PROTECTION.SMOKE ALARMS SHALL BE PERMITTED TO EE ON AN ON-51TE ELECTRICAL POKER SYSTEM OR WXMil Willi EMVW9G?WII40FSI(c UILMCOW ASTMF was A5 Edo IN 13UILDIN65 THAT ROER60 REPAIR ALTERATION,GHANSE OF OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE COMMIE Pi F54)K F�'b'PS�C)OW ,STH F NIB WITH APPENDIX J. '�,HANDRAILS SHALL 8E PROVIDED ON AT LEAST ONE SIDE OF EACH GONTTN;lOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS, coF �����,� ASM94$A�Rf6902 HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE AD-VININ6 THE TREAD N051K OR FINISHED SURFACE OF RAMP SLOPE,SHALL BE NOT LE55 THAN 34 INCHES AND NOT MORE THAN 3611 WPRR ORCSI -Ai MW(i I I L.),L,Maxwp AWN SAA57M6MASIMB2?1ASTM944r L�UILOIN� PLAN fi���/I�W NOTE: ASTM P Mi?,G�fv161G1d '�,�"Z� HANDRAILS FOR 57AIR�JAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT;FROM A POINT DIRECTLY ABOVE THE 70P RISk'ft Pim1r H."PFE „ IN Ili.MMEXISTINGBUILDINGSUNDERGOING REPAIR A�TYPE 3 A+ BETWEEN HAVE A SPACE OF NOT LESS THAN POLYVR/Y OL01i PLASM PIPEhyPEMM ASTMD26AATND2444"C6Al1l ALTERATION,CHANGE OF OCGUPAI ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REGUtRED OF THE A POINT DIRECTLY ABOVE THE LOhE57 RISER OF THE FL16HT.HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN A NEhEL POST OF SAFETY FINAL w V�w A^ BY APPENDIX J. TERMINALS,HANDRAILS ADJACENT TO A WAIL 5H?ALL IEEN THE WALL AND THE HANDRAILS. 5TAt4Lw6 7t8 ST57@L "J04 t eud- -E ?yst � �✓ COMBINATION SMOKE AND CARBON MONOXIDE I.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NE{EL P05T AT THE TURN HQL2 rTON ZI EV EW E D BY Z BA ALARMS ARE PERMITTED,PROVIDED THEE ALARM IS LISTED FOR SUCH USE.COMBINATION SMOKE AND 2.THE USE OF A VOLUTE,TURNOUT;5TARTIN6 EA51N6 OR STARTING NEIiii SHALL BE ALLOI^ED OVER THE LOWEST TREAD. CARBON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT ALARM 516NAL5 FOR 5MOKE OR CARBON ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RASPABILITY. (REQUIRED AT EACH BUILDINS GORNE� DO D E C I S I O N (REQUIRED AT EACH OVERrEAD 6AR,46E OR JAMBJ !,� � ill �r. MONOXIDE ALARM ACTIVATION DATED: X2070d MtSC =m legaEsnmL, 16HANDRAIL5 WITH DIAMETER OF CIRCULAR CRO55 SECTION SHALL HAVE AND OUTSIDE DIA OF 1-1/4 INCHES AND LOT 6REATER THAN 2 INCHES.IF THE HANDRAIL5 �•�__ R a ATT~ ARE NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER THAN it INCHES WITH A MAXIMUM CROSS SECTION OF (REQUIRED FOR ALL NEW CONSTRUG7TON Arm SEcorm FLOOR ADDr7TON5) 2-I/4 INCHES. DRYER EXHAUST SYSTEMS SHALL BE INDEPEVENT OF ALL OTHER 5Y57EM5,AND SHALL CONVEY THE M015TURE TO THE 1h HANDRAIL5 WITH A PERIMETER 6REATER THAN 6-1/4 INCHES SHALL PROVIDE A 6RA5PABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.THE 1=� Sal�TF wom •1 f �T l OUTDOORS. FINGER RECESS 5HALL BE61N WITH A DISTANCE OF 314 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT (FOR MORE REPERMsi IDG WI5 RESPENTIAL. RWZ.11 FIREA.00KIN6) 1 I l LEAST 5/I6 INCH WITHIN 7/&INCH BELOW THE WIDE5T PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/ES INCH TO A LEVEL THAT 15 (REWIRED FOR ALL NEW C.ON57RUGT 1ON Arm/OR NEW AM171OW VZMWM TH15 SECTION SHALL NOT APPLY TO L15TEP AND LABELED CONDENSING DZTI_E55 CLOTHES DRYERS NOT LESS THAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE.THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECE55 SHALL BE 1-1/4 INCHES TO A EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE L3UI1DlN6.EXHAUST DUCT TYf71G�1- �'� RECEIVED MAXIMUM OF 2-3/4 INCHES.El5HALL HAVE A MINIMUM RADIUS OF 0.01 INCH. (FOR pd6� L LUNR [I e. WOOD 1-ti1015T5] 6m M*U 5PF1�s FoR ADDITION& wo.) =- TERMINATION SHALL BE IN ACCORDANCE NIITH THE DRYER MANL FACTURER5 INSTALLATION SW71ON R3115 STAI n IN COM11BLE GO GT1�y NSTRG FIREBI.UGKIN6 SHALL BE PROVIDED TO Wr OFF BOTH VERTICAL 5 51MP��ON'F�QB ('' +� �} SPECIFICATIONS.FX!IAU5T DUCTS SHALL TERMINATE NOT LE55 THAN 3 FEET IN ANY DIRECTION FROM AND HORIZONTAL CONCEALED DRAFT OPEIIN95 AND TO FORM AN ffFECTNE FIRE BARRIER: rued' O.C. Q-3 Story) l ffldil. OR��,PFDb ` ' 2-I6D C.Or11~fOrl S E P L V 2024 BE-TI"EEI STORIES,AND BEb•EEN A TOP STORY AND THE ROOF SPACE, o OPENINGS INTO BUILDINGS.EXHAUST DUCT TERMINATION SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. SCREENS SHALL SMAL&M NOT BE 1NSTALLED A7 THE DUCT TERMINATION 5TAIRWAYS SHALL NOT BE LE55 THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HE16HT FIRINLOCKINI5 SHALL BE PROVM IN WOOD-FWW CONSTFWTION IN THE FOLLOWING LOCATIONS, �2 max • NAILS O 6'O.G. AND BELOW THE REQUIRED HEADROOM HE16HT. HANDRAILS SHALL NOT PROJECT MORE THEN 4.5 INCHES ON EITHER 51DE OF THEOCCM THE DIAMETER OF THE EXHAUST DUCT SHALL 13E AS REQUIRED BY THE CLOTHES STAIRWAY AND THE MINIKH CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEI6HT,INCLUDING TREADS AND LANDING, I. IN CONGEALED SPACES OF 5TIV WALLS AND PARTITIOW WAW N5 I91R1lF.D SPACES AND 70N I N G BOARD OF APPEALS DRYERS 1_1571N6 AND THE MAR FACTLPEREi IN5TALLATION IN5TR TION5. SHALL NOT 13E LE55 THAN 315 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAIL5 ARE PARALLE-ROI''E OF STIVIS OR STASl 5111105,AS FOLLOWS+ Ill PROVIDED ON BOTH SIDES. I.I. VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. � 8!-OGKINB TRAN51TION DUCTS SHALL NOT 13E CONGEALED WITHIN CONSTRUCTION.FLEXIBLE 0 EMAiiii - IIITERV TRANSITION DUCTS USED TO CONNECT THE DRYER 70 THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE MUZIM THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE Pi 112. HOWZONTAILY AT ALS NOT EalffT7JN610 FEET(3048 MhU. LENGTHS,NOT TO EXCEED b FEET AND SHALL BE LISTED AND LABELED'N ACCORDANCE WITH UL 2156A. 2 AT INTE C0N`e,TM BETYffN CONGEALED VERTICAL AND HORIZONTAL 5i'AGExv SUKIi A5 - • 101= Or.CtJR AT 50FFITS,DROP CEILIN65 AND COVE CEJtia + a • • ' • 6 • EX4AU5T DUCTS SHALL BE CONSTRUCTED OF A MINI"OF 0.016 INCH THICK RIGID METAL THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LE55 THAN 6'-E3"H•EA5URED VERTICALLY FROM 3. IN CONGEALED Sill BETHEE4 STAIR STRIN6IiZ5 AT THE TOP AND BOTTOM OF THE RUN I2" max. • PROJECT NAME: DUG75,4AVIN6 SMOOTH INTERIOR SURFACES WITH JOINT5 RUNNIN6 IN THE DIRECTION OF AIRFLOW.EXHAL15T DLI SHALL THE SLOPED PLANE AD 101NIN6 THE TREAD NOS,N6 OR FROM THE FLOOR SURFACE OF THE LANDII i/PLATFORM. NOT BE CONNECTED WITH 5HEF7-MFTAL SGREhS OR FA57ENIN6 MEANS �&IIGH EXTEND IN70 THE DUCT. RMI53 5T TI�M 4 R ffm ENG-0�7 SPACES 41�R 5Ti41R5 SFUU.I.GOh!'LY WITH SECTION R302.7. PLAN .�.. 4. AT OPENW5s5 AROW VENTS,PIPE•5,DlA:TS,GABLES AND WIRES AT GEILIN6 AND FLOOR LEVEL, I -H�- WITH AN APPROVED MATERIAL TO RESIST THE FREE III OF III AND MMil T5 OF A 51 ,,H" � 15 2 5 OLD ORCHARD R D THE MAXIMUM RI5ER HE16HT SHALL SE B-1/4 INCHES. THE R15ER SHALL BE MEASURED VERTICALLY GOPE316TION.THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE BETWEEN LEADING E i OF THE ADJACENT TREADS. THE GREATEST RISER HE164T WITHIN ANY FLfGH7 OF STAIRS SHALL NOT EXCEED 'STM E 136 RBZIRj3fW-% OR ALL WORK SHALL MEET OR EXCEED THE LATEST RE�UIREFENTS OF ALL NATIONAL,hUNIGIPAL,LOCAL,AND OTHER AUTHORITIES HAVING ,SIMPSON"NID6 JURISDICTION,INCLUDING NEW YORK STATE PLUMBING CODE AND COUNTY HEALTH DEPARTMENT RE6ULATIONS. ANY WORK NOT SUBJECT THE 5MALLE-5T BY MORE THEN 3/ES INCH. S. FOR THE FIREBL011 OF ORWEYS AND FIFEPLAGES,SEE SECTION R100I 3'SQ.X 5/I6•WASHERS TO THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE SOWER BY THE NATIONAL PLUMBING CODE,THE 2 4 END rUY COUNTY HEALTH DEPARTMENT,AND MANUFACTURER".?SPECIFICATIONS AND REGOhMENDA710N5.ALL DRAINAGE PIPING SHALL BE RUN IN THE MINIFUM TREAD DEEM SHALL BE 9 INCHES. THE TREAD DEPTH SHAH E3E MEASURED \ b. FIREE3LOGKIN6 OF UURIdIGES OF A TNk}FAMILY DI6 LING 15 FBI AT THE LIRE OF PUG PIPE,5IZED AS 5HO1,N ON DRAWI,N65 OR A5 REQUIRED BY CODE.PROTECT ALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL HORIZONTALLY BETI EE'N THE VERTICAL PLANS OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT ARIGHT ANGLE TO / DWELLING UNIT SEPARATION DOUBLE THE TREADS LEADING EDGE.THE 6REATEST TREAD DEPTH WITHIN ANY FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE SILL PLATE DRAINS AND BRANCH VENTS MINI FOOT. NO PILES,EITHER WASTE,SUPPLY,OR VENT SHALL BE EXPOSED EXCEPT AS REQUIRED AT SHAH HAVE A MINIM WINDER TR ON THAN 3/5 INCH. EADS RM TREAD DEPTH OF 10 INCHES MEASURED A5 ABOVE AT A POINT 12 INCHES (51N61E FOR SLABFIXTURE. PROVIDE INSTALL PIPING REQUIRED FOR I SYSTEM. ALL FIXTURES 4AVE "SUPPLY LINES UNLESS OTHERWISE FROM THEW SIDE WERE TTE TREADS ARE NARROI^ER. WINDER TREA05 SHALL HAVE A MINI.MAIM TREAD DEPTH OF 6 INCHES AT ANY 6RADE APPLICATIONy) (REWIRED FOR ALL PEYI G0N5TR1GT10N AND FIRST FLOOR ADDITIONS) TTREE7 ADDRESS: 1525 OLD ORCHARD RD REQUIRED BY PLUMBING FIXTURE MANUFACTU P.Vr RER. '_ -el To VERIFY ALL PLUMBtN6 REOUIREMEN IPING T5.P MATERIALS SHALL E • CONFORM WITH SECTION 904.6 OF THE IGOI,6VZZTION GORE. ALL PIPING TO BE LOCATED 50 AS TO MINIMIZE NOISE. PROVIDE POINT.WITHIN ANY FLIGHT OF STAIRS,THE GREATEST WINDER TREAD DEPTH AT THE 12 INCH WALK LINE SHALL NOT EXCEED THE EAST MARION AND TN5TALL LEAD OR LEAD GOATEED COPPER PAN COVERING SIDES AND BOTTOM OF 5HOWE3R ENCLOSURE WITH ALL 5EAM5 SMALLEST BY MORE THAN 3!8 Ilk. y� v "^ 5/8"DI'°' ANCHOR ;: STATE: NEW PORK Wivi is Ari BOLTS CONTINUOUSLY SOLDERED.PROVIDE FOR WATERPROOF DRAIN CONNECTION. THE RADIUS OF CURVATURE AT THE LEADING E06E OF THE TREAD SHALL BE NO 6IRZATE7R THAN 4/16 r rcarrnrs TOurc�la fiYPJ ' ':'-- P05TAL CODE: I Ig3q TS INCH•A N051N6 NOT LESS THAN 314 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON 5TAIRWAY5 WITH 5011 RISERS. POUREDME 5GTM #: 1000-031.00-15.00-003.000 2�WALL TO WALL LYt THE 6REATE-5T N05?N6 PROJECTION SHALL NOT EEXGEfD THE SMALLEST N05l PROJECTION BY MORE THAN 3/8 INCH BETN>F�N TWO Iss} CONCRETE •' 51hA'SON'HDG28 ` <, 51 TE NUMBER: STORIES,INGLUDRJ6 THE NOSING AT THE LEVEL OF FLOORS AND LANDING.BEVELING OF NOSING SHALL NOT EXCEED i/2 INCH. eT eTOF+'?►� ? +" OR -- RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE L.EADIN6 E06E OF THE TREAD ABOVE AT AN ANGLE NOT MORE worm" gro ;;, FOUNDATION d•• ;d- 51MP50N'PI Dfi 2-I6D COMMON STORY TO STORY UPLIFT CONNECTIONS FROM UPPER STORY WALL STUD TO LONER STORY WALL STUD SHALL BE IN ACCORDANCE WITH % ' THAN 30 DE5REE5 FROM THE VERTICAL.OPEN RISERS ARE PERMITTED,PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT °' I KAlr NAILS O 6"ac. GENERAL R�4 L NOTES THE REQUIREMENTS OF TABLE 3.4. PRESCRIPTIVE SOLUTIONS ARE PROVIDED IN TABLE 3.4B. WHEN SIPPER STORY WALL STUDS ARE NOT PERMIT THE PA55ACE OF A 4-INGH DIAMETER SPHERE, SECTION S LOCATED DIRECTLY ABOVE LOWER SrORY WALL STUD,THE STUDS SHALL BE ATTACHED 7o A COMMON I-EWER IN THE FLOOR 1 FOR FULL LENGTH A55EWLY WITH UPL.tF7 CONNECTIONS IN AGGORDANCE WITH TABLE 3.4. T a+aTe LOCATION OF 57VD VAZEMk I.A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINR°UM OF 13 INCHES a W p. onwm 6 BLOCIUN5 A N D CODE Zt^I6u TO 86U A )Y, 2.THE OPENING BETH EEN ADJACENT TREA05 15 NOT LIMITED ON 5TAIR5 WITH A TOTAL RIDE OF 30 INCHES OR LOCH 1 LOCATION 2 LOCATION 3 4 LOCATION 5 TOP"l ,, O EMPKALL LE55 n, To," 7"embedment Into concrete foundation FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE IN AGCOP.DANGE WITH THE 15"embedment into block foundattons COMPLIANCE NOTES RE-GUIREMENTS OF TABLE 32. PRESCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION,511 PLATE,OR BOTTOM PLATE ARE PROVIDED IN MIJU Lill FOR MAIN&M TABLE 3.4B(SEE F16URE5 32A-I A MINIMUM OF A I I/4"X20 SASE ASTM A653 6RADE 33 STEEL STRAP SHALL BE NAILED TO THE THE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 5TAIRWAY. TOPnMe ® NOWAX4 APPROXI INCH TIN T� PING,ALL STRAP ANGFIORS.MOLD DtPI�(5,5TUD5 IN ACCORDANCE WITH TABLE 3.48 AND HAVE A MINIMUM EMBEDMENT OF 7 NGHC-5 IN CONCRETE FOUNDATION AND 01 e 5EAL 8 1 AP PROJEGT NUMBER:2023-0053 5LAB5-01iil DE,15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR BE LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH .'• ^, ` � 4 i9 , TABLE 3.48(5EE Flel 3.2A-G). WHEN THE 5TFEL STRAP 15 LAPPED UNDER THE BOTTOM PLATE,3-INCH SQUARE WASHERS SHALL ALL BE A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, r ePAr.E : . . ' ' • , G\� C�> INITIATED DATE: I IA0/23 INCLUDING STAIRS IN AN ENCLOSED 6ARA6E PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. ` 7O THEE EDIR y: •. USED ON THE ANCHOR BOLTS AND ANCHOR BOLT 5F'AGIN6 SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED IN TABLE 32G. STEEL f y STRAPS EMBEDDED IN OR IN CONTACT WITH SLABGN�EiRA1DE OR MASONRY BLOCK FOUNDATIONS SHALL BE NOT-DIPPED GALVANIZED / I.USE 5/8'DIA.ANU•IOR BOLTS W/MINIMUM 7'MOMENT ENT INTO '' •. .. `�G its DRAWN BY: SBA AFTER FABRICATION,OR MAt AGTURED FROM GI85 OR Z450 6ALVANIZED STEEL. A FL16HT OF STAIRS SHALL NOT HAVE A VERTICAL RISE 6REATER THAN 12 FEET BETWEEN ' ' • ` ` CONCRETE W/3 SQUARE x 5/I6 wn5HHt5 AND END MJT SETTLE. GHEGKED BY: G5 FLOOR LEVELS OR LANDIN65. - •�. K'►1 - •No NCOR �A -a l 2.AH NOTED HEREIN ARE NOT TO BE USED FOR OR BY DRAWING NUMBER: THEIDTH � "�,, g W OF EACH LANDING SHALL NOT 13E LE55 THAN THE STAIRWAY SERVED.EVERY T HOLD DOYd�tS FOR SHEARY�UII.LS. 7/S' PIA Tt'IREAPF.D ROD Bv15EDDED LANDING SHALL HAVE A MINIMUM DIMEN510N OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. ~ _ Tc P9Sr 12 I/2 IIJTO GGNGRETE W/ 5iMP50N' ET G-001 000 "'xn 037611 "-. THE WALKING SURFACE OF TREADS AND LANDINGS OF 5TAIR"dAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT v Q� C)+ VERTICAL IN 46 1NGhE5 HORIZONTAL(2 PERCENT SLOPFJ N EN q PAGE: 2 OF 12 wAmhrz r PLATE TO FaMAT10N 0NNEcTlot4s Ate: T 35A TOP ME tZIM TE TO sn® rAtx� ��A �Lra►� t�s sr� < �, ( �I-tOR WL-Ts) rST LA LO - _ rl- USE AND OCCUPANCY-SINGLE FAMILY RESIDENCE o•�� G - 6 r,.T FOR W�N7 �_ g _ TYPE OF CONSTRUCTION-VB _ I. REGULAR WALLBOARD: PROVIDE TYPE III,GRADE R,CLA55 1,1✓2"THICK,EXCEPT AS MAY BE SHOWN OTHERWISE ON GIVP DEAD LOAD AS��raI5: ROOF C.ELNS A550MLY DL=IO P5F 3"TEVE AFFELOT RfffRENGF STANDARi7-WOOD FRAME CONSTRUCTION MANUAL 2015 FOR ONE AND TWO FAMILY DWELLINGS THE DRAWINGS. GUST' WIVP � 85 90 Ia0 140 � Tli� SEl.OPP F�1sT WIW SPEED (Mfii) I"•+7 2. FIRE-RE515TANT WALLBOARD: PROVIDE TYPE III,GRADE X,CLA55 I,5A5"THICK. 00rrOM PLATE TO FOLMATION AAA)(LvILM AN(.tiOR Wi'11 T 6'AGtEJfi (IN) i•2•�•4 THREE 6 .Ii� 6LrT WAD 5PC D (w" ISO NO 3. NATER-RE515TANT WALLBOARD: PROVIDE TYPE VII,6RADE W OR X A5 REQUIRED,CLASS 2,i/2"THICK,EXCEPT AS FGtNPATION ANGt M DOLT 6LPPGRTIh� 6" SPACING WALL HEK�FiT NLMI�t GY LOP COMMON NAL5 OR AOA R C H I TE%om"o*T caNNeLrIaN REstsTIN6 (�.) ,) P W,�c NALS PER srtP TO PLATE NUv1WER Gf Lon ntoN NALs OR Iw Woc 1. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF INTERNATIONAL RESIDENTIAL CODE OF 2015 AND MAY BE SHOWN OTHERWISE ON DRAWINGS. ALjS PER 6 z 3 THE 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT. I/2 ANCHOR W775 ". ROOF Prrm RGt?F SpM NAIL-6 F EACH LTD OF NAL-1/4" 6APi.xs.4,e,LtT 4. CORNER BEADS: PROVIDE METAL ANGLE 5HAPE-5 WITH NIN65 NOT LESS THAN I AND 1/4"WIDE,AND PERFORATED " STORES s0 2. ALL WORK SHALL COMPLY WITH THE APPENDIX J EXISTING BUILDINGS AND STRUCTURES'OF THE!RG 2015 AND FOR NAILING AND JOINT TREATMENT.TO BE USED ON ALL OUT5IDE CORNERS AND ALL OPENINGS. 619r ANCHV7Tt WOLTS 10 2 2 I2 2 2 PHONE: (631) 553-6333 ALL APPLICABLE SECTIONS OF THE 201E NEW YORC STATE UNIFORM CODE SUPPLEMENT. 3. FIRE STOP VERTICAL SPACES IN WALLS AND PARTiTION5 AT FLOOR LEVEL,CEILING,AND ALL FURRED SPACES 5' ALL WORK TO BE FORMED,LEVEL,TRUE,AND PLUMB. Fag STORES 45 Ib Iz 2 2 I� 2 2- PO BOX 762 b. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD,MINIMUM 3 GOATS. t r1axwPrrnE urns AA LOW O A94APM.F N TAKETMOt A 7l 16 2 2 3:2 3 GREAT RIVER, NEW PORK 1173q NOT TO EXCEED 8'-0°VERTICALLY OR 10'-0"HORIZONTALLY. >; Mt®i Arr�ae Dare AFtt ll�ro PrnLer lR.rr,tAreRAL•Aw aerR Lane m r+vooaM At�latitt DaLTe ePAGMaar awL Nor taG�m a M TADU.ATm mms FOR mrr tans Qrmz A-4z)oR Lamm.Fp arm tams Ovz A-*A r m xn *am Dare urrAr" IS 2 2 � 2-4 eO exrsa,aVT Aw 20 2 2 Zg 3 4. PLASTIC MATERIALS SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE OF 2015 AND THE NY5 20f7 GrtoN 143t3: �' sm tem k S.147�r O' ^M aeAR Line w rrm N A w1m earai 9b4x FaR orMnL wAL aeATws TMPEe M rAR ATM MOM Dar a•AO"awl ee►ALM"DY m AFPROPPM acATrMs Tye~rM!t r rwoR N 32 3 4 UNIFORM GODS SUPPLEMENT, r� E sue,AT N NO cA *VLL ANt:M1 R Dar a"AONe MM A Mer aN aeNM t F rrW LM M ARE PAW ON Aa!lMpr"N TADte�. A roR M=exam SW wto OFtWM TtM Wo Mit MM A TAPUATM LATMAL.vAU'MPAW TAILE Aas OWARR Tm LAL FLF. i, TAKLATm M AND LaW RD caatamam RWxmalrs"VL De rtreantp To M M/LTs'"Dy oar roR n 5. ELECTRICAL INSTALLATION SHALL COMPLY WITH TIE INTERNATIONAL RESIDENTIAL GODS OF 2015 AND THE NYS LTER&C4WWr"&Mal PC PM L"Te Lane MRAN rA"A-. ! rR*ATAKL m Aa?&R DUIDFR LLLATtfl N OPdAIRe D /((j � 5 O UNIFORM CODE SUPPLEMENT,CHAPTERS 33-4:. R312 SMOKE- GON5UL TANT: ALARMS: �" I 2 6. PLUMBING INSTALLATION SHALL COMPLY WITH THE INTERNATIONAL RE-51DENTIAL CODE OF 2015 AND THE NY5 r � �+� �- + �2 5 _ E� � 201E UNIFORM CODE SUPPLEMENT,CHAPTERS 25-52. R313.1 SMOKE DETECTION d NOTIFICATION: ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ff T® .L. T J- _ w E& A FASTEST' MLE 16 2 2 ,- FMD L"" 20-C 2 2 I. MECHANICAL 5Y51EMf5 SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE OF 2015 AND THE NY5 201E ACCORDANCE WITH UL 217 AND INSTALLED IN AGGORDANGE WITH THE PROVI510N5 OF 1Hi5 CODE AND THEWu> �':�2 2-42 UNIFORM CODE SUPPLEMENT GHAPTER5 12-24. HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72, PE,AP LOA7 AS PTIONS: ROOF GEILINCI A66EW-Y PL=113P �.Io NTH 28 3 3 HOUSEHOLD FIRE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 71 THAT INCLUDE SMOKE ALARMS, ry �) S � 3 OR A COMBINATION OF SMOKE DETECTOR AND AUDIBLE NOTIFICATION DEVICES INSTALLED AS REQUIRED BY THREE ��� 61ST Wm � � SiT rrLPIAL n 3 4 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. TH15 SECTION FOR SMOKE ALARMS,SHALL BE PERMITTED.THE HOUSEHOLD FIRE ALARM SYSTEM SHALL W LOAPS SfATHN6 I2 2. THE CONTRACTOR SHALT_8E RESPONSIBLE FOR AP(SHOP DRAWINGS NEEDED,lNLE55 OTHERWISE SPECIFIED: ALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION AND ALARM AS REQUIRED BY TH15 SECTION FOR SMOKE ALARMS IN FRANC SPAGINCti ROIGF SPAN NU+� Or by Ogvf•,ION P1gL &S 5 OR I0 p DrTC NA IN DIMENSIONS AND CONDI FIONS PERTAINING ARE TO BE FIELD VERIFIED. THE EVENT OTHER FIRE ALARM PANEL 15 REMOVED OR THE 5Y5TEM 15 NOT CONNECTED TO A CENTRAL STATION. W) (FT.) EAGHI END OF 1-1/4 xW 646E Sr W 1•2.3•4 E F E F 16 I 2 3. 2 CONTRACTOR SHALL OBTAIN ALL RECrJIRED APPROVALS,PERMITS,GE-REIFICATION OF OCCUPANCY,INSPECTION b313.(.I LOCATIONS: SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: MAX NAL SPACM I 2 APPROVAL,ETC.FOR kORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. I.IN EACH SLEEPING ROOM 1216 2 2 2. SH EAMN6 LOCATION I FOR W 601MON 5 NAILS RJCa ES OL. 2 3 4. ALL WORK TO BE DONE IN CONFORMITY WITH RESIDENTIAL 1RG 2015 CODES,NY5 201E UNIFORM CODE SUPPLEMENT. 2.OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS ZO 2 2 3 ALL LOCAL CODES,AND NATIONAL ELECTRICAL CODES,LATEST EDITION. 3.ON EACH ADDITIONAL STORY F THE DWELLING,INCLUDING BASEMENTS AND CELLARS BUT NOT I6 24 5 l2 6 IZ 2 6 1y 2 2 3 INCLUDING CRAWL5PACE5 AND UNINHABITABLE ATTICS.IN DWELLINGS OR QWELLIN6 UNITS WITH 2 5 4 6 12 5 3p 3 3 5. CONTRACTOR TO VERIF'(ALL DIMENSIONS PRIOR TO STARTING WORK.CONTRACTOR TO NOTIFY ARCHITECT SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE y2 2 4 16 6 6 IMMEDIATELY OF ANY Di SGREPANGIES. ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL 9 4 I3�6E ZONE! 192 6. ALL MATERIALS TO BE USED ON TH15 PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WiTH THE PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. t PFeWWrft mains*r MW aN N TA""A. I� 2 ?, TAWATt9 UUT COW TIN PMARMMM AVAM A LOMW N WMM D. a TAMIARP L FJT CMMM A A MM Rn 0e A Aw-y PW Lam OF a PLr(oso x R 24 6 6 6 6 2 MANUFACTURES REGOMNENI7ED SPEGIFIGATLONS FOR IN57AI_LATION OF THEIR PRODUCT. L"a'- M�j�•A MM Y N War ar r M e Nor 6omea m ro m R 2� 2 WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL AAaD01- Ere rAPIATm ar WLS awl AY I WL AT Mai"aF m etivP 12 6 12 6 L2 6'�2 2q 2 2 7. CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL INSURANCES,BONDS,ETC,AS REQUIRED BY LAW AND BY THE A MW"-AW AIM OWE"erM etRAF DWELLING UNIT,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OWNER. OF ONE ALARM WILL ACTIVATE ALL OF THE OTHER ALARMS IN THAT INDIVIDUAL UNIT.THE ALARM SHALL BE CLEARLY Ib 6 6 25 THE CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS A5 REQUIRES TO PRECLUDE INJURY TO OWNERS AND 2 2 AUDIBLE IN ALL BEDROOM5 OVER BACKGROUND N015E LEVEL5 WITH ALL INTERVENING DOOR5 CLOSED. INTERIOR ZONE n 2 3 KEY PLAN 8. � b 3�0 2 3 CONTRACTORS PERSONNEL,AND TO ALL OTHER PERSONS AT THE CON5TTRUGTION SITE. EXCEPTION: I" +^j _ 2-4 b � A q. CONTRACTORS SHALL EXERCISE 600D J"CeE ENT TO MINIMIZE DAMAGE TO ADJACENT PROPERTIES.ALL AREA5 INTERCONNECTION IS NOT REQUIRED WHEN SMOKE ALARMS ARE PERMITTED TO BE BATTERY 24 6 lz 12 DAMAGED DUE TO NEW GON57RUCTION SHALL BE RESTORED TO THEIR OR161NAL CONDITION BY CONTRACTOR. OPERATED IN ACCORDANCE WITH SECTION R313.12 PEAP LOAF A591•,MPTION6: ROOD GEILIWv ASSEWI�LY PL=W6F ENDwAL.L RAx� aft ly 2 2 ID. EACH TRADE SHALL FAMILIARIZE THEMSELVES WiTH THE INTENT OF THESE PLANS AND COORDINATE THEIR WORK 6� �� � � 6 6 6 6 ,� 2 2 N + P4A�,�� R3131.2 SMOKE DETECTION d NOTIFICATION: IN NEW CON5T R XTION,THE REQUIRED SMOKE ALARMS SHALL THREE SFI,GND 611aT WIND S?EFD Ia0 RAKE TTZUSE w o RAKE OVERtiAN6 6 6 6 6 7:�2-I2:�2 2 2 N^ 119! WITH OTHER TRADES. RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING I5 SERVED FROM A 28 2 j �, ALL MATERIALS ARE TO BE INSTALLED AS PER MAR FACTURER5 SPECIFICATIONS,UNLE55 NOTES)OTHERWISE. COMMERCIAL SOURCE,OR AN ON-51TE ELECTRICAL POWER SYSTEM AND WHEN PRIMARY POWER 15 F-µIL>:PACMa AT T FF M M aPrMTs N m L" _M1eLp Q0 32 2 3 INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY BACKUP.WIRING SHALL BE PERMANENT AND REQU D CAPALITY OF t Pi*Par arAT M MT MN 4 mr a•TtE PERKIET x epee ar m PM"M em aF M PeRMert�e MPE a, x� i THE COURSE OF GGNSTRUGTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 INDICATED ON THE TM WO"tYL MO 4 M=r ON Aar We A"Te MW PM TMe 4 MMAar t MW mt ATTARM:NT 3�p 2 3 a WITHOUT A r16CONNEGTING SWITCH OTHER THAT THOSE REQUIRED FOR OVERCURRENT PROTECTION.SMOKE ALARMS `'P'Y' RCXF � DONNFGTION 1.2 s aMLL ee LIMP PLANS,THE CONTRAGTOF.SHALL STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY.SHOULD HE FAIL TO x rAMAT19 IL War ON as M WL tft- Cr "ATt"ATTAaW TO RAKM TMJM LeM " < , El is SHALL BE PERMITTED TO BE ON AN ON-SITE ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDCR60 REPAIR, (N) ) L3'4 5 u �+�o'n'�r MM o. <PA%m MwM VACM�sd aw.L IC FePi"ro A Nees oc, t>~P� rseMMq s rAMATW s War oa,WL_EPA00 a M10 ATT&TW TO Roan/TKM M w A wmi O FOLLOW THIS PROGEDUR=,AND CONTINUE WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE WITH APPENDIX J. o�o4s raft rtawws wrnr o4t�b<p4a m µuL a"AaR�awl rA Rtaer9 TO 4 Nees O! I. TAWUATID GONNFLTION RBvFNTS 5f1A11 WE p132M>nEP TD WE MILrPI® DY 4 TMLLJ m 4 rai oa.NAL W*M MMMIs OrAneer ATTAa®To WrrM/Tans M#Aa M"M MM RED ARISING THEREFROM. I* 77Ren oM MtiR MRNAMIH wtM orA �y n•TM WL e�A~avu.x FEMW ro s Nass oe 0.7 FRAMN6 NO FRAMN6 NOf LOGO(® WITHN 8 FI T OF p( DNPi 0 LI neTtATm WL+lPACAase Asai"e A DlAmAMP.Lx�'Tep N pPbsl,Rr D R3132 SMOKE ALARMS AND CARBON MONOXIDE IN EXISTING PW- I IN65 EXI5TiN6 BUILDINGS UNDERGOING 147 Z TAW MRS. RP6E caMELTION LOADS ASSIJ,E A WLwPe�6 LOCATED N op05uRE D a 3. ALL WORK AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR FROM DATE OF ACCEPTANCE � n0 BY OWNER. REPAIR,ALTERATION,CHANGE OF OGCUPANGY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE F�� ML E 5. TAWUATED 0NNRME C ION REPURL OAPSS 561 DASEP ON A TorA PIN MiVLJS 15 LLw ALARMS A5 REQUIRED BY APPENDIX J. Ib 24 O60xio 14. OWM1R/BUiLDER ARE RE�iPON5113LE FOR ALL INSPECTIONS,APPROVALS,CERTIFICATIONS,CERTIFICATE OF 28 OF THE ROOF ASStT�Y DEAD L OAP 219 WIN?5f'EED 4 TAWUATEp O41'A`EGTION RE TUTS ARE W� ON A 12 N Rrfe STRAP Lae as OCCUPANCY OR COMPLETION AND Ul.APPROVAL. 13.3 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS: COMBINATION SMOKE AND CARBON � 249 6PAGN6, FOR PINT RIDGE STRAP 6PA6IN6, M1L.TFLY THE TAft"TED VALES 267 T 1.II WAIlL. THl Ilo tgD DY THE A19IR MATE MLLTFLM pa-MV. a 15. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERGEDE SCALED DIMENSIONS. MONOXIDE ALARMS ARE PERMITTED,PROVIDED THE ALARM 15 LISTED FOR SUCH USE.COMBINATION SMOKE AND u-C44WW Ulff LOW RIDGE GGNNEGTION 5Pi1GINEi I n Ib 192 24 Ati ® rT 16. DRAWINGS AND 5PEGIFIGATIONS 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-caa� -Mt uTtRA tap ra m wAy 5 MONOXIDE ALARM ACTIVATION s-caH r�as.R tan M.AR TI-Ta wAW 6TRL.LTLRAL SHEATI•M MLLTFLIFR IDO 1.'y5 1.60 200 400 urA sa R- /roR . P1 Tte TD m RPLse MD wA.raft wra PMN.I.eL TO M ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY ARE N07 70 BE USED eu wLvm AMP L Ls LA Larsre 1 OR PANEL SL7IN6 5. WHM THE TAWLLATEP "MR OF NAL S RWRED N EACH END OF STRAP IS t rACMt aTm Lsu r A v LArm Lane atxl re Pm74"T m TO=LUTPr rs W oTM EGILML r i AVP THE 19ZAMLJ6 MS ATTAR LJ AGGGRDANGE WITH TAWLE 9.1, THE As9 ate, VU'r La y.r rRera Af Nor taMW wmw a t>sr a•Dy V cM a, E F E F E F O OTHER PROJECTS OR EXTENSIONS TO THIS 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 z TAaLATm IPLJ'r LAn9 Ad!(A®A RET4lrm PasT Asr LCI.L�A9A�.SM.Y ttA4 torn A• RIP6E STRAP AND ADD1rIGVW_ NALLV6 IS NOT REQUIRED STATE UNIFORM CODE SUPPLEMENT. T�a Pe - 6. WHEN A GGWIR TE K USED N LL31 GF A RDEE STRAP, Tl E N11d15FR OF IOD APPROPRIATE COMPENSATION TO THE ARGHIIEGT. x rnruA Lsm.rr'Lows N *,recrep M�ft Pea+-ro-wAl caarcraxs M - r- Milli At cmiW"N m"MAL TT1a ATMLFU' U'r raft wALIo wA, aft wAl�p Ma N I s� Gav*,toN NAL� R uIREP N EAui ErP rT" TrE CalAR rE rsM Nor Ex rrE NO. DATE D)=SGRIPTION 17. STRUCTURAL STEEL 70 BG-ASTM A36 DETAILED,FABRICATED AND ERECTED PER A.l.S.G. o ft"mm rm rA m" LFLrr vAm!!s awl DE RFMTTI9 ro De ey a FLr S11FAT11N6 L OGATION FOR LD GGHvfvtOW 4 4 Ca IATFD L.6 RT< R Ep GC.ARvH VIAL£., N A STEELcalA STRAP, OR THE VLF OF e A,Mu, wAl�awE (N� oL) NALs OL. 12 P W NAILS N EACH EW OF THE cAj AR TE NEED NOT' EXCEED THE OI 12/04/23 155UED FOR REVIEW 18. DOUBLE UP E FLOOR 517 PLANS UNDER PARALLEL PAP GAINSTITION,TACT OF. TAW-ATW NLMWER OF W " NAt-S IN A STEEL STRAP. 07 OI/16/24 RI VISED A5 PER COMMENTS Iq. PLEASE NOTE THAT TfiE51=PLANS ARE PROTECTED AGAINST ACT OF IggO(AWIGPA),WHICH HAS SEVERE PENALTIES. 12 n 6 6 12 7• Hle 40 6A1J5E RI Pee STRAP Ot LL. WE A ASTM M" GRAPE " %ML OR � TED 51'��4RWAI I ' O� 08/08/24 REVISED A5 PER GOMMENT5 l,�SFI GARPHLtTRY: �OII�AT�t+I PERL�AertEz EU6E zGrE 10b � 6 � b � LOAD-5E1+RIN6 PFE66LRB C 'A,GITY v 1__ M5 24 6 6 Y2 2 6 12 2 D��•M�ry I. ALL LUMBER SHALL BE DOU6LA5 FIR#I d BETTER UNLESS OTHERWISE NOTED. GLASS OF MATERIAL r= "A 96 1�T'C / � ��. H� L (Paws PER Farr) fz b n b a / 5 2. ALL LUMBER IN GRAWLSPAGES TO BE IS°ABOVE SCRATCH GOAT.MAINTAIN 8"MINIMUM FOUNDATION EXPOSURE. r z 3 3. 51LL5 TO BE PRE55URE TREATED(P.T)AND 5ECURELY FLASHED W1TH A TERMITE SHIELD,AL50 PROVIDE 51LL 5EAL✓IN5ULATION, GRYSTAVLIVP LSEDKOGK 12000 CAPACITY NTERIOR ZONE 1b 6 Y2 b IZ 6 a PEAR) LOAD ' ROOF / 6EL N& A56 Y DL=10 PST'" SEDIIv1ENT•A,2Y AND FGL.IATEP ROCK 4,000 WALL HE16HT WI1� SEISMIC SIZE OF SILL TO BE(2)2 icb",UNLESS(I)2"xb"IS NECESSARY TO MATCH FLOOR HEIGHT5 WITH THE EXISTING STRUCTURE, (FT.) 6 6 b GROUND SNOW OAP = 50 PSF SANDY GRAVEL AND OR 6RAVh3 4. AT FLUSH FRAMING USE ib GAUGE METAL "51MP..ON"J015T HANGERS OR APPROVED EQUAL. �� A'"D � / 3,000 S s4g5 � e-N+Llt$a"AaNs AT PAtdL 1D6P3(FQ r-WL a"ACM AT aPr'GiVs N M PMd M'ISD L� R06F SPAN (�rJ 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS,ROOFS,AND WALLS. F SAND, SJUiY SAND, CLAYEY SAW, 9 215L t w��TI*0"M , , 4 LW ar m 0aat M 4 rWr' eeLEM EM Zae ATTMa1L W RsQUL"&" b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS I°0516 AND BATH TUBS. SILTY 6FAVEL AND CLAYEY GRAVEL 2000MAL 7. ALL BEAMS,GIRDERS,ETC. TO HAVE MINIMUM OF 3-1/2"BEARING. (SW, SP, SM, SG, eM AND W) 4�60 2 T 1L'r" �►w a'AG+db + + AITAa�TO RADAR/Tim Mtm*e L®At" wrm eCbo n.roR rR*AW M MOM MARL Meg e6 o el m W L WAanes awl Daum To s Mans oG Y2 52s2 2 9 raft FJcrCR6aR PNA aDN&,eAtyAMYdm DOA W1L9 awl DC PLEA MTTID 70 ee aAerrim RGR L4tAKT1 µNIB k rAt9AATm W a"ALa A=A MPM LaGAn9 N D MINIMUM HEADER TO BE(:? 2"xb"lNLE55 OTHERWISE NOTED. CLAY, SAP.p^( CLAY, 5L1Y CLAY, %%4 OF 14 6104 a's4b RAFTER RAFTER RED VLl!v�5t3t 16p OGMMON OR 40D W,� NA"NA"( -, 5L T, SILT AAD SANDY SILT 1,5oOb 6 owl, '�T ME eFAGN6 (N.) PER HEEL JOINT OOVMTION i.PA4,5 e q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE PRESSURE TREATED,AGQ (G6I1,, ML, MH, AVD CH) 1 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PEP NAILING SCHEDULE.GENERALLY SHEATHING 15 A 1/2"THICKNE55 ON WALLS ID 7548 4a02 AND ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS FOR ADDITIONAL NAILIN6 OR DIFFERENT FOR 61: 1 POUND PER 60YPZ FOOT = 00479 kN/m2 57W 47W TIG nr. i,Qln�u 12 6 II 17 NAILING REQUIREMENT5 WI-EN APPLICABLE. a. WHFLV SOL TEST ARE REWREP 15Y SECTION R401A THE S 15 22 A LONA1'{..E MWIN6 GAPACMIES OF THE WL SH,L1.L CC PART t t1�R7MM a,WAM W L Orr wAus,ws ae rAP N MM 3:12 sPN raft or1eR wALL aenmNs TYras m TAxIAn9 natvOt OAPAKE WIhD D 2 I. PROVIDE METAL DRIP FLASHING OVER ALL EXTERIOR WINDOWS d DOORS. aF THE REC.GMMEMATIONS, awl t>G pnct9 AY m ArrPawssntt aeATima T`ri2 AaLrS�Lear rAaraR N rAd.e q I S 33 BU I L D I NC !. MRPMM UPAarM AAA.`T PER WOW N6MDaMN GAP*n5S awl � 3 DESIeNSMSM�E A t� 6 C C.7�"I�p O F I J• � I�L A N RL Y i L 1' T N O I j_ f2. SUB FLOORING,GENERALLY,TO BE OF 3/4"THICKNESS AND OF COX GRADE.NAILING A5 PER NAILING SCHEDULE AND GLUED, b. WHERE IN-R,gCE r�-pit5 ymAIT11 ,4N ALj.QyV/�Ll= $EP,RINPj (�ppGm•0 LESS THAN 000 P'SF ARE LIKELY TO WE PRESENT' AT T'HE �, ,r�MA ne sr�y,row To m srrmy Lpµp � �r ��Y �1�NE, �H .�M� � � 2� I� 22 13. EXTERIOR SHEATHING TO BE COVERED WITH"TYVEK'fidJSE WRAP OR APPROVED EQUAL. SITE, THE All-AVAPLE p�INS GAPAGfTY SMALL pErERMIVIEJp ) ) RFJRLgFZEP 14. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEI6HT5 AND AT UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. 15Y A SOILS INVE6TIC7ATION mzu 15. PROVIDE CRO55 BRACING AT J015T5,STUDS,AND RAFTERS WHEN 5PAN5 EXCEED 8'-0"AND AT EVERY 8'-0" r= 3.�A MU MJ02: TQ TOP � � D y-e T w YEs scar Q:�2 I�2 � �4 � � I N AL q AP M-cmPLATS L�►r � IL12 GO r10 . 24 9 17 25 BY ZBA Ib. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS. TO THE BEST OF TIE ARGHIIEGT"5 THIS GONSTRUGTION V AND A WGTtt"RN6 MAY RF�IARL A HK SI mP3JfiITt OAJ�mere OR 6RApt or MA6OTRY Tt1AN hCOC1RY TO SATISTY Ttt I2 7 IQ �] 17. APPLY ALL CONDITIONS ADDRL55ED IN NAILING SCHEDULE A5 NECESSARY. r / t 7 1 IS EXCEEDS THE 2015 LEGG.ALL LIGHTING AND VEGFIANIGAL SYSTEMS ARE TO SrlWTU"-t M6 OF THIS"M Tte W€A'fH MM OOLLMN OVLL oe FU.® N MM ntE WFATttt W pgp�om tom, f!+ !8. PROVIDE ALL NAILING AtC7 STRAPPING ADDRE55ES7 IN DETAILS AND NAILING SCHEDULE.ALL J015T HANGERS TO BE"SIMPSON"OR MEET OR EXCEED THE REGWREWENT'S SET IN THE 2015 IEGG. 'FOR GEi1�MN�t OR TIE PRODAhIJtY M�l S:I2 �6 5 9 (q APPROVED EQ(1AL TOO.AEL EXPOSED HARDWARE TD BE"ZMAX"COATED OR APPROVED EQUAL. 10,R�OI9(%nE 6mI R"MI15OtRY MrS%Wl Oe ?R NI ASIW Gab 6 3,O A e,7! G 6 111 G%V, 19'2 II � L►r ATED " r T TtRl� sECOM GUST W1VD am 120 Iq Ig, AT"WET WALL"PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER GODS.GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OR C OM OF WALL ABOVE.SUB FLOOR SHALL NEVER EXCEED A 16"SPAN. suffax COW`( ---5750 P116REE DAYS NMER OF tP COW16N NALS OR 10 D• TM mosr Lm DI Pm MAT mtr4rwre RAo9%THE d. M16TION AttlL FLL N 12 5 20. AT ROUGH OPENIN65 PROVIDE ALL APPL.IGABLE NAILING AND STRAPPING A5 PER PAGE C51-0-G51-2. GG1vtPGNlafi RAFTER / C.ELNO JOIST WW1- HE&IT P Doc NALS TOE-NAE.ED) REQUfREP N TM t ONT LIE PEFRI CcUMJ MM TtV MIT"roan 15 MOM r s� RE5GHF1,#C GALI.I�ATiaNs ATTA4GifD VA M vAa,E 6PA6W (N.) (Fr.) EACH RAFTER RV16R CELL J� G. TM JPAMYTM MAIL FLL IV ThIS PART 6r TMr TA"To IVICATL TT•E NMV FOR PROMMON RS'R•ON6 ON YMmT RXP- 21. PRESSURE TREATED"P.T."5PEGIFIE5 PRE55UPE PRE5ERVAT(VELY TREATED LUMBER IN ACCORDANCE WITH AWPA G22;WHERE R.EgJRED PROVE TD TGP PLATE GOVtEGTION Pm t f � of LOB S pAM+'6e 7•�2 19'L 8 DRILLING AND/OR GUTTING OCCURS,FIE1Q TREATED LUMBER WITH COPPER NAPTHENATE WHICH SHALL CONTAIN 2%COPIER METAL WINDOW ELAZIN6 D• TIE TION�vLt Ft t N Erns PST cr Ere TA"rmTt TIE ww 5r�I"trcM TIE p mG y�rp MAT• RECEIVED t�.52(Max) I�z9 I6 a s s , ?q 5 1O 5 to IS l f-V94)).WW t96'O51)it OATMIORY S"L Le ON A Mt-WWM AAsrs N MZo�MCa MM BY REPEATED BRUSHING,LIPPING,OR SOAKING UNTIL THE WOOD ABSORBS NO MORE.ALSO,FOR HARDWARE USED WiTH P.T. SI(YI IC Cr (tiI.AZIMEj �55�) �of� I -t �LTTON R7oI.4.MA. I,L 3 4 0 70�4 LUMBER,CONTRACTOR 15 FO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T.LUMBER MANUFACTURER 50GH A5: HANGERS,NAILS, ��/�Li t P rnre LARM,are p�ON Moen"N T",%A ItTtr JPJSVT y SttL FtL N TILLS PART•Cr TM TA"MM Tht SSG pt�6N OA,TMMy pMrfWM MpZM SterTION 3 5 Pj R=4`j(MIN.) R=49 2. TmLmv LPL"correct" A L.x4m N a 19.2 3 9 SCREWS,FLASHING,ANCHOR BOLTS,ETC,FOR LOCATIONS SUCH AS:LEDGER BOARD,SILL PLATE,DECK CONSTRUCTION ETC.ANY a MMLN MAW JWe Ate:NSrAU!P PM JL To R RVM,TM aM aF m TMINALs N TM PA MM AW CM" FCC= 9:�2 DRERIOR WALLS ,nrsr awl aft m rAaAArm NAeeR ar NN e REFERENCES TO GGA ARE TO REPLACE P.T.OR AGO R=20(MN) R�22 a ro Avav No►Arse mw s r awL ee a N eApi WE Cr A RA M aft aLA.t XW F TM,LRWVnON OML 19.1. N n"PART OF TIE Tffim WITH W TIE pATt Or TM ARISCT naf5 EWW Wo TM r FASTtW TO A s.P UP PLATE 2q q r�w+tN ro A rxt Ira'LUTE OR 1)TM-W"N MWmMea 22. LVL(LAMINATED VENEER!_UMBER)DENOTES EITHER OF THE FOLLOWING: FLOOR FR/4vINE R=19(MIN.) R=gO NATTatul n�NSLRMICT°FmOSmAM a'ATe OF Apq�TION a"TFE FR5r OODe OR oRDNANGt OR MMI TIf OF rtLLR ZONING BOARD OF APPEALS A.ILEVEL TRUST J015T I.qE MICRO LAN DASBv1ETIf WALE_ (PFRIM. INS I AT tW M A FMo 5}0)n r PATE(S)OP Tte O m!Nr 1S1"E IM rMA*p r'trM,OR MM t1 GY.9 HV�7JVRD MM ApOP119 by B.GEORGIA\PACIFIC 20E 6-P LAM R=1 N) R=� T F 2,12WUMM r-2 7>�O INRY.A5 MAY pe M�DL�. 16 3 4 4 j sty PL`�!MErER 2-d' ) WM 6. N AOOaW*Ze WITH SFLTloN F-W51-71 mD95Aab R50"l R l)J AND RSasAf Wt-Pt HAS MM A F115TORY OF 12:�2 PSL(PARALLEL STRAND LUMf3i-R)DENOTES ( � �'m) R=10(MPN. R=10 �9.2 3 5 7 A.TMUL LlXAL P*AV5e MtW TIC CM WrS er IGt DAB T, r"I.RIaIGn oN*I L FLL N TF45 PART Or THE TA"1.e MM`1L5' USE DESIGNATED LUMBEERR O . � 3 f� O TRUST JOIST 20E PARALLAM ADL R,APPROVED EQUAL.ALL TO BE INSTALLED A5 PER MANUFACTURER SPECIFICATIONS. ALLfiVAG PIPING CONVEYING FLUIDS ABOVE IOSF OR BE-ON55F ARE TO BE OMy4M Tt-JPJW16TION OWL FLL N TIE PART CrOf n-r-T*Lr-yy M� 13 23. FOR NEW WALL5,A PERFORATED 5HEARWALL SYSTEM 15 USED.THE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE IN9A-ATED TO R-3 OR 13E77ER it TTe OM"6NM LOAM TO Ve USW N Pff A1"Tt-PESM SNOW LOVS FOR Ra46,M 6MN N {AIM FASTENER 6PAGN6 FOR S1!6 AT MMATaS tP To load M=r SMS Ar MlVATVNS A6M0ue k%V M OWL tiA\e TtM 6R6Ufp jS W I T9 5 6HH.L M Pi3� I TEP To WE Ra�IX.ED m r NAts ARE DETAILS,NOTES AND TABLES,THE NAILING SCHEDULE SPECIFIES THE REQUIRED NAILING FOR THE SHEATHING(ANY NAILING SUPPLY AND RETURN DLYTS IN ATTICS INS(AATEV>=R-81^f2E DUCT 15>=3 FA6T'EItR TYPE LOW WWASM M?ZM Ttt WPM vAAt OY 2 PST FOR MIRY loo rMr N L.EVATM We MM 2 HUL JOIN` CafEGTI0N5 ARE NOr REBORED W M T}E FJXt 15 SYPORTB? DY A 5PECIFI6ATiON5 ON THE FLOOR PLANS SHALL SUPERSEDE THE NAILING SCHEDULE).HOLDOWNS OPERATE IN CONJUNCTION WITH THE INGHE5 IN DIAWTER AND>=R-6 WHERE<3 INC.FE5.SUPPLY AND RETURN VXT5 PAVEi_ SPAN 4 f©Or < PANL 6 FOOT<PANEL CF.LOAD RM WALL, HIE PER, OR ROE W-W PES04EP TO RESIST` THE A91" PR©JEGT NAME: IN OTHER PORTIONS OFR THE BUILDING INSULATED>=R-6 FOR DIAMETER>=3 S 4 FOOT SPANS 6 FGOr SPAN S S FOOT '. �Nrm4PIATr- SLPPORT OF THE RAFTER I5 PROVIDED DY v62TTGAL 6TP,Urs PERFORATED 5HEARWALL SON THE(INSTALL IO PER APPLICABLE DETAILS d MANUFAGITJRER SPECIFICATIONS).HOI�OWN INCHES q�R-42 FOR<3 INCHES iN DiAhtETER 2 /� WODa SCREWS w � 9" OR RMIMS TO A LOAPWEAdZIN6 WALL,THE TAWW1TEp HEEL WW (.OVPP.GTION 525 OLD ORCHARD R D LOCATIONS ARE SPECIFIED ON THE FO(1NDATION/FIRST FLOOR PLANS. L A& 6 W 1b• 1b� 16" RPI� MA NTS SHALL WE PffWITTt� TO WE F5WED FiZW.PORTIONALLY TO 24, REWGTION Is SPAN COLUMN BEARING AS FOLLOWS: WOOF POSTING TO BE BLOCKED SOLID TO FOUNDATION WALL WITH END GRAIN.TREATED WOOD d BUiLDIN6 CAVITIES ARE NOT TO BE USED A5 PL6U-5 OR DUCT5. rLR sk I Nat-ss,L MM 4. 156�LWALENr C6NW,6T10N5 ARE RE6IURED FOR C.EL.IN6 JOIST To C.ELAI6 JOIST LAP FLASHING.STEEL GOLUMN5 ARE TO BEAR UPON FOUNDATION WALL WITH STEEL SHIMS d A MINIMUM OF 3/4"OF NON-SHRINK 6ROUT I rrwr aw-a, DUCT 71&ME55 TEST RESULT OF<=4 CFMROO FT2 ACROSS THE SYSTEM OR<=3 1 IwrL-04MT M 5. T Awu AtirEv tL� ww carmrmON Res DO Nar WAIVE THE AMMONAL SECURE WITH(2)1/2"DIAMETER ANCHOR BOLT5(4"LONG EXPANSION BOLT @ EXISTING WALLS 4 12"LONG HOOKED BOLT5 o NEW C"OO F72 W MUT AIR HANDLER o 25 PA A nns TADte a DA= W WM ww wage A"o A W.ML P M Taster. WF_I6MT GP 11 E GELXJ6 ASSf�Y. D. F awL CC WrAIM Ar aTV VVS ar T!Y&W 6rMjpUUL.DMA e-%"5M Oft ATTWEP TO INeaRY OR Mkmr�aT�p Ter awl ec ATrAa®tArT �rANr'FOUNDATION WALLS FOR ANY POSTING @ CMU WALL SEE PLAN FOR REQUIRED REINFORCING(®MINIMUM I6"WIDE 3 COURSES OF PR06RA4RABL.E TH<£RM05TATS ARE TO BE INSTALLED FOR CONTROL OF WOO A WO"tLTMATE wmamML awACTrY cf 4w tDa TAWLLATED FE}i JOINT C44, LTION RM"BENPS AssLW CUM JOISTS OR PRIMARY HEATING AND COOL.IN6 SYSTEM AND INITIALLY SET BY Raitxu rv� � +wear MAO"AC MIM ON rAsrasr let WOO awe.The!T m e c;" RAFTER TES ARE LOCATED AT THE WOrT'OM OF THE ATrIG SPACE. WHEN GELIN6 SOLID BRICK MASONRY R MAKING ®POSTING,U.NT A(E TO WHEN COLUMN OR 5HEA6 15 PART OF THE LOAD NOTE FOR USE IN A MAMFACTIIRER TO GORE SPECIFICATIONS. OW vMMM a•FL "494)awl le TO FAMST M.E ww vetaerrrs I TMZ ReOILV. °PASTS OR RAFTER TES ARE LOC.AT® H116HER N THE ATTIC SPACE, NO Arri 5TREET ADDRE55: 1525 OLD ORCHARD RD 6TORAM IS ASS, AND THE TAWU-ATM H1L JOIN" (.OVt•EGTION RI5gV tvt WrS L, L ANCHOR MAKING AN ATTACHMENT ARE TO BE WITH STANDARD SHEARWA)L HARDWARE(WITH NOTED VALUES)d ANCHOR BOLTS,U.O.N.WITH TOP CAP5®STEEL COLUMNS TO BE A MINIMUM 1/4"BENT PLATE 8"LONG WiTH b"R15E d WITH(2)3/4" SH,NL DE NCRF,ASEp 15Y THE! F01.117mMN6 FACTORS: TOWN: EAST MARION STATE: NEW YORK DIAMETER BOLTS THROUGH'CENTER LINE OF VERTICAL LE65 SET b"DISTANCE,U.O.N. ��� / � POSTAL CODE: I I939 25. REFERENCES STANDARD U_`iED FOR THE DESIGN OF WOOD FRAMING 2001 EDITION OF AMERICAN FOREST AND PAPER n HROOFr&fr HiG/E C-ONWT)vl ION SGTM #: ►000-03i.00-15.00-003.000 FACTORS ASSOCIATION(AFdPA)-WOOF FRAME CONSTRUCTION MANUAL(WFGM)FOR ONE AND TWO FAMILY DWELLINGS. = 51TE NUMBER: ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED BATE INSULATION BY OWENS CORNING OR APPROVED 7 '� I/� 2 26, ALL STRUCTURAL WOOD Sh'ALL BE KEPT 2"BACK FROM CHIMNEYS. _ - -- EQUAL.FOIL TO BE PLACED TOWARD WARM SIDE. 1�3 I . 27. ALL DOORS TO GARAGE AREA FROM INTERIOR LIVING SPACE SHALL BE 3/4 HOUR UL SELF CLOSING(MINIMUM). 1. PROVIDE 2"R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALL5 FROM 6"BELOW GRADE TO 24"BELOW 28. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH 5TRXTURAL FRAME,REINFORCE FRAME AROUND OR GRADE IF PE5IRED BY CONTRACTOR OR OWNER.CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. 114 M ' ADJACENT TO THE INTERFERENCE AS REQUIRED TO MAINTAIN 5TTRIJG711RAL INTEGRITY OF WALLS,CEILINGS,FLOORS,EEG. 2. GENERALLY,ONLE55 NOTED OTHERWISE,INSULATE A5 FOLLOWS: 115 1.25 -q"R-30 FOR FLAT GEILIN65 �1A EAM ! NQ -355RRI FOR Ox4" LILTED AND CATHEDRAL AT ONE CEILINGS ALL WORK SHALL MEET OR EXCEED THE LATEST REQU IFEMENT5 OF ALL NATIONAL,MUNICIPAL,LOCAL,AND OTHER -5.5"R-21 FOR 2"xb"WALL CONSTRUCTION -55"R-21 FOR FLOORS STANUAKDS AUTHORITIES HAVING JJRISDI[:TION,INCLUDING NEW YORK STATE PLUMBING CODE AND COUNTY HEALTH DEPARTMENT -7.25"R-30R FOR 2"x8"GEILIN65 REGULATIONS. ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING JUR150(CTION SHALL BE GOVERNED BY THE NATIONAL PLUMBING GODS,THE GOUNiY HEALTH DEPARTMENT,AND MANUFACTURERS SPECIFICATIONS 3. NI1032.1 INSULATION: SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8.ALL OTHER DUGT5 SHALL BE SEA. PROJECT NUM 7 :''�., BER:2023-0053 AND RECOMMENDATIONS.ALL DRAINAGE PIPING SHALL RUN IN E PEPS,SIZED L SHOWN ON DRAWINGS OR A5 INITIATED DATE: 1I/10/23 REQUIRED BY GODS.PROTECT ALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH VENTS INSULATED TO MINIMUM OF R-b. mol ��� �L ,n �' 4 DRAWN BY: 5Bq MIN. "PER FOOT. NO PIPES,EITHER WASTE,5UPPLY,OR VENT 514ALL BE EXP05ED EXCEPT AS REQUERE D AT FIXTURE. i FLASH ALL OFENiN55 IN EXTERIOR WALLS CHECKED BY: G5 PROVIDE INSTALL PIPING REQUIRED FOR HVAC SYSTEM. ALL FIXTURES HAVE�"SUPPLY LINES UNLE55 OTHERWISE "s f f ps 4 REQUIRED BY PLUMBING FIXTURE MAt<I/FAGTURER. PLUMBER TO VERIFY ALE_PLUMBING REQUIREMENTS.PIPING MATE MAL5 2. CALK ALL OPENIN65 AND JOINTS IN EXTERIOR WALLS WiTH TREMOLO'MONO"(COLOR A5 DIRECTED). A �- ° it�{r DRAWING NUMBER: SHALL CONFORM WITH 5EGTION gO4.b OF THE N.Y.5.CONSTRUCTION CODE. ALL PIPING TO BE LOCATED 50 AS TO 3. ROOF SHINGLES SHALL BE 30 YEAR ASPHALT AS SELECTED BY 04M MINIMIZE NOISE. PROVIDE AND INSTALL LEAD OR LEAD COATED COPPER PAN COVERING 510B AND BOTTOM OF ° lift ^&ft Aft Aft ✓ _ SHOWER ENCLOSURE WITH ALL SEAMS CONTINUOUSLY SOLDERED.PROVIDE FOR WATERPROOF DRAIN CONNECTION. � �3761� '�•�' ®uuzouu OF N EW ® PAGE: 3 OF 12 zoTEVE APFFELT INTERMEDIATE BEARING ALLOWABLE Load bearing or shear wall above NO LOAD BEARING WALL ABOVE u HOLE+7 - TJI® Joists (must stack over wall below) Web stiffeners required No field cut Do not cut holes larger Noeach side at B3W Blockin panels Load from above holes in than 1%"in cantilever cut holes ein ld A R C H I T E k4a"I�`T For information on lateral g p see table See table hatched hatched Blocking load capacities,refer to Blocking panel may be required with zone see table see table zone shear walls above or PHONE: (631) 553-6333 panel current Trus Joist rim 2x4 minimum below-see detail 81 1 board literature. squash blocks �``�'`� �6 b" ❑ ❑ b" Maintain dstance from te GREAT IVER NEW PORK 1173q bearings DI 2xb2 D2 L2 2xL2 LI r 6" b" minimum minimum b" Bl B1W ,6 ly"hole (also applies typical may be cut to ly"holes) Web stiffeners in web outside 2x4 minimum anywhere TJI®rim joist Trus Joist required each side squash blocks hatched area. CONSUL TANT: rim board at BiW and B2W Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole Cutho/es with care Use 2x4 minimum squash blocks For other load conditions or hole configurations not included in this table,refer to and in the joist web Al Ap Must have 13/4 minimum joist A3 Must have 13/"minimum joist Bn2 B2W 63 63W CnS to transfer load from above to TJ-Beam®software or contact your Trus Joist representative. only O bearing at ends bearing at ends V 8 O O bearing plate below JOIST TJIc/ProT" ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 4" 5" 6Y," 7" 1 8X"1 11" 1 13" 2" 3" 4" 5" 1 6X" 7" 8%"1 11" 13" Nail Trus Joist rim Attach reinforcement to 9y.• 110 ,'o' r s" r o° r s' s o" 1'Y 1 " 2'3" 3'6" 4'6" 6'-0" length of TJI® 230 1'0" 2'0" 2'6" 3' " 6. "6" 1' 2'0" 3'0" 4'6" 5'0" 4'-0" length of oist reinforcement board to blocking with joist top and bottom 110 1'0" r 0" 1'0" 1'0" 2'6" 2'6" 5'0" 1' " 1 " r " z 6" 4'6" 4'6" 6'o" Web stiffeners g diameter maximum hole for 33a"reinforcement connections equivalent flanges with one 8d(2%") Nail through 2x_,wood backer and 1%. 230 1'D" 1'0" 1'0" 2'0" 3'0" 3'6" 6'U. 1' " r " 2'o" 3'o" 5'6" 6-6" 7'0" required each 8"diameter maximum hole for and filler block.Use 8 diameter maximum hole for ® 360 1'o" l'0" V 6" 2'6" 4'6" 5'0" 7'0" r " r " 2 6" 4'0" 6'6" 6' " T 6" q 7 _ on one side at E2, 7 „ • „ to decking schedule common nail at each corner TJI foist web with 2 rows lOd side at E1W 11/ 20 joists:6 diameter 11/' -16 joists;b diameter 4'-0 length with 9� ii%"-16"joists;b"diameter Attach reinforcement to 560 ,'0" 1'.0" 1'6" 3'0" 5'0" 5's" 8'0" r z'D•' 3•s° s o" r '• 7'6" a'o° 6maximum for 9/2 olts or for both sides at E3 maximum for 9%" joists or for and it%"TJI® joists. mnximum for 9�"joists or for joist to and bottom flan es Blockin (3 )common Halls at b 110 1'o' r o" r c r o" r o" ,' " z s" s a' r " 1 " 1' )" 1'6" 3'6" 4'o° s'o" s'o" blockin Heels less than 12" P g Blocking panel between each g on-center,clinched.Use 230 1'0" 1'0" V 0" 1' )" 1' " TO" 3'6" 6' " 1'r• 1' " r 0- 2'0" 4'0" s o" T o" 9'o" 9 P blocking panels less than 12" blocking panels less than 12" with one 8d(24")common joist.Nail to to late with panel n 14" 360 r o" 1'0" V 0" 1'0" 2'6" 3'0' 5161, 8.'T 1' " 1' " 1'0" 2'6" 5' s'6" 8'a' 9' " long.Do not cut flan es. J P P 16d(3� )nails with 9 long.Do not cut flanges. long.Do not cut flanges. nail at each corner connections equivalent to 3Y2"TJI®joist 230 r o' r 0" 1'a• 1'o° 1'0" 1'0" 2'0" 4'a" s' r r " 1 0• 1'0' SO" 3'6" 7'0" 19'Y 11 0" decking schedule. flange widths. 16" 360 V 0" 1'0" 1'0" 1'6' 1'Y 1'0" 3'0" 6'°" 9 0" 1' P' 1'0" T 0" V o" 4'0" 5'0" 9'0" 10 0" 11 " Attach reinforcement to Attach TJIO joist 12" length of%4" joist top and bottom reinforcement to joist reinforcement on 12" length of%4' 1 1 3 s 1 , 5 1 0' , " 1 " e „ reinforcement on 56D � 7 ° 0 1')" '0" 1'0" I' '0" 6'0' 0 1 0 2 D • g ( common Hells Qt bOd(3 ) one slid s t one de scat E8 �� 18,. 560 1'0" 4" 6" 0"5,1'0"61,1 D"7'; 8" 10" 12" 15' 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" • an es with 8d 2 2") web with 3 rows Trus Joist rim common Halls at 6 on- both sides at E6 Wood 360 r o" r o" r o' r a' 1'0 1 5 0" 10 0" 1-13" 1'0" 1' 3'0" 5 0" 10 0" 11 0" 13 S" n„ 2'0- 5' • p \� •• 6" ,2 0" 16 0" 1' 1'C" 3 0' S 0 6 6" 11 0" 12 0" 14 " board closure center.Whenstagger nails 2 rows with 9� and r r 3s0 1'o" r o" r 0" 1.10., 1'o„ r 2'0" r D" 10.6" o" 2 reinforcing on-center,clenched.Use p both sides,stagger Halls n backer �`� e l 20 5so ,'D" 1'o" r o" r o" ,'. V 5' 1 , " , ,, 1 4 0" 8'6" 1a o" 17 " 1s " 20 6" Face grain �o� � to avoid splitting. 2 �t� 11%"TJI®joists. 5"maximum 5"maximum horizontal �`0 \v 0\h \,kc) ` • Leave Ya"web at top and bottom of hole.DO NOT cut joist flanges. KEY PLAN O E5 E6 E� E8 Fl \� l • Table is based on uniform load tables in current design literature. E1 r0 E1W IE2 E3 E4 Not for use with 3%"TJI@ joist flange widths G f, • For simple span(5 foot minimum)uniformly loaded joists not requiring commercial concentrated loads,one maximum size round hole may be �p located at the center of the joist span provided no other holes occur in the joist. WEB STIFNERATTACHMENT ALLOWABLE HOLES - Beams and Headers �► ��A� q� Filler block:Neil with ten 10d(Y)box nails,clinched. EXTERIOR DECK ATTACHMENT AGa "minimum 2x diameter of the largest hole(minimum)Web stiffeners required ( shenthing dh y g %"maximum Use ten 16d 3 2 )box nails Structural exterior Apply subfloor option#1; Y3 depth from each side with 3X" adhesive to all TJIw Joist blocking with �-- -- .�� TJI joist flange widths. contact surfaces end blocks installed at Three 8d(2V2")box nails, o o O Allowed hole zone a o x if sides of hanger do not Use fifteen nails with TJIw Flush bearing late 2"minimum laterally support at least Backer block:Install 9 P or X3 joist span clinched o y depth O o ta•1ep 3 „ O . joist depths greater than tight to top flange required.Maximum/4" p�s�5� locations using (Three 16d(3�")box nails at of TJI joist top 16". overhan ermitted at �3� t�°� two 8d 2Y2") _ 3%"TJI11 joist flange widths q flange (tight to bottom flange 9 P � ( � g ) �span Allowed hole zone ja spon N beam. 2"minimum box nails, A o • with fete mount � � Web stiffener each side. cut only round holes � hangers).Attach with :,. Flashing typical and only in the center To flange ten 10d(Y)box nails, ' Option#2: nw See sizes below. ROUND HOLE CHART of beam spa P g 2x-strapping installed at BEAM DEPTH MAXIMUM ROUND • For uniformly loaded beams only xm• hanger clinched when passible. Treated 2x_ Tight fit W WEB STIFFENER SIZE HOLE SIZE 4 ledger %"diameter joist span locations using Tight 4�" 1" • Rectangular holes are not allowed Face mount Backer block bolt Trus Joist Option#3: two 2Y„screws per joist 1Y y x 2/6„minimum „ lag 5Y" 1/ hanger both sides of rim board directly applied ceiling 1%" 5/"x 2%6'minimum 74"to 20" 2" Holes in cantilevers require additional analysis. web with single See illustration for Allowed Hole Zone TJI`9 joists When specified on the layout, 2%6' P x 2%6'minimum Hl Hanger height must be a H2 H3 �A Allowable load is 325 Ibs(A5D)and 515 pgl one or more of the three bracing I UU I 3,V, 2x4 minimum of 60%of joist depth Ibs(LSD)per Y2"diameter lag bolt options shown must be installed NO. DATE DE5GRIPTION OI 12104123 155UED FOR REVIEW BEAM and COLUMN DETAILS BEARING FOR DOOR BEAM TO BEAM 02 0I/18/24 REVISED AS PER COMMENTS BEARING AT WALL OR WINDOW HEADER CONNECTION �03 08/08/24 REVISED A5 PER COMMENTS Blocking panel Trus Joist rim board Typical ' System Safety strut lines HANGER BACKER BLOCK SIZES WAOK"' N I ffir'%no G Stra er code if to • ram` • (Ix4 minimum)at 6'o.c. or blockingfor lateral P P P El Fasten at each joist with • TJIO/ProT"'100TS,150 and 250 joists:%"(12"min.length) Joists are unstable until braced laterally plate is not continuous O � support two 8d(2y")nails minimum Bracing Includes: PP over header (see WARNING). • TJIID/ProT 130 and 350 joists:1"net(12"min.length) • Blocking • Sheathing • TJIwlProT" 550 joists:2x_(12"min.length) DO NOT allow workers • Hangers Lines • Rim Joist d DO NOT stack building DOUBLE TJI©JOIST FILLER SIZES to walk on joists until materials on unsheathe braced. joists. W • TJII'/ProT 150 joists:1y"net(24"min.length) WARNING NOTES: Al Top f Lack of props;bracing during construction can result in serious accidents.Under lange Rim board joint TJI /ProT" 100T5 and 250 joists:2x_(24"min.length) if diti l orma conditions the following guidelines are observed hanger E2 between joists n g g ,accidents will be avoided. Face mount • TJI'/ProT""130 and 350 joists:2x_+Y,"sheathing(24"min.length) 1. Install all blocking,hangers,rim boards and rim joists at TJI®joist end supports. Column hanger CA 3) • TJI9'/Pro TM"550 joists: Two 2x_(24"min.length) 2, Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. See current Trus Joist . 18"or 20"TJII/ProTm 350 joists: 2x12+ sheathing 24"min.length) 3. Safe strut lines of 1x4 minimum must be nailed to a braced end wall or sheathed area. literature for framing connectors � ., j X" s( s ) Safety (minimum) BEARING AT BEARING AT i • 18"or 20"TJiT,/ProT"'550 joists: Two 2x12(24"min.length) 4. Sheathing must be properly nailed to each TJlwjoist before additional loads can be placed on the system. CONCRETE WALL COLUMN TJI®rim joist y : :` 5. Ends of cantilevers require strut lines on both the top and bottom flanges. CONNECTION OF MULTIPLE Trus Joist �\�/� I �\ �\� \/ PIECES OF TOP-LOADED BEAMS ! L3 : 6. TJI'°joist flanges must remain straight within a tolerance of y"from true alignment. �U I L I I YL/ I�LJ�I { � Y I I NOTE: CA2 „° ! rim board g }/\� ® 1/"Width Pieces: ' Verify Parallam PSL or j m er5trand®LSL column Minimumf 2 ( %"} Is at 12"o.c. Ll March 2003 Reorder2045 Ti b e o rows 12d 3 Hai Bl � "` - capacity and beam ® /,�,� Minimum of 3 rows 12d(3,V")nails at 12"o.c.for N MAP ''r n nth. 14"and deeper beams "�` ,., �`�`�f�� ,,�:/-�,�t�' ,;��, See current :. , ' ' r y TJoist • Nailed connections require an additional row of /✓ i "" '`•fi ZB Trus �'f� ,,��� ,.�,,•, �,`�,, ,../r '"�;,,��. `��1` �,; .t A nails when nail size is smaller then specified L5 �� literature. O B3 ;;✓ � f�, ' • 4 � , ✓�'�.,� ..,.. above(minimum 0.128 x 3 ) ,� •:�:";��� � � 'C'�: ���III��- � 31/"Width Pieces: LRA • Minimum of 2 rows%"bolts it O /?✓ ° ;° ': % 24"o.c.staggered Buttin oists ,;v „� "•, �-�/ U 9j Use B1 or B2 at , �4 Protect wood from direct L5 gg 64 with blocking ,- ,° contact with concrete panels intermediate bearings s: �s% ' •Braced end wall- with load bearing Wall ,`=%df' � ', s, <`" %`� .'ii® see note 3 under ��(r'EwE® End of joists i��' WARNING Additional nailing or bolting may be at centerline from above .,,. ,� Lb required with side-loaded multiple member of support " /F' ' "10 TM , :s "�"� TJI IPro 360 JOISTS [' F, � • •' TM TJI®/ProT""560JOISTS 5GP � Q ���4 beams. Refer to current product literature. ,: ps a, .;u, •. TJI'/ProT" 110 JOISTS TJI"`/Pro 230,IOISTS 9y",11%",14",16", 9 Y"and 11%" 9Y",11%",14"and 16" 18"and 20" 11%",14",16",18"and 20" ELEVATED Hl � 1Y BEAM ON COLUMN BASE COLUMN BASE ,.J;', ° / 1y" icrollamn LVL 1)2" MicrollamO LVL 1Yz" Microllam'o LVL ,y,. flange Microllam®LVL ZONING BOARD OF APPEALS COLUMN CAP • �, , ° � flange flange flange Optional ; w 716E Performance non-shrink ° O Pluse web grout ,: :�• �` o ° -- ' LA Deck Ledger Attachment ).:,:;•:N` ;( ::•:r. ." ° Structural O sheathing PROJECT NAME: ° 15 25 5 P1 P2 P3 ° OLD ORCHARD RD Protect wood from O See ALLOWABLE HOLES direct contact with concrete ° H3 FASTENING OF SHEATHING INSTALLATION TIPS Bearing plate to be ADDITION flush with inside face Guidelines For Closest On-Center Spacing er Row •Subfloor adhesive will improve floor performance,but of wall or beam TJI6/PrOT"' Trus Joist rim board TimberStran& may not be required. % (1) ALL SHEATHING SHALL BE PROPERLY BLOCKED AND NAILED. Nail Size 360 Microllam I LSL 1)2"or ParallamP M STREET ADDRE55: 1525 OLD ORCHARD RO 110 230 560 LVL 1" 1)a" PSL O (2)VERIFY THE LATERAL CAPACITY OF THE WALL NOT ALL TYPES OF EAST MARION wider •When joists are doubled at non-load bearing parallel CODE—ALLOWED WALL CONSTRUCTION PROVIDE TOWN: 8d 2y")common partitions,space joists apart the width of the wall for A Weyerhaeuser Business THE SAME LATERAL RESISTANCE. CHECK WITH YOUR LOCAL BUILDING STATE: NEW PORK ( 3Y' 2" 2" 3" 6" a" 3" 3" plumbing or HVAC. OFFICIAL OR DESIGN PROFESSIONAL. SEE PLANS This sheet is intended as a supplement to the Trus Joist Framers (3)DETAIL A3.3 SHALL BE A SEGMENTED WALL, CONSTRUCTED PER 2001 POSTAL CODE: 11g3q 1oa(3")common aY° 3° 3" a° 6" a" a" a" e Additional joist at plumbing drop(see detail). Pocket Guide,which should be referenced for additional information. WooD FRAME CONSTRucTrON MANUAL AS APPLICABLE 16d(3y")common N.A 1j N.A(I) 4" 8" 6"(2) 6"(3 6" 6" (4)9 ATHiNG SHALL BE CONTINUOUS OVER ALL PLATE-TO-PLATE AND 56TM #: 1000-031.00-I5.00-003.000 (1)Can be reduced to 4"on-center with maximum nail penetration of 1y"into the narrow edge. RIM BOARD INSTALLATION PLATE—TO—RIM BOARD INTERFACES AND MAY (2)Can be reduced to 5"on-center with maximum nail penetration of 1y8"into the narrow edge -- (3)Can be reduced to 3"on-center wRh maximum nail pe'netrauon of 1 "into the narrow edge. BUTT FOUNDATION, AT MID—DEPTH OF RIM BOARD AS SHOWN IN A3.4. AT FOUNDAl10N, FASTEN THE BOTTOM EDGE OF THE TNUMBER: Additional Shift joist SPECIFICATIONS A' CONVENTIONAL SHEATHING TO THE SILL PLATE. •Recommended nailing is 12"on-center in field and 6"on-center along sheathing joist ( CONSTRUCTION CODE MINIMUM edge Nailing requirements on engineered drawings supersede recommendations RIM BOARD THICKNESS 1" OR 1-1/4" (6)ONE QUIRE STANDARD DOOR OPENING IS ALLOWED. •Nailing rows must be offset at least Y-"and staggered PLATE NAIL — 16d (3-1/2") BOX 16" Q.C. STRAPS IF REWIRED, HOLDHDOWNS SHALL BE SN NAILS STRONG—TiE®CS20 / ) STRAPS ATTACHED Wn}I FOUR QD COMMON NAILS •Squash blocks and blocking panels carry stacked vertical FLOOR PANLE NAIL — 8d (2-1/2") COMMON 6" O.C. AT EACH END OR EQUIVALENT. AS AN ALTERNATIVE TO HOLD—DOWN STRAPS, •14 a.staples maybe substituted for 8d(2}!")nails if minimum penetration cf 1" loads details B1 and B2.Packing out the web of a TJI WALL SHEATHING MAY T ATTACHED AS SHOWN TJI NOTES g y p ( ) 9 TOE NAIL - 10d (3") BOX 6" O.C. IN A3.4(REFER TO FOOTNOTE 4). SEE PD PAGES w/THE HIGHER NAIL into the TJIF joist or rim board is achieved joist(with web stiffeners)is not a substitute for squash COUNT TO APPLY. blocks or blocking panels. SILL PLATE ANCHOR BOLT 1/2"t6 Q 6' O.C.VAND DETAILS Farthest On-Center Spacing per Row N01'E: FOR CONDITIONS w/BASIC WIND 5F'�D AT OR ABOVE VO�710 FOR THE ABOVE(RN BD.)INFORMaTON Is THE/2to9 BucnnoN, NOTED ABOVE. Maximum spacing of nails is' 110 MPH, A5 WILL NOT BE APPLIED WITHOUT COMPARISON •Forjoist widths I%"or less: 18"on-center TO THE PD PA6E5, THE HIGHER # OF NAILS P41LL APPLY. •For joist widths greater than 134": 24"on-center A DDIT TI IONp LE j,ALL NAILS SHORN HEREIN NOT SHOV4N ON SEA �.. PROJECT NUMBER:2023-0053 CC� INITIATED DATE: 11/10/23 ll <U ,1� DRAWN BY: 5BA �' �-� �! CHECKED BY: C5 DRAWING NUMBER: :.' 376A1 0- G-003*00 �o F N E��� PAGE: 4 OF 12 FULL DEPTH INSULATION PROVIDE RI610 VMS OVER LIGHT FIXTURE 16 RATED AIR-TIGHT LIGHT 1N5ULATION EQUIV TO CURB AROUNDAl" FELT AIRTIGHT WIRE CONNECTION FIXTURE GAN (ASTM E-253 FULL DEPTH ADJACENT STEV r FROM JUNGTfON BOX TESTED) INSULArtON OPENING TO BRACE FULL - - . DEPTH TAPE ALL DRYWALL INSULATED � i ," - SEAMS HITECT GEILING/ATTIC y ' s1N5ULATION -- - = SEAL GYPO BD TO TOP - ----; 553 O PHONE: (631) —6333 PLATE W/ CAULK, TYP — — O E30X.a. t : _....._... - i62O GREAT RIVER,R, NEW YORK 1173q THROUGH TOP PLATE W/ AIR TIGHT FOAM SEAL GAP BETWEEN CAULK TRIM 70 DRYWALL AND GAN WITH A DRYWALL -7 SEAL DRYWALL CONSULTANT: GASKET IF REQUIRED BY 6A5KE7/WEATHER5TRIPPING TO FRAMING MANF FOR RATING . BETWEEN HATCH AND STOP AROUND OPENING SWITGHES ON INTERIOR L T WALLS DO NOT REQUIRE4 AM?. CEIL1154'G AT RECESSED SEALING SCALE = 1 —1 /2"=1 '-0" SCALE = 1 -1/2"=1 '-0" OUTLETS ON INTERIOR FLASHING, CAULKED TO PTIONAL: WALL5 DO NOT REQUIRE CHIMNEY W/ HIGH NON-COMBUSTIBLE R1610 SEALING TEMPERATURE CAULK OR SEMI-FLEXIBLE MATERIAL, CAULKED TO GHIMNEY AND FRAMING BOTTOM PLATES ON ,,,,,, V, ��� . �„ KEY INTERIOR WA ,,, - ;..��'�• ;� � �� �, � .�, ,ire;. ., w,��, - -- - LL5 DO PLAN i El i i y, NOT REQUIRE SEALING $ �o�a ...... .. ......... -------- �/% .,,ice <" �i,,:Z a;% %� + :/ n INTERIOR REGE55ED 5EAL INTERIOR WALL W/ -`,1 2" AIR o LI6HT5 DO NOT REQUIRE PLYWOOD SPACE q SEALING 4. WITHIN o GHASE TYP INTERIOR LL SEALING SCALE = 3/4"=1 '-0" r Wr 4" 6 AIR SEALING AT CHIMNEY CHASE - SCALE - 1 -1 2"= '-0" NO. DATE DESCRIPTION 01 12104123 1551JED FOR REVIEW OD OI/18/24 REVISED A5 PER COMMENTS 03 08/08/24 REVISED A5 PER GOMMENTS AIR CONDITIONER SCHEDULE CEMENT BOARD MANUFACTURER MODEL BTU SEER COIL GFM QUANTITY AHRI NUMBER - 000DMAN G5XG1160361C 36,000 17 CAUF36363612 1250 I 202537721 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION FURNACE SCHEDULE COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED A5 A SEALING MANUFACTURER MODEL BTU FUEL TYPE RECOVERY QUANTITY AHRI INSTALLED IN THE BUILDING ENVELOPE. MATERIAL. EFFIGIENGY NUMBER EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR NAVIAEN NFB175 161,000 NAT GAS GA5 FIRED, 5/5, q5l% I 1057gg77 BARRIER. MAX 51DE WALL VENTED BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 5EAL GYP BD TO TOP PLATE GEILIN6/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILIN6/50FFIT SHALL BE ALIGNED W/CAULK, TYP 5EAL PENETRATIONS THROUGH TOP CEILING/5OFFIT SHALL BE ALIGNED WITH THE INSULATION AND WITH THE AIR BARRIER. \ / I PLATE W/AIR TIGHT FOAM ANY GAPS IN THE AIR BARRIER 5EALE0. BUILDING PLAN RE Y IEY V NOTE: AGGE55 OPENINGS,DROP DOWN STAIR OR KNEE WALL DOORS _ TO UNCONDITIONED ATTIC SPACES 5HALL BE SEALED s WALL5 THE JUNCTION OF THE FOUNDATION AND SILL PLATE 5HALL BE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALL5 5HALL BE 5EALED. INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL FINAL MAP THE JUNCTION OF THE TOP PLATE AND TOP OF EXTERIOR WALL5 HAVING A THERMAL RE515TANGE OF R3 PER INCH MINIMUM. EXTERIOR ��� r , 5HALL B WA E SEALED. KNEE LL5 5HALL BE 5EALED THERMAL ENVELOPE INSULATION FOR FRAMED WALL5 5HALL BE I i�+� A INSTALLED IN 5UB5TANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH 1HE AIR BARRIER. D E C I S r O N# RIGID AIR BARRIER CON515TING OF WINDOWS, SKYLIGHTS AND THE 5PAGE BETWEEN WINDOW/DOOR JAMBS AND FRAMING AND DATED:RI610 INSULATION WITHIN BOX PLYWOOD DOORS 5KYL16HT5 AND FRAMING 5HALL BE 5EALED. , GYP BD � J015T5 RIM JO15T5 RIM J015T5 5HALL INCLUDE THE AIR BARRIER. RIM JOISTS 5HALL BE INSULATED. RECEIVED (INGLUDINB THE AIR BARRIER 5HALL BE INSTALLED AT ANY EXPOSED EDGE FLOOR FRAMING CAVITY INSULATION 5HALL BE INSTALLED TO ABOVE OF INSULATION. MAINTAIN PERMANENT CONTACT WITH UNDERSIDE OF SUBFLooR GARAGE AND DECKING OR FLOOR FRAMING CAVITY INSULATION 5HALL BE SEP 2 0 2024 FLOC")"' R A I l AT TUB SHOONER T CANTILEVERED PERMITTED TO BE IN CONTACT WITH THE TOPSIDE OF SHEATHING FLOORS) OR CONTINUOUS INSULATION INSTALLED ON THE BOTTOM 51DE OF SCALE 1 "=1 '-0" FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ZONING BOARD OF APPEALS = ALL PERIMETER FLOOR FRAMING MEMBERS CRAWL 5PAGE WALL5 EXP05EO EARTH IN UNVENTED GRAWL 5PAGE5 SHALL BE WHERE PROVIDED IN LIEU OF FLOOR COVERED WITH A CLA55 I VAPOR RETARDER WITH INSULATION, INSULATION 5HALL BE PERMANENTLY ATTACHED To THE OVERLAPPING JOINTS TAPED. GRAWLSPAGE WALL5. SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FIRE PLACE GHA5E5 AND FLUE 5HAFT5 OPENING TO EXTERIOR OR UNCONDITIONED 00,0 5PAGE 5HALL BE 5EALED. - � - h NARROW GAVITIE5 BATTS IN NARROW GAVITIE5 5HALL BE GUT TO FIT, OR NARROW PROJECT NAME: CEMENT BOARD _ SEAL GYP E30CAULK, TLK,, TYP END GAVITIE5 5HALL BE FILLED BY NSULAT ON THAT ON I VAPOR RETARDER STUDS NSTALLATION READILY 1525 OLD ORCHARD � � W/ CONFORMS TO THE AVAILABLE CAVITY 5PAGE. R GARAGE SEPARATION AIR SEALING 5HALL BE PROVIDED BETWEEN THE GARAGE AND 11 CONDITIONED 5PAGE5. I T VAPOR RETARDER REQUIRED 5EAL PENETRATIONS RECE55ED LIGHTING REGE55ED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL REGE55ED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL STREET ADDRESS: 1525 OLD ORCHARD RD - _ THROUGH END STUD W/ ENVELOPE 5HALL BE 5EALED TO THE FINISHED SURFACE ENVELOPE 5HALL BE AIR TIGHT AND IG RATED/ TOWN: EAST MA u AIR TIGHT FOAM RION PLUMBING AND WIRING IN EXTERIOR WALL5, GATT INSULATION 5HALL BE GUT NEATLY TO FIT STATE: NEW YORK AROUND WIRING AND PLUMBNG, OR INSULATION THAT ON IN57ALLATION POSTAL CODE: IIg3q AIR BARRIER EXTENDS FROM FLOOR TO 2" ABOVE TUB 5EAL GYP BD TO READILY GONFORMS TO AVAILABLE 5PAGE, 5HALL EXTEND BEHIND SCTM #: � FLANGE OR SHOWER BOTTOM PLATE W/ PIPING AND WIRING. 1000-031.00-I5.00-003.000 51TE NUMBER: ENCLOSURE. INSTALL �%,,,,,v CAULK, TYP 5HOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALL5 ADJACENT EXTERIOR ALLS ADJACENT TO SHOWERS AND TUBS 5HALL BE ' T - -� _ •, INSULATION AND AIR BARRIER "A�,,,. EXTERIOR WALL TO SHOWERS AND lUBS 5H�4LL SEPERATE THE WALL FROM THE INSULATED. _ BEFORE SETTING TUB /PHO ELEGTRIGAL SHOWER OR TUB - NE BOX THE AIR BARRIER 5HALL BE INSTALLED BEHIND ELECTRICAL f-��5EAL AIR BARRIER TO ON EXTERIOR WALL5 BOXES AND COMMUNICATION BOXES. ALTERNATIVELY, AIR L ' BOTTOM PLATE AND FLOOR 5EALED BOXES 5HALL BE INSTALLED, _ HVAG REGISTER B00T5 HVAG SUPPLY AND RETURN R.EC715TER BOOTS THAT PENETRATE MAN THE BUILDING W/CAULK, TYP THERMAL ENVELOPE 5HALL BE 5EALED TO THE L TYP 5EAL GYP BD TO TOP PLATE 5EAL SHEATHING TO TOP SUBFLOOR,WALL OR COVERING OR CEILING PENETRATED BY PLATE W/EXTERIOR CAULK, THE BOOT,. — � - XTER t OR WALL CONGEALED SPRINKLERS kqHE5HALL ONLYIBE�EALED N ATO BE L MANNER AT CONCEALED RECOMMENDED S SEAL ���� l�C,`�, PROJECT NUM13ER:2023-0053 �°� BEN 8. q� �'.<�.,; INITIATED DATE: 11/10/23 1 BY THE MANUFACTURER. GAULKING OR OTHER APHE51VE < << '' SEALANTS 5HALL NOT BE USED TO FILL VOIDS B coRAWN BY: SBA BETWEEN FIRE n r s SPRINKLER COVER PLATES AND WALL5 OR CEILINGS. t < CHECKED BY: 65 A WA L L I t L I TUB SHOWER (� , DRAWINB NUMBER: SCALE = 3/4 =V-0" ff SEA .� SCALE = 1 "--1 '-0" `O N��N_ PE N -'uw'O 1 .0%" Co` vu 37'-10" 3'-0" — - 5'-II" 3'-11 3/8" e 2q'-I 1114" ol 3'-11 3/b" 3 SYMBOL LEGEND CONSTRUCTION NOTES ol5'-il 3/a" q'-O I/4" 30 q'-O I/4" 5'-II 3/b" e- STEVIE AFFELT A R I T E C GS NOTE TAG G2 GENERAL - BATHROOMS ARE TO RECEIVE CERAMIC FLOOR TILE 20 - - - = - - - - �� (FULL HEf6HT)PARTITION CEMENT BOARD BASE. COLOR AND TYPE TO BE SELECTED BY CONT. (2) GONT. (2) NEW RATED PARTITION ROOM OWNER. 2XIO" 2XIO" ROOM TA6 1a"V 3 DO P51 POURED _ EXISTING PARTITION TO � G3 GENERAL - PROVIDE CEMENT BACKING BOARD IN ALL SHOWERS I , PHONE: (631) 553-6333 RECEIVE NEW GYP BOARD BATHROOMS ARE TO RECEIVE MOISTURE RESISTANT GYP BD IN ALL LINE OF PORCH ABOVE CONCRETEPORCH P05T PARTITION TYPE TAG I `� I FOOTING P 3'-0" DEEP PO BOX 762 EXISTING- PARTITION TO OTHER AREAS. PROVIDE TILE UP 4'-0" ON ALL OTHER HALLS REMAIN R RELOCATED WITHIN BATHROOMS W/BASE TILE AND GAP TILE. I �° I REFER To 6/A-101 _ GREAT RIVER, NEW PORK 1173a 64 NEW PORTIONS OF KITCHEN CABINETRY AND COUNTER ARE TO BE \ I v I EXISTING DOOR TO CEILING HEIGHT SELECTED BY OWNER. PLUMBER 15 TO MAKE FINAL CONNECTIONS AND I w O I REMAIN DATUM PROVIDE ALL FAUCETS, SINKS, SHOWER TRIM ETC. ALL TO BE 5ELEGTE0 I z I a 4 CONSULTANT: EXISTING DOOR/WALL TO 000 DOOR TAG G5 ME� ROOM 15 TO BE IHR FIRE RATED CEILING AND WALLS. DOORS ARE 0 I I CRAWL SPACE BE REMOVED TO BE 45MIN RATED. ( I VENT INSECT 610 NEW DOOR O SMOKE DETECTOR Gb NEW WOOD FLOORS WITH J" 05B PLYWOOD 5UB G FLOOR THROUGHOUT FIRST ( NEW 2Xa LEDER I SCREE (SEE SCHEDULE) AND SECOND FLOOR U.O.N. --------- - -----------_-- --- -- ------- - G7 PROVIDE DUST PROTECTION FOR ALL EXISTING ROOM5 TO REMAIN. 4 ELEVATION I ` -� SUPPLY -i 2 3 INDICATOR I I CRAWL SPACE VENT I RETURN A 1 1 SECTION I ' " I SCREEN MARKER INSECT I I a e NEW 3,000 P51 CONCRETE 8 TH I U CONCRETE FOUNDATION WALL W/#4 I O O - VERTICAL BARS 9 32" D.G.$ #4 I w o HORIZONTAL BARS ® I6" O.G. I I cn z a _ .. .d^ ae. CRAWL 5PACE ". < ° O a ANCHOR BOLTS AT 32" O.G. I 2" RAT 51-AB OVER . N I v POLYETHYLENE VAPOR 4 4 NEW 4,000 P51 24"X5" CONCRETE —'Al Y, i 3 I BARRIER, 10 MILS z FOOTING W/2"X4" KEY AND #4 I 20 KEY PLAN BARS @ b" O.G. 4. a ° I L__ --- --- DRILL $ DOWEL . 44 a I #4 BAR5 © 12" ° . CRAWL. SPACE L___. I Iw2 r, ''51 r O.G. AT EXISTING BEAM POCKET VENT W/ INSECT I- LI I WALL I SCREEN - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - I Imo lI I II � n - - - - - - - - - - - - - — � 9 Lr�_7J + s q` I I I I lie o Ica I I I I UNDERPINNED FOOTING, 36"X3b" INSULATED CRAWL I I O a °:` ILu SEE DETAIL SPACE ACCESS DOOR III ~� ................ .......... c _ I 2 T 5LA S OV ER N�W LALLY COLUMN W EXCAVATED CELLAR II I zI I I Z ImNAAWr -{ v POLYETHYLENE VAPOR24"X24"XI2" TH P.G. I BARRIER, 10 MIL5 - I I I I I FOOTING, T(P OF (2) X N I �- i o I i w — J I I I I I - — __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I ( I ep �— - - - - - --- - - - - - - - - - - - - - - - - - - - — I I °� NEW 2x @ 16 I NO. DATE DESCRIPTION r---� r---i - - - - - - - - - - - - - - -I `� I - - - - - - - - - - - - - O.G. J'S I OI 12/04/23 ISSUED FOR REVIEW - � I 02 OI/Ib/24 REVISED A5 PER COMMENTS - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - � I r - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-- - -�P I EXI5TIN5 PG FOOTING AND I I 14"41) 3,0 00 P51 POURED i FOUNDATION I I CONCRETE PORCH P05T 01 I I I WALL �I I FOOTING, TYP 3'-0" DEEP, REFER TO b/A-101 w I LINE OF PORCH ABOVE s, I sn x2 vJ Nv I I I I I I x0 - x0 I I UP BEAM POCKET I I BUILDING PLAN REVIEN NOTE. IElo- - - - - - - - - - - - - - - - - - - - - - - -� I IS I � - - -- - -------- ul 4 - - - - - - - - - -I - - - - - - - - - -- - - - - - - - - - - - - -- DRILL 4 DOWEL #4 BAR5 ® -NAL MAP -- ------- - - - - -_ -------- 12" O.G. AT EXISTING WALL, MD ; Zgp -------; I -------- I I TYP1" 1 UNEXCAVATED3 eEXCAVATED P ---- NEW 3,000 P51 CONCRETE &" TH cNv O _-- CONCRETE FOUNDATION WALL W/#4 3 o -------- VERTICAL BAR5 ® 32" o.G.a #4 HORIZONTAL BARS ® Ib" O.G. I L---®�,_,_ -,__,,,,--_- ANCHOR BOLTS AT 32" O.G. I i RECEIVED — ---- I —_— NEw 2xaiEocFR SEP 2 0 2024 NEW 4,000 P51 24"Xa" CONCRETE -----_---- `� ZONING BOARD OF APPEALS FOOTING W/2"X4" KEY AND #4 I mm_ LINE OF PORCH ABOVE BAR5 ® b" D.G. NEW 2X63 LEDGER I 'n NEW 2XIO BEAM PROJECT NAME: - BEAM POCKET 15'V 3,000 P51 POURED 1525 OLD ORCHARD R D CONCRETE PORCH P05T FOOTING,TYP 3'-O" DEEP, REFER TO 6/A-101 ADDITION _ ..........'..... STREET ADDRESS: 1525 OLD ORCHARD RD TOWN: EAST MARION STATE: NEW YORK P05TAL CODE: IIg3q 5GTM #: 1000-031.00-15.00-003.000 51 TE NUMBER: -- CELLAR REMOVAL AND NEW CONSTRUCTION PLAN 2 5EALW��RA PROJECT NUMBER:2023-0053 20 INITIATED DATE: 11/10/23 co j Cr DRAWN BY: 5BA qi'r'*,;.,,.., ,.z �� Cs t' CHECKED BY: 65 EXISTINC CELLAR AND FOUNDATION PLAN PROPOSED CELLAR AND FOUNDATION PLAN 2' 4 g' =� � DRAWING NUMBER: � 9 1 SCALE = 1 4"==1 '-0" SCALE = 1 q-"=1 '-0" 1/4" = 1'-0" ' �761� = A- 100.00 "� PAGE: 6 OF 12 41'-3 112" J&'-3 112" e- q 1-5 112 lq'-4 112" q 1-5 112 it CONT. (2) 2X6" H I T E CT .......... SYMBOL LEGEND CONSTRUCTION NOTES ........... 20 A R ..................... . .... NEWPARTITION ................................................ ................. .............. NOTE TAG 02 6ENERAL - KITCHEN AND BATHROOM5 ARE TO RECEIVE CERAMIC FLOOR ...........................- (FULL HE6HT) TILE $ CEMENT BOARD BASE. COLOR AND TYPE TO BE 5ELECTED BY .. ..................... I PHONE: (6931) 553-69333 --1.11111111.................................... NEW RATED PARTITION ROOM ONNER. ............. ......... .......................................... ................... ROOM TAC, PO E30X 762 ............. EX15TIN6 PARTITION TO 63 GENERAL - PROVIDE CEMENT f3AGKINO BOARD IN ALL 5HONER5 GREEN RIVER, NEW PORK 11-73q RECEIVE NEW GYP BOARD PARTITION TYPE TA6 BATHROOMS ARE TO RECEIVE M015TURE RE515TANT 6(P BD IN ALL .......... W-C)" X 20 f-Oil .............. ....... ............... ............. .............. EX15TIN(5 PARTITION TO OTHER AREAS. PROVIDE TILE UP 4'-0" ON ALL OTHER WALLS 20 5OFT .............................. ........................... ................... ........... . ..... REMAIN R RELOCATED WITHIN BATHROOM5 W BA5E TILE AND CAP TILE. its Q) .......... ........... 64 KITCHEN CABINETRY AND COUNTER ARE To BE 5ELEGTEO E3'( OWNER. HOLD DOWN CONSULTANT: EXISTING DOOR TO CEILIN6 HE16HT PLUMBER 15 TO MAKE FINAL CONNECTION5 AND PROVIDE ALL FAUCET5, ANCHOR, T-(P =/ r— I - I-- .I ..- -1.11 1 ......................... REMAIN �T— ........ 5CREE- IN-IN DATUM 5INK5, 5HOPqER TRIM ETC. ALL TO BE 5ELECTED BY OWNER. KITCHEN 15 TO FOR SYMBOL + PORCH ROOM ............ RECEIVE BACK5PLA5H TILE, 5ELEOTED BY OWNER AND IN5TALLEO f3,( DOOR/WALL TO EXISTING I DOOR TAG CONTRACTOR. BE REMOVED e xj C5 MECH ROOM 15 TO BE IHR FIRE RATED GEILIN6 AND kqALL5. DOOR5 ARE ............................................ TO BE 45MIN RATED. bil NEW POOR 5MOKE DETECTOR FLITCH PLATE BEAM (2) 2X12 (5EE 5CHEDULE) C,(9 NEW WOOD FLOOR5 WITH J" 0513 PLYWOOD 15VBFLOOR THROUGHOUT FIR5T -------- K/(1) TH 5TL PLATE ELEVATION AND 5EGONO FLOOR U.O.N. IK71 Lu SUPPLY 4 A-1 2 INDICATOR < < RETURN 1 = DEN 5EGTION W-O" X 14'-b'q VININQ RM �-u iE - MARKER :�z (3 1<� Ig 203 5OFT t-All 2 j ® O 0 W z Lu lcf& 5OFT L LL 2Xb EXTERIOR LOCATED UNDER FLITCH PLATE BEAM 2X12 ..... ...... W(2) 3/5" TH 5TL PLATE5 KALL5 EXTPqALL FLITCH PLATE BEAM(3) 2X12" KEY PLAN ABOVE 7777- K/(2) 3/5" TH 5TL PLATE5 _Z1 LOCATED UNDER lflEXT NALL ABOVET < I I - - - - - - 14 R15ER5 AT off < -1-1311b" ff 1 Sill H=2'-4" Sill H-T-0" TREAD5 N <------- -- ---- ----------- J--- RE-U5EO FRONT o j i FLITCH PLATE BEAM (3) 2X12" DOOR W(2) 1 TH 5TL FLAt5 x FOYER 71,—117 \z 0 X q'-7 W1, 'N is) 515 50FT If . .............. Ill X qf 1311 W-3" X clif-63" Pri ITI: N Q \ � g) 1H"\\\ ""\ : i 10q 5OFT 10q 5OFT it Mir m Lu LL Lu If Sill H=2'-6" EX15T BEAM • NO. DATE DE5GRIPTION —-—-—- 01 12104123 1.55UEL-) FOR REVIEW 02 01/15/24 REVISED A5 PER COMMENTS ............................. i-1 L C-) (3) 2XI2" tY I N I = o% t = Ll i 9 MIN FRAMED PORCH Zz 1z ll-- ON L>wl O 10) Lu O L QN 10'-0" X cf'-2" 101-011 X T-211 <Uj q2 50FT q2 50FT FLITCH PLATE BEAM(3) 2X12' Ill- if X X ql-b If 3 ql-b" W-3 W(2) TH 5TL PLATE5 107 5OFT 107 5OFT L -7: LOCATED UNDER BUILDIN5 PLAN REV' IEN NOTE: i7) L A EXT WALL ;; I I ABOVE - - -i=, __ i --------------- FINAL MAP Sill H=T-0" Sill H=31" EX15T HEADER REVIEWED BY ZBA I i i m Y FRZ DECISTON# DATED. y PANTRY < L - - - - - - - - - - - - - - - - - - - - - - - - -I - -t-- I ill 2i W-2` X 6-b + - \z = v I I 2Xb EXTERIOR 2!, qO 5OFT I MLL5 (2) 2X&11 RECEIVED .............. SLID 2 0 2024 -- - - - - - - - - - - - - - - - - - - - - - - - -- FRONT HOLD DOWN DOOR BREEZEWAY rn ANGHOR, TYP ZONING BOARD OF APPEALS FOR 5rME30L q 112 -Jo-Ii I PORCH UNDER ° I i i BREEZEWAY OVERHANG PROJECT NAME: 1525 OLD ORCHARD RD A Vw& mr& 0% PA I AUDITION 5TREET ADORE55: 1525 OLD ORCHARD RD TOWN: EAST MARION STATE: NEW YORK P05TAL CODE: IIq3q 5rTM #: 1000-031.00-15.00-003,000 51TE NUMBER: FIRST FLOOR REMOVAL AND NEW ------------ CONSTRUCTION PLAN IA2 5EAL PROJECT NUMBER:2023-0053 20� co INITIATED DATE: 11110123 qA1 x- L J DRAWN E3(: 513A CHECKED 13-(': C,5 01 2" 4 8- 1 DRAWING NUMBER: EXSITING FIRST FLOOR REMOVAL PLAN 2 PROPOSED FIRST FLOOR NEW CONSTRUCTION PLAN if ME ID )P2XI FLITCH K/V(2) i SCALE 1 /4$1=1f-0 SCALE 1/4"=V-0" 1/4" V-0" 0376A� 0�' A- 101 900 I PAGE: 7 OF 12 z STEVE AFFELT SYMBOL LEGEND CONSTRUCTO" 4' NOTES �_!74- Lf PROVIDE 36" 4HITEC"" NEH PARTITION r4_G_5_1 NOTE TAc, 62 57ENERAL - KITCHEN AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR A R(FULL HEIC7HT) TILE CEMENT E30ARD BASE. COLOR AND TYPE TO 13E SELECTED E3'( y HEATHERHATCH ICE AND IHATER DAM @ VALLEr-5, NEkq RATED PARTITION ROOM OHNER.ROOM TAC,EX6TIN5 PARTITION TO C3 6ENERAL - PROVIDE CEMENT BACKINO BOARD IN ALL 5HOHER5 RAKES, $ ROOF EPOE5 AS ONE: (631) 553-6333 IPH RECEIVE NEH 67rP BOARD BATHROOMS ARE TO RECEIVE M015TVRE RE515TANT 67(P 00 IN ALL ....... >PARTITION TYPE TAC7 !� 1 PER CODE PO E30X 7692 EX15TINC7 PARTITION TO OTHER AREAS. PROVIDE TILE UP 4'-O" ON ALL OTHER HALL5 ..........? OREAT RIVER, NEN '(ORK 1173q REMA,1N R RELOCATED HITHIN BATHROOMS K/BASE TILE AND CAP TILE. �7_ I64 KITCHEN CABINETW AND COUNTER ARE TO BE SELECTED E3(OHNER.EX15VN6 DOOR TO k x,-x,, CEILINO HEIC7HT PLUMBER 15 TO MAKE FINAL CONNECTIONS, AND PROVIDE ALL FAUCETS, ........NEH 2X& RR'5 @ ........ NEN 2X& RR5 @ REMAIN Ib O.C. (NO.1 OR DATUM 5NK5, 5HONER TRIM ETC. ALL To BE SELECTED B-r ONNER. KITCHEN 15 TO T: ............. .... ...... ,TED B-( OHNER AND INSTALLED B( 1"ER) r, ! i I : 3 : t �> . . . I BETTER)RECEIVE I3ACK5PLA5H TILE, 5ELEC 13E EX15TN6 POOR/HALL TO DOOR TAO CONTRACTOR. I3-q 11411- ­31" 31411"BE REMOVED 51 65 MEGH ROOM 15 TO BE IHR FIRE RATED GEILINO AND HALLS. DOORS ARE > T TO BE 45MIN RATED. I > .......NEH DOOR SMOKE DETECTOR 5'-(o 314 , -5 ,515 q 3 5/A' (SEE 45GHEPULE) G6 NEH HOOD FLOORS AITH 05E3 PLHOOP 5Uf3FLOOR THRour-HOUT FIRST L lo AND SECOND FLOOR U.O.N. `�z_-F ELEVATION 5UPPLIr ..... ....... ........ ....... INDICATORIII............................ ......................................................................................................... ........... ......................... .............. ............N ....................I ........-. ....................... -----------------RETUR ......z ri ... .>. ......... .............................SEC, ........................... ............................. ............ ..................?NA-1,F MARKER TION . ....... .........f i BALCONY ........ ... Y. ...................................................... ........................ I........... ........ ..................... . ..... ......................... @ IT^ .................... ------.............................................. .......................... 2' 10 RR5 PRIME MA50NRY NEN> ........................................................................................................................ ................................ 1611 OG..................... y 0qO.I OR l -.= * i. I-! ; � . i ; i ................. ..........--------­­ ....................... ......... ...................................... ................................... ...................................>FASTENERS APPROX. 24" (610 mm) O.C. E'T L........ .... ...................................—SEALANT - CONTINUOUS BEAD I'IYP,IFA5TENER5 MAXIMUM (203 mm)O.C.FOR LEN6TH5 UP TO 12' FOR 5(MBOL _X6 EXTERICIF I005 mm)AND 4"(02 mm)o.C.FOR LENC7TH5 ABOVE 12"005 mm) .. ....... HALLS EL517060b5 OX...... ....... 9 KE( PLAN ISET IN BITUMEN IEL ENEROYOUARD CANT STRIP 101-011 0743 E-162 mm) O.G.—2" (51 mm) HIDE CLIP - APPROX. 50" 4 > 0 .............................u—RUBEROID C -7 L-AFOLA5 BASE FLA5HINC In EASIER BEDROOM bx( s Lu W-1011 x III-011 2 (D ON L1 —RUBEROID OAFOLA5 MEMBRANE ..........( 2(95 SOFT 04 BASE/PLY SHEETS rqt:Y� ZA10: RR Ifq C)b (Nu.1 uK fd,62 ? LLI BETTER) >...... ........--7UARD ROOF INSULATION ......ENEROYC Lu' 7 12' J 4" 1/411 3X314 \V 1, I 7r,rz x DECK IS)4-011!OVERHAN5f 2X& Cj'5 @ 11 L IO.G. Lu wr 60 ....... .... in CO SOFT -5HT, I1.WEN PARAPET KALL EXGEE05 24"WO mm)IN HEIC REFER TO DETAII M13/BUR b, "H1644 PARAPET KALL." ...... ........ ........ NO. DATE DE50RIPTIO N n 01 12104123 155UED FOR REVIEH ...... .... bx(,b> 02 00,5124 REV15ED AS PER COMMENT5 2.MA50NR(KALL5 TO BE PRIMED PRIOR TO FLA5HINC 2 Eo I Eil HOOD KALL5 REQUIRE BA5E 5HEET NAILED TO KALL 5" . ..... f,....... ... .....j.............>(2o3 mm)o.r,.ALoNr:7 TOP AND LAP5 AND&"(203 mm)O.G. r L THROU6HOUT THE FIELD OF THE OA5E 9-EET ON THE KALL. > ...... ......2X5 CJS @ 161 3.BA5E FLA5HINS7 ON ALL 15- t 20-YEAR 67VARANTEE ? I..... ........5'(5TEM5 MU5T HAVE A BA5E FLr. REFER TO FLA5HINC .... .......MEMBRANE APPLJOATION AND FLA5HJN57 5PECIFICATION 2X(q EXTERIOR, ...... .....PLATE5. KALL5?4.5EALANT AT TOP OF 5URFACE-MOUNTEP IMAWER aO5ET <,E ITEM AND MU5T 13E 11 10'-O" X 10�-2"COUNTERFLA5HIN6 15 A HAINTENANC t IMAINTAINED THROLC-HOUT THE LIFE OF THE ROOF TO EN5URE 102 SOFT ....... ......A KATERTIC44T 5EAL l I > <.............. ... ........I101-oil OPTIONAL P(25 mm)X 4'(102 ......NEN 2XIO RR5 @ NEH LAP 51PINC-7 H/AIR mm)5HEET METAL 6RAVL 5TO >(36"(qi4 mm)_50JARE MIN.5EE ....... 161, O.C. (NO.I 01�13ARRIER OVER EX15T ! ......NOTE5 BELON 5HEATHIN3 ON HALL 5TV05 r BETTER)'2X6 EXTERIOR.......... .........I........L HALL5 JW R1q INSULATION .......5OFFIT BRAGIN6 16" 0.6. W I7.> IIj L f BUILDINO PLAN REVIEH NOTE: J'-Cf 114 <...... ....... ........................... II -5314 <31............ <T .......... �4 ..........1 j...,I5TRIPPINO FELTS ......HEADER AS PER PLAN T AZEK TRIM OR EGUIV STRAINER . ...... REVIEWED BY ZBA T)­7 ......1z ...... ......IDFCISJO 1, �j ...... N# GLAMPINO RINO ........... .................-EATHER PROOFINC7 I......i .111,1--i- j L I . - , J - J , -1 L 13UT'(L � 1"'RU5EROiD 57AF6LA5 FLA5HINO IHRAPPEP AROUND HINDOH ....... I............. ILEAD FLA5HIN5 5ET IN FLA5HIN6 CEMENT ALUM DRIP E06E T........IT 000 IANDERSEN HINOOH 5E /PLY 5HEET5 I . ...... RECEIVED DEGK CLAM ...... ... ...-4- i­ISEP 2 0 2024 Ij T IIy.......ENER67'(60ARP ROOF 1 1111 1, j-TAFER IN5ULATION 24"(610 mm) IIZONING BOARD OF APPEALS WINDOW HEAD DETAIL T, f y DONN TO DRAIN ... ....D E G K 2 ISCALE 3 i Y I-fi TO 4-1-13.0.13 kq 17 ........ . .....1.MINIKH 30"(762 mm)50UARE,2 TO I.&I kq)LEAD OR Ib-OZ.5OFT COPPER FLA5HINC,.5ET .................ANDERSEN HINPOH PRIMED FLANOE IN ROOF CEMENT IN MOP M 5A t-0,COLD PROJECT NAME: 1 f 1 M5,OR WR.5ET PRIMED FLAN6E IN HEAT-50FTENED ...............MEMBRANE ON TORCH APP OR HN 535 5Y5TEM5.PRIME TOP 5URFACE BEFORE 5TRIPPIN6. I�3 Lu IICONTINUOUS EXPANDING- IN5UL r 1525 OLD ORCHARD RD -CRANE PLIE5,METAL FLA5HINO,AND FLA5HIN5 >2.MEt Z FOAM AROUND HINPON FLJE5 EXTEND UNDER CLAMPINO RIN67. ...... O � 3.5TRIPPIN6 FELT5 EXTEND 4"(102 mm)AND (203 mm) >> OVERHANO BE'(ON0 E06E OF FLA51HINO 5HEET,BUT NOT BEYOND E06E OF 5UMP.IN5TALL 5TRIPPIN6 BEFORE IN5TALLATION OF CAP AUUMU14 AZEK 5TOOL -RAVEL.5HEET OR C-!ON MM OR APF STREET APPRE55: EGUIV INEN 2XIO RR @ J NEN 2XIO RR @ 1525 OLD ORCHARD RD 1 T' ......... .....161, O.G. (NO.1 Ib" O.C. (NO.1 OR--? OR, TOHN: PROVIDE CONT. BEAD EAST MARION BETTE DETTEI,v OF 5EALANT AT STATE: NEH 'fO7K , .........................01-06KIN6 AND 6YP P05TAL CODE: BUTYL HEATHER BOARD A6A1N5T 5iLL I1000-03LOO-15.00-003.000 5rTM #: PLATE .. . ......L Q)PROOFIN6 . ....... j-off I -51TE NUMBER: ARAPPED AROUND ............AINPON ..... ........ ....... j j r T. >< S E CO"NOD FLOOR RI 610 E30ARD =NO .1._c+EET LEAP MINIMUM OF 2-112 POUN05 PER . ........ j t i i N ...... NEW INSULATION, MIN R-3 50ARE FOOT(12.2 K6 PER 5OUARE METER). ........ T A >Ij CONSURUCTION PLAN (45-7 mm)CLEARANCE FROM PIPE5, WALL5,NEH LAP 510IN6 K/ 2.MINI"0 ............ ........ ............. .............AIR BARRIER OVER AND CVRI35.PREFERRED 2-PLY ALTERNATE j j 1 ......:i: j .......... J ........ ...... FROJEGT NUMBER:2023- I05B 5HEATHINC, 3.FOR HEAT-kELD OR TORCH-APPLIEP RLBEROIP I0053 M5,TORCH THE AREA OF RUBERCIP M13 OVER WHICH INITIATED DATE: ON HALL STUDS K/ C 11110123 L TE METAL 15 TO BE PLACED TO A MOLTEN 5TATE. ................7 . ..... IT-1 5PRA'( FOAM IN5t)L- PRE55 THE PRIMED FLANOE INTO THE MODIFE0 PRAHN f3(: 513A IBITUMEN NHII F IT 15 5TILL MOLTEN. CHECKED B G5 2 4 8t PRAHIN6 NUMBER: WINDOW SILL DETAIL FLAT ROOF DETAILS PROPOSED SECOND FLOOR NEW CONSTRUCTION PLAN-1 3 4 1/4" V-0" 7,,\, 0376A� A I 0 uft SCALE = Y=V-0" SCALE = "=V-0" SCALE = 1/4"=V-0" _�c 0 P N r,-,N PACE: 63 OF 12 rm roll T SYMBOL LEGEND S T 3STEVE AFTEL NEW PARTITION NOTE TAC7 G2 GENERAL - KITGHEN AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR - - — — - - — -- - - - A R Co H IT E C (FULL HEIGHT) Fl�El TILE $ CEMENT BOARD BASE. COLOR AND TYPE TO BE 5ELEGTEP BY NEW RATED PARTITION ROOM OWNER. EX15TIN6 PARTITION TO ROOM TAG63 GENERAL - PROVIDE CEMENT BACKING E30ARO IN ALL SHOWERS PHONE: (631) 553-6333 RECEIVE NEW GYP BOARD BATHROOMS ARE TO RECEIVE M0151URE RE515TANT 67(P 50 IN ALL PARTITION TYPE 7A6 PO E30X 7692 EXISTING PARTITION TO OTHER AREAS. PROVIDE TILE UP 4!-0" ON ALL OTHER WALLS GREAT RIVER, NEN PORK 1173cl REMAIN R RELOGATED WITHIN BATHROOMS W BASE TILE AND GAP TILE. G4 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. EXISTING DOOR TO CEILINC, HEIGHT PLUMBER 15 TO MAKE FINAL CONNEGTION5 AND PROVIDE ALL FAUGET5, REMAIN IT DATUM SINKS, SHOWER TRIM ETC. ALL TO BE SELECTED BY OWNER. KITCHEN 15 TO RECEIVE BACK517LA5H TILE, 5ELEGT-ED BY OWNER AND INSTALLED BYGON5ULTANT: EXISTING DO TO DOOR TAGGONTRACTOR. BEREMOVED 65 ME6H ROOM 15 TO BE IHR FIRE RATED GEILINO AND WALLS. DOORS ARE TO BE 45MIN RATED. NEW POOR 0 SMOKE DETECTOR (SEE SCHEDULE) a NEW HOOD FLOORS WITH J" 055, PLYWOOD _13UBFLOOR THROUGHOUT FIRST - - - - - - - - - - - -- AND 5EGOND FLOOR U.O.N. - - - - - - - - - - - - ELEVATION F71 SUPPLY A-1 2 INDICATOR ............ 4, RETURN z 5EGTION A-lr 0 MARKER A 0 r .........r j ........ 0 ... ............ ............._J........ j j J.-I Ix KEY PLAN ........... .............. ....... . ...... 'J T ........... N;tp 00 I_,Ly..Ly IJ j _j.........i, . ........ .... ........< ........... ... y N .......... b.1.y \"v_ .......... z ....... ....... J.. .1 ...... ft 'IT T 1-134"XI 30 2X,16 RR5 -7/5" R106E,,I NEW ....... ...... lb" 04 (jNO,l OR ---L E3 R) 1. iNEH 2XIO RRS oJi j j................... t lb" O.C. (NO.1 0-.4 a aikow ir BETTER) wr 60 j J j NO. DATE DESCRIPTION Qi REVIEW 01 12104123 ISSUED FOR RE J_ ... ....... �j 02 01/1&/24 REVISED A5 PER GOMMENT5 J X j Ii ti T ILI .... ...... ..... F 5 @ NEW 2XI0 RR 5 0 NEW 2XIOi RR ...........5IE?E'5 WITH 3M FIRE BARRIER GP 25NB CAULK. 51DE5 WITH 3M FIRE BARRIER Cp 25ke CAULK, 0 GI (NO.I OR 0.6. (N I OR R) BE BETTE CONTIN106 BACKER ROD AND CAULK BOTH CONTINUOUS BACKER ROD AND CAULK BOTH J PAINTABLE CAULK OVERHANG" 2X4 NOM TOP PLATES (2)2X6 NOM TOP PLATE-5 OVERHANG J (2)2X4 NOM TOP PLATES IWL WERE REQUIRED INSULATION,REFER To PLANS .........I I-- ......WL A 510I.N67,TB9 13Y OWNER Q) ,z J J­ T .......J.... .. 17. -R AIR BARRIER D EACH LAYER 5/5"FIRE RATED 6YP.BOARD EACH T7.T 71 Tl T 7:E [11 LAYER 543"FIRE RATED GYP.BOAR H 5tl2lf W f-114'TYPE N COARSE THREAD GYPSUM 51DE W 1-114'TYPE N COARSE THREAD 6YP5UM BUILDIN6 PLAN REVIEN NOTE: SGkEWSTHICKER RLYNoov 5HEATHiNe, W ..........J OR __j `. I ...........1...... (11 LAYER 515'FIRE RATED GYP.BOARD w T i. J­­k...J­'­................ 1-114'TYPE N COARSE THREAD(9YF_cCM ...... 5CR5,6 A ....... L ......... 11AP NON!.2X4 WOOD 5TW5 alb'O.C. NOM.2X6 WOOD STUDS 01b"O.C. NOM.2X4 HOOD STUDS olb"O.C. n. NN ........... BY ZBA �WrWOOD HALL BASE WOOD HALL BASE WOOD WALL BASE j 2X� NOM BOTTOM PLATE 2X6 NOM BOTTOM PLATE 2X4 NOM 130TTOM PLATE ,--Wt'TINUOU5 BACKER ROD AND CAULK BOTH CONTINUOUS BACKER ROD AND CAULK BOTH PAINTABLE CAULK. 5fn-5;qfTH 3M FIRE BARRIER CP,25W CAULK. 51DE5 WITH 3M FIRE BARRIER GP 25HB CAULK. m7—NEP4 FINISHED FLOOR EN FINISHED FLOOR H FINISHED FLOOR c) FLOOR FLOOR FLOOR AL Fl��__ RATED WALL TYPE TYPICAL INTERIOR WALL TYPE RECEIVED 3 > IHL�F: Fo ..... ------ of�5 005) ....... ... ........ SEP 2 0 2024 ZONING BOARD OF APPEALS RIDGE CAP TO MATCH ROOFING 5HIN6LE5 GONTINUOU5 RIDGE VENT 5IMP50N HURRICANE STRAPPING WITH PRE5GRIBEI? NAILS .... ........ ...... .... ...... ..... ......... .. ........ - WITH IN5EGT 5GREEN ......... .... ......... ... ......... . ...... BOTk 51DE5 ASPHALT ROOF 5HINC-LE5 OVER EX15TINO 30# FELT 050 PLYWOOD PAPER. PROJECT NAME: STRAND SHEATHING III 1525 OLD ORCHARD RD L LLL_L LLLL L LLLLI.- t_LL_LL_ A Vft lmr& LLL hl I AUL)ITIOIN III STREET APPRE55: 1525 OLD ORCHARD RD PROVIDE 3b" TOWN: EAST MARION �,EATHERHATCH ICE AND 5TATE: NEW '(ORK HATER DAM @ VALLEYS, P05TAL CODE: llq3q ----------- --- RAKES, if ROOF EDGES A5 - ------- 5GTM #: 1000-031.00-15,00-003.000 PER CODE 51TE NUMBER: 0 - ----- II I1 - RR p \(o I III 16 0 NEW R`0 0 F" - - - - - - - - - - - - - - - - - - - - - - - - - - -- A lk I - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION PLA INA SEA PROJECT NUMBER:2023-0053 ALTERNATE 5IMP50N HURRICANE 14 E3 INITIATED PATE: 11110123 CONNECTORS AT EACH RAFTER co/ to DRAWN E3r: 50A 0 * -4 GHEGKED f3(: G5 of DRAWING NUMBER: 2' 4 8' ja ROOF RIDGE VENT DETAIL PROPOSED ROOF PLAN 2 1/4" = 1'-01' %, 37 J1 Am I uJouu SCALE V <1 SCALE = 1 /4"= -0" OF N V-\N PAGE: cl OF 12 ljlj 1111 ill 111111 lial 11 111111 1 11 ill I Im 11 %- I EVE AFFELT h7.0.RIDGE SYMBOL LEGEND 20'-3" NOTE - . .....I... /-� TATNI .�;r"'�.l..I-'."..­II...1-�l,­,"'"-"1­.'-�'.',-..O...,.."I-."..'..�,.­,,.,..,.'.,..1-.,'z.­.".,�.""p.".I.'/I-.-s1.-4�.:::i::.-/,�.,"I-..,,�.. �-..­,s:iIIl_._i.1�..�1i%....1i_.�1�1:-.�.".�­_�.�-.-i�:.".,­."..,.�..s.I:iI:i1.�'.-­..�,..._..'i--i�7.-_I'.7­_..­I�.�.,i.-..­.....�.'..­...�.II..­...........­.'I�i.­��I...bI.�.1........7.'....�.*­.....:;i I..::_1...._.1­....­'...._.1...I1I..I.!...,'1 ..._..�......1...._.7...._.......Ii:...­.._..­..1"...�.�­.1­.i....1.:.j.._..1..'_11,...,.._-:I',...­._...,.I..._....Q..I.:,..,.­­...,_...,;I'.....�'.-...._i..'.�..."Is._.....­..�.l,,.I�.-._.i I,,...._.1:..I...�"_.."�;"II.'.:....I.,I.�._.,�..�'. ..­.�...�.'..._.­�,"-..­.._.[.I"_...­.._...­._...:I.1., ..-."-...,."._..�I 1i�!�.'l..I.I..­.._.'.-.j.1i..i::-....1.­..I�,....�.1�..-.­...j1"�.iI'I: ._..-........".-I..'.l...-....1....;1':::.��I.-...._._.��Ii::i:._—_.1...-1:;-._-I 1.—],�".1�'-1_—.�,�js_::, ._1.-'_1�­­_j1"1-��I 1.,"I.�­I_.-"�­_..FI_i,1��_4..i-i�r::­.�1.-."._-I�T�1:::::1.,.�._.II_I.I_-�'t:'.I._1" -_­"..­­...."...sI"'I'.I.�"riI "­l... 'Is.s�l.:.;;�'.s;."i­I'ssIII�_I'­ ­'".1­I!�i'"1":�­��I..,."I'_"'1"1.II.­I,5:..:.' "�111.*1's" -­"'-I­L,-.'�'-.,":,I_­"I _�I_ .,I!.I.i ,.f I'l.' ,.I,,�_I 1'.'tiiII -VI'�.i­_'1­1'­11-1..�o­i�i­1 71.­".,o',11.�-.­ K..-*1I .*1"._�.-I 1 I�...­..­­7.�:I..I,,1',.-... ...,..-"-":'.1...' 1�..­"l_..,.slII,I;;.::.:' II- �..Il�.,i:_ij I.­ ­­�I.ii!�­::�i I �__­­.. iii "�.* -�."_.,I.�._.-��.�.,. '",,;,,_- _1 11_� ,�.,IIi _-._­­­�..-�­:- 1-­:.._..­. ­_.'..­.._._..­.......:­....__.-.._1.f. :.:.�."�­,.­..-.:..­�:_.�_...1-I....-._­-_,:....­-._,��­.-..._.-..�.-.­_'.­-_...­­.-._._-..I.­_..-. ..-..I...�..-.�.­.."-..-..-..­-.....��._.....'-­._.._-....­..�­..'.....I­­_....­�.....�...._.�....-.­��...I...._�......... ­­.i.-.'.. .'�...-­....�-I.._.-..F:._- .-_..._.-..-I._._..-..-...��_....'_..- _.I'­...:-..'_..­l_..l_..,...7.­.._:.­..­:..­_�_._:...­_�'�...­._...:�.,..-.q.7.... .....�l.I.._...._..-.. O.. �J-...�H._ N�..1qD'1 L..�-.1.z'"O.�ie..' ,_.".'- 'T..C.�.t'.I_ '.0. EL NEW PARTITION / G5 IA /' (FULL HEIGHT) -. . .......... B.o.SOFFIT _....... _,,.:,. M,..::...................._. . ..1.1.,... .......,.,.,..,.,.....,...,..... .. . NEW RATED PAR ROOM nO 1 . ROOM TAG I� b'S-3/4°�\ EXISTING PARTITION TO 1 PHONE:II-R( 9I:N I ICN3N 553-633-__dTl FINISHED FLOOR ELEV . . . . . ....... ....... . . ._ . . # fill TR EI IN RECEIVE NEW GYP BOA T 15'a-3/4" . . . .:.:. PARTITION TYPE TAG PO BOX 762 - '%-' EXISTING PARTITION TOE - , . :; CI- RE AIN R :,:.- M RELOCATED VER, NEW YDRK 1173a __ _ _ IE �;;;. _. . ._ . ._-... . .----. . ....._......... .. .... ......... ....... ..........1....... . EXISTING DOOR TO _ - HEIGH . ___-_._ _ _____ ____ REMAIN CEILING T ... - _ .. ............................. ...... I............ .........I............I........ .... .......... ..... ... .........._.. ... .. ......I.... DATUM CONSULTANT: _.... . _ .. .. . . EL GA2g43 E EL CA2g43 E _ . ........ .. - - .._..- .-... -- -- - LL TO 000 DOOR TAG . .... . . . . . . . . . . . . . . BE REMOVED _._._._......._........_____..__._..._.._........_...___-._......--..___.............__..___........................_._ .__...... - .-. EXISTING DOOR/WA .. . _ . . . .... ...... . ..... .... ... FINISHED FLOOR ELEV :----.-A-_ _ - . .._...-____ ...:-____--._. ----_. . _-------_- -- - O 5MOKE DETECTOR _.__ .. _...._ - _._.................. _.............__.. _ .... "7. .._......... 81O NEW POOR a'I-3/4" -_. . _..._. _.. __.. _ ....... - --_- - -.._ (5EE SCHEDULE) _...__„__�. _,_..,_____,__-..._...,__,._.____ _______............. ............... ____._...„..__ 80.50FFIT - -- - 7'-4" _. _- __ _.... -- SUPPLY 4 A-i 2 3.0.WINDow HEAD . -......... .._.....__..... . ...___. . --. -.. . ....-. . ............_...................__-- INDICATOR . . . . . . . . . . . . . . . . . . a„ . ,,,,.. N u i „�' RE1UR _ _ 1 �I - ---...- -- -- - %: MARKER r,, . . . . . . . . . . . ,:.> . . . . . . . . . . . . . . . . . , ,, I �. -H ELAWN371q ELAWN371q -- --- --- ....... _ .......... z? EXIST EXIST _ , ELANN4127 - - ............... .. . .. . . _ _ _ --........ _ _ __ NS UCTI �FINI5F1)D FLOOR ELEV_ -- . --- - -- - - G2 GENERAL. - KITCHEN AND BATHROOM5 ARE TO RECEIVE CERAMIC FLOOR TILE $ CEMENT BOARD BASE. COLOR AND TYPE TD BE 5ELEGTE0 BY KEY PLAN OWNER. t 0 C3 GENERAL - PROVIDE CEMENT BACKING BOARD IN ALL 5HOWER5 � 4 1 BATHROOMS ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALL � + ,�� OTHER AREA5. PROVIDE TILE UP 4'-O" ON ALL OTHER WALL5 q WITHIN BATHROOMS W/BASE TILE AND CAP TILE. q 9 % �•'4X"_"'y PROPOSED SOUTH ELEVATION (NEIGHBOR SIDE G4 KITCHEN CABINETRY AND COUNTER ARE TO BE 5ELEGTED BY OWNER. �� 0 4, - PLUMBER 15 TO MAKE FINAL CONNECTIONS AND PROVIDE ALL FAUGET5, x 5INK5, 5HOWER TRIM ETC. ALL TO BE 5ELEGTED BY OWNER. KITCHEN 15 TO a N a ®mw SCALE = 1 /4"=1 '-0" RECEIVE BACK5PLA5H TILE, 5ELECTED BY OWNER AND IN5TALLE0 BY CONTRACTOR. o G5 MEGH ROOM 15 TO BE IHR FIRE RATED GEILING AND WALLS. DOOR5 ARE _A T.O.RIDGE TO BE 45MIN RATED. 20'-3° C6 NEW WOOD FLOOR5 WITH J" 05B PLYWOOD 5UBFLOOR THROUGHOUT FIR5T -- •�""'' - AND 5EGOND FLOOR U.O.N. �'.... ..._..: . �-...._.._............._._._...__. ---..____.........._.........._...__. �` • 8 -i_ .. . ... ............................................ ................................. ... ............... . . 1._,._-.�.'I_.­I.­I_._.�..­.I�m­.1I�.�_��­�I�.�-.,-..1,I_-.I_�.�__..� �l-..:..­�...:�.:.�.-..--I.� B.O.SOFFIT I ........................ .. .. ._.... : -.. _ .........,,,.... .._ ..,................... z" FINISHED FLOOR ELEV I ...I 1 O.::::-ft,-I I:::="-�:!"::::,.�,I.�.:-�:::: .,_I I _1 I DATE DE5GRIPTION ;lj;�lz_I�_l)'�,-_-'1"',,e$���j(F,':01f5.�1-l.-mTIl�'��4�zz z_-*q-III 1---_4___3s'�'I.1,'����.j �0'1F,'14�-)b0.-t 7,5,1_--:=-_&o_""!/ ���-���­���-I l-_-"I_I=-11.111.1_:.1 1�;i�Ii;1,11_.-_1_�i1,1111L.,-'_�1I 1i:�i':::-.._i iiLt:i::I �I.�ii�:!:t:!iI �.-=.I. -�I..--..-.. .._....I:.-.....­..-�.1­.".-.�....­*.*I.­I*1.I..*.*�I.,1-I1*.-I.-�,I­-..-I-..--.­.11"L.-...­­I-i:1l.I...­l1.:­1..._..,.�_­4...�1­1.­�...­­.....��:­:..:­­:_­.-.p...:..._1_..,_.�I.._­...�.._1Ii_I 1 1.1�1'..1­....1.�.1_.1�..1_.11_'.1_._..Ii.I..,_I�I.I-.�L1-1`_.111-­_1­.1_-1_,�d.f.--1'.��.f-'..-­.,_.,.J.f..­.-._..!...I.:I.'l..l..f-1...=:..:.:-......."_:1.....��1.�I',...I,II­I-.,I.­,�,: If r _.._ - f I I .:1 -: -- NO. l. . L. r ___ WINDOW SCHEDULE of 12/04/23 ISSUED FOR REVIEW / ti I` .,i.i/ ... -._. .. ......I .._ . . ......... ...... ....... I_ i.... � -" .. -. _ --- - - i _ _ �_.._� V ,. T H I 02 OI/18/24 REVISED A5 PER COMMENTS I.. i.•I : ELAWN4I27 i -1. I � :: _I._.....' WINDOW WINDOW ROUGH OPENING MANUFACTURER WINDOW E&RE55 5H6G U-FACTOR VT DE516N -1 . . ;-..... W X H MATERIAL EUP . . . . ____....._ ._.... .... �___L� G 743 __..... EL GA3743 E EL GA3743 E � EL `A3 i,-I E ....i..' _.. - - , ___....... FIRST FLOG . . Ll --- ..... i , n 1_ . . - 1 -L. I-_.I_ l 1 I f ; ELAWN4127 AWNING 3-5 W X 2 3-5/8 H MARVIN VINYL/WOOD NO O.IQ 02a 0.44 50/50 _.. .. ......_-- .____ .___. _-._.__:..._, l, : 1 _ I l _'_ l_ ( . _._....__ _.__.._ __.__ ,1 1. _....-- -- _.._._ _..........._......_ _.. ....... _..._...______........._ _...._ __._._.._.. EL GA3747 E CASEMENT 3'-I"W X 3'II-518"H MARVIN VINYL/WOOD YES O.la 02a 0.44 50/50 hFIN15HED FLOOR ELEV a 13/4 . . . .... . ........ ........... - - • --1 .-.. - X I'7- i - `�"'+. ELAWN371a AWNING 3'I"W 5!8'H MARVIN VINYLIWOGD NO O.la 02a 0.44 50/50 B.O.SOFFIT __.___..__ ..'___._ __- ___ _._,,.�.._. ...... _.._ .... ._._�_,_ . .__ ._.,. _ __,�._,-.,__....... 7'-4" _......, _._...___.. ....... . _ - B.O_WINDOWHEAD __..._...._ __.. _ _ ... __ _ --- -_ AWNING 3-5WX23-5/8H MARVIN VINYL/YJOOD NO O.la 02a 0.44 50/50 b 8 --. ... . .... - I : �__t. . i EL GA3743 E CASEMENT 3'-I'W X 3' - " Hs,., 1 _ 044 50/50 . . . . . . . . . . . . . . . ` ,,,; ?-- !-. . - .-. 7 3/4 MARVIN Vf NYL/WOOD YE5 OK 0 2a W.-:_: - --=__ _ EL GA2a43 E CASEMENT 2'-5"W X 3'7-3/4" MARVIN VINYL/WOOD YES O.Ia 02a 0.44 5050 . . . . . . _ . . . ._. J . "'', f., EL5FD6065 OX SLIDING DOOR b'-0"X b'8" MARVIN VINY. ]_.-_ .,, I L/WOOD YES O.la 02a „ „ . a l 50/50 044 f • I - ..: E A N XI T - -... - - i... 1. , � . . . L W 4127 E 5 EX15T I NOTES: "1 I. WINDOWS ARE TO BE "ELEVATE 5ERIE5" WHITE VINYL EXT WITH PINE INTERIOR ON FIRST FLOOR PRIMED PINE ON 5EGOND FLOOR. 2. WINDOwS LOCATED AT ENTRANCES OR LE55 THAN I'-b"ABOVE FLOOR(�lON=J SHALL HAVE TEMPERED 6LA55. I : ! -... - - -- I : _ _.. EL GA3747 E EL GA3747 E -....... .... -- 3 CHECK ALL ROUGH OPENIN65 FOR FITMENT IN THE FIELD PRIOR TO OROMNG EL GA3747 E "'' EL GA3747 E --- i . . . -- - _ -- _a . BUILDIN L N REVIEW NOT .._ -- - -- .._. -- FINISHED FLOOR ELEV I - - -- - _... g .: Nt,rA f,. MAP REVIEWED BY Z DECISION# DATC-D .3 , .45 PROPOSED NORTH ELEVATION (NORTH RD SIDE WALL CONSTRUCTION ROOF GON5TRUCTION �13 -- -- ------ ALUMINUM LEA0ER5 AND GUTTERS NEW ARCHITECTURAL ROOFING SCALE = 1 /4"=1 '-0" 5/4" X 6" WOOD FA5GIA WRAPPED IN ALUM. NEW 30# FELT PAPER RECEIVED VENTED T$G BEAD BOARD 5OFFIT5 NEW 2"xIO" ROOF RAFTER5 @ I6" o.c. OVERHANG (5EE PLANS) NEW 2"XI2" RIDGE SEP Q 2024 T.O.RID6E VINYL SIDING COLOR AND STYLE TO BE NEW 2X4 COLLAR TIES @ 45" O.C. I --- 20'-3" 5ELEGTED BY OWNER NEW 2"X&" CEILING J015T5 ® I6" O.G. R3 RIGID INSULATION NEW GONT. RIDGE VENTS .. AIR BARRIER EXTEND ICE 5HEILD 24" HORIZ DIM FROM ZONING BOARD OF APPEALS .... ......" ...,... EXISTING J" 5TRAND 05B PLYWOOD EAVE5, VALLEYS t JUNCTIONS 8.0.5OFFIT . . . . 1.I... .._,,,,... _... .,.,..'__ :.:::::..................- 5HEATHIN6 W/BATT IN5UL. EOUIV TO R4q OR GREATER Ib'5-3/4" NEW 2"Xb" WALL 5TUD5 @ 16" O.G. W/R23 BETWEEN 6_15 FINISHED FLOOR ELEV - „ ,. i : .,--:ROCK ROCK WOOL INSUL. GYP BD :..,.._.,.._,....._ _ _. ,....4 i... 1..._ " 1.. .r.,.., ...,.j.. _ __.._.......-_..__.. i f ! 1 1-i l...w., ,... i i....: I - ;- �,::,:., . ; EXISTING 2X4 STUDS ® Ib O.G. W/EXISTING �," . ' -r ; . n ,...,..,.. -.. ..:-. r .. . . . . .... IN5UL. EGUIV $ 1/2 GYPSUM BOARD ALL i ;..:.,.:� RO EGT ME _.__ P J 3. ;, :" EXISTING WALL5 $ CLG UNLE55 NOTED. ... ..1.-._L, .. ._I...I I: I.;:T..� : I: _ ,,. _....... i .I. . _. ......_._... _._ ..........._ T...L..a..... MARVIN WINDOWS (WHITE) ..._.._:........I_.....1.......i.......A.;.a.....�.....:.. . _ _ 525 OLD ORCHARD R EX15TING VINYL D H GARAGE ODOR _._..i_ . 1 EL5FDbOb5 OX �: _ L ._.: . .f__ EL GA3743 E ..�.,... �' . i.,l.....l. .f..r.f.(._. ..i... - .1. ........ -. i _ 1­ __ __.. -._-_ - -- ___ - _..._ ---- - - _- - - ---- -- --- _ - -__.- .. ... -..._ ... ... .... .__.._ _..... ........ - FINISHED FLOOR ELEV __.... . . . . _ . . , A f I. 1 i � I I f 7 I I"`''�.. i a'I-3/4" .,"."��.�� - _. _. -- I i...1.:..i._ STREET ADDRESS: 1525 OLD ORCHARD RD _.......__ ____....___..__,. . __,.__.........._.. ____ _....._ __..,...______...___.._..._ ._"'________. _.. _,______. _._. _. _....._.....____....._ B4O.5OFFIT _.__. i _. ......._ -- -_._-_ ._.. - - i.,i _ __-_ ---- -...... _.. r._r_,.. TO EAST MARION ' 5TATE: NEW YORK o.wfNDow HEAD _ i I . . . - . .-- .-.. ....... ... .. _- -- I Ig3g -- P05rA 1IN L CODE: 111 b e . . . -- - -..... .... - --. .......-- - -- _..._ --_. .... _.... ..---- _.......- -..._. i._L_i....._., ..� . . . . . I -- i - - 03.000....I.�I-II:..I.I...—....--......:�._1­I...­..I...-..:"...�.........":.','I vI=�_� __�­: I�_�-__. 'I..� �J_ ��i�:I. iI,::::4-::::j �11 L=. ;;iiI :1::,i:!1 i 1�' II-_I I_I_-:_��.­,_­.­�,_-__I I­-._i��.__-.. .-�.I i__: ­.._1..--�1._..­..­ _... __�­'7_�­_�.---­E­,.,/"..­­"" ""7'I,"­� --_�-�...­_ 1 I��, . . . . . I I --.. -.­-.-��-.--..­..-.....­-�........_-­_-__-�......_- .._..i:s.. I . . . - , . . - ;,usH; - i , ,- 1. 1%���.A. .-0V A P Lh OLT II N0b'ftA ZAS uAft uOk � y _. I ;t_. - . . .... - - - - - -._ .. _. .... - - :: ,, s - - ..: - �......:.I;. .....I' S TE NUMBER: -- -- _. _..... - 1 . 1000 031.00 15.00-0 - .,_. . . _._.._ -....... ........_ ......... ._....... . ..._-_, . _. Ir I -I._1II:­�_1 t _��_:.��__�'...-­�-I''r_I�,__-I. ­����.:-: --;II-.­---­.-..­­­�I�I­��...­­.-­--­­..­::5-I _ �,�:: �: , . 1 1 - --- ....... ._. ..... .... ....... -- -- ----- - _.- .._..... .- -1:: 1.:1 ..i:I:1 ---- EX15T - - _. ...._... ---- -_... ... ........ ._..--- ------ - -- -.__..... - ..__ ..... .. . .- . . ..- - - - ------ - i..., ;�-- _-' ..... .._._ _ ____- _.- _.... ... ... .. . -- -.-.__ __--_ __ __. ._...... ...-.._ ._..._...-. ---'----. - ._...-.- ........ ......_.. .._._._. __:.... .. __ ......_.__ ......_. FINfSHED FLOOR ELEV ..__.. ....--- -- --- ..--- ..... .--_. - _ .-._. _._._ .... ..._... ..._..... ._.....- - -- ---- --- _..... - - _ - :, SEA,L�-'mQ\��,}''E,,," PROJECT NUMBER:2023-0053 �✓' "N Q /ye` INITIATED DATE: 11/10/23 .�,t�� `az '` � DRAWN BY: 53A if�':'U CHECKED BY: CS ", r,.�f " DRAWING NUMBER: P� ��; �m PROPOUD WEST ELEVATION OLD ORCHARD SIDE) PROPOSED EAST ELEVATION NORTH RD SIDE � . f! A, SCALE - 1 /4 =1 -0 SCALE = 1/4"=1 '-0" / Of76 1 �n)', N • N E �'° PAGE; 10 OF 12 RIDGE VENT R30 INSULATION BETWEEN JOISTS T.O. RIDGE SYMBOL LEGEND STEVE AFFELT 201-311 12 _-. 2Xi0 GONT R1D6 BD 3 16„ O G. NSW 2X8 y``` NEW PARTITION {GS NOTE TAG ARCHITECT R RR �5 Q 0 �6 ito c (FULL HEIG �- HT) / A�__VA 2 NEW RATED PARTITION ROOM EX15TINO PARTITION To E_ ROOM TAG PHONE: (631) 553-6333 .a -Y -- B.O. SOFFIT + + _ -' - , -- - - _ _ - 2XIO GJ'5 a I6" O.G.` _ _ ,(. - _. ,_ _ 1_ _ ) _ RECEIVE NEW GYP BOARD PARTITION TYPE TAG PO BOX 762 I6 5-3/4 + + —+ + — RP1��NG PARTITION TO R RELOCATED GREAT RIVER, NEW PORK 1173q FINISHED FLOOR ELEV 8'-0° _. 4'-O" 15' q-314 EXISTING DOOR TO -X" CEILING HEIGHT v <l REMAIN DATUM CONSULTANT: p O O , W - EXISTING DOOR/WALL TO 000 DOOR TAG ® © BE REMOVED NEN LAP J ✓ OVER R3 RI IGID 810 NEW DOOR O SMOKE DETECTOR ..__._.._..__................. ..._ o p INSULATION W/ (SEE SCHEDULE) AIR BARRIER ELEVATION OVER EXISTING ® SUPPLY 4 A-I 2 INDICATOR X `y M 3 2XI2" N 5HEATHING ON 3 FLITCH PLATE BEAM O WALL ® RETURN W/(2) 1" TH 5TL PLATES R30 INSULATION SECTION FLOOR E E1/ RR,S Q 16" 0•G BETWEEN J015T5 A-1 MARKER FINISHED L L NEB 2X8 a' 1-31411 ——— + r i : : : : : 1 " Y 4 A A A 1 1 I A — — i �1 ,2X12FJ5 � 16 O.G. , �... �y� ) ,,. � .,.� _ . . �.�: ., ., .. , . ....,.. .,...� ._. . B.O. SOFFIT + NEW 2X8 RR 5 @ t6 O.G. 7'-411 •4 — FLITGH PLATE BEAM FLITCH PLATE BEAM EXIST BEAM + + _ B.O. WINDOW HEAD4 11411 11 11 S TI - (2) 11-3/4XI-3/4" LVLS (3) 2XI2 W/ (2) 3/8 FLITGH PLATE BEAM I 6-g v TH 5TL PLATES I (3) 2XI211 W(2) 11 TH 4'-O v O W/ (i) 11 TH 5TL PLATE O _ 5TL PLATES 02 GENERAL - KITCHEN AND BA7hROOM5 ARE TO RECEIVE CERAMIC FLOOR I� U, TILE d CEMENT BOARD BA5E, COLOR AND TYPE To BE 5ELECTED BY KEY PLAN © OWNER. v C3 GENERAL - PROVIDE CEMENT BACKING BOARD IN ALL 5HOWER5 $ ♦ ��'PT _I p BATHROOM5 ARE TO RECEIVE M015TURE RE515TANT GYP BD IN ALL �dr� OTHER AREAS. PROVIDE TILE UP 4'-O" ON ALL OTHER WALL5 • °•���,� -- � lSl p �: �' �' WITHIN BATHROOMS W/BA5E TILE AND GAP TILE. F- N X G4 KITCHEN C,ABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. �w --- - --_ _ LL X I! u i PLUMBER 15 TO MAKE FINAL CONNEGTION5 AND PROVIDE ALL FAUCETS, - _ - - _- - SINKS, 5HOWER TRIM ETC. ALL TO BE 5ELEGTED BY OWNER. KITCHEN 15 TO EX15TINO FLOOR o -- RECEIVE BAGK5PLA5H TILE, SELECTED BY OWNER AND INSTALLED BY qE � . TO REMAIN CONTRACTOR. N i, o / ___-______I __ - 65 MEGH ROOM 15 TO BE IHR FIRE RATED CEILING AND WALL5. DOOR5 ARE FINISHED FLOOR ELE� _ - ' _ ___' 1 �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O-O 11 - 1 11 x x r TO BE 45MIN RATED. m 2X8 DJ 5 ® ib O.G. 2XI0 FJ 5 © I6 O.G: EXI5T FJ 5 @ 16 O.G. • � : ' : ; , � � �' � � � � y ; ;� ; � '. r � G< 05B PLYWOOD SUBFLOOR THROUGHOUT FIRS - � NEI^!WOOD FLOORS WITH �" T b p .---_ AND 5ECOND FLOOR U.O.N. ..._ i is rR GONG• � v �LL NEW POURED z i ' - I maw KNEE WALL .---�, . _ --_ -i NO. DATE DESCRIPTION a OI 12104123 155UED FOR REVIEW v 02 0I/18/24 REVISED A5 PER COMMENTS a I ' i I ) DEMO GMU KNEE WALL W —i i is i : is I i t ... ........: : i ; i i i ... ... ........; is - I I j ' : ; I I i : PROPO:�ED DWELLING SECTION 3 -- SCALE = 3/8"===1 '-0" >3UILDINO PLAN REVIEN NOT: ��`� A L AP � Y BA . = N _ 5_� DOUBLE UNOERLAYMENT OF 30# ___--.=-= - f�ECE1VED FELT PAPER REQUIRED WHERE PITCH OF ROOF 15 BETWEEN 2:12 _ AND 4:12 = SEP 2 0 2024 --_ ZONING BOARD OF APPEALS 12 -_ -_ ROGKWOOL BATT IN5ULATION GUT TO CANTILEVERED ROOF J015T ANCHORED TO GANTILEVERED FIT SPACE BETWEEN BAFFLE AND CEILING J015T W/(4) J"(P LAG 5GREW5 AT EACH J015T 3 pG• ~ - CEILING WITHOUT GOMPRE5510N ---= - 2X8 RR 16° u ____ 57YROFOAM AIRFLOW PROVIDE 3b" WEATHERWATGH ® BAFFLE VALLEY5, RAKES, d ROOF EDGES PROVIDE 3611 WEATHERWATGH ® 1PROJEGT NAME: A5 PER CODE === VALLEY5, RAKE5, d ROOF E06E5 NEW ASPHALT ROOF SHINGLES W/ ,� SPERGODS 525 OLD ORCHARD RD 30# FLET PAPER OVER EX15T 1/2 j V NEW ASPHALT ROOF 05B STRAND PLYWOOD `� O# F X15T I/2 SHEATHING + 2x8 GJ'S lb" O.G. o ;"o - o ,..o o ,_ �` �"�-` 3 LE7 PAPER OVER E " - - � o , � PLYWOOD ADDITIONIL 0 0 1 �� 05B 5TRAND „ o o + 5HEATHIN6 k�. SEAMLESS _ ---------- STREET_ STREET ADDRE55: 1525 OLD ORCHARD RD ALUM GUTTER HURRICANE 5TRAP A5 PER CODE �„ �` - - _ _ TOWN: EAST MARION R30 (7-1/4" TH) R06KNOOL - STATE: NEW YORK IN5ULATION IN GEILIN6 CAVITIES ----•-------------- iP05TAL GODS: 1Ia39 "'�" 2x4 5OFFIT 5TRUT5 @ 16" O.G. 5GTM #: 1000-031.00-15.00-003.000 , I APPLY CAULK AGAIN5T PLATES TO - --" SITE NUMBER: -- 5EAL GYP BD TO WALL TO CREATE AIR APPLY CAULK AGAIN5T 5/4X6 FASCIA BARRIER. REFER TO AIR BARRIER BOARD WRAPPED 8-0 I PLATES TO 5EAL GYP BD TO DETAIL5 ON EN-002 IN ALUM '' ; PRuruSEu WALL TO CREATE AIR 5/4X6 FASCIA BARRIER. REFER TO AIR BOARD WRAPPED L(2) 2XI2 HEADER ABOVE DOOR ) BARRIER DETAILS, ON EN-002 IN ALUM VENTED VINYL SOFFIT �I- VENTED VINYL SOFFIT 41 0 DETAILS SOFFIT STRUT ANCHORED TO ��.�� 5EAL ? PROJECT NUMBER:2023-0053 SOFFIT STRUT ANCHORED TO Y/ CANTILEVERED ROOF JOIST W/(2) "� ,i'0,'' CANTILEVERED ROOF J015T W/(2) g"� '- 1' I No �/• INITIATED DATE: 11/10/23 LAG 56REW5 AT EACH J015T — 1_AG SCREWS A7 EACH J015T >,N DRAWN BY: 5BA CHECKED BY: G5 �'r R --" DRAWING NUMBER: COVERED BALCONY DETAIL ROOF SOFFIT OVERHANG DETAIL �� E_I vu 1 SCALE = 1 —1 2 1 ,_0„ 2 — — — — � / SCALE — 1 1/2"-1 ' 01) ��� 40"10"hu"" ., c N PAGE: It OF 12 ____ � : ; . i : " I : � t I 05B NEATHIN5 ON HALL 5TUO5 $ R3 ,_ I i : ; � . : j� - ARCHITE%,,. l . : : if �. , ; 7 1 � , : : 1. ,�� S"T E V E A FF E OLT I % "Z>_1111"� ____ - __ i �i : L.i _ -_X-;;­--- -� ­ -_; ---, ��-�-;,,:�-,,(��;,------':-- � AZEK OR EGUIV TRIM --------_ z ,� ( , I ,('A , y"­1 I y -("!�',­ ", " '111��:,` ` , �, ` i 41 , , v - _x- �_xg_ 11 11 I r: `111� ,//) : DOUBLE PT 5ILL PLATE :� / : 1 4`�" I; . ; ; . i ...­­. ....... : : 11,111.1"....1.1--.. I I .... ; .... ........ ."� - -)............\,"', �j I : ; . -011 . i � (z .ir�' .�_j I — NEkq 4,000� A TYPICAL PEIR DETAIL FO"" mum NDATI OM Df...TAIL . — � . zz", DECKIN6 TO BE 5ELEGTED E3'( OHNER i i T.O. FIN15HEO FIR5T FLOOR ! i 'i 1�_, . - ---- i i : i : L-p- -2 __ ---:---- : . RUN UP DOOR 5ILL W NO 1 i ZONING BOARD OF APPEALS --­­_ '11111''...... 51MP50N LRU26Z —Z i / I I I - : I PROVIDE 36" kqEATHERNATC,H @ FELT PAPER REGUIREO HHERE _____.___.___" ,t= . / 4 1/4" � / PROJECT NAME: �­_ - - L_ ,,,, C�_, 1, � . . . . I ,",11VI —1y ­-­ I 0- 0 , , — I I i - - -_ g @ k -I______I k : i ROOF DRAIN -J . ALUM DRIP E06E I GANTILEVERED GEILINC2,1015T 3"(P ROOF DRAIN TO 6UTTER 5nTEM !1 1 � P05TAL CODE: 11q3q ,---lr\ , - . FLITCH PLATE BEAM (2) 11-314XI-314" LVL5 HANOER (TYP AT ALL t ill" Al - :, ; ,� z RED j, ,/",,, "", ,4' � C. J, 2X5 LEI?6ER BOARD ANCHORED TO EXTERIOR HALL KTH . ; I i i i ! . krlq' EE ALL DLETAIL DkROPPED FLOO'WING DETAIL ffs it— W5001000001 a I SURVEYOFPROPERTY LOTS 51 AND 52 MAP OF LAg GARDENERS ESTATE, SEC. 2 .ggEG V E � SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 00,' Y O SURVEYED: OCTOBER 7, 2023 Zl NOTES: 1. PROPERTY KNOWN AS TAX MAP# 1000-031-15-003.0 2. LOT AREA =10,559 SQ.FT. (0.242 ACRE(S)) !•' �� 3. THIS SURVEY WAS PREPARED USING A TRIMBLE �j N S3 ROBOTIC TOTAL STATION. �0� 4 PRO PARTPOF THISRSURVEY. NER MONUMENTS WERE NOT SET AS �s0, q co ~ O O �F'`?' RECEIVED 04CAD 07 3.o's SEP 2 0 2024 3 17.2 p ' � MAS.]-: co $3 TREX DECK (8") '� ZONING BOARD OF APPEp►LS o O � � n. N O N �O 5 z v U 12x12 -o R/O 8.9' o w O O co 0 CONC. 16.3' L uj co CONC. N w N C)l zuz c \� d 16.3' rz, 4110 LOT 58 o 26.2' _ SHOWER w � w �4APND S11 a i0 fJ� : w STANDARD NOTES: L� C-l'- `e m li COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED 1. COPYRIGHT 2023 MICHAEL K. WICKS LAND SURVEYING FE.0.6'N 4' WIRE FE. FE.0.6'N OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A Q LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, f MON. MICHAEL K. WICKS, P.L.S. #50390 c=i SUB-OMSION 2, OF NEW YORK STATE EDUCATION LAW. MON. 5V 0�U f�0 ff 'IrAj ��C• Q� O 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL w'r 5J V ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. p 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP MICHAEL ICKS WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF _ LOT 50 LAND SURVEYING N Ln PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, 15 FROWEIN RD - SUITE E2 TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. J 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. CENTER MORICHES, NEW YORK 11934 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE VOICE. 631.874.0166 - FAX. 631.909.3845 W NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND ummwicksldndsurueying.comMPROVEMENTS OR ENCROACHMENTS EXIST OR o IMPRO EMENTS OR ENCROACHMENTS ARE OT COVERED BY THIS SURVEY. RECORDS OF RICHARD C. DRAKE a 7. THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO tl : SURVEYED BY: DRAWN BY: SHEET: y THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE Y ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS,POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS,AND ANY OTHER 2O, M.W. J.W.W. 1 OF 1 j TYPE OF CONSTRUCTION. 0 Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building Zoning Board of Appeals €B {._4 2O Town Hall Annex z5 54375 Main Rd.PO Box 1179 ��fllpN�s9�j4 �� �� Southold,NY 11971 )�PALS, Subject:Appeal for Sciara-Hebert Residence 1525 Old Orchard Rd.East Marion,NY SCTM#: 1000-31-15-003 Dear Zoning Board, Thank-you for hearing our appeal on Jan 9�h,and granting an adjournment for the time necessary to gather the information regarding the neighboring properties in our project area..With the help of the assessor's office,I was able to calculate the average dwellings square footage.Below is a list of the properties within the vicinity required by the Town's code to calculate an average square foot size of the dwellings. Lot 1000-31-6-26 Lot 1000-31-7-14 Lot 1000-37-3-12.1 1,854 sqft 1,827 sqft 1,745 sqft Lot 1000-31-6-27 Lot 1000-31-7-13 Lot 1000-37-3-9 4,572 sqft 1,380 sqft 3,644 sqft Lot 1000-38-5-5 Lot 1000-31-7-12 Lot 1000-37-2-7.1 2,014 sqft 1,793 sqft 1,496 sqft Lot 1000-38-5-4 Lot 1000-31-7-11 Lot 1000-37-2-9.1 2,028 sqft 2,290 sqft 3,095 sqft Lot 1000-38-5-3 Lot 1000-31-15-6 3,611 sqft 2,240 sqft Lot 1000-31-15-1 Lot 1000-31-15-4.1 1,578 sqft 3,013 sqft Average of 17 Dwellings = 2,354_ s .ft As we have demonstrated,the average size dwelling in this area is 2,354 which is slightly larger than our proposed design of 2,333 sqft.With this letter,I have included a localized map listing the SCTM numbers and the square footage of each dwelling in the calculations. Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.affelt@gmail.com Thank-you for your time in hearing our appeal,and for taking additional time during your special session to review this additional information I've provided.Please feel free to reach out to me for any additional information,and thank-you again. Sincerely, FtED aR c A '1 e �5 y�� 1 N . ,. "yt 0' 761'1 p� Steven Affelt,AIA Steven Affelt,AIA Phone (631)553-6333 PO Box 762 Great River,NY 11739 10007-31-7-14 �? 1;82,7 sgft ' 1000-31-6 26 �� .. 1,854 sgft 1000-31-7-12 1,793 sgft 1000-31-7-13 zss _ az�o 1,380 'sift 25,<� 90 1000 31 7-11 Y S 2,290 -sgft - 1296 1000-31-6-27 1000-31-15-6 540 4,572 sgft - /o} a-rq 4 5 2,2 0 sgft "r1 -w 1000-31=15- - , `ada 1,827 sgft � ti ^� . '74 1000-38-5-5 2,0.14 sgfty, m 10001311-15-4.1 ' 3,013 sgft, • e �, �' 't5;0 Q`` _. 1000 37 3=12'.1 Iae� C- 1,1745 sqft 24D 230 "1000-38-5-4 at" 2,028 sgft 100- 37 3-9 �- 1000 31-15-1 r/a] 3,664' 1000, 38-5--3 1,578 sift a7o c - a / ` 33� 6,11 sgft r q ' 100-37-2=7 i fiy 'k. 1,496 sgft 4 fx 1000-37-2-9 1 v, 3,095-sgft - =, ti r ' I '"n�"M' •--•-d �s"'4 m"^.�["""-q� 1 � a � � Tfd Cb� ®UHOL® R® ERTY° iC�ED Cr�tiR� 3, w < T --- y VILLAGE.4 DIST SUB LOT a STREET, �t T ?f " 9. Fa*mi±' °.Y "'3ry ✓ '� r*''kd..d°t ,. ^may- a# ACR ,,�f : •" t.,;r.`���.�Yf.Pf..R W TYPE°OF BUILDING £ t'tZtaCS° �j � :°` RES „ SEAS VL FARM Y� yCOM1J1:� C8 MICS: Mkt Value r? ,. ` - �':' ice➢ a 1 r n `:ram LAND: IMP TOTAL' DATE REMARKS £�,�`s�'Cr �} i t�--cS .�'�*' :4�r����n� %l'_'� r` #�v', '� � � Ut�f /f P u✓`° ��t��„ �. v� '� -,P'� ����� 4 '.? g `s'. "� 1, B X, k,.•".+� {. e.,,.+ t 3° ` `! �a" .'i `� �+ °�...'x�'c.� s ..vp t .{� x v`- �.� w�;r•.� ti:2 � Y Am } ° "Al: p s n ;._ a- '' AG6 BUILDING CONDITfO tt!!'.."2 t'-� f✓f, L` a�d� A�V' r�`sw`'.. -e ir^ 9tSy6 xf,��Ifi s,^ � NEW, a NORM1AAL BELOW " ABQ1/E €4r "'r .FARM, p� Acre VoIU�=:,Per VolUe Tilrlob�e FRQNTAGE`ON WATER` ° fi n WoodlandItUNTAGE QN-ROAD .. # Y}° 4spGp, d', xriS.di *%vlea'doWldndx DEPT7-777 H,t ( y m W v fHOUSLNC'Y w✓^> ,BUL�CI[EiAD TOYOI '� t v m .a. F << r COLOR ' TRIM 71 4t a . . Q i �t74 • 71 u - i r r ;Factersion, 3 Extension a i 1 i f a Extension i _ • p, Foundation,-. b7 Eoth Dineki4 ! Porch T, d r S 5 ed3osementV IFfoors w .:. e..'.Poreh `., "' ., '`` ��Ext.Walls e5�. �Interioi•Finish.. F ;» i"i D i Breezerigy �`Fire Piace,, bleat DR sC,aroge ^. r J :3 ,Type R�f:V, f�ocm. ist:Ffoo�• C 81'.. # _ :'Patio ,Nt= � ¢ , Recreotrori,Roorn W Rooms grid Floor F'tN B < , er riY Drivewdy i Total ..� a , �..-...� >.,..�.,.....a..,.....__,.w,.n.....,,...a.,.�..�..,.w.�.-- °..._ m.,.-_...-....,.....�.....$�.,.._,.:.�.i.a,,,...:...�.u......_,..�.a ems.: ,..,�,.....:wn,.,_._..M,.._.....,...._..ma>.�=�er.9w .0 :�..,.a._.._�vs.�,.�s`+'a `�'.� ,,...,.,..�.�..", I I ■■■®■■ ■■■■■';■■■■■■■■■■■ ■■■■1ii■ ■■■■®i■■�'ii�■■■■■®■i■■■ ■■■■7■®�■■■®■i� Ui■■■■■■■■■■■ ®■■®■®i:i���� �C■iiiii ®OMs®i o' �C, -_ TOWN OF SOUTHOLD {PROPERTY R1 RD",j �°-'_ WNER rx @Cla STREET ' f e E VILLAGE 1_._ �� SUB. LOT4 /I FORIv1ER,QWNERC tr? l 12l yr' _ ACR. _... n ) E � � t r •� f� � �I y n S W TYPE"OF BUILDING ^� RES,' D SEAS. VL. FARM Comm. CB. MILS. Mkt.'Volue LAND _ IMP, I TOTAL DATE REMARKS +` ]f't f7j! '/ tt�tlr'ie cr �a t to. �, _ ' L �' 1, �,,,''�`"�'�"� �'S�'C".i;.�4* IBC ,ck � .`�1`�`+ ,f1� ,� f,'�J"✓�"r .a �a� d �sw�e',� "tE1 'f°,ai So 13 'SS or . VdtJ S,1#4 fC, i;rr a Wit, "?o iwmq f aS pl�93� ## ,I k 1 AG,E I BUILDING CONDITION NEW P NORMAL BELOW ABOVE FARM ( Acre Value Per Value Acre Tillable _ ! FRONTAGE ON WATER -Woodland FRONTAGE ON ROAD — } TMMeadowland. DEPTH" House PloF l BULKHEAD Toie DOCK J r .K 7 sCOLOR .{, r TRIM lid t� -- i — I r i M. Bldg. X,' ` Extension Extension -- f 1 � � A���I t�J 0�'na• r 6'�'� f Y� ( J/ 3� i f � 1 3 ! � r � �.. �_,_._f —,,......i J�i Extension ° Foundation � „ ,7 y � — Both� yt �dinette `Basement e --:k. Floors� � ° ._���c �K. Parch_ . _ .._._—_._.-- _—. _ i — µ/ SExt. Walls rua,L Interior Finish � f 'A•� SLR. Porch i _. ` --- A, vi r a� k Heat' r DRY ' •Breezeoy — .� � 'r Fire Place � ,w ype Roof Rcoms Ist Floor BR- 'Patio, i I �Recreation Room Rooms 2nd Floor FIN. B pp Dormer_ Driveway •O�B�., 1 Total t=71 4 C s _ t , r * i ■■■■■■■■■■■■■■■■■■■■■!■■■■■■■ _ t . . , ■■■■::e■:ems■■■■■■■■■■■■■■■■■® - A-k �. � � .. '�� �.. . , . ...:;.. ■■��■®■■■■■■gym■■■■■■■■■■■■■■s■■ �..• . �:: ■ens■■■■■■■■■■■■■■■■■■■■■■■■■® ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Heit �® MINI MIS •" ®®® ■ ® ®ME MINE•. . w TOWN OF SOUTHOLD PROPERTY RECORD; ►I��I z�. � VILLAGE _ DIST.. SUES. LOT T FORMER OWNER N E ACR " ,.•.c N1. x.,c t S. W TYPE OF BUILDING SEAS. VL. f FARM COMM. CB. 'MICS." Mkt:Value ` I LAND IMP. ; TOTAL DATE REMARKS 'k AGE , BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per: Value Acre Tillable _-- — -�- FRONTAGE:ON WATER Wowland FRONTAGE ON ROAD 1 / .�. L3'... ✓- 4s"p4..f wf fry... p� "`Y, i � .""'ii.� 7� • Meadowlarid. DEPTH l t House Not I 'BULKHEAD. CK Total 1 DO l� RD TOWN OF SOUTHOLD PROPERTY( RECORD ' CA r ;a� OWNER STREET VILLAGE DIST.1 SUB. LOT }FORMER OWNER N E CR. S W I TYPE OF BUILDING I RES. SEAS. VL. 3 I FARM COMM. CB. MICS. Mkt.Value LAND IMP. TOTAL DATE REMARKS E t f.t C tv1 I t f g2�',o s o G a "r 1`0 2 7 Z7S ;tern Ar!?' - - 71, i AGE l BUILDING CONDITION > NEW � NORMAL .BELOW — ABOVE----� _ - _ --- — FARIA Acre !. Value Per Value• — Ac re Tillable FRONTAGE ON WATER Woodland i _ FRONTAGE ON ROAD 1 = 7 dr, _Meadowland _ DEPTH j House Plot BULKHEAD .Total IDOCK 3 ( L T y TOWN OF SOUTHOLD PROPERTY cyuK[ '-CARD r r 7.J. a.« .t • - , OWNER _ } I STREET q�I VILLAGE DISTc SUB-v, LOT, + Pl? F, ; ;7"`; ., +f :+_'1/ Gdt/L.If ✓ f.✓ rl�c,-tYt' > :,. >';�`; i"(•,`,r,,k° ,, FORMER OWNER N ERA S W TYPE OF BUILDING , .agt3 �---,---.—_•_•- --__.--= � ---._..._ate_.--�.e. ..r r--n� ...— t V - a RES, , SEAS. VL. FARM ICOMM.� CB. MISC. Mkt. Value' . f } I LAND IMP. TOTAL DATE REMARKS61 ( Ql} `� � „�".',a,� � .I l 1 .:.r—� '� �}:� CS ��G-�,✓`Jv c:fi ��`ft 6J d6�i!���Celt/ R �Y,f�.' Y"✓ tl � r�{� '�'"f� p'���"'"f r.-.l , .2,,'o !h ,f iP ` i�ZVZ zi `V aL��J� 1 -75 DI �ONDF 10 NGt� ? G, g5 6 • .� _ 111s0 � ' �IG�i`t? nrra3fi vi `t.�jfit� r C�� 4� 1t - F'vtt� � NEYILi` UQRMAL EnOnWs� . I Value Per FARM Acre 1Vau 1 CEO .. l�atlP ! A r Tillabl c00 1 QT7 1 0 t W . . 3 Tillo6le.'' ' — 'Woodland Swampland FRONTAGE ON WATER Brushlond FRONTAGE UN'ROAD '< House Plot I DEPTH ai BULKHEAD' Total . Totai . DOCK ^vv\\ Sri �. Err w rat ` a "COLOR F$ a .. i g1L 4 I1 v FRl TRIM e} � i i t M. Bldg. ' " ' Foundation' ,/� Bath a =Dinette . Exttension K. Rosement Floors � X f 4� l l" 9 a 2 4"�9 n 9 t' r✓ f 6'fJ _ i rlJl r a c' o u 4t. Extension �X 2 Ext. Walls rt Interior Finish .cta_=F r LR. _— Extension ,,,! • a�• Fire Place` S Heat LDR: Type Roof Rooms 1 st Floor �BR. Porch t•. ecrcation Room Roorims 2nd Floor FIN: B. ,�.-: .r s"t }ormer 'd src. s ",Breezeway ._ •, woy Drive l'•Garage O. B. Total — __ 4� i• Ji �'�,a Y.. f,� �'��. �i.N,. - ; " ■■■■■nnnm■ne�m®®ee■■®e®�®mo®®m■ MEN ■■■■MM2h !■■■■II■■■ii■'!ORii■■■■■ ■■■■■■■■®■rim■■■■■■■■■■■■■■■■■■ Fire Place w Wooditove Doedier Will o. Pock • s ,, ! 1 ARD TOWN OF SOUTHOLD VROOERt�, VILLAGE— DIST.E SUB LOT Y C� I Cl V1 r, 10 STREET . Aoj -`FORMER OWNEI�rO I.ef b0 UAL N E ACRYVS :` S W TYPE OF BUILDING RES.. SEAS. I VL FARM �. COMM. CB, MCS. Mlct.Value 'LAND IMP" TOTAL DATE. REMARKSf �t �£/2T � ' tt �. { ais Asa, a'1tv ' 'l/ � r - �r'�r~ ' C //off a Pr/2� � 7"�)Rr',rn ' t, r AGE l BUILDING CONDITION, NEW. NORMAL ©ELOW ABOVE — w FARM Acre Value Per Value 1i Acre Tillobie,, i FRONTAGE'ON WATER Woodland } FRONTAGE ON ROAD Il a jr p Meodowland {' DEPTH House.P.lot BULKHEAD .Total: DOCK . . _ -„ TOWN , OF SOUTHOLD-PROPERTY RECORI OWNER" STREET VILLAGE Df51 _fw LOT a ' bpMER 1,OW R N E ACR.'�^s� 1,6 w=._---- TYPE OF BUILDING RES. SEAS. `'VL. FARM COMA. CB. MILS. Mkt. Value LAND IMP: TOTAL DATE REMARKS L 70 6 17 tL?L f 3 AGE BUILDING CONDITION �! NEW ; NORMAL BELOW ABOVE .FARM Acre Valae Per Value Acre Tillobe FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meodowland —�� _ 'DEPTH T .''House Plot BULKHEAD: t,;; I rota . DOCK � L r COLOR TRIMJU ±7 L -Ad4 q {' 7-1 I �E r ' Extensian ' -� Extension Extension Foundation!Basement "�` �P �'°i B Floors ath Dinette . ` t c c A; K. '\ 1J r Porch. ; jExt. Walls «` +""" t a(,i, Interior Finish ���' -R. rPreezewciy jFire Place _ Heat ,DR. Garage � `� s 'Type Roof _ Roorns ist Floor BR,.. Patio lRecrearion Room Room,s 2nd Floor I €FIN. B 0.:B., Dormer Driveway Total °' : r N , TOWN, OF SOUTHOLD PROPERTY REC® J — _ VI S � 5UI3F STREET IIGE LOT - - FORMER OWNER N E ACR. ` S W TYPE OF BUILDING RES. � SEAS. m VL. FARM COMM. CB. MICS. Mkt.Value• LAND IMP. TOTAL DATE REMARKS je7 ! 1 t� xR t ,n . � .,� r�,r,,a�''� }�. t 1 ,�. rr E�,`.�4 .�t-� I,t� L."��1 I}�• a � 0. �2�..L�' � „1I f r1pryT` �. � . �.���.?.- �1-- � �����.�:C�.✓SFr~�� r.� '��s��`� ��rt�'I ����, AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM —� Acre Value Per Value - Acre _ Tillable E TRONTAGE ON WATER Woodland { FRON,FAGE.ON ROAR Meadowtand t DEPTH' House Plot BULKHEAD .� Total �� �' �%t DOCK 1,v� i - t � COLOR' TRIA�ti 1171 s ' r `Extension SQ � -,--- ,-----_--� - f Extension ys _ Extension I Foundation Both Dinette porchBasement - r Floors K. porch Ext. Walls Interior Finish i LR. r ,. ' e 2 I nay. , . 7 1 L Breezeway iFire Place d/ Heat DR Garage Garage y _ !Type{goof 'Y f Rooms lsf Floor � — — i Patio iReereafion Room Roos»5 2nd Floor FIN. 8 O. 'B. Dormer Driveway _L Total - C4 ( 9" Il OFF SOUTHOIL OPb� RT RECC ;c R� Z OWIk#EFiSTREEF' i Vl�kLhGE DI5TC UB LOT Vic,. ORMER DIN. qFy" T°CPEuiLoirs pp RES ` h SEAS VL FtlRtvt COMM CB MICS Mkt Vofuc t m t Lr$ND 1MP«Ai- 70TAL. "DATE", REMARKS $d t t CU .?r'", '' .3,� ". € ,✓ ;#'::_'F. ° ..,. -,.sr "'� f P z"a Get �. � a J�CpE 77777777 BU1LDIN'G CONgl,T,19h NORMAL BEL�1'N ABOVE i EAl2? Acre Value Per `� Value r Tildabi$, i FRONTAGE ON,W�41 ER I Waadtard . _ _ F{2QNThGE O1V ROAD { x Mendowland " Haus6TPlatk �. ULKHEAp y " 04 , COLOR to t � TRIMS _ _ Jk 71 Lj g- a pp k� 11._ r M. Bldg. ;�_ T i' =Extension ( - r { �' ���i ° Extensior ! ^��",°f�'• ry- ! ,�' ,ft� � � _ ,. ��.�-`y •�"�.��-f y , 3 i ��� I 4:_ =i �: � `I -[—t--- , Extension Foundation j'Batt-, f Parch _ Bosement. C jFloors .° "� I<: f r �'ar3_ G i s d f£ I. - —i-- j Porch t i' Ext. Walls � rt � ` Interior Finish` j LR. Breezeway — {Fire,,Place - Heat DR C c•` Garage jTYPe Roof # ;r Rcoms 1st Floor I R Patio (.R,creotion Room y (Rooms and Floor- �FIN. B k �` `7 -�-- Dormec . O B. L /3 - -x5 t?� _ Driveway ! Total " , �r s, i � n�:I COLOR w ET r- a j� _ TRIM , 1 " nn..6dg. n � oundation o 0 4 Bath Dinette- '" - -- IULL _ - - -Extension T 4 �. tBasemenf .S as Floors Kit. .ate E tension ExG Walls Interior Finish l.R.' 2 Xµs Extension Firq Place` . Heat f C �. Patw ,4 F' d i a_a €' i'a , Woodstove 9 BF: Porch Dormer Fin.B. Deck i ' = d Attic Breezeway, . Rooms 1st Floor- Garage" �: Driveway Rooms 2nd.Floor O.B., C = 7 58 Pool i 4 ok a r , _ n 4 TOWN OF 'SOUTHO,ILD PROPERTY RgCOR® CARD .� OWNERIAGE DIST: SUB. LOT .x [} lC?�P:.S.4 ti _•/_#.F'C,: 7f � 31, s`'.t° :;'--�€ 'J t ,""". s>;7..»" f'"t��d, �ri�:ti'°'' ;-' ,.,r,r' -•,*`.:'�+�'a;. FOR ER"OWNS }:, F✓?vf1 Z£'{ N. E I ACR. r .tea W TYPE OF BUILDING a ` L-!v -- a�o 71 SEAS. VL FARM COMM.' CB. MICS. Mkt.Value LAND IMP. TOTAL DATE ' 'REMARKS s T - inm ' t a, r akF • 46 7O .rirG�YJ}�Zr� ir-- I , AGE BUILDING CONDITION NEW NORMAL., ' BELOW ABOVE FARM 'Acre Value Per Value Acre ` Tillable -� FRONTAGE ON WATER' Woodland ¢ `FRONTAGE ON ROAD,.. ` Meadowland DEPTH ' House Plot .BULKHEAD 'Total DOCK AAA, r _ 77 u , -f � COLOR TRQAsr .' 3 a f + {{ , 4 IV f - - - - - A-1 Ff FT Extension " s'. t i �• i _ i `Extension - - i ° 4 Extension (-Voundotiori Bath Dinette r ') Porch ., 1BasemenY Floors, Porch --- �Ext_Walls .' 1; ' Interior Finish /i l a -;LR ` ., -Breezeivny ��7 � ,r'`�'';���-1;' ��.,.� re Place- � ��. Hect DR,.�;'i 1,.:. '"r•r �`� t IT pe'Roof 'Roo ms 1st Floor BR, , Garage. , rl` ,I Recreation:Room Roortis2nd Floor' PIN: B Patio: ` 1-7 O. B. Dormer brivevoy Total i . , , TOWN' OO 'SOUTHOLD Pkd0ERTY. RECORD--CARD i _/di t3 is Jt QWNER STREET VILLAGE DIST. SUB. LOT ssx� .,'FORMER OWNER N E ACR. ^ � " S W TYPE OF BUILDING £,RES. SEAS. I VL �FARM COMM, CB. MILS. Mkt.Value ` LAND _IMP, J TOTAL_ DATE REMARKS , IVJQ45 �r >. ...� y f : , AGE -BUILDING CONDITION a , NEW NORMAL, BELOW ABOVE FARM., Acre Value Per V-clue Acre Tillobie FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowlcnd DEPTH 1 House`Plot -- -4 BULKHEAD, Total f — -- DOCK, !_ -._s-..................r.-a,_ .__...m.".,m__ ..-_. ` ._... �..-.._.----•...,...�.:..."._.a�«. § Pa 'f+ nrt^x'l.rv-a� .6 rc' .. '. ",.eap• +'e.��^ ....,._a,... 1 /Dod-34.' Y , )LOR TRIM x -Pn."'�'" mj ` µ — Fayggz- I 1j j yz� ti I 41 _ _. I tq4 37-2-91 1/02 � -�-- r;M. Bldg "Extension � ( t Y2-7 a4t� — ;: Exte stun fry firs --Foundation c G C Eliatti o@ t Dinette' j . _ i -Porch. � � 8 � `�~ . .. � 1 1C3asement,( � �c a .. �Floors , ai Interior Finish' Porch. '� i 5 �} Ext.Walls t '• lx r a 4 k rJ ".'" t 2f11 Fire Place ° tip ac �i[eat Dr. .0 ._ - ;Gar a asRQ Rcoms Ist Floor I 6R - t 1 PatioRccreofion Raom ,— Rooms2nd Floor �'zr; FIN. B l ' amti'i �> esoa � irrr+er,r Driveway4 } Total LA,-7 SCTM#. TOWN OF SOUTHOLD PROPERTY k OWNER STREET (f� * VILLAGE DIST. -SUB. LOT` , 0\.!'x ^9 5 ACR. REMARKS' ` TYPE OF BLD.'. 1"i5- f_c?nC) 0�67 .PROP.CLASS '.`iG¢:Gea rtwaa✓,r`_;:x�sr^+,,.�'`r'�r�tc-� '�.. �lt�-f^f.^'f �t �t>'�n�'r'�e...�ts^�legi.r'"�-•'ram., ?,�, '^^^'tom.,,,+"^.-,... ^F�.Q 3 LAND dMP. TOTAL DATE t�i5 .21- 3 _ rc;;"rs2 —�/Dlf !rC' fa-"t.C= ";� `.��1 � . t;��cti`� �`�ta`��:�.+,_,.!_>±;3�,.�:�r`� t�:�=:t•- �-..-<�� �.� !`t,. .�,,-_.-�;1>;-1.�,.,=�.!r�`:*t:� } FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL x , OWN. ;OF SOUT.HOLD--PO. CARD OWNER "' STREET ( VILLAGE f DI St. SUB. LOT, ORMER,OW- ER Q�r S r "?d?tr ? N E ACR. "72,Tn"-71 i S W TYPE OF BUILDING 1-b;s RES .� I,j'SEAS: i VL. .FARM Comm, .CB. MICS. Mkt.Value „LAND iMR` { TOTAL DATE REMARKS -� — ..r.,,j*� y;;. Gf;.�r :Od'",'o' f1 J C)�J "7 1 ' dy1ilx{ 1l �� .° 7i'"iL,'rl dC�r 1 ! rG ,�' lt ! ( Pt71 _ l - n I.tCn I{.3 �r>,� _ �d Ut"l� C! 76 96_— +' ��.�_.� ��j 4.„a' d`'? v3^;Y�^r4.��'�` ���a..zr 0' ��q�:.�y',��,.r�"��.I�'1. ''��S-�1•`�.„s'�i i�.�-yS� p^ (( I - '� ;t moo. `... { T; S C-v-, ^ .Al 37. I 1 � .-... �+7 �_'- - ,� ' � a, 1 r= (A AGE BUILDING CONDITION r + :_ �r , .r °E�r ieiol oc•r e.,,c rQ. 5 NEW NORMAL BELOW' ABOVE_ _ C 9 r '� ),. _ _ 190f 1 C�{ f' FARM Acre Value Per �� Value Lj — � ---... Acre -7 J ) J /si l*l1tG i � 1` r P :, Gco e-,K $0 ��, ��- Tillable - -� FRONTAGE ON WATER Woodland --- �^ FRONTAGE ONYROAD Meadowl0d DEPTH 1 { ' House Plot �_— BULKHEAD Total DOCK f r/. ay Xj " rr .. 1 COLOR � 1 c'f, s TRIM f �' .. 4 a r-r'�'`a�,tf � � 1 a�#t" i --I E � � �_...;.,,_.�..��.._I____�_,��....�__F��''�' E I..,...,I•--•1 1 € ai� �`"'e.:._� la t 7 � ����,� �__...�. ,.....� I _ i.= � �.•_7 .� � 'I I i R � i ` r�"„a ati. a !. _...�.f3,...'a, ..,-..- `v Rg` V � � � �i ,�, AL", 1 Or n.a� 1 y{ M. [31dg. • 1 r°✓ '.yam -: - 6 i Olt € ' Extension z'" �%•px�,- � � ��g � 1 � i � i �- ��� 9 TI i"' �" � � i �� (y Extension s. Extenssom _ _ �, y tFoundotion j i-r _ Both Dinette 1- t = B'sement . . Floors K. 1; Porch /4 � j 4 r i Interior Finish Porch }Ext.Walls ) �- l .a =arm S 6reezevray,' IFire Place . - eot, DR, - ._ .:;w� _ Garage � {TRecred�on Room � `J2ooms`dst'Floor ���'^�, �- patio Rooms 2nd Floor B _ k 1 ( $Dormer Driveway . Total •-�—'._�. _ f� -mmr-.. ",z > JJJ a"� / r . . . 77, 77 TOWN,. F,:`$CUT OHO!! D PROPER _ w ... ®, CARD 7 STREET VILLAGE +DIST. $UB,.g;✓'`LOT : ! ' . ? y,j C� C} 2h1"3 ,% � '` f g { ✓ ,t r ,r. sf tCte z� ' «EO OWNER .N' Ei .` -" ACR� 45 17�S�str(�w^f3- S. ;` TYP[OF BUILDING' a +,RES SEAS VL. !/ FARM ' COMM. CB. MISC. Mkt. Value f LAND. IMP.° TOTAL DATE REMARKS r r _ I - AGE- BUILDING CONDITION '-NEWS NORMAL BELOW ABOVE FARM Acre' i Value PerVolue z 4 Acre - i•;Tiligble - 'Tillable, 3. Woodlond StYomplanil, FRONTAGE ON WATER Brushland FRONTAGE ON ROAD "House`P.Iot DEPTH y BULKHEAD m _ Total 'DOCK- , , fi'w r E{ t ,tom, .�-. �. .r���e � 'z�`��a�..tx •,y, �'�, '-� � �"" ';�' — sl �4E OLOR LC _ + RIM ti 14 1» 31:IS-4.1 3/10 ��. rc �x Foundation Both ? Dinette �t r _._ ;Extension `. . Basement t Floors' K' .° "";Extension- ° at. Walls �v Interior Finish t R. '.�l "A3u>d C , ~� � afire Place j! /` Heat DR. ✓ i `Extension i�. .' .. Rooms 1st Floor {t 13R. T e.Roof,. YP s-szc h °1 �k t�1o�9 J•S�19°+ ° Recreation Room 'Rooms 2nd Floor FIN. 8. - k -Porch °t. a ?C � 2* - �. • jDorrner a� �'. Br tiva_�s Y i Driveway' if�;�,+�- tip. _ Garage,, O 3. i :,Toto6' u �u i 13 f ao 1S T.InWN OF SOUTHOLD PROPERTY . CARD OWNER STREET m- µ- —-VILLAGE ^' Dist— s "I y' " [ t�>�} 4it#�kAli -Fd "; f t / r LL� � Ft�` ✓ i 'P Gg`F a I FORMER 0 NER� N f� E ACR. } ' �b S W TYPE OF BUILDING RES. r� SEAS VL. FARM COMM. . CB. -MILS. Mkt. Value �. . LAND ! IMP. TOTAL y DATE REMARKS 6:. t X 1 - 1 � �4� _L.1�t����#��k �' ��€�r��_"�r� d� lfPd' l'. ` ,d'£1 'v7 —..._.. �'l`�,. r " 1 b AGE,, BUILDING CONDITION , NEW NORMAL BELOW ABOVE FARM I Acre Value Per Value . Acre Tillable FRONTAGE ON WATER , Woodland' p r _-_ FRONTAGE ON ROAD . � °�"' Meadowland DEPTH -" House Plot { BULKHEAD Total " DOCK ` : . ,M �a Y } COLOR TRIM '� at^ ' i - 1j t - � Q ' s, v M. Bldg. �'p y .• Extension `,. 2,rg Extension :, k -e p+/ E Extension vir : :.._.'. p `,, Foundaton ¢ z t Bath Dinette Porch.. € Basement•" Floors I° K. ".` Porch — � Ext,Walls Interior Finish LR. Breeieway J,Fire Ploce � _ Heat !'DR. Garage i TYPe Roof Pm,, }st Floor BR. � -Patio Recreation Room Rooms 2nd Floor i F1N.' B. . .. O. B. - Dormer „ Driveway �k Total'- , ' , ( ��rp{ td'V�}•,i ' TOW�V 06� SOUTH®iLD PROP�62T� R�COR1� tARD- OWNER _-^ -- r STREET i VILLAGE —" DIST.1 r SUB. LOT 1l- -- �y q f �� r ✓ = _ _NI ' /`1 Q-/ .. r✓} �4.�L +�', 1 Ef r/ .,`i` 1731 ' .✓fit kc;fj _ �J •f f " DORMER OWNER AC 4 S W TYPE OF BUILDING RES. SEAS. VL.J// _ FARM COMM. CB. MI.CS. Mkt. Value LAND IMP. TOTAL DATE REMARKS r /7 AGE BUILDING CONDITION NEW NORAAAL ! BELOW ABOVE FARM' Acre` ( Value Per Value _ { Acre a Tillable FRONTAGE ON WATER __ _- t _Woodland'. , FRONTAGE ON ROAD r ' �' Meodowland DEPTH f House Plot BULKHEAD Total DOCK i ._.� _ ... 3 j ao 18 : , TOW14 OF ,SOIDTHOLP PROPERTY -RECO901 ~CARD �OINNER STREET VILLAGE DIST. SUB. , - 'g"'�q�t9l ?t,� •^ �'6i . ''J" t 7b 4.1 .D.�' G+R✓ A L+*�+.` d""�A Fi rp .� FORMER OWNER N E ACR. - � S. W TYPE OF BUILDING RES. SEAS. VL. "�� FARM COMM. CB, "yyMICS. Mkt. Value— LAND "IMP, TOTAL DATE REMARKS t'! F .t.a l f-' �2 6 6 , . . e AGE BUILDING CONDITION' t NEW NORMAL BELOW ABOVE _ �. FARM Acre Value Per Iti Value I Acre I Tillable� FRONTAGE ON WATER Woodland`' { FRON I`AtiE ON ROAD Meadowlond I DEPTH ` 'House Plot ( BULKHEAD _ 7ot0 DOCK ^ TOWN OF SOUTHOLD PROPERTY RE i L+ ~.AWNSE��R� t1 STREET f VILLAGE DIST. SUB. LOT :J��I�-�_c._ ^`f ^c�� ,%fir,°'e_�;`r �,.*fn,..rt{� �'`�..,•,J�'r �'y�j�'€��_,G,v"1�1 ____, . .i�ft -r1,. r'+,4.^.�.,°•.,„„.: -.�.3 FORMER OWNER N E' ACR. f ' ry S W TYPE OF BUILDING e,.K'wyJc:.�' ..'".�'r�..'..} a"+�:"•Z`r:.-.t' k.1.::�$ �'.!C fc i RES. ¢ SEAS. VL. _ FARM ( COMM. CB. MILS. Mkt.Value LAND IMP. TOTAL + DATE REMARKS y/�;' ,� 4 �. /,; Al Al, C. rol7ke 9v-1) 4 _ ' �..�r - �-J aL—I ' ._i?v�r : . ors 04 )e� C.; 'I"- i.,:C: �{ s (DO r az [9 r Z l zt- 7z � t � - Yht i 1l 9(3 a 6 3 2 t 1 }1 rc�a. � .I�,�� � - r r .I�,�r,. eft z r� - --L-'1- �1 r- - :AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE WA W Acre Value Per Acre -Ti1166le FRONTAGE ON WATER Woodland —' FRONTAGE ON ROAD tape} 1 f 3.i Meodowland I'DEPTH House Plot BULKHEAD Total' �, v I DOCK n , P LOR �AJA),Tit,Rfi d- TRIM W H r-r-d' 7 F i 31 712 12 14 2 022 — — __._ 1 f i• Y ) { I M. Bldg. Extension Extension Extension Foundation ,P;� - ?s p Beth Dinette LSO __ Basement f Floor, 'Porch 3�.� � i (Ext. Walls Interior Finish � 4 , LR. Breezeway — Fire Place ���0 v Heot DR. Garage I { Type Roof _ Rooms 1st Floor BR. Patio _ —^ _ _ _ Recreation .Room Rooms 2nd Floor �FIN B O. B. J IDormer Driveway ----+�— � .�. ' Total! z � TOWN OF SOU'THOLD PPOPEPiry' =PEN-6' 'OWNER STREET VILLAGE DIST. SUB. LOT ORMER OWNER ' N — — E — ACR. jr. L S W TYPE OF BUILDING J"' RES. SEAS. L. _ FARM -- COMM. CB, MICS. Mkt. Value _ LAND _ IMP. . ` TOTAL DATE REMARI<5 , i(� lA f� 3r L/�,_f• •• f7 js� �i` I .•r (4..:-.....{� ' /7✓•n`G /7--c o I ;r ./' y r. it r�i f• r -L" r t4. ��7 s, f _ c} i . D !` �!; (r`rt. lQ5zs' F'1�, c�Tarir�v i� Div -C Ja o 3a /'j 7,46 5' 91YC) P/_Z,j &W / 't3 pL' Srr 1 f�r� 2PJ9 �J Ilcf ?? t 2 ` �1( ".r _ C: .(� 4� h.} E ^ 73 ��>— 1 _ —.._ _ AGE BUILDING CONDITION L j __•_ t z.���'�-- ' a0 NEW NORMAL BELOW ABOVE ! FARM Acre Value Per Value: —_� Acre v— Tillable i FRONTAGE ON WATER ^ Woodland FRONTAGE'ON ROAD o Meodowland ( DEPTH f , House Plot — BULKHEAD 'Totdr,� " i DOCK Fit. ..` COLOR j �Sr tic i'"I G TRIM i £ -- - - _x • f 1 r _I r- M. i� I . Bldg. .'� fr Y Extension 3ra'.Extension Extension Ya /7` /3 - 1,)q7 T<'ci 7Az(a= 152 I 'S' �� Foundation CW Both / -IDinctte Porch / �� --IBasement Floors 'K. I �/ E�! �Porch a 's 4,3Ext:'Wa11s Interior Finish d / ,f uP�t7 _f�� zLR. Rreezrx�9Y w, i = 1 6°i I 2 T %r Fire Place y , µ �Neai d DR. Garage Type Roof Rccrns 1st Floor BR. Patio , lRecreation Room I Rooms 2nd Floor FIN. B O. B. .S r'. a:C:/ 3. 1 /— r r"Dormer _ Drivev"ay — Total -- -- --�— ----- -- TOW OF SOUTHOLD PROPERTY '-d..L.:,..,.CAE ® OWNER STREET d�` VILLAGE DIST�----- SUB. LOT hL o 5 itC I Ian tf cl 14 15 Sys vA Py i ,g� g , FORMER OWNER N' E — S W TYPE OF BUILDING RES. a SEAS. ! VL. FARM COMM CB. MICS. Mkt. Values Z_ LAND I IMP, TOTAL DATE REMARKS ; 11ia, AGE BUILDING CONDITION -- NEW- NORMAL BELOW — ABOVE - - FARM Acre Value PerVclue — Acre ? .4 Tillable FRONTAGE ON'-�NATEW Woodland -- FRONTAGE-ON ROAD Meadowland DEPTH ` u House Plot I BULKHEAD Total DOCK ir(JJ Ca -5 ` / 1 4 1 ) p COLOR TRIM AA M "4�ar" �� ��: ,}y�"`?'.'V9 ���ti:d.#V,+«,. M f` � •�� ��. Imo' I + I�.I — M. Bid' - Extension — ,7— Extension Extension Foundation Bath j Dinette' Porch 1% k,1 0 osement �% "Floors ;<a K. Porch Ext. Walls z� Interior Finish {' LR. ' Breezeway (Fire Ploce Neat Garage Type Roof -- + •. �.t f Rooms 1st Floor ' &R. — -- -- S — Potio _ J"Recreation Room Rooms 2nd Floor �- � �FIN. B O. B. 4 Dormer -~�- —�Driveway — r I ( ' 77 kRTY :1'RE VILLAGE` ' -vi5.l RICT_ `SU)6, LOT OWNER' STREET: 5 ppt / p4u �.d ORMER}OWNERL) N E p ACREAGE TYPE OF BUILDING _t!( ,.✓°'. ,c'-1 �, ::"`} 7"+,1 ,,.,.+ 05', c+ s.. .. .3'3"P L.d i�a.FA' RES SEAS. VL FARM COMM: IND. I CB. f MISC. LAND IMP. TOTAL DATE REMARKS r, t:'t 9/-- ._A.. �i�?,��s�"` t',�"7C'cf / ` r}rZae` ._Ltc c . �' -..-_ .. 04 - I �LJ " f YfC.,! t I Y �tu • , z�: AGE BUILDING CONDITION ,NEW NORMAL BELOW ABOVE ? Fnrm Acre V61ue Per Acre Value 1 .. _ -- milbble 1 , l: �r t, ' t � __ --.._........ .. Tillable __... _�` .....- .w..3'acs� "s. — — ,~— ` Tillable �3 � _ _ __... _ Brushlond,' -- House Pl#Y `s N - AAA' Ilk I. #tea% a t u"*r� 'iV 'k1 31 � � z i Foundation J 7,C. Both '3 i Bldg. 3. Ezi siln 3 k _ ,� - Basement Floors F E ten ion Ext. Walls W(� , Interior Finish 1 _ Extension Fire Place I Heat olh Ck .�: .I x �. vO :r' Jc' Porch `y :!.)o Attic l✓v' 4�i '� 1l) 9C� =��7 � Porch Rooms l st Floor iel Y c: �.-1 Or p Patio Rooms 2nd Floor Garage Driveway { 0.B. J 1� TOWN ®F S®UT 8161lqi�[®L� PRE I CARD CONE �C-✓^�. STREET �� VILLAGEk,__ _ __.._._ ..__._. SUB. LOTf A X 46 FORME, OWNER t• r N E ' ACR. j S W TYPE OF BUILDING- „RES.. SEAS. VL. FARM COAhM. CB. MiCS. Mkt.Value LAND IMP. TOTAL DATE . REMARKS. /f 1 C f 17, 7 -g c,Z:) c.,_...µ,� Y floc 5 200 C>r� ?. s Ala sag-r /� /:�? r- f-on:dI, _) eY - ;0")- z�7-f'"T- ` . icy/-rmre Jp "q,f W AGE- BUILDING CONDITION YjIj z gA*0'�U3 r �e5 9 p, NEW I NORMAL BELOW ABOVE �. + + `FARM. Acre Value Per Value 1�so,nnC p Tillable. FRONTAGE ON WATER Woodiond FRONTAGE ON ROAD IvMeodowland i DEPTH .✓ House Plot BULKHEAD r Total ,,• �` . . DOCK t 4 OR' REZ- TRIM 'w k-4.r 7c i 1 I 31.-6.26 9/08 lvl Bldg. 6 u �-Extension ;�,-�ceGsion + _ 2 b Z$ i -� � 1 { L _ I. Extension �0�3 n cCJ !Foundation G. _Both Dinette ? ;Porch 113asement - y Floors I ri„^ v Ic I Porch, !Ext. Walls .Interior Finish LR. ' Breezev+ay" (Fire Place --- Heot , y CDR. Caorage „ r Y Type Roof Rooms I st Floor pR. . -"Potio ( j lRecreotion'Room Rooms Floor �� FIN. E ( O: B. ++ ;Dormer Driveway — — 'TotalGol I --T---_ �. .. y 1 , 77 V-6 w. STREET ,PN +�,`- VILLAGE' n D15T _ �, p} SUB LOT i�6"'�,.. YNC't:v;.. --G..t'1:.:t" �n;, •'�.a`" .-ea"`^a r ....J t :,a ' .�•«'°z:...„. ,r- �''''' `: '^,: ".�.+ — r -,FORMER OWNER N E" ACR: S W TYPE OF BUILDING RE51 �EAS 1 VL. ',FARM. COMM. CB,. M`ICS. Mkt. Value LAND - IMP. µ TOTAL- DATE REMARKS,` f �` � t' �l``` e � .�• "� �£�� �� �'�;+°..�-s`� ��f41 �� ��.'l!�S.r Sf f!°r�� .+�wa �°"� � f.. .{�.. � U..��-Y /P C�.a_-d!-Tyr{ a�i ?fit, t.X. s Zt M !,rr� (3�d'A /,�r��..Z� � `�./' � _.��,�'��.-I��� ��� _t'_.�•.��*�"�.�' ice ... "'S1iCi,<,+ +�.�1,:'.. .� � r� �a Li - '.AGE I BUILDING CONDITION NEW NORMAL BELOW ABOVE — FARM,. Acre Value Per C Value Acre •Tillobie, i ! FRONTAGE ON WATER :Woodland FRONTAGE ON ROAD ,p lYleadowland DEPTH' fir_ XHouse P,1gf, BULiCIlEAD Total _ _ DOCK _ . • r k�Y :OLOR ,fit t M TRIM LO t . n _ f F ' 7 - l�° [ .,Bldg 4z E.xtension { I __.i--`�'• 1 ' ( ( 1 I t --1— - i-� I 1 1 ,� -Extension Extension n ' t s q ? 4&w FounJuiiun r iBoth Dinette 4 . _ �, a. ,�ken c I Basement Floors K. Port ' !C �xt_Walls y Inferior Finish j l LR. Breezcvoy Fire Place -` Heat DR. Garage Type Roof' - Rooms 1st Floor 1 �'BR., s s § G y -- PxsiRecreotEon Room j Roams,2nd Floor i 'FIIll. B 0. B. { l Dormer `_ia rev Driveway Total 4.rJ � Ej�'}�'.�"1"�""�t tom'' ,.✓ ,. r TOWN OF SOUTHOLD PROPERTY REC60 CARD OWNER STREET SUB. JA-Z - 'Sle,", 0,-Z- "S FORMER N E ACK. W TYPE OF BUILDING RES. SEAS. VL. FARM j COMM. CB, mics. Mkt. Value LAND f IMP. TOTAL DATE REMARKS 0 70 ea.. :, Z ' ; 18 L1213 S.to Y;I= LLci�d (5 "g AGE I 1 BUILDING CONDITION NEW 'NORMAL BELOW ABOVE FARM I Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH > House Plot BULKHEAD Total DOCK 7 v b 5 � j "COLOR TRIM WINPt klii.kw'� r y e , __,_.gym_, �. { 7u: Extension` 3 — -- i 'Extension . r. Extension I Foundations c w: r Bath Dinette i8asement- - Floors, K- �' { L p a=PorcSi �Fxt Walls° i t rs° ' t `Interior Finish: h LR'" ( $ieezeway. Fire:Piace, Hoot �� f Q, ITYPe Roof_ - Rooms"1st Floor —77 i'atlo Recreation Room r*' Rooms 2nd Floor J F!N. B _ -- O. B. Dormer',, Driveway � - Tota( r 3 d.�, ��.,,.�W.,..,._�.�..,...,,._...�....,...:._....`.��<,....,.3......;..:..:.t..�.....,..,.�.:,..�........,.....y..�_.t;�,t�'�`.: .....�"�.°._.....:;.__..,,.f-.,.. � ._.�.u..�..._.�..-.,�°t,..�...._...:.�,.a..._ .:�u:a....�'4-. z �._..,....._.......z.._.L SCTM# 'TOWN OF SOUTHOLD PROM ', �.� U -C!"'` O OWNER' STREET n C) VILLAGL 'QIST. SUB. LOT I�t 1cv, rtl5,n` : 1�t , , +; . i '.� . �"tom..., t �— teG• rf, S vCrrt ^ ACR 'REMARKS, E kill , TYPE OF BLD. t T�,, : I,-LI.q 1 7-L I-av I i tea T a f✓^ t`,"o,kf ! PROP.CLASS j T lei..-.:i:'+,t'ra .4...�1-<,. t :E'dr.' .. ) /. •.`7 �ss- 'l� 'S-�i :>`'. �„i,'l"�.._T-41c.E:Y ap .LAND 'IMP. TOTAL DATE _,3 l,ct err Hoo:.kts'4�,'-Za000 FRONTAGE ON WATER HOUSE&OT BULKHEAD TOTAL 13, T� U O3 SO, TROLD PROPERTY' R[� C oJ(c€1'�tD�I�µ.lCARD OWNER, STREET VILLAGE DIST. SUB. LOT 1 _ - •- 1 '� i..'#:;�;: 4i "i ..,+�"'j /"+''�..�C.,,' T •- "$ rz�` ,4*;r...�°+'j ,`."" ^d`' 7- ' '` '_O h A OWI�IER "N � E, ?o • Ylbr& i( t F � S (W TYPE OF,BUILDING,' I '� r' tf �" , t._....•.._ 1 REST SEAS VLFARM I COMM. CB. MICS,_ Mkt.:Value, r V ". TOTAL -DATE �c� �f� �l �r �� �� _. q"'� ,,�,,F oo � ,. LAND. " � IMP:" �''�REM�RKS zzt" t,.,_.�!' 6 ; s 3aLr P;_ t`r + s ks // 1 ^ �,t�✓ .. i f r r, BUI r� GOIDITI NEW "NORMAL BELOW, � ABOVE FARM' j: r`, Acre �� Value-Per Value Acre FRONTA E ON WATE • .r° - R Woodland i FKUNTAGE ON ROAD , " Meadowlond DEPTH t House:Plat ,W. � • ,BULKHEAD Tatal f 'DOCK' Y , C -2� g#�c�� r+a�'.. '�'r _�z aF � ..�,.a,...�,..'".._...��... �p:��''*3" � [3�i d,.....,.r - �`,� ;"';`�_....-t r k"'o. �._., �•. r- �� _.._,� �__......�,.". ._..,....v.,. �� _.....�....__.._......_e __��4......r.Ie.,z.......,'...«:...am..,,,,.,,......'�nsa.......�.:..�,..a, _ .�„4... 's,.......,.». cw..'� .� .L...,.a."...�."__ .... " _ _ _... 46�11 ,e 1 :OLOR',.. � s"_ �;ri' TRIM _ r j t � 0 r� 38:S-4 03/23/2017 - j M Bfd 5 G 7 ✓iw z t_ '.. `` I� ' ( C f t I t��.14 j I ..m.E..., Extension Extension I �_ ! s t I nswn , • t gy a (Foundation '777 "x, Daih Dinette Ro w 2As �.s 6osement j z r Floors - 'Parch -S-u -j � rJExt.Walls y Interior Finish LR. p ljFire Place Heat , . f DR. . Garage• t:.r J . .( cal °-;, I Type Pa .Roof Rocros Ist Floor BR. iRet reutio m n Rcam Roams 2nd Floor i i FIN. B O B �� Dormer Drivewoy - - _ Total v w • max, �_ , RECEIVED -TOWN OF SOUTHOLD SIN 2 0 2024 BUILDING DEPARTMENT SOUTHOLD,N.Y. UNING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE:August 8,2024 TO: Steven Affelt(Sciara/Hilbert) PO Box 762 Great River,NY 11739 Please take notice that your application dated May 7,2024: For permit: to demolish(as per Town Code definition)and reconstruct a single-family dwelling at: Location of property: 1525 Old Orchard Road,East Marion,NY County Tax Map No. 1000—Section 31 Block 15 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed single-family dwellin- on this nonconforming 10,558 sq. ft. lot in t}re R-40 District is not permitted&rsuant to Article XXIII Section 280-124.which.states lots measuring less than=20 000 square feet inl6tal size require a minimum primary fiontyard setback of 35 feet, a minimum secondai l- front yard se#back of 20 feet a minimum rear yard of35 feet and maximum lot ooverage of 20% The proposed primal front yard setback is 27'4" the secondary front yard:setback is,3 feet the rear yO setback is 2. '1,0"and the lot coverage is,at 27.29/6. Additionally the proposed construction is not permits d Rursuant to Article XXXVI Section 280- 207A(b) which states;"the gross floor area shall not exceed the permitted square footage calculated as follows: Lots containing up to 20 000 square feet of lot area: 2.100 square feet maximum plus I2 5%of the lot area in.excess of 16,000 sq.ft.up to a total of 3,350 sq.ft maximum." The ermitted grosi.floor area is 2,169.75 s�. ft.The proposed a ross floor area is 2,333 sq. ft. Authorized Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. RECEIVED Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS SEP 2 0 2024 AREA VARIANCE .1 House No. 1.525 Street Old Orchard Rd Hamlet East Marion ZONING BOARD OF APPEALS SCTM 1000 Section,31 Block 15 Lot(s) 003.000 Lot Size 10,558 sf Zone R40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): Carla Sciara & Lester Hilbert Mailing Address: 14 Roosevelt St. Glen Cove, NY 11542 Telephone:(917) 337-2248Fax: Email: carla.sciara@aecom.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Steven Affelt for(X)Owner( )Other: Address: -PO Box 762 Great River, NY 11739 Telephone:(631) 553-6333Fax: Email: steve.affelt@gmail.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, O Other Name/Address below: 1 . WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 08/08/24 and DENIED AN APPLICATION DATED 05/07/24 FOR: (X)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy O 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:XXlii, XXXVi Section: 280 Subsection: 124; 207A(b) Type of Appeal. An Appeal is made for: (X).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 O Reversal or Other A prior appeal�)has, +X)+as-n"been made atany time with respect to this property,UNDER Appeal No(s). '�`6 J Year(s). Jq(p k . (Please be sure to research before completing this question or call our office for assistance) . Name of Owner: ZBA File# RECEIVED Page 2,Area Variance Application Revised 6/2023 SEP 2 0 2024 REASONS FOR APPEAL ZONING B (Please be specific,additional sheets may be used with preparer's signature notarized): OARD OF APPEALS 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: See attached letter. 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: See attached letter. 3.The amount of relief requested is not substantial because: See attached letter. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached letter. 5. Has the alleged difficulty been self created? { } Yes,or {X} No Why: • Are there any Covenants or Restrictions concerning this land? 0()No { }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 community. By signing this document,the PROPERTY OWNER understands that 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 may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature o pplicant or"Authorized Agent (Agent must submit written Authorization from Owner) d , # KELLIE A. STAMM' Sworn to before me this lay Notary Public, State of New York No. 01 ST6035196 of sp '� _ ,20 Qualified n Suffolk County Commission Expires December 27,201alt Notary Public _.-- Steven Affelt, AIA PO Box 762 Architecture Great River,NY 11739 Intelligent Design (631) 553-6333 Sustainable Building RECEIVED Zoning Board of Appeals . Town Hall Annex SEP 2 0 2024 54375 Main Rd.PO Box 1179 J Southold,NY 11971 ZONING BOARD OF APPALS Subject:Appeal for Sciara-Hilbert Residence 1525 Old Orchard Rd.East Marion, SCTM#: 1000-31-15-003 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties ifgranted, because: When the zoning code was established,this parcel was zoned R40,which has a minimum lot size of 40,000 sgft which is 400%larger than the existing size of the lot.This creates several issues related to setbacks since this lot cannot afford the required setbacks with any size dwelling.For example,the existing second front yard is 18'-5",while the required distance is 20'.Any addition or extension to this dwelling constitutes a .zoning violation. This lot is not unique in this neighborhood.Most lots on Old Orchard Rd are of nearly identical sizing.Most houses are of a similar setback distance and therefor granting a front yard setback would not change the character of the neighborhood. Several dwellings are closer than 30'to the front property line.As an example, the adjacent lot to the south has a(2) story dwelling at approximately the same proposed setback distance. The recent local law limits the maximum square footage of a lot being 10,000 sgft or less to 2,100 total sqft. This new law severely limits this parcel's ability to maintain the level of development that the other lots on the street have achieved.The two adjacent parcels to the south have dwellings approximately 3,000 sgft in size(lots 15-4.1,3-9,2-9.1). Our current dwelling is 1,337 sgft and we have requested a variance of 163 sgft above the new maximum 2,100 or 7.5%.We do not believe this would be considered a significant relaxation, the existing conditions of the block must be acknowledged.We are requesting to build an addition that would be increasing the size of this dwelling to be the median size house on this block,as the extreme end is still 1,000 sgft larger than our proposal. 2. The benefit sought by the applicant CANNOT be achieved by same method feasible for the applicant to pursue, other than an area variance, because: Any addition or extension to the dwelling,even a second story,would be within the setbacks required by the town code.There is no possible different avenue to explore. 3. The amount of relief requested is not substantial because: While our setbacks would be a significant relaxation,the existing conditions of the block site,and original dwelling must be acknowledged.We are requesting to build an addition that would be increasing the size of this dwelling to be the median size house on this block,as the extreme end is still 1,000 sgft larger than our proposal. Our existing dwelling is situated in an odd position on the lot,and we cannot move the dwelling to better comply without causing a different setback issue. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: Great River,NY 11739 PO Box 762 Tele:(631)553-6333 steve.affelt@gmail'.com Most lots on Old Orchard Rd are of nearly identical sizing.Most houses are of a similar setback distance and therefor granting a front yard setback would not change the character of the neighborhood. Several dwellings are closer than 30'to the front property line.As an example, the adjacent lots to the south have(2) story dwellings at approximately the same setback distance. The two adjacent parcels to the south have dwellings approximately 3,000 sqft in size (lots 15-4.1, 3-9). Other dwelling further south ranges from 3,600 to 3,800 sqft(lots 2-9.1,2-12.4). 5. Has the alleged dii fieulty been self-created? { } Yes, or{X }No Why. This dwelling was constructed in the 1950s without requiring a zoning appeal.The R40 designation applied to this small lot in the past was not chosen by the original owner or the current. Are there any Covenants or Restrictions concerning this land? {x) No { } Yes (please furnish a copy) Steven Affelt(Authorized Agent) Sworn to before me this'day of 20 a _y_. RECEIVED SEP 2 0 2024 r�.Notary Public ZONING BOARD OF APPEALS k KELLIE A. STAMM a of W York OI Notary Plublic,S`a035196 Qualifl-J n Suffolk County �i� Commission Expires December 27, 2 Steven Affelt,AIA Phone (631)553-6333 PO Box 762 Great River,NY 11739 APPLICANT'S PROJECT DESCRIPTION APPLICANT: Sciara/Hilbert c/o.-Steven Affelt DATE PREPARED: 09/03/24 1.For Demolition of Existing Building Areas . RECEIVED Please describe areas being removed: No removals or demolitions cro n 2024 �r--cam-- II.New Construction Areas(New Dwelling or New Additions./Extensions): ZONING BOARD OF APPEALS Dimensions of first floor extension: 26'-0" x 38'=3 '' irregular Dimensions of new second floor:. 31-6" x;28'-3" Dimensions of floor above,second level: 0 sgft Height(from finished ground to top of ridge): 2.1'-6 Is basement or lowest floor area being constructed?If yes,please.provide height(above ground) measured:from.natural existing grade to frst.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: Single floor One family. dwelling with partial full height basement:Existing single car garage,.1 full bath,.. Front yard wood deck.2 bedrooms, galley kitchen. Number of Floors and Changes WITH Alterations: Proposed 2 story single family.dwelling with full height basement and single car garage. Screened-Porch,1 st FL great room addition. 2nd FL new master bed & bath and second fl balcony. IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your-property: 2,01.9 . Proposed increase of building coverage: 848. Square footage of your lot: 10,558-7 Percentage of coverage of your lot by building area: V.Purpose of New Construction:- -Expand dwelling for full time occupancy of owner. Increase entertainment space, add screened in porch for outdoor enjoyment Increase garage height for personal car lift- VI..-Please describe the land contours(flat,slope%,heavily wooded,marsh area,.:etc.)on your land and how it relates to the difficulty in meeting the code requirement(s); Very flat, suburban neighborhood..Neighborhood is within-300' of wetlands.;- Site does not hinder code compliance in anyway. Please submit 8 sets of 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. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is the subject.premises listed on the real estate market for sale?Yes SEP 210 2024 .x No � r B. Are there any proposals to change or alter land contours? ZONING BOARD OF APPEALF x No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? None 2.)Are those areas shown on the survey submitted with this application? 3.) Is the property bulk headed between the wetlands area and the upland building area? N/A 4.) If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?N/q. Please confirm status of your inquiry or application with the Trustees: and if issued, please attach copies of permit with conditions and approved survey. D. Is there a.depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? None- 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. I. Please list present use or operations conducted at this parcel. Single family.dwelling and the proposed use Single family dwelling with additions (ex: existing single family, proposed: same with garage,pool or ther) ` Authorized signature and Date TOWN OF SOUTHOLD, NEW YORK July 28, 1961 ACTION OF THE ZONING BOARD OF APPEALS DATE........................ Appeal No. 385 Dated May 31, 1961 ACTION OF THE ZONING BOARD OF APPEALS OF TOWN OF SOUTHOLD Rev. Henry Kratzke To Old Orchard Lane Appellant Marion, Ndw Vnrk at a meeting of the Zoning Board of Appeals on Thursday, July 27, 1961 the appeal was considered and the action indicated below was taken on your RECEIVED - ( ) Request for variance due to lack of access to property { ) Request for a special exception under the Zoning Ordinance SEP 2 O ZQ24 I l� (X) Request for a variance to the Zoning Ordinance b BOARDiONING OF APPEALS 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article................ Section ................ Subsection................ paragraph ................ of the Zoning Ordinance, and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 7:40 P.M. (E.D.S.T. ), upon application of Henry Kratzke, .old Orchard Lane, East Marion, New York, 'for a variance in accordance with the Zoning Ordinance, Article III, Section 305, for permission to reduce setback on a corner lot. Location of property: Lots 51 and 52 on map of Gardiner's Bay Estates, East Marion, New York. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) *ZD40tX4 produce practical difficulties or un- necessary hardship because this lot is of unusual shape which prevents the garage from being placed in line with the house. Furthermore the deed restrictions of this subdivision state that the garage must be attached to the house. (b) The hardship created (is) MVJMXunique and (kWIP (would not) be shared by all properties alike in the immediate vicinity of this property and in the some use district because this lot is almost triangular in shape which is unique in this location. Also, in this district this is the only area which requires an� attached garage. (c) The variance (does) 4ftECOM observe the spirit of the Ordinance and 00181!�W(would not) change the character of the district because the-private road leads to property that has a similar situation. The use will enhance the character of the neighborhood. and therefore, it was further.determined that the requested variance (X) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed (fl: ) be reversed. Rev. Henry Kratzke is granted permission to erect an attached garage and breezewa no closer than 10 ft. to the northerly property line. APPF�OM FORM zsa ONING BOARD OF APPEALS !r16 � � • - .• '" '` Judith T. Boken, Secretary / ,. .. _ _ \ I 1 1 �� .. ._. . 1 .. ._. ... .. .._ . _ ... . , . ...... ai'(i' ,� r�r .. � .. � . . . � � , . ��� . � i )y "RK No. 4 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT SEP 2 0 2024 Town Clerk's Office ��� Southold, N. Y. ZONING BOARD OF APPEALS Certificate Of Occupancy No. z65.04. . . . . . Date . . . . . . . . . . . .Junm. .3. . . . . . . .. 19.75. THIS CERTIFIES that the building located at -North•Lane 4. -Old- Urehar§t Bay Est Map No. Gardiners. Block No. . . . . . . . . . .Lot No.51 .& .52. . East. Marion. .Ral-o. . conforms substantially to the AWA code bNa4 , 19 57 . pursuant to which ', oc cypancy • before •Apri:l• 23' • ��� Z65o4. . dated . . . . . . . . . . .June. . 3 . . ., 19.7.5., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is ona XaLLUy.&xe.l.lin& .with .garage. M1334. . .e4cl) . . . The certificate is issued to Estate• of.Amy•L.. .Kratake . . . . owner. . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . . prew. .existiag. . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. pre.•esiating. . • . . • • • . • . . • • • • • • • • • • • •• • • • • . HOUSE NUMBER . .1.525. . . . , . Street . .Old. urchax4ar,.e . . . . . . . . . . . . . . . . . . . .. . Building Inspecto { RECEIVED FORM NO. 6 SEP 2 0 2024 TOWN OF SOUTHOLD �1" Building Department ZONING BOARD OF APPEALS Town Clerks Office Southold, N. Y. 11971 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted in DUPLICATE to the Building Inspector with the following; for new buildings or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final approval of Health Dept. of water supply and sewerage disposal—(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and .similar buildings and installations, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey•of property showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent in- formation required to prepare a certificate. C. Fees: 1. Certificate of occupancy$5.00 2. Certificate of occupancy on pre-existing dwelling or land use $5.00 3. Copy of certificate of occupancy $1.00 Dote .....May 29,. 1975 ..... ................... New Building ............... Addition ................ Old or Pre-existing Building ......g...... Vacant Land .............. Location Of Property ... ..Aast Marion. N.Y. see surve9 aVEi0ied) Owner Or Owners Of Property Est.ate..af...Am,7..1.....YmatzkP............................................................. Gardners B Estates s/Sec. 2 5 —5 Subdivision .. .. ...........Lot No. l.. 2. Block No. ............ House No............. Permit No. .................... Date Of Permit ....................Applicant ,F, tt ,,,of Health Dept. Approval ............................................Labor Dept. Approval ................................................ Underwriters Approval ..............................................Planning Board Approval ........................................ Request For Temporary Certificate ............................ ........... Final Certificate ....................................... .. Fee Submitted $ 5,•00................ ... ..... . Construction on above described building and ermit mee prilicabble codes and regulations. Applicant ....... ........ .00 ESTATE OF AMY L. KRATZK�;�� Sworn to before me this 2�th .... day of ., M...�Y��t�975................ (stamp or seal)^1/z6 Notary Public ... .. ...�. County PATRICIA MOTT �p [ v •.... ....... UOTARY PUBLIC, State of New York No.. 52-2198100 Qualified ia.Suffolk County Commis4igq L4141 marl.40. 197..7, HOUSING CODE INSPECTION June 2 , 1975 RECEIVED 1525 Old Orchard Lane R-1 SEP 2 0 2024 East Marion N.Y. _�Vtqf Subdivision: Gardiners Bay Estates ZONING BOARD OF APPEAL- Section II, Lots 51-52 Tax Roll: Henry W. Kratzke & Wf Occupied: New owner - Joseph J. Lasgar & Wf Upon receipt of an application for a Pre-Existing Certificate of Occupancy, I made an inspection of this one story framed dwelling. I was admitted to building by Scott Masterson and began inspection at approximately 11:10 A.M. The building consists of two bedrooms, living room, bathroom, and kitchen. Heat is furnished to all rooms from an oil fired hot water heater located in cellar. A one and one-half car garage is attached to building by breezeway; this was constructed under Building Permit #1402Z dated 12/5/61. The' following violations of The Housing Code, Chapter 52 , Town of Southold, were found: Kitchen- waste line from kitchen sink not tied into house sewage drainage system. Article V, Section 52-51 C-1. Sewage drainage system- no vent piping provided at plumbing fixtures. Article V, Section 52-51 'C.7. Inspection completed at approximately 11:45 A.M. r Res fectfully s bmitted, EH:mm dward Hindermann Building Inspector JNAUTHORIZED ALTERA N OR/0DITj'ON L1'r • TO THIS SURVEY IS A OLA71ON OF SECTION 7209 OF TH NEW YORK STATE Fi._r �- h ,��,�• !;J},,J EDUCATION LAW. `r COPIES OF THIS VEY MAP NO7 BEARING • * e THE LAND SU;V R'S INKED SEAL OR �U'r'��! pC `�+�+-%T�-'4i3-C•' i,'t �• EMBOSSED SEA -HALL NOT BE CONSIDERED TO BE A VAL TRUE COPY. /FE Ce GUARANTE iNDICATED HEREON SHALL RUN �tr `tiN ley, ONLY TO E 'L,'SO;4 FOR WHOM THE SURVEY IS FREE D,AND ON HIS 6EtiALF TO THE TITLE NC LEND • INS'iTUVON USTD HAREONE NCY A AND O ASSIGNEES OF THE E NO DING I STII. T N.GU y ADDITIONAL INSTITUTIONS OR 5UBSEQ6. 7• TF � IY • ! t• � f r ti f J �A ! �a 1 ;4 i; �.� �; fTr. ho. � I 0 in 1 ••� t f t i r _ ;O D Mr ,O.s In z Z in G)al cn 1 O m m > N n V !7 C �O I D � �,/,;;'; t:..1'•••,'>:. s r.>►� �x,��..•r•:. fit,'.: K. 1_ot �Gt�L Q1GiC �f+N•�rrY.. ��. L.IceHscd Lcy:ida 55wtyvm:,-, • 'l<'.i•fle W-2 lZ880.'o 19, ��, -. • t.�;v. �; rogm NO.4 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERICS OFFICE SEP 2 0 2024 SOUTHOLMN. Y. ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No. .......... Date ..............................NO.....9......... .. THIS CERTIFIES that the building located at ........02&.0robard-JA.......................... Street GaM Bar MOP NO.*.....................Not.. Block No. ....X=.......... Lot No. 540AU......BeAt-161101iM..................... conforms substantiaily to the Application for Building Permit heretofore filed in this office dated .....................................1W.......31........., 19.61. pursuant to which Building Permit No. dated ................................1)..... 19.63t.., 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 .......... .......... ....................................................................................... This certificate is issued to ..Rew. .."atsk ..................Dwmw................................................... (owner, lessee 'or tenant) of the aforesaid building. ......L............................ ............... Building Inspector FORM NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT RECEIVED TOWN CLERK'S OFFICE SOUTHOLD, N. Y. SEP 2 0 2024 ZONING BOARD OF APPEALS BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N° 1422 Z Date ...................De"aber......5............ 1961.... Permission is hereby granted to: Fred Gordonn..A/.0....Henry..K•ra-tzke.......................... lee��or ......................................................... .................................................................................. to ...$uild...an..addition..on..an..eaist„ag..dwell.ing...................................................... ................................................................................................................................................................ at premises located at ...Lots...51..&..52.....Gar.fteTS.-Bay..ES.tatas........................................ .......................................%3,:t...3' I` .QA......................................................................................... ................................................................................................................................................................. pursuant to application dated ........................Xgy......31.......................1961..., and approved by the Building Inspector Variance granted by Bd Appeals Fee $.5.0.0............. ............. ................ Building Inspector FORM PTO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. I Examined............ ..............19........ Application No. ., i �r +�� to /Lt :................ Approved............. ......................i 9........l�ermit No. .................I............ Disapprove(d�o/c ...............`:..`:°...:�..::::.:. `......... . ....................................... RECEIVED .c ................V.....:::........... :...::..................... ....r..................................... I v P ��L... SEP 2 0 2024 ......... ... I........t........I.......................... .......... ..... . (Building Inspector) ZONING BOARD OF APPEALS APPLICATION FOR BUILDING PERMIT Date............................ft!'....31...............14-1....... INSTRUCTIONS a, This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building inspector. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and giving a detailed description of layout of property must be drawn on the diagram which is part of this location. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the progress of the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances and regulations. ( nafu�c�of ap' p i an , ; if a corporation). ....... yk (Address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ....................................4H?a..........................I....................................................................................................................... Nameof owner of premises......HArW-Y.........ICI'.8:1 ske.................................................................... ............................... ;.`, If applicant is a corporate, signature of duly authorized officer. (Name and title of corporate officer) 1. Location of land on which proposed work will be done. Map No: .AAN.11aerA,.%BAY..Ut Lot No: .J�a•..�C..J�2.. Street and Number .....SAS.....Old...0xahard.4+1=0 4..... -V-t...Road.#..... �"+t�st•�7pi�4xJ j. Municipality 2. State existing use and occupancy of premises and intended use and occupancy of proposed;construction: a. Existing use and occupancy.....dxelMw..................................................................................`........................... b. Intended use and occupancy...DW4� .. �A.. J(?l..�t �'rAXA... .............................. ..................... H 3. Nature of work (check which ci, ;able): New Building....................Addition .... .=%;........Alteration .................... Repair ..•.................Removal ....................Demolition.....................Other Work (Describe) .................... 4. Estimated Cost.......1-500.1/)4..................................Fee ......54.00............................:................I............................ (to be paid on filing this application) 5. If dwelling, number of dwelling units.........Clio...............Number of dwelling units on each floor............................ Ifgarage, number of cars.............QAq....................................................................................................................I... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.............................. ' a .... Depth ......38 7. Dimensions of existing structures, if any: Front.............2�.......... Rear......... ..,....... .....,.......... Height ............................Number of Stories .....on@................................................................................................. Dimensions of some structure with alterations or additions: Front .........4a.................. Rear ......a..................... Depth .... ..3a/2.0........... Height ..............................Number of Stories .....Rma................... 8. Dimensions of entire new construction: Front.....22.................. Rear .........2a.............. Depth .........8.0.............. Height ............................ Number of Stories .................• 9. Size of lot: Front 120/34.0......... Rear ......50/13j%....... Depth ............................ 10. Date of Purchase .................30..53.............................Name of Former Owner ...G8.r8i19.ers_pgr..Corp......... 11. Zone or use district in which premises are situated.......!!M distrAct..................... 12. Does proposed construction violate any zoning law, ordinance or regulation? ......Yee....................................... 13. Name of Owner of premises........................................Address ............................................Phone NO. .................... Nameof Architect.... ./................................................Address ............................................Phone NO. .................... Nameof Contractor./........I.........................................Address ............................................Phone NO. .................... PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Eive street and block numbers or description according to deed, and show street names and indicate whether interior or corner lot. r U V C; n< r RECEIVED SEP 2 0 2024 . e ZONIN ARD OF APPEALS BO X STATE OF NE YORK ) COUNTY OF .. Uff ) .........) SS. 8�37� IC1NOtrZ1iG9 ...............................being duly sworn, deposes and,says that he is the applicant ........ ...... (Name of individual signing application) above Homed, He is the...........................A7�R1►9x........ Contractor.................,..........agent,...:cor.........por..it.e..............officer.,.........etc.)........................................ ( of said owner or owners, and is duly authorized to perform or have performed the said work and• to make and file this application; that all statements contained in this application ara true to the best of his knowledge and belief; and that the work will be performed in the mannerJse F T.forth nBOKE the application filed therewith. Sworn to before me this Wary Public, Stete of New York ..................31. day of ................ .. ea�m�� Suffolk County G,3 (Signature of applicant)', - �h 30, 1� Notary Public, :. RECEIVED . .SEP 2 0 . 2024 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ZONING BOARD OF APPEALS WHEN TO USE T141S FORM:This form must be completed by the applicant for any special use . permit,site plan approval;use variance, area variance or subdivision approval on.property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the:Suffolk County . Department of Planning in accordance with Section 239m and 239n of the General Municipal Law.. . 1. Name of Applicant: Steven Affelt c .. 2. Address of Applicant: 1255 E. Gillette Dr East Marion, NY 3. Name-of Land;Owner(if other than Applicant): .Carla Sciara/Lester Hilbert 4. Address of Land Owner; 14 Roosevelt St. Glen Cove; NY 11542 5. Description of Proposed Project:Proposed 2 story single family dwelling:. with full height basement and single car garage. 6. Location of Property: (road and Tax.map number) 1625:Old Orchard.Rd East Marion 11939 1000-31.00-15.00-003.000 7. Is the parcel within 50.0 feet of.a farm operation? { } Yes {X} No 8. Is this parcel activelyfarmed7 { } .Yes { } No 9. Name and addresses of any owners)of land within the agricultural district containing active farm:operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your.responsibility to.obtain the current names and.mAiling addresses from the Town.Assessor's:Office(.765-1.937).or from the Real Property Tax Office located in Riverhead. 1 2. 3. 4. _ 5: 6. (Please use he a k ofA page if there are additional property owners) ' / 1,2L Signature of'Ayplicant . 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-. Solicitations will be made by "supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this-application: 3. Copies of the'.completed Agricultural Data Statement shall be sent by applicant to.the property, owners identified above.. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 6I7.20 RECEIVED Appendix B SEP 2 0I Short Environmental Assessment Form 2024 Instructions for Completing ZONING BOARD OF APPEALS Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Sciara I Hilbert Addition Project Location(describe,and attach a location map): 1525 Old Orchard Rd. East Marion, NY 11939 Brief Description of Proposed Action: Proposed 2 story single family dwelling with full height basement screened in porch. 1 st FL great room addition. 2nd new bedroom, new master bath and second fl balcony Name of Applicant or Sponsor: Telephone: (631) 553-6333 Steven Affelt E-Mail: steve.affelt@gmaii.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: x 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? 0.10 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.24 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial X Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 RECEIVED 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations?P ve hensi com re SEP 2 0 2024 X b.Consistent with the adoptedcomprehensive plan? X 6. Is the proposed action consistent with the predominan $MpRID)gb0 &Tr atural 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 and technologies: 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: New I/A System X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X 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 waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 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, a.Will storm water discharges flow to adjacent properties? IN NO❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: El NO®YES Underground Drywell Page 2 of 4 � v 18.Does the proposed action include construction or other activities that result inF- Vment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? _ `�n If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been they I cdGAFi10FA0PffALS 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 THE BEST OF MY KNOWLEDGE Applicant/sponsor name:,, S ven A it Date: 09/12/24 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?" No,or Moderate small to large impact impact may may occur occur 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 RECEIVED No,or Moderate SEP 2 0 2024 small to large impact impact may may ZONING BOARD OF APPEALS occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part'2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ 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 Town of Southold RECEIVED, LWRP CONSISTENCY ASSESSMENT FORM SEP 20 2024 . A. INSTRUCTIONS ZONING BOARD 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.northforkmet), 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 -_3L_- 15 003.000 , The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. 0 Building Dept., El Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response):. .(a) Action undertaken,directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation, land transaction) 0. (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: Proposed second story addition and rear.addition. Location of action: 1525 Old Orchard Rd. East Marion, NY RECEIVED Site acreage: 120'X115' 0.24 acres 0 2024 Present land use: Suburban single family dwelling ZONING BOARD OF APPEALS 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 11739 (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 I—I 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 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 0 Yes ❑ No ® Not Applicable . RECEIVED`. Board of Zoning Appeals Application P. 2 0. 2024 AUTHORIZATION ZONING BOARD OF APPEALS (Where.the Applicant is hot,the Owner) h Carla Sciara residing at 14 Roosevelt_St (Print property owner's name) (Mailing Addregs} Glen Cove,NY 11542 Steven Melt do hereby authorize (Agent) .. to apply.for variance(s)on my behalf frotn the Southold Zoning Board of Appeals: (Owner's Signature) . 'Carla Sciara (Print Owner's Name) 1 APPLICANT/OWNER . TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethii:s problhits conflicts-of interest-on the part or town officers and employees:The uurpose of this form is to provide information which-cad alert the town of uessible conflicts of interest and allow it to take whatever action is necessary to avoid same: " vouR 1VAivIE: Carla_Sciara: (Last name,first name,middle bdtial,unless you are applying in the nome of someone else or'other entity;such Asa company.Irso,Indicate the other persoa's.or company's name.) RECEIVED. " TYPE OF APPLICATION::(Check all that apply) Tax grievance : Building Permit a -X ; • Variance. X Trustee Permit 2024 Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity). Planning ZONING BOARD OF APPEALS Do you personally.(or.through.yourcompany,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 you answered"YES",complete the,balance of this form and date and sign where indicated. Name of person-employed.by the Town of Southold NIA Title or position of that person'. N/A Describe the relationship between yourself(the applicttnt/agent/representative)and.the town officer or employee.Either check the.appropriate line.A)-through D)and/or desc'ribe.in the space provided..- The town,officer or employee or his or berapouse,sibling,parent,or child-is(check all that apply]:. A)the owner of greater.that S%of the shares of the corparate:stock of the applicant(when the applicantas a corporation) B).the legal or beneficial owner of any interest in a non-corporate entity.(when the applicant is not,a corporation) . . C)an officer,-director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP. . = Submitted this" day o -T Signature. Print Nante.. ..".Carla SCiara. AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town orSouthold's Code of Ethics prohibits conflicts of interest on the bart�of town ofiieers'orid emaloveei.The purpose of this .form is to provide information which'can alertthetown of possible conflicts of interest and allow It to take:whatever action is necessary to avoid same. :'x®1JR NAME: Steven Affelt: (Lost narne,firsfnauie,piddle Initial,unless.you are applying in'the name of someone else.or other entity'such ws a coiopauy.If so,Indicate the other person's or company's name.} ' ' RECEIVED. . TYPE'OF APPLICATION:(Check all that apply). T'aX grievance Building Permit Variance .x _ . Trustee.Permit-. $EP - 2 2024 . . . Change of Zone Coastal Erosion. A roval of Plat Moorin pp g ZONING BOARD OF APPEALS' 'Other(activity) Planning Po you personally(or through your company-spouse,sibling;parent,or chUd)have it 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 wpartnership,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°fo of the shares'. YES' NO X. If you answered."YES",complete the balance of this form and date and sign where indicdted.' Name of person'employed by.the Town of.Southoid N/A Title or position.of that person Describe the relationship.between yourself(the appHeintlageutt.represenfative)and the towti: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 oflhe applicant(when the applicant is'a. . . corporation) B)the legal'or beneridal owner of any interest fna non-corporate entity(when the applicant is not it corporation) C)'an officer,director;partner,or edipioyee of the applicant;or,: D)the actual applicant DESCRIPTION:OF RELATIONSHIP' : . . . . . . . . Submitted this day-of Signature Print Nome ..Steven Affelt . . _ . _ J . r, �'k �• .,�. �• � .,ram..: � � aye : i,_ �� "`�•. "' . I � fv �rim .s'f: , k,'�;,-r F �� . ' •,�:• Sy � i �n� ` � a. �NF.y ,�`�'�}r':"796 `�k �A��y�afJ .,•t a q�`` �?' � , �„�,_. __�, fir• ��, t , •v t i y , 14 w• d'�'F. .. �ti.;,,.yam 4 yis .. OPP- 'V yy 7' y „w•Pri''1 tSer�t^.E3"'.�' yy� - 'f�� W ���� .3,•.G t 1r . d w� .� w`^Yin+n ���wx,'S. �r� � Y a7 ��,,,� kt •�Y .. Y' K *P74 t .. I L lS Y VO . 4`.4, / d !, - �. 'fir_` 1 ` . k ♦ 1 `� II .,add^• d � � ~ , ay L Y* } x s t yin' ..• '�'�. y'f/r. � \�``� '�• I I 1 -� TOWN OF SOUTHOLD PROPERTY RECORD CARD` _ OWNER STREET VILLAGE DISTRICT SUB. I LOT FORMER OWNER ✓en i�P.S(°� N E ACREAGE J S W TYPE OF BUILDING l ' _RES. .210 SEAS. VL. FARM COMM. I IND. CB. I MISC. ( Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS t .7, i-1 � � ':.f ,'+ �~ r „r.,.S" './tom(irS '��'�..!,� J �• ..�is''L'. _,,,I!-q.,� � " _._ __ 1J C' ' - cam ° 0 3 3 a v S" �� > i AGE BUILDING CONDITION r rr NEW NORMAL BELOW ABOVE FRONTAGE ON-VOO M k.4 4,t, fa Farm F Acre Value Per Acre Value FRONTAGE ON ROAD I.-A-d C 7 Tillable I J BULKHEAD Tillable 2 ICL -- DOCK � Q Tillable 3 cli LL Woodland _ W C5 Q Swampland a 0 m Brushland t!� z House Plc!' Total loots - �► wa _ i allall i nt- 60 i R. 15-3 11/10 r M. Bldg. Foundation I j Bath —_--- x i Extension ! Basement I Floors �+ �- n /< �E Interior Finish 's Extension ,, Walls (. Y o c l Extension I I Fire Place l Heat I - - ----!-- - ------ ' Porch! Roof Type Porchl Rooms Ist Floor Breezewo ' q atio Rooms 2nd Floor . w Garage �G �� 1 -3.S-y�''F"veway I Dormer c m - --+- -- ---,--- - - - M D c v O. B. - -- - ----- __ M r- e R r' 1 1 � / ZBA CHECK FEES - 2024 Funding Account - B2110.10 , DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 9/23/2024 Spahidakis, George&Sara 7977 $1,500.00 194 10/1/2024 9/23/2024 Steve Affelt for:Sciara Carla 74�78w $2,750.00 1106 10/1/2024 Finnegan Law for: Papson Vicky 9/24/2024 Revoc Trust 7979 $1,250.00 1427 10/1/2024 $5,500.00 RECEIVED OCT -2 XX Southold Town Clerk r .r i r r � Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * Date: 10/02/24 Receipt#: 335280 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7977 $1,500.00 1 ZBA Application Fees 7978 $2,750.00 1 ZBA Application Fees 7979 $1,250.00 Total Paid: $5,500.00 Notes: -AAA Payment Type Amount Paid By CK#1427 $1,250.00 Finnegan, Law P. C. CK#194 $1,500.00 Sara M. Neumann CK#1106 $2,750.00 Steven Affelt AIA Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Finnegan, Law P. C. PO Box 1452 Maiituck, NY 11952 Clerk ID: JENNIFER Internal ID:7979 j Q / LEGAL NOTICE S--i MOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JANUARY 9,2025 at 10:00 AM PUBLIC HEARINGS 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,JANUARY 9,2025: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-GEORGE AND SARA SPAHIDAKIS#7933SE—Applicants request a Special Exception under Article III,Section 280-13B(13). The Applicants are owners of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:1235 Wunneweta Road,Cutchogue,NY.SCTM#1000-104-12-12.2. 10:00 A.M.-GEORGE AND SARA SPAHIDAKIS#7977—Request for a Variance from Article XXIII,Section 280-122;and the Building Inspector's September 20,2024 Notice of Disapproval based on an application for a permit to legalize"as built"alterations to an existing"as built"accessory apartment in an accessory building and to construct a deck addition to the existing accessory building;at, 1)alterations and additions to a nonconforming building containing a conforming use creates a new non-conformance or increase in the degree of nonconformity;located at:1235 Wunneweta Road, Cutchogue NY. SCTM No. 1000-104-12-12.2. 10:10 A.M.-BRIAN AND SHARI NERREAU#7971 —Request for Variances from Article III,Section 280-13A(1);Article XXIII,Section 280-124;and the Building Inspector's August 7,2024 Notice of Disapproval based on an application for a permit to legalize"as built"additions and alterations to an existing single family dwelling and to legalize"as built"conversion of a pre-existing seasonal cottage to a year-round dwelling;at 1)altered cottage constitutes a non-permitted second dwelling on a lot;2)single family dwelling located less than the code required minimum side yard setback of 15 feet;located at: 705 Wood Lane,(Adj.to Richmond Creek)Peconic,NY. SCTM No.1000-86-6-8. 10:20 A.M.-STEVEN AND KIM SWEENEY#7974—Request for a Variance from Article III,Section 280-15;and the Building Inspector's July 24,2024 Notice of Disapproval based on an application for a permit to construct an accessory garage;at, 1)located less than the code required minimum property line setback of 15 feet;located at: 190 North Drive, Mattituck,NY. SCTM No.1000-106-6-33. 10:30 A.M.-DONALD J.SCHNEIDER AND PAMELA E.SCHNEIDER#7972—Request for a Variance from Article XXIII,Section 280-124;and the Building Inspector's August 21,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at,1)located less than the code required minimum combined side yard setback of 25 feet;located at:890 Ruch Lane,(Adj.to Arshamomoque Pond)Greenport,NY. SCTM No.1000-52-2-31. 10:40 A.M.-IVNN,LLC#7973—Request for Variances from Article XXIII,Section 280-124;and the Building Inspector's May 1,2024,Amended'June 20, 2024 Notice of Disapproval based on an application for a permit to legalize the"as built"demolition(as per Town Code definition)and reconstruction of a single family dwelling;at 1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum side yard setback of 10 feet;located at:585 Orchard Street,Orient, NY. SCTM No.1000-25-2-14.1. 10:50 A.M.-VICKY PAPSON,TRUSTEE OF VICKY PAPSON#7979—Request for Variances from Article IV,Section 280-18;and the Building Inspector's August 12,2024 Notice of Disapproval based on an application for a permit for a lot line modification; 1)two proposed lots having less than the permitted lot width of 150 linear feet;located at: 11100 NYS Route 25 and 11120 Main Road,(Adj.to Gardiners Bay)East Marion,NY. SCTM Nos.1000-31-13-7.1 and 1000-31-13-7.2. 1:00 P.M.-STRITZLER TRUST#7975—Request for Variances from Article XXII,Section 280-116A;Article XXIII,Section 280-124;and the Building Inspector's August 27,2024 Notice of Disapproval based on an application for a permit to construct additions and alterations,to legalize an"as built"deck addition with a sauna attached to an existing single family dwelling,and to legalize an"as built"accessory deck;at;1)as built deck addition is located less than the code required 100 feet from the top of the bluff;2)"as built"accessory deck is less than the code required 100 feet from the top of the bluff;3) "as built"deck addition located less than the code required minimum side yard setback of 15 feet;4)"as built"and proposed construction more than the code permitted maximum lot coverage of 20%;located at:955 Soundview Avenue,(Adj.to the Long Island Sound)Mattituck, NY.SCTM No.1000-94-1-8. 1:10 P.M.—TIMOTHY P.AND CHARENE G.MURRAY(STORK)#7976—Request for a Variance from Article III,Section 280-13C(Accessory Uses)and the Building Inspector's August 22,2024 Notice of Disapproval based on an application for a permit to legalize an"as built"non permitted recreation space in an existing accessory garage building(BP#50551);at, 1)"as built"recreation space constructed in an accessory garage is not a permitted use;located at: 1140 Park Avenue,(Adj.to Great Peconic Bay)Mattituck,NY. SCTM No.1000-123-8-1. 1:20 P.M.-CARLA SCIARA AND LESTER HILBERTW 7.8 Request for Variances from Article XXIII,Section 280-124;Article XXXVI,Section 207A(b);and the Building Inspector's August 8,2024 Notice of Disapproval based on an application for a permit to demolish as per Town Code definition,and reconstruct a single family dwelling at, 1)located less than the code required minimum primary front yard setback of 35 feet;2)located less than the code required minimum secondary front yard setback of 20 feet;3)located less than the minimum rear yard setback of 35 feet;4)more than the code permitted maximum lot coverage of 20%;5)gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area located at:1525 Old Orchard Road,East Marion, NY. SCTM No.1000-31-15-3. 1:30 P.M.-NORTH ROAD HOTEL,LLC, HOTEL MORAINE#7927SE—(Adjourned from December 5,2024)Request for a Special Exception pursuant to Article VII,Section 280-35B(4)and the Building Inspector's January 24,2024 Notice of Disapproval based on an application for a permit to construct a neu motel building(10 units)and to build an addition to an existing motel building(4 units)upon a parcel that measures 3.251 acres in total area,at;located at 62005 County Road 48,(Adj.to Long Island Sound)Greenport, NY. SCTM 1000-40-1-1. 1:30 P.M.-NORTH ROAD HOTEL, LLC/MOTEL MORAINE#7953—(Adjourned from December 5,2024)Request for a Variance from Article VII,Section 280-35B(4)(a)and the Building Inspector's January 24,2024,Notice of Disapproval based on an application for a permit to construct a new motel building (10 units)and to build an addition to an existing motel building(4 additional units)at; 1)parcel is less than the code required minimum size of five(5)acres: at:62005 County Road 48,(Adj.to the Long Island Sound)Greenport,NY. SCTM No. 1000-40-1-1. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold Please note the date to submit written comments to this office will be the Friday prior to the public hearing. After that,no documents will be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: December 19,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON Contact:Kim E.Fuentes, Board Assistant 54375 Main Road,P.O.Box 1179,Southold NY 11971 97f22e4b kimf@southoldtommy.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 01/02/2025 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 08 day of January 2025 AL AL Digitally signed DOUGLASWREA by douglas w rea Notary Public-State of New York Date: 2025.01.08 NO.OIRE6398443 15:18:16 +00:00 Qualified in Albany County My Commission Expires Sep 30,2021 BOARD MEMBERS ��OF $QUj�,O Southold Town-Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora CAR Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento yCouv+� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JANUARY 9, 2025 at 10:00 AM PUBLIC HEARINGS 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, JANUARY 9, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.00v/calendar.aspx. 1:20 P.M. - CARLA SCIARA AND LESTER HILBERT #7978 Request for Variances from Article XXIII, Section 280-124; Article XXXVI, Section 207A(1)(b); and the Building Inspector's August 8, 2024 Notice of Disapproval based on an application for a permit to demolish as per Town Code definition, and reconstruct a single family dwelling at, 1) located less than the code required minimum primary front yard setback of 35 feet; 2) located less than the code required minimum secondary front yard setback of 20 feet; 3) located less than the minimum rear yard setback of 35 feet; 4) more than the code permitted maximum lot coverage of 20%; 5) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area located at: 1525 Old Orchard Road, East Marion, NY. SCTM No. 1000-31-15-3. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: December 19, 2024 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 1.1971-0959 Town Hall Annex, 54375 NYS Route 25 ir� P.O.Box 1179 nCo Southold,New York 11971 0959 Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: December 9, 2024 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The January 9,2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. r!Phtk§ ow,.,please see hstructions,regi ired to prepare for the ZBA public hearing which-includes: E READ CAREFULLY.-.'': 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than January 2, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by January 3,2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by USPS Certified, Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We `w q Instructions for ZBA Public Hear. q Page 2 ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by December 23,2024. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kim&southoldtownn gov or elizabeth.sakarellosgtown.southold.n�us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http•//24 38 28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. IMPORTANT I,'STRUCTIQNS::- ... ,..._ .-,. ... � Sean and.emad3the USPS mailing receipts,,agreen signature ~cards and;.affidavts to kimf('a�southoIdtownn� Gov,and , . PROMPTLY USPS:IVIAIL** the ORIGINALS to the.Town bf'Southold, ZBAt P:O.Box.:11.7.9, Southold,rNY 11971 Please note that without your mailing receipts, the ZBA will he prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will he adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason,you are unable to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant r Laserfiche Instructions for Zoning Board of Appeals Records r+ Q wuncnen NtCC; isiritt ( r ?L � vt � .n p r � � r-, S 1f Jt 31 7y� A i .E1 r Y3 .Fi! W?ie � ....•.p, ,r 'y- 7n. Y. 4 ✓:f �� Cf�rd�g� a" dotl[�MeR• a.?s' M+aR+,�,� ,, n.�jead�s�,=.r� Town&Gods.r Oal�u�cQra�cKCW �"{mvnB�arua��c, r�' fm�m�.s.,.r.,... LS�J� � � .w•.i1 -"iV��lQ:..;r�S� r�r �{�t"r'vY^� �Y �y 1 WttlUttt �}-.w........ �-•- ....r.,.:,..t, ;ue:Rrn`ww'.,s':�:GA.:�...xf..... .�::N e.. -L.�....:.:.>"' �:u. ra...u:...mlrn:.`";a.,' .1::%-._......n-r',„�`.-_. ,.•,.r:.� - Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche V/ao L-nk .c— 8rcwse :ear_h T—O(Southoid Town0f5outhold Name Page—nt Tr..ute— - Tovin,-,rl Emry?rOpen.es -ruvm y�scoran Path ; rsrni:•r_c:: td zoning ecard cf.ippe_5(z^ent Creation date .ii:201.!H:a2.M1:a:[ oap2ai' 29 Emirs tastmodified - -" k4eladata Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals (ZBA)folder/link. w Laserfiche Instructions ZBA Files Page 2 Laserfiche'Net)Llnk name Browse 5earcn rn.�r,o tr^.:, -Zoning Soard of AppealsfZBA) Zoning Board of Appeals name Page count template came ` (ZBA) Alphabencal Indev Entry:rnperees :Shard Actions a, serficre;earch Gulden Path ",et:ng Schedules of AppeaiS 118 A) WnutevAgenda VLegal nohcesrneanngs Creation date "I Pending ,.^.•20!;l t2:!."5 PL' :Reports Last modified -Spedal Event Pemmts Traln:ng Requirements_'BA OYna15 htetatlau -_MA Policies no l.s!:1t E—odons UV Code 290.10C(3) f IurisdkVtl Lsung 2BA Book of Mapped 1977 Ensene Lots 139 oredure:x Pnuk: rmmmnddP.r,P-:me Bub,Schedules Agreements.Conhadz&!gazes Pag.I Jt 1 a Enhles Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on 'Board Actions"folder to open. Laserfiche WeoL,nk `r fYe'! e``• >a... ..t some Browse Sear,n .•nk• ,;:ri• -- :. ..'.c.r:-or•.�_ 3oaro Action !lame ge-pun[ lempla[e ham. Board Actions 1957.1979 Fttry P+rf,'rtie5 `980-1999 Path 2000 ' r Ot<psl q4' ": mac dni ..::fu:.....F.4:'. 1.M1:.,,... 2001 Creation date 2002 2903 Last modified - 200.a _zcn; .Nefadd[d 2006 `2007, zM _c09 ..__................_....._ 2010 8 ResuAi N12 ..013 "2013 2016 201; Pending c- u 1„11 Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche instructions ZBA Files Page 3 2017 P 7 C.70 1 lmt modified enanata A,- -d —d Above:See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink Home Browse Search cq 44, Relevance 7016 Page count:63 Template name:Board AC*,]OnS Reset :a4- C,hn and Kns--Cashel SRO-ERT,-OCATiC;N:16.1—er Shingle mill°:sner !9.201.q7015.-dIh.l SCTM N..M0-9-.26.,dn-..5 10 le—. y-9.20:7=-.016.C-hel SUM No.1000-9-26 GRANT the ar-an—As S--:e—. COLIN& •CASHEL SECTION 009 BLOC.,. Tm—1 A0gre.(0001 10 a..3.d2 NY Z: Show rore Wormation 7018 Page count:56 Template name:Board AC-Ior.S 9:30 A.M.-CCL N r�SHLL AND V3.-.arceS under�MV ,MSea—ANN... -.3 ance(S)<R==14 CASkEL9-01 6-ReG-ST or000seO cr04S oC-0 n.0e, Show T1nr2 nformat— Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1, Laserfiche Instructions A� ZBA Files Page 4 Laserfiche WebLmK Home Browse Seaf th )Pat 1•d Adr^alS:LI A;'N:nute5/Ag"claslLegdl Nodtesr`learmgs Minutes/Agendas/Legal Vame Page count temClate name Notices/Hearings `. 1957-19�9 Entry Prapenles "-'1980.1999 2000 2009 Path 20'0 7a nOfS'utholT-Son0R 003l' Appel;s .20t 1 rr.;tice�:Headr:gs . 2os2 Creation date "C 2013 Last modified ,;2015 -'2016 Meradara '_;2ot7 ttome'Jdare a5.zned Page of I 11 Enn Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLlnk eiL�.'f! + •Y^rn,:-4 I�•u .,.,r Home Browse search -D—Ofin:atr'�d Lora-;3eav;.;f 2017 2017 yam, gage ccunr Template name Z3A.J I'05i 20' Entry Properties Path '3:.01;05.20:'=earl- 10 MA-01:19P01:agenda - Creation date Last modified 23n-0b'02.'20!s agenda ' -t-�::-1'I w MA-02%02nol7-lean'g a5 +wetadata ,Z-AwU%o2.2,17_N 3 MA-02:16/201 7 Agenda - ,Z3A-02%1 S;2C+'iPevai 3 .. Z3A-03f02.20+- _edule 8 R-1h ,MheehNpa p-msearaUsea2 Z9.:-03;02;2017 Agenda .__..___. '3A-03:02.1201;yeanng 65 ZSA.03iO2.2017_N 3 BA 03116:2017 agenda 2 Z3.a-03t16.20'2 Spec al a ' Z3.:-Oa/C61201� - MA-OW-M201'Agenda 1 Z3n-0a+'06:2017=eanng 15 Above: Agendas, Minutes and Transcripts are in chronological order. N U' Tl � U r _ , i -- �� ;I NS The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBIRlAR - Follow link - httpo.//southoIdtownny.gov/caIendar.aspx '1 S AME m. SCIARA, CARLA # 7978 SCTM # : 1 000-31 - 1 5-3 VARIANCE: YARD SETBACKS , LOT COVERAGE & GROSS FLOOR AREA FIEQUESTEE DEMOLISH (AS PER TOWN CODE DEFINITION) AND RECONSTRUCT SINGLE-FAMILY DWELLING DAT E THURS. , JANm 912025 1 :20 PM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD A7 ZONING BOARD OF APPEALS Appeal No. I b SOUTHOLD, NEW YORK S4 a AFFIDAVIT OF In the Matter of the Application of: MAILINGS sc��A / g, (Name of Applicant/Owner) �525 O LC) oQakA(t•0 -,�u) I lA Sr M,Af,,o4 SCTM No. 1000- (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK ( >!) Agent STl;vs bq residing at I L.CC5L OC Qr 6 -Y+q`-1Zwr-X New York, being duly sworn, deposes and says that: On the 2�day of IDG m6 PZ , 201 q, I personally mailed at the United States Post Office in ( - Ri �(Z , 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. (Signature) Sworn to befor a this -day of , 20 �f;gFA--9—� au�d�ln�Aik� a4i@t (Notary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. . Postal CERTIFIED oU.S. Postal Service T" Er CERTIFIED11 AIL R RECEIPT Domestic Mail Only o C3 Domestic o Er Certified Mail Fee (iair AF m �c 075 ru $ D" Certified-Mail Fee �. 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L:. 4J J erc� Fscl2 ---------------------------- '^ r r. rL Sent To /I/t o - ---- :-------------- ru I(, tit EI,S Q t� I Street dARt.No.,or PO Box No• O A---A --6 - ` - /jA)( � SfreetandApt. o.,o POBozNo. Cfty,,Sate,Z/P+4e c _..2(oS3 alicom s�u,Ilbm '� City,State,Z/P+4 A-------- PS Form 3800,April 2015 PSN 7530-02-000-9047 See Reverse fo I r Instructions SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY 10, Complete.items 1,2,and 3. A. SigntL C— ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back otft mailpiece, B• Re ived by(Printed Name)// C. Date of Delivery or oh,;be front if space permits. J� ce i�c hP�' i 1. ArticldAddressed to: D. Is delivery address different from item 17 ❑Yes ;Mt �j .,.,,.,,• r-__ __ If YES,enter del' ery address below: ❑No ^rt. 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D of D live or on the front if space permits. &M 16eG" I 1. Article Addressed to: D. Is delivery address different from item 17 ❑ s If YES,enter delivery address below: ❑No OW4 h - gg 26531"11hicorn Ct Il Herripbon,VA 20171 3. Service [Iice Type Priority Mail Expresso I IIIIllill IIII IIIIIII IIIIIII I IIII III III II II I III ❑Adult Sighure [3 Registered MaiITM I - °❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 8291 3094 4910 93 ❑Certified Mail Restricted Delivery ❑Signature ConfirmatlonTM ❑Collect on Delivery ❑Signature Confirmation 2.—Article Number(Transfer from service label ❑Collect on Delivery Restricted Delivery... 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USPS Tracking® FAQs > Remove X Tracking Numbers 1=�e�� 70220410000223918032 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item has been delivered to the original sender at 3:31 pm on January 8, 2025 in LONG ISLAND CITY, NY 11101. m m m Get More Out of USPS Tracking: USPS Tracking Plus@ 77 Delivered Delivered, To Original Sender LONG ISLAND CITY, NY 11101 January 8, 2025, 3:31 pm Arrived at USPS Regional Origin Facility BROOKLYN NY DISTRIBUTION CENTER January 7, 2025, 1:16 pm Arrived at USPS Regional Origin Facility NEW YORK NY DISTRIBUTION CENTER January 6, 2025, 3:18 am Insufficient Address EAST MARION, NY 11939 December 26, 2024, 11:08 am Out for Delivery EAST MARION, NY 11939 https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223918032%2C 1/3 1/9/25,3:02 PM USPS.com®-USPS Tracking®Rest,!+., December 26, 2024, 7:57 am Tk Arrived at Post Office GREENPORT, NY 11944 December 26, 2024, 7:46 am In Transit to Next Facility December 25, 2024 Departed USPS Regional Facility MID NY DISTRIBUTION CENTER December 24, 2024, 10:16 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER December 24, 2024, 3:03 am Departed Post Office GREAT RIVER, NY 11739 December 23,'2024, 5:45 pm USPS in possession of item GREAT RIVER, NY 11739 December 23, 2024, 12:57 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223918032%2C 2/3 1/9/25,3:03 PM USPS.com@-USPS Tracking@ Res,." ALERT.SEVERE WEATHER AND EMERGENCY EVENTS ACROSS THE u�S. MAY DELAY FINAL D... USPS Tracking' FAQs > Tracking Number: Remove X 70220410000223918056 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 11:30 am on December 27, 2024 in EAST NASSAU, NY 12062. m cn m Get'More Out of USPS Tracking: C USPS Tracking Plus@ 'c Delivered Delivered, Left with Individual EAST NASSAU, NY 12062 December 27, 2024, 11:30 am Arrived at USPS Regional Destination Facility ALBANY NY DISTRIBUTION CENTER December 26, 2024, 1:20 am In Transit to Next Facility December 25, 2024 Departed USPS Regional Facility MID NY DISTRIBUTION CENTER December 24, 2024, 10:16 pm Arrived at USPS Regional Origin Facility MID NY DISTRIBUTION CENTER December 24, 2024, 5:22 pm https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223918056%2C 1/2 1/9/25,3:03 PM USPS.com®-USPS Tracking®Rev,", Departed Post Office GREAT RIVER, NY 11739 December 23, 2024, 5:45 prn USPS in possession of item GREAT RIVER, NY 11739 December 23, 2024, 12:55 pm Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70220410000223918056%2C 2/2 1/9/25,3:03 PM USPS.com®-USPS Tracking®Res," , ALERT: SEVERE WEATHER AND EMERGENCY EVENTS ACROSS THE U.S. MAY DELAY FINAL D... USPS Tracking® FAQs > � qZ25 Tracking Number: Remove X 70220410000223918025 Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 2:39 pm on December 26, 2024 in BROOKLYN, NY 11249. m cu cn Get More Out of USPS Tracking: C USPS Tracking Plus® Delivered Delivered, Left with Individual BROOKLYN, NY 11249 December 26, 2024, 2:39 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabeis=70220410000223918025%2C 1/2 BOARD MEMBERS ��OF souryo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road-P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: G Nicholas Planamento �p� Town Annex/First Floor ac` Margaret Steinbugler �lij'COU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD March 11, 2025 Tel. (631) 765-1809 Steven Affelt P.O. Box 762 Great River,NY 11739 Re: ZBA Application#7978, Sciara/Hilbert 1525 Old Orchard Road, East Marion SCTM No. 1000-31-15-3 Dear Mr. Affelt; Transmitted for your records are copies of the Board's March 6, 2025 Findings, Deliberations and Determination,the originals of which were filed with the Town Clerk. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions; please call the office. Sincere y, 14L Kim E. Fuentes Board Assistant Encl. cc: Building Department RUITCH LINE k'/C(°W-�DR �F6R \ PCL NO.SEE SEC.NO.t't' _ 022�01823 SEE SEC.NO.022 27A - ' - ` MATCH _ UNE As 13A 1.2 38 11.19 0�`1>\/ 1e ' ^ I.L\� 7A , V:r 14.8A(c) 0 'g yQ1. ` ` / ,r ���I V I 2��'�\ �y``ym COUNTY OF SUFFOLK \ /'/y - {{ ���� V \I (x� ; TOWN OF SOUTHOLD 46.1 .2A 11.16 N 'p 1.1P1c)�,,a\ '•\ ,.T,,Q�, \y ao•, ,t,Lt V! 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(21) -D. 4b T�¢y� 200 ,m 0 mo 4o WITHOUT WRITTEN PFERMSSION( _---- Feet .5 REAL PROPERTY TAX SERVICE A( PROPERTY INFORMATION Existing use of property:single family dwelling Intended use of property:single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes&No IF YES,PROVIDE A COPY. Iffil Check Box After Reading: The o--Jaw r ctwmm4p prsfmio!b ra,ya w for ai do mW nd., wgwh1 w Ror- M cbspm IN dtba Tarn Code.Ap*Lt MM IS f!lMaY MADE fo dw&Adit nip I -fardw bmumm of a aaadft Pwn*pw gt tog*kdkft Iona mdlmmmal*@Td dsmr:wtr,sutrdkC=ft NmYorkandodwappf *Lw&OrdbwauorRapdatlom.farummwaucdmsfbuna m sd/tdan,,shwatbm or for maaaf or damrffon a hwatr dearbaL nw appEeaat - to arnpfr arnb sa appiabb br^ordrrnes,ba0dit cads, treuin coda ad rapfa m aad to aftk amiorlad bupomm en p m oom and a br/drdd far rrteaasry bnpeetisre f ds Qatmaerer made benm an pwddmbte n a Clem A a,bftmmnw pmum to Somm 2WAS ofda Now rat State Pod taw. Application Submitted By(print nanne):Steven Affelt ®Authorized Agent Downer Signature of Applicant: Steve Affelt Date: 04/04/24 STATE OF NEW YORK) SS: COUNTY OF--" n' ) Steven Affelt being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe agent/design professional (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and Is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth In the application file therewith. Sworn before me this � I d yof ``'Notary Public .:,r•;r.";iLFLLA Sian Oi iNFSf�'i PROPERTY OWNER AUTHORIZATIONV'io14` r.. �} r 7 (Where the applicant Is not the owner) Ir I, Carla Sciara residing at 14 Roosevelt St. East Marion, NY do hereby authorize Steven Affelt to apply on my behal a�Tof 5vn �IdBufldIng Department for approval as described herein. Owner's Signature We Carla Sclara Print Owner's Name 2 r tH:. - . . .. ;w . ESIDE�+ICE S _ TEVE AFFEL T ARCHITECT 70 4ST -n-. ".r - � _ l t u _., A LT.E RATi O N = Po BOX 7b2 ONE _FAMiLY RESID:ENC:E . : AD_DITION AND _ 536333 y . . �.x 3-0053 _u _ _ , } . � r ,.:: :, ..: EAT RIVER,NEW YORK 11739 1525.0LD O RCHARD_ RD. EAST.:MARION NY 11939 I. CONSULTANT: _ \_ \ BUILDING PLANNNG-DESIGN CRITERIA(TABLE 301.2.11 MIN.UNIFORMLY DIST.LIVE LOADS SCOPE OF WORK. �\ �\ � 1NF1nA0 6RLUA StDH LOAD: 30 FSF EO�.EIALCABE 60 FLOOR SAD LOAD, - ID P5F DECKS 40 PROP05ED ADDITION TO EXISTING 1-5rORY SIN61-E FAMILY DWELLING.13)BEDROOMS a(2)BATKROO 5.PROPOSED SCREEN ROOM N5W SANITARY SYSTEM.NEW ` Z ` FIRSTSECO FLOOR FLO UVE LOAD, '40 LIVE LOAD, 30 P5F PASSEe6H2 VBOCIE GARAGE 50 ROOF OVER PORCH PROPOSED 6ARA6 NOW AND OUTDOOR$HONER FILED SEPARATELY ROOF DEAD LOAD: 10 P5F ATTIL5 Ydng1T STORAGE t0 �.1 FA- T�SN%4LOAD: RATTICS OOMOTNIRIN"E 40 ZONING ANALYSIS /1 1 p BASIL N1D SPEED, 130 InN �UMW ROOMS 30 b HID EXPOs.�cA7EffGRr: B SrA1Rs 40 Li168 CiY7lA SGARA __ - %�1DE516NANUTESORrr SEVERE! 6LARDRAIL MO HANDRAIL AL'f b/HOiCl6K Ea OID OfL7Y11�RO EAST M1fdL'K Nf IFs7 FROST LINE DEPM: 3'-0' u I t>aV c rrsvv OF v-T� MOCK/LO I 15401"" &ARA6E 4'-e 1/2' KITCHEN 3a TEaeTE AREA, MODERATE To 1PAVr AU zaaw D51N6L zmR4O DELAY AREA SLIGHT TO MODERATE RAPrss W SLOPE 6REATER THAN M/12 NTH LABO kdN5CE SHE TEIPErnnRE �nREo N�rr.Flag PArerl Rc HMO Rr�L OF SiOr�s 2 PRcPtr�wsr�etr FLOOR WIZARD, NOT IN FLIXA ZONE ROCR"a 1 PLASTOW CEILIIL55 L1i60 AIR FREEZINS INDEX, W ALL OME R 57WT 1 L240 QASFa TYPE V N ARM� T�' 54 EM,WALLS W PLASTER OR STUCCO tV36O 0.:aFANII RBLBIM4 R� H- FEMA FLOOR ZONE, WA EXi.MAILS,MINA LOADS W/SCUTTLE FN SHE5 L240 Lpr Tym lNTOROR wr KEY PLAN FM.I'LNJ-%MIA LOADS W FLEXIBLE FBBSIE5 LA20 > h IOfAREh l2DLOX BMO'ID�D 50 FT7 J Z N �, I- ROOF FRAIfG(TARE 3261 HAI1 RRAr✓' yEsaw" RPlil �SS7eHD fRVJ® 4 'k Q — J -s4 LL fSOIBRED SPAN-I5'-0' �j� BEAN'RCfEf15 �. TH;MT FACTOR-1 LLTEER-DOI,G-FIR N FER4nEV N�C0049 OE FAMLYDNE LH5 ORE FAILYL111aM ONE FAMILY ABLll9 1'B o y ♦ N O Q WIND FACTOR-Ohl MAX HALL 186Nr-6'-0' z p LY - I - •.s •fc _ I p 51LFED Ra2v AD.ESTr>err-I tlsE 2x4 STUD r,w'OLD•_ EorAr+gA �DAb Igae�FFT n�a strT OA aw�El DaSTMD NaK,aitY 0 LINEER--SAM 200 RR5ilb'OL. LorrpNll ITOMd �MO'OD ,1075Tld NOIK.QPLY o zE �•-0• Q NN7 LOAD SPAN-12o X hT X I=�1: UN11MINUM SNOW LOAD SPAN-120 X I__OK SHEAR HALL MN PANEL THILKIEsS=7/1b'MIN. MAX�6 ROM AREA `'L OF�ArD M 5L}T E'T!L 472 7q 60�--7Z��!IV ` 15T 8 2ND STORY ADDITION SHEAR MALL5 AS F8R WH E14.42 /' — -- RD6E 3FAMS-TAB E 32T HH1L ALLC3l Lor rOyarA6TE a7s ro5aer2D}2a15rtT1 taw 5�7 M532 T in r/° was�cI W / '__ _—'__ _ \ Pmel ihktrlvr VlTAW RESIM011915 AB F 3I11 •8OF OONTMON NAILS IN EACH RAFTER.DIST TO TOP RFfltOD fRONr YND SO'4 NON: 4-0'}3T41' DQ57�N7NCQRY RN IN Fr QVINNE211112M "- -- ._..._ -._ . FMOM SIDE YAW MW-W l5y'JI'70GIL _ aw �616 �PX157M9 Noliz IRY r ` J r CN Nb Ed CF—dqos N711s 0 OF IN EACH MS26W RM YAW 000—W 'JOtd jT-0' D76M41pKAPLY ,�u ____.__—___—_.__-__--- 4'Per, 7— 6 rrw END OF I VWX 20 GA STRAP=3 rB6NT fSCii�ll5 I d at � -__ W 6mle EMZ— Rd:e 4 14 ONSRRrOla�.-IULp22m WALL XAAUOMVXEM6NT& O W 'Jf'.2-W 57UM mm 241-W,251tlP3i � o Z0DATE ISSUED FOR EW V O - Lu LBLIi9 FRNN4-TA9P 3JD NW 4,360 CBS' SEISMIC 2,400 CBS' 02 OI/IB/24 REVI$®AS PER COM¢ Hr b'-4 12' ALL CAI,C,GI67NUTILM mw 9UI'm MNM PM PLA1E 5 TO WrVRM TA 7)E 2=RBUBMAL C=e OF Rim ALL CEG=FELlNNWIL.AND N R axRED SPAN-IT-2'umm- PL,90M MW 15 TO COlPLY ItNI THE XW RLSGBONL CME OF RM ALL POW 15 W CQF{ TO TIE 2020 EL'GG OF IRM 03 03/Ob/24 REVISED AS PER COMMENTS CqG FIR•1 PORCH 4 ADDITION5 GARAGE USE 2XIO 0 IVOL.—OK Oi4E!R 9WL NVIFYTW TOM CIF 5WRCiD AT LBW 241CIIa BIr NO FUZE yWW 4D NAR5 DOOR TO TIE START OF C016TRIOTUN PLOT PLAN SCALE: 1 '=20'-0" DRAWING INDEX Ld W-01 -2d2 116'OL.lZfiil�SPAN- 1Y4 p'D.HD. DRAWING TITLE Hr1AL ETHNICS FAMUTME \ FLOOR T-OoLw nu 9�T.FLIOND AD R5610RWHOWS DL 0lA7m O \ TARE 3J4-MIL PANEL.TRIO NE55=7A6' \ MIN. a-MOO SUM&NM AID CODE C4PL1NIE M 060M O \ C 8.002W SLOE td AND 57RK.RRAL STANDARDS O 5o O 1• u AND SHEAR 9INW-7vf15 AS PER HFCH 31J 6-CGDDO iJ Wi6NO DtTA15 �� O RLEL EN OO W RE5C4ELJC BfEt4Y CLUEANV.YSS OI47424 O 45 NORTH LANE- \\ IWO.r OF BD COMMON NAILS IN EACH ED _ R.BL1C HATER a STRAP=b EFO=W AIR SEALM DYTALS O(0 r24 O ON-SIRE S�TIL �P �\� ARgITEGMAL - srsEM STORM DRAINAGE DATA A400W (dLARRQWN.ANO0401111511= FILM 04D424 O BUILDING PLAN REVIEW NOTE: \ ttEw IX•✓E7.LIN6,PORCH a NEw PAVED SURFACES A�OICO FRST FLCM 103WN.AV MEN C NSTIU.10N RAN 04OW4 O ��(`�(�lp- SITE PLAN NOTES: A40200 SECQD RL'=W4 LQ67NK.7KN PLAN OWV14 O 15W OLD ORCRARO [♦1CD- v �. 125 NOR711 LAIS- DE5CRIPTION SO FT 2'RAIN U NO SI,RFACE HATERS OR HEILANDS LOCATED NTHIN A4D%DO NEW f�F CQETRA:71 M PLAN �24 0 - RD_FUBLIL WATER I s MAIL HATER. a 3 33 NEW PORCH 144 32 cF 300'OF LOT A-2DD�D FR�9P L>�OWA7M 04D424 0 1 ON SITE SEPTIC t ? sr. ON-SITE SEPTIC DWELLItYS 1,715 284 SYSTEM OO SYSTEM GARAGE 360 '0 2 ALL LOTS OWNED BY OTTERS HIM 150'OF LOT A-=OO PRWORP PHILLM'.�."AID MTA IS O40vN O _ Ap'O �O CONNECT TO RELIC WATER _ N43CGW FV"TIQ 1AVR0LFLET/V5 0406W O C ,t_ �'�']\ TOTAL 2,269 SOFT 376 OF(2802 6AU FEW �7�x RNE p1D{I�{ 0 _ 121 f�gTrf r ` J )65-0 OPTIONAL %4'O' SBLF(3.6346Au LOCATION MAP SCALE: 1 '=500'-0" 16 3. J 04e ;f - r - W retr F. 1f •, ..1-a,w -�Y _ x,,, r 1 r/,rj` r� 13) b'-O'O x 4'-O'DEEP i .c°. STORw•1ATERROOM f� I MAs ER T --- a„�,r;. ��,• d h 7RrvEtL�L @9n 4 O >. O ON-517ESEPTIC IK. IK, K' ,+ O SYSTEM I I Ees;�.taTLcnS, y ii r /Jr%: U e'-O'm X b'-O'DEEP 50% -'/ u ® `\aR EX15TMG WATER LINE K - PRO.EOi NArE: EXPANSION TAW: y ` =N -'< rl LAUNDRY ROOM ADDITION 2ND FLOOR I n ,_ R„a , � '�' _% %„'✓�—J t/ � 1525 OLD ORCHARD RD IDISE CLEAN LUT 70 UA OWNS PFJM Ry 1� !O e /4 f 24L0 PIPE PITLfED ATL UV/FT r FROM YARD ROOF //jJf / r_/ •Y. J. 27'-4:t N 4, �L 6_ I r l/ .r�, r , ADDITION 750 6A1 B1J1 CLEAN Y DATE ARD 'fit y SW ERR FFI ED I R KIT N - -F• 6 ..., j -r�/ 1 /4 5 2 q SEPARATELY K_�J IS / �,,3 li 1/ STREET ADVRE55: 1525 OLD ORLHARO Rv O \' /m b'-5' 0 yy'� �� em >d q pl v 1( _ `• �S>< /`"y /ter✓" rJ%i ° r i i roMN: EASTMAvav DISTRIBUTION BOX iN,MIN y a Q \�, D!W n S/ Y / I/A OWTS TO LEALNIN6 POOL O O �'T / / } Z STATE: tBiN TORK Y (� 4'0 APPROVED CLA5524W I $ r a Jvi / )l'/ r f P057 p LODE. IOLV-C31.00-15.O10-003./000 Y7 I an „o' 15T FLOOR .- ter.M:_ J L b Y' a` PIPE PITCHED AT VB7F7 n� b / f SITE NR2ER: I Mlr TEST BORE 5'—I0. cp , e'` • • �' `° TITLE PAGE, N 50 SYLVAN OR rl r z rr ` 2 DWG INDEX & SITE -PUBLIC WATER /�Pf� / / 1670 OLD ORLHAIRD a 4? S 58 0" )♦ 115.95� a oN-SITE , RD-FOLIC WATER SEPT C SYSTEM - a = PLAN ON SEPTIC x / 5 SYSTEM 1655 OLD ORCHARD E%IsnN6 cE55PDOL ro BE I R_N IDR dS -FVBLIL HATER ALARM PANEL.-0—IN FIOVSIN'G 3) i / r ! / "// ,Y. , 3 gR Aq e ON-SITE SEPTIC REMOVED y, 4 I s / J ,I ED O FRO.FLT DATER:202n/lom 5Y57 AND"0 AIR LINE TO LENT TANK /" '�' � ✓N' » p\ ,ERA B.,�, /A TANK KGT BE IN VIEW PF CONTROL WASHER '1 , / 5� �yF INN DRAM B DATE: IVIO� L PANEL AT VENT. SEE INSOETALLAnON CELLAR 4 • y�I r! a q a s /--�I R Co t rl / r is / S / S CNECrEv,ORAWNG,NM6?ER: c5 3'lPNK VENT SEE DETAIL 3/L-IO2. J ♦" , MAINTAIN MIN I'-0'FROM PROP LINE SANITARY RISER /r, AND 3'-0'MIN FROM ANY DOOR OR 2 _ /�y, / /l /Y/ J ) *<• T-001.00 WINDOW SCALE = N.T.S. +�..:s,s.i:,...�.�;.✓_,.Lr�m .�.�..._��....✓.. -±!•./a!•J<,...�.._:�-i✓.-..,/.: 9/, 0376'11` O� FOF N£N'Il- PAGE: I OF 12 r NAIUN9 AND STRe�s rPUR A n v 12UA� ,���ALL W,�CONSTRICTION TYPICAL STEV E AF F E LT B=l FA5TENIN6 REG014NENDATION5 FOR SIDE-LOADW, TABLE 3.1 uur nas VwFrat F,re4wnr t w7HIN5 ALL 5TRAFflN6 TO BE W4W 6AU6E STD OR 5IWSOW STIW7WAL RIDGE USE SIMPSON LSSWIO MULTIPLE-PIECE MM-eER5 &UVALENT-0516(COILeJ STRAP)ALL COIL 5TRAIFIN6 TO �ar WILMN&BLEI-e S - .DF LOFf40N NAILS . �X ' N)�.TAUT ARCHITECT NAVE A MINI M OF 12'BLi1FRINS ON MALL STUDS,(ALL NOTE FOR CATHEDRAL CBLIW AT SLOPTW ROOF PRAMNS ' STRAPPINS SHALT.Ff INSTALLED AS,PER MANF.SPECSJ RAFf66 OR RAFTER TO HEADER CONNECTION r- -- '•• 8' PROVIDE SMPSO7 LSW26 5LOPEABIF HAFGHL ' � '�' ALL STRAPPNG TO!£�16'OL.ALL CONNECTOR!,M I � H aL. xTA, era RAFTfft TO 70P HATE-TOE NAILED SFE iM1E 3.4. SEE TABLE 3.4a 'PHZ RAFTt32 0WIACT W PIT WOO SHALL BE FINISHED xV 2MW POST IN ADDITION TO sTRAWW•RISE ra' HOT-DIP 6ALVA1NZED OR STARUESS STEFi. Q6.J75T TO TOP PLATE-TOE NAILED `�TABLE 3.4n SEE TABLE 3.4a PER JOIST PHONE:(631)553-b333 BEAM SELECTION./STD.NM1N0 AS NOIm M NOTES 7kB AT HA1F'NHt TO TOP PLATE TO 57ID fQfFL7IGW CL6..Y)IST TO PARALLEL RAFTER-FACE NAILED SEE TABLE 3.9a 5ff TABLE 3.4a EALFI LAP PO BOX 762 5PP50NT lOA s.snn 1.TOP AND BOTTOM ROILS 9aW BE 2 FROM Ep6f5 2 BOLT H7LE5 ARE 70 BE THE SA E DIAFETER AS 7NE BOLT AND SHOULD, LOLAT®2' LI.6.JOIST LAPS OVER PARTITION-FACE NAILED SEE TABU:3.Sc 50 TABLE 3.9a EACH LAP GREAT RIVER,NEW YORK II739 TOM�.L ALL CLIPS t STRAP`CAN BE MpMf® 7HWESS OF TIE MEBBZ U5E HAJH25 @DER LEAD AID NTT.OF THE PEMEM EVERT BOLT MIST EXTEND IIRLUEfI TFE Rd.L PRESCRIPTIVE STRAPPING-I-V4H 20 6A 6ALV.TO FROM EHEt ALL EXTERIOR OR ALL M713RIOR, 3.STAGGER FXAI ROM OF FASTEES 8l'D'. COLLAR TIE TO RAFTER-FACE NAILED `�TABLE 3b SEE TABLE 36 PER TIE NAILED AS PER TABLE LAB t 36A IRID�6W BUT NOTA COFBINATION OF BOTH. (AS PER TABU:3.413) 4.FOR A TNREE4iECE 143 ,nE SPEGFIID NALLINS IS FROM FALH SDE BLLGKMS 70 RAFTER-TOE NAILED 2�3d 2-IGi FXJi END 5. RIM BOARD TO RAFTER-END NAILED 2-16d 3-16d EACH END CONSULTANT: ALL H AN)FACRIREO PFF-POW'ED 6ALV.CONECTOS TO BE NAILED IN STRICT ACCORDANCE WTH MANIFACTLIREIRS rerwA 6 V NAILM6 CONNECTIONS MAY BELq,9L®FOR b'OL.OR TRIPLED FOR 4'O.C. HALL FRM91Y> 96TALLATION F7F611IRBIENT5 t INSTRUCTIONS Ms" RA NALL 5PACINS' TOP PLATE TO TOP RATE-FACE NAIL® 2-im PER FOOT Ar rnrf 7D FLLiD'v A5613•Br 70 5n�[_.=�TICM STD NAILIIIS FOR TOP LOADED MATIPLEPIEGEAN TOP PLATES AT IMEtSELnONS-FACE NAILED 4-I6d 5-I6d ,Y11M5-EACH SIDE 7.2 ROB W 16d LOMO/NAILS 12'OL FOR DEPR6 I2'OR LBS ^ (OILY APPIJOAEE FOR THo-STORY'CONFIOWAnN0 S mwm b.3 ROF6 OF 16d CGMYIN NAILS 112.OLJ FOR DEP IS OF W,16-t IB'. 57LD TO STIR-FACE NALLED 2-16d 2-I6d 24'OL. /\ FOR STRAP- (4)O D W"I ON NAILS AT HEADER TO NEADER-FACE NAILED 16d Ind Ib'OL.ALCN6 EDGE EACH 1 D LOFMDN NABS FOR OF STRAP S nr as A H N ID TOP PL OR BOTTOM PL TO S7W-END NAILED SEETABLE 35a SEE TABLE 35a- PER Sw FOR ALTERNATE E J STRAP COF1661RATION- EACH STRAP(7W STRAP'TOTAL) 'era.`-ar cw BOTTOM PL TO FLOOR.YJI51;BAD JOIST OR BlA".ICS U9-FACE NA7 2-1 2 PER FQDf FOR 2ND FLOOR SLEATINS TO OVERLAP FIRST t .s.cue aAre - FLOOR FRAMN6 ADDITIONS- (4)B D COFTD WAS NS AT ,.rewure'sLEssN caws c oD .csnn JOIST TO SILL,TOP PL OR 61RDH2-TOE NAILED 4-Bd 4-I0d PER JOIST AT c11 TD OlQ ASSEM Y TO SILL PLATE COINImISMON °� r ERNS06 70 JOSi-TOE NAILED 2-8O 2-Igd FACN END FOR STRAP- SECOND R DON t 57LOS BY MIN.12- H.OLKM TO J015T-TOE NAILED 2-W 2-I0N EACH END EACH END OF STRAP WAP STRIFPM6I NVER SILL RATE , Bi.00K1N6 TO SILL OR TOP PLATE-TOE NAB.® 3-I6d 4-16tl EACH BLOCK AT 5'p TO nm aff&n YTO aa,Ia arc QQNNB TCR ,w vaAs` LW68Z STRIP TO BEAM-FACE NAILED 3-16d 4-I6d EACH JOIST (SLAB ON 6RADE MD/OR 6ARA6E KA LL APPLILATIOW ------ ®o xwz ® e ® ® ®e® e `____ • ® ® ® m e ® a e JOIST ON L�TO BEAM-TOE NAILED 3-bd 3JLN PER JOIST FOR STRAP- (4)b D COFf47N MALLS AT r ® ® BAND JOIST TO JOIST-END NAILED 3-16d 4-16d PER J06T KEY PLAN EACH E P OF STRAP WRAP c1a m L NAWN6 RELNRE9H5 ARE BASED ON 5NEA7NIN5 NAILED 6'OL.AT THE PAlEL EDGE IF PULL SNG NDER SILL PLATE k E1ND JOIST TO SILL OR TOP PLATE-TOE NAIIJD 2-I 346d PER FOOT TRAPP v '$FEA7NM6 B NAIL®3'OL.AT TIE PANEL 815E 70 OBTAIN H16H6R SHEM CAPACITIES NAUJN6 ROOF S{EATHW 6 'Fcpr 1 STRAPPING RT5211RE Ei15 FOR STR.GTLRAL METER,SHILL BE DOISLED,OR ALTERNATE CONNECTORS,r AS PRESCRIPTIVE STRAPPING-I-V4a p 6A 6ALV TO BE NAILED A6 PER TAME EN u rare SHEAR RATE,SHALL BE LErM TO MAINTAIN LOAD PANT M,57IW70 PANELS bd IM `BEE TABLE 3JO 2 suoAry+e w 2._W HALL SHEATHMB IS CO7NNKU OVER CONNECTED W43ERS,THE TABLI.AMP M EE R OF 3 • 3.4E t 3bA 1 ALL MuiFALTU✓ED RTEfora®6ALV.CONNECTORS TO BE NrVI.ED IN STRICT NAILS WALL BE PEd9TTED TO BE REXICED To HM HAIL PER FOOT OA60NAL BOARD 6NEATHINS 2y ❑ ' N ALL IIANANLE LIRE HANIFA RM90 6 LV CO NECT RS TO 94L t IN ST T 3. CORR051ON REWANT II GAUGE ROOFINS NALLS AND IS 6AIGE STAPLE ARE PERMITTED,AECK _1.6 OR IxD 2,8d 2-ION PER SUPPORT i IBC FOR ADTMIONAL MffA EBBS IYD OR KOER 3,bd 3JOd PER 9iPPORT S • NOTE FOR ROOF SHEATNN6 A7 6ABIE AND RAKE OYWWG,PROVIDE NNLRLS[+4'OL. i [BUNG SHFA11HIN6 0 Ale 77O ccol,S P¢5 • AAR Msb rF, 6YPrJM HALLSOMW 5d COOLERS Sol COOI.HS T FDSE/10'FIELD x awm AxrD -HALL SHEATHMS MOD SiRIWEIRAL PANELSBd ION SEE TABLE BY �L>�a111�®Aa aE.E Auwa sL.LL Care¢wm psrAum p a mExwwDa rnanE,rwromnaorrvAAuwroArs�w,i,Mwranvoca M,cacuaM wrmn ,.ra�wu. SiFUGTURAL FBEEOARD PANELS - • �. .` " FtG II 6A 6ALV RLb NAIL 3'ELYSE/b'FED as a.ccwmarzMxrlrAn nut orucE seax Awor.ocA Z592' 116A 6ALV ROOFING NAIL - 3'LDSE/6'FE.D wac.wu raDmr®M xcuawn s ssie+slws.wro+me oxe we u rv�'n.m a _ 61,Pfi1M HALLBOARD Sd COOLERS 5d COOLERS r EDGE/IO'RED M tKxroMc rv¢ wwnrua s ovw�oc rrE s�rae�i a rnv ,m ro rasmu sumx HARDBOARD BO bd SEE TABLE 3.11 NO,DATE DESCRIPTION REV EH myLaNA>1�sLU AwaaswLrE earwsmpraPnuAmn larwrma PARTICLEBOARD PANGS Ed Ed SEE KANLP 02 011012 REVISED PER C01MEN75 ¢m,u oP rivxs®iaAre stews wrww Ma,easrevmwnacM�vna _ Off' -EDWWS THINS 03 Ob/OB/24 REVI5ED AS PER cO1PEM5 vrn nwlrlauL siearPMwaias.InsDoa arse+rs ubeasAos en sn Lb OR Lrb 2-bd 2-Ctl PER SLPPOR7 axw.aawlcvvLVArnaowxusroaeAmrs.w wesa�w maurcwrz.rn ortee�ema Mn±ffTr®rMAD1YA¢ln83.ASOF IxD OR IWBR 3.Bd 5 PER 5IPRORi sgl,LL.ss amwcel.+�rna su..srR.E we raAa.srart uee LLva R_n/.F 9-1Fa7HINh A1.D WAIT 9-IEATHIN6 ATTA'J11,�T DIAC�RRALAS w�am®*w cewer uea rsree,xwvwerlu starer eacw Mr�se�s � I ceD. FLOOR SiEATINNb a1",eS Rae W,leen,la ee N'l lts lnol,O) we.ra¢mAxoM amaAwx.asEna�roausrwsm w,rmlD oowmuLTARE STINLnAtAL PANES - - - rEvmEsaws.a•areccwlrsr®wsrl,w.v»eimrM 1 cvn FD tl■tNJf AUACF I!D VENT PIFIE rbn�'wew�•w,ra.Acmwre.0¢P MDMq AIAwDawsrasD.,¢w wr. I.ORL'E6 Ed Nod b'E06E/12'F93D r.m.0 wrecKa,M.s¢mczaosn.a Au Lmcaae om nAcrrcam raYE Inns ,.�. Ram GREATER THAN I' ION i6d b'EP61!/6'F®.D � DIAEONAL BOARD SFEATINN6 0® A,a Rsaanm roa DArreer a Ix6�LTB 2-bd 240d PER 54FPORf cseewr®aruamrre•bx srnwsrann - _ UOOR HIDER 3,8d� 31Ctl PER SI.FFORT _ are,�mmnaM�arreAuwa�e,mix w�irt ® ,- - A D.ireer SECT 1 RNI,PEA*OF E6FE96 - ��vweDwb n�osraras swyuo�,wr��rax � ,. ro ff ox Aawaressw,xmAL wrEa srsre.w.wc_____-_ ® . weslwre D..rw o�ASA.reuTw mavase umr,Aamwwrmaw,.waAcuAmA.x L ,uIwA¢s suu se RmzTnoxArrFnsrcMsaeurirn raae cra wn nsava aP,M, RRanr.m Pacw•x..re rasa. m wp xcrnmal SylOpHxwmcn¢MExr, rrvtwraa�R.vE.n.uomaMr� .wrwsr®zrsAee av swastss.wss.asm. - BUILDING PLAN.REVIEW NOTE: w�Ap Ir�rx�axMrL,�i,w�DAL a�����'�•`°pra�n,AmKM,��e . xwmAp.s AD1•Cart ro Aweiir•LL xxK AT.YE6 xTIE'L wW r.?fft�,M all Nm M wrmenvS x wRemxl IVJD DANK clam-11OW -_ _ ___ lW,nxA1.4 SNNL�r9airr®roreal9mFl®Dtw IB6.RTir.rM Np 2 MVl6AvaarrE MLDLSiAelO'b FA,WdSiAmaa tB6� 1@'N1d®O.FR MtsE4i 13A�. 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GN002.00 nIMIZE zrnSE raonof Aro KrML LEAD oR LEAD rnAreD rnPFER PM raERVG zas Ara mrrar oP 9A, 0 p 0 A veer euovAe vent Au sFAns canrwcv r SaeEREo.rRONoe Fce N,rFxwrenF mwN caw:cnaz F NE`r'�•' PAGE: 3 OF 12 STEVE AFFELT INTERMEDIATE BEARING ALLOWABLE HOLES-TJI®Joists ARCHITECT nodr • Load stock vzhemvolt-)bore NO LOAD BEARING WALLABOVE (nvrsr —ell below) WrD ni1(rnrrs regwN ban r%•wwea.e For imor,mtian on Wu. uuhsd.083W abdmVpmasr Load from about Hwang vj fe,1. Bbc�� ,-F�,w;,�»�,A — PHONE:(63U 553-6333 pmyj 762 2.4mi:vm- bj - ms 181 O BOX sy,wfh bbds � w� y mQPGREAT RIVER,NEW YORK 11739 BI BIW ( i, '"' LONJILTAM. Web siif/rnw sgwhblurb 0 TJI•_1.0 muird each sick Minimum DistancefmmInaldeFareofArySupportWNearestEdgeofHole.BIW and B2WA3 to Use 2x4"lood sq-shblachs gib, o+w++ar +wu mmezvuwe ire un AI Nennaw T3:'mm/mum Joist B2 82W 83 A3W O be,,.i,y plate bdawram abmero w beadnp of ands beadng as ends bar ROUND HOLE SIZE SQUARE OR RECTANGULAR MOLES 6'-0•Ivgrh of TJI• Noll Tnrs Join rim Attach p and bottom m to 4'-0rl ih of RrtinfmvAvnt bond rob�lmlarg with joist top and bottom hlmT rhra h2a�w-dbackv aM nK /{\V/ W.bniffwff Joist na.i cpubolem fimgv wirhone 8d(2X) 3 U'C tv m-Imun hale}or Y.•rriedweumnt 8•dimmrvmadeum bak for and/illy bock Use 8'dameter muimmn hole for I.dec' sdadule ommm i ar each[vmr TIP jrist,ab arth 2 rows 10d re4mrcdto[h IIYe'-2D'joisis:b'dimmiv an-)reside ar E2, IP/a'-16'joisK 6'dam.v 4'-0'Iaglh with 9Y[' 11r-16'joitti 6'dimmiv Attach^ado ntro (3•)co nreiU°r 6' dde.El far W icisbwfar bath sida.E3 i T jai nvu" 9w jai into and bvttam} .,WN Pond Bbcki far 9%$'j.nz ar fur and lli TJI• m tw .smlm is topBd Iw•3[s N betwm oxh ) --ordv,dinched,use DbduN p ci leis than 12• Vockirg petals Im thml lr bE."pmvls Tess Mmi I2• (2�e ro join.Neil to tap pimewirn D� 16d(3)i•)Ilmis with bg.Do bar eel flvges. 1.4 Da bat-f eo cs. brg.Da bat Od fbws_ mil m each banter rmmn mmvtimu equiwlwr to 3)j'Tzr Is.,. Anmh rcinforcmranr ro Attach TJI joist R'I.Vthof Y.' dv msrhrAz•Y fimge widrhi jcn top and bott v mto joist xmpartmunrm �ory on - 1 �h Bd(2jf') ;' �nwith� IDd(Y) a •B• ids.V. Trla Joistrun Bcevon- .B.b- both sidv.E6 b.hsidv.EB w.. •, r1 r1 r r+,rs,r Pr , bvmd[lours or.whre n,M.rd:g oncmr.,dimhrl Use II Wood k ' r i . bath ialrs,nogg.miN •,,# 2raws rh s%4 and 11,{I N backer `may apb ecsf dO ' . harizoiid s✓'•" to-id sph,tiig. 7. evil%'TJI•jdns. '5'-i ma 5•ma"n0ae e� �v a %•woes mo wtmm:mnn.oo Nor ml=-om.v.a ' KEY RAN El E1W Ez E3 E4 O Eb O EB O eemvaA~ nme.a a.wmm weNmm"nr.manm.weun. Nol fw use wfM.Y/a'TJM1 lolsf Rarrpe wlMbs smummv�Usm mxmm,WVMflee.edlmm�a rw�wtnrvMr. v.+c:u+mamem.m"ma+.wm+ue:m+:oldemera• '/'O mrw imn wet w••m.a..ea..Iyn ae.rlaww.r. WEB STIFFENER ATTACHMENT n amm .y y� Flle,bl.d:Nallwith tm g„c ALLOWABLE HOLES-Beams and Headers 3 10a 3 bax milt,dinehed E%TERIOR DECK ATTACHMENT )minimvn ee.of xabgnw.(".:•..nl ` Oy . N Uttrml6d(3)r')I-rals Strcrunl extvbr Adh.ai ..00r Opncn Nl: .� z�•nlanmwn Y,ey,n aYC 1, fmm m,h,;&with 36{' shmihiig edhasiva to s/l TJP Joist b(Md Lth a bk w, Web niHmvs:eP^rtd ranbrlwN erd blocks inttdled of Three Bd")boo mils, Q _ Tmjmnflmg[viMhs. IIrcIvA Kape o ' if Sidra of hargrr do not Flush Ime 2•minimum yslmn w Use fifhmmib with TIP Bad,Yvck:lWall 5canv3p s� btefdh support t bur rce Madmm Ye' locmiom using (ihrt 16d tiV()baa miN. 9� f TJP drr joitt dePNa grmry than rignr io ropfWge Jet" ad(2N'1 3)4'rlP Jaisr flongewlarns) %am: .ew seN... %sw� 9 is eP 16'. (tight to bottom flage °•vrl'-3 paedn�. a Uf'= memr,m.mn.N+ f with face mwmt heart 2•mmimmn boa mils. Webim wevrh side A.- view hegvs).Attach with Flmhbg pprion u2. u Sv dzrs Wow. ROUND HOLE LMART - rmfOd(37baxf L kuraBW. ra„aanlrimaa.•n:wwer. �•- rap/bge cTurhed ohm pmsiYe Treated 2x_ )S Jmn' n cmriam bang Tight fit Mw IIE ' ledge Yc'9b.1,v two 2NS'scros pv jai. n s1S' Il :moe eeammr.rr•w. a Fax mmmt bb[k mg bah rionbwn g3: e:-mu .w>mmsfmme bomd d��rn �9v igle ry�1 Tn•j d,s oeeaa aftna amc. c _Nartg--a mustbeeABvwabbbadis3251bs(A5D)ad515 PoI IfnefNeabncmp m)nimum wf60Y.o/joist deptlr Ibs tISD]prr%)'diamety lag bah optlons shown macs be Inshllwl NO.GATE IDE5rmpvLw OI 12/0423 1155GED FOR RENEW BEAM and COLUMN DETAILS Or 0I11624 REVISED AS FIER LOK-EWM BEARING FOR DOOR BEAM TO BEAY 03 OS/VD124 REVISED AS PER LOWENT5 BEARING AT WALL OR WINDOW HEADER CONNECTION WARN I N dI p°`6'9°O1I HANGER BACKER BLOCK SIZES Tars Joist rim bond Shrp per[ode if rap Typical SWR= System O 'mw"•mm.' �e _ Jalah arse n9lodod- dla,erallg m bckirg/v l.wl Pl.e is mi rmtoec. .rmn�v ,-u:asW.....,'iwianrm'..ievmn s •w�"e.-e supp.m ore header wewltrT.:mN•..n.. r ' Pee waormGl sm+.a-53o Pu¢a_nr�nLlmpml D NOr wo e NOT—building vwlkonjok*buM mofMalsnorsoY DOUBLE TJIn JOIST FILLER SIZES braced. WARNING NOTES: /o`- Lack of ,ratio dudn uN in sedous acrid-es.Undo M if -,mmvm: ��vi Re• e•feU pmpar 9 9cenatmrn'an ran rat Tap flange smaj•.e rsrmn ,-ra vmzso�mn z,�Ra en srNms normal romflulnsgM,rcncwo,guloeiines art.-mod,ec.denb Nl be scolded baker Fv[e mwad O P rn`iw•-,N w,a>wlmn a_-%-wwwNfx•..N•9m1 ,.I„wr anebf.q.n•^avmamvm.d ma Pwwrsnpnvmemrmss hwgr Oxwm ravpm tsar.••.s.vn`Rr ban lwvml 1[..rswnew.:m.vuan(enun.gt.malmewrman:mmpm weomm maw ewwl.cemm.n O �� O O Wm.Yrfwem SeeomAl Tnd taint MTfPmm-afaya Lt2•%'e�wuq M-am bm.:l 1 Samrywwbnmwlm.••nlmm m:wA.me haul ane.vrmvemue ma Tdwtwc for frmnirg corvrzton m Pws rw z+,z M•,:..mrvnl avv+aw5 mme.ow.er:meeamoa im Poo.w..muna ma v:mo�vme.m,m. BEARLNGAT BEARWG AT fs S c....wotlY..n mm�•+wwmmnvrwcdemm:ewmw CONCRETE WALL COLUMN CONNECTION OF MULTIPLE 0 „ BUILDINC PLAN REVIEW NOTE: PIECES OF TOP-LOADED BEAMS irweowd S rA•Paemp+mmwmn v:wyn.mme wuwm dKuvawe mpmarl u Vwfy Panllmsr P5Lm OL-WlAhpieees: O wid,aam nevaw Tmbc,StrecP I%c Minimum./2 rr.a 12d(3Ya•)is of 12'1 1 sl 16 1Bp{/,pgT� eoporih eeleam mw b •Mim }3 rows 12d(3]i-)is 012-a.e for VJ booing length 14'oM deep.bw,u N Sv mrrtnt •Nailyd canacfiors addYaml row of / Tres 7vi. raU,rhmmil size pmliv tbanspvilied O D litwlure obwe(mindmm�0.128'x 1:) 3%•Wolin Places: •Mi*-of 2 mws J6'bolts ar F Use Bt or B2 at L4 mreef woadhem—t O 24•a.c.nmJ9•+'nA O O arts Intermediate bearings nb.with ronmero w sN+a With load bearing wail Addrif-81,01i gorbeltlngmarbe 1mmabove - 0 rpuimd wfN side-Iwdodmu/tlple member J.aw, nw,o ab iawm^av 's TW,'.trA��� „%-.,.,,a•.,r.nam beams.RoM,ro avwnspmeucs fit.alum. Ts dL••.d,,:pm NS-.,,%-•,a'ww ' .p�UP ELEVATED BEAN ON COWYN BABE COWNATED T� IT cOLUM CAP neon sr� /hdNi / o � Lodger Attachment PRO-ELTRAPE: O P, 1525 OLD ORCHARD RD w�6� a.Neaw.ABNaBf �aem w ADDITION FASTENING OF SHEATHING a•.ea.d INSTALpI nPS OI� �j �• fmn.im ware �.uoa STREET ADDRESS: 1525 OLD ORCHARD RD pi- awes:,.,vmaar,arts.m.s �' 4•Vu1�1/ <g+u sunsfo swu��°ae au»de�..fn xae Sint no z- , ry,. laL US'm ^rr _ a rwe uww -0wa rAv sore evmw TOWN EAST MARION wmnlwN.vemueenam.wea•m.v..rem A Wejxrhaeuur Business aIa%T•aw:.v s%' r- nnur.lmmwwab aaswt-our rmmw•LarzAn STATE: FEW YORK •duv.+v mAG This sheet is intended as a supplement to the Trus Joist Framer's Mbi � ty� w rp zool POSTAI-LOGE` II939 .seNavr pk,mmrvmgamruwway Pocket Guide,which should be referenced for additional infem,atlon. ,mp%-smvewe Na'e'run r r rm ru )�wzY,svnx-e a•u zu w.a-w+ua.o .. 51TENR 1000-031.00-15.00-003.000 a,K•w.e.ne.mf•' WM DOARD IN5TALLATION SITE WI'IDER+ a�>wemes:�x.r.�•„�b a,K•w i+.•m•me• .sr � I A LOINBIT,OIIaL �m�ru--=-.Tar mww.Itm�xfsw- �am.m, m,xw.rw.-•-•w•. put.pn IN+EOIFIOAnae CO TWIGTLCN COCE NiNRabl e.mm�m w.g rm:�m.w r.a.m r oK.mr.wv '�i rn er ra ford.-aoa wo.N c auam 'mca Nmaa mwmmmmmma.aw:m am..N.Nmmam RM gaA®RaragESg ,•DR,_,••- PIAIE MALL_ del 1°'°.Gf TJI NOTES •NY.q ten mmmmbnnmau%'nm weePwra iLIIWPAME NAIL-ad(2-1/27 CWYON e'QG wu m-mwrmuNvwa--.n nt rxsa-oa• w.�nmw m,mmom bmtallT vh e..wunomenim m,• -�esmued noemewvmr aneuom.emv� w IoeWeB,wmt vnu:gmvl wedeTA+ I�NAL-IM aT--. e'0.0 rro pvgrwaayearoesx- •,.+m "i.mvmnooamaaa.md �s("e'; snp1•^'m0°^0 mrswnn 91L PIATE ANdw B0. 1lYw Oc'O.C -,_e�1p1eMrnw AND DETAILS ILL FOR"NDMa w BA C ww sPe®AT OR Arwe { ma .a'-`r. wvyd:a awn Ib IN,AB ILL NOT 50 APPL.1 VaTHOVT COFPAR150N TO THE PD PABM THE N0H6a•OF NAILD KLL APPLY. EO PROFLT f1A1BER:2023-0053 .rpn.mn,K-mme,rm.Q+m 0. .swbw.lwam+wvm:,%'zrm.olr AWITONALLY,ALL RAILS NIF✓EM NOT"liOYf/0N '� C ttE PD FA5B y y INITIATED DATE: 11110123A p\ yEµ B.,gam /�. CRAkN HECKED: SBA -4 LfELKFD By, LS ORAWINS NIt-®ER: ' 7s1� G-003.00 03 � per/ F OPNS."' POSE: 4 OF 12 FULL DEPTH INSULATION PROVIDE RI BID ST E V E A F F E LT OVER LIGHT FIXTURE IG RATED AIR-TIGHT LIGHT INSULATION EQUIV TO CURB AROUND AIRTIGHT WIRE CONNECTION FIXTURE CAN(A5TM E-283 FULL DEPTH ADJACENT OPENIN5 TO FROM JUNCTION BOX TESTED) INSULATION ARCHITECT BRACE FULL TAPE ALL DRYWALL IN5ULATED D SEAMS CEILING/ATTIC — - SUfA ION PHONE:(631)553-6333 SEAL GYP BD i0 TOP \ O PO BOX 162 YORK 11739 PLATE W CAULK,TYP GREAT RIVER,NEW SEAL PENETRATIONS THROUGH TOP PLATE W AIR TIC FOAM SEAL 6AP BETWEEN CAULK TRIM TO �'` T^^Y' DRYWALL AND CAN WITH A DRYWALL SEAL DRYWALL GASKET IF REQUIRED BY 6ASKE7/VEATHER57RIPPIN6 70 FRAMING MANE FOR RATING BETWEEN HATCH AND STOP AROUND OPENING nv SWITCHES ON INTERIOR /^`AIR CEILING AT RECESSED LIGHTS 5 AIR CEILING AT ATTIC ACCESS WALLS DO NOT RCKZRRE w' _ F SEALING SCALE = 1-T/2"=1'-D" SCALE = 1-1/2=1 -0 OUTLETS ON INTERIOR FLASHING,CAULKED TOM O : WALL5 DO NOT REQUIRE CHIMNEY W HIGH NON--COMCOM BUSTIBLE RIGID OR SEMI-FLEXIBLE SEALING TEMPERATURE CAULK MATERIAL,CAULKED TO CHIMNEY AND FRAMING KEY PLAN BOTTOM PLATES ON INTERIOR WALL5 DO NOT REQUIRE 5EALIN6 INTERIOR RECESSED SEAL W 2'AIR INTERIOR WALL LI5HT5 DD NOT RELtARE PLYWOOD SPACE SEALING WITHIN CHASE ,a TYP INTERIOR WALL SEALING w� SCALE n AIR SEALING AT CHIMNEY CHASE NO.DATE lVaCRIPTION . Of 12104123 1155LEP FOR REVIEW V SCALE = 1-L/2"=1'-D" Oz om6/24 I RF/15m A5 PER Car.uEWrs 03 08/08/24 REVISED AS PER COMMENTS AIR CONDITIONER SCHE0.lE CEMENT BOARD MANFACTURER I MODEL I BTU I SEER COIL LFM W Tr AHRI wNreER TABLE 402.4.1.1 AIR BARRIER AND INSULATION IN57ALLA710N GDODMAN 65XLI160361C 36,100 n CAF3636BbID 1750 I 2O753T721 LOPffbAENr AIR BARRIER CRITERIA INSAA.ANON INSTALLATION CRITERIA FURNACE SCHEDULE 6B✓ffiA L RECURE471T5 A LOMIW6 AIR BARRIER$HALL� AIR-PERMEABLE INSULATION SHALL NOT BE USED A5 A SEALING MANUFACTURERMODEL BTU FLFL TYFE RECOVERY g1ANHtt AHRI INSTALLED IN THE BUILMN&ENVELOPE. MATERIAL EFFICIENCY NIMBER EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINXX5 AIR NAVIAEN NFBnS 161,000 NAT 5A5 6A5 FIRED.SFi, 1511 I 10579RT7 BARRIER' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. MAX 510E WALL VENTED LELIIK/ATTIC l)ff AIR BARRIER IN ANY DROPPED THE IN5ILATION IN ANY DROPPED CEILIN6/5OFFIi SHALL BE ALIGNED CEILIN5r-OFFIT SHALL BE ALI6NEO MTN THE INSULATION AND WRH THE AIR BARRIER SEAL GYP BD TO TOP PLATE SEAL PENETRATIONS THRO"TOP ANY 6AP51N THE AIR BARRIER SEALED. BUILDING PLAN REVIEW NOTE: W CAUIJC,TYP PLANE W AIR n6Hf FOAM ACCESS OF4U DOWN STAR DROP D STAIR OR KNEE WALL DOORS TO LPCOADITIONED ATTIC SPACES SHALL BE SEAL® WALLS THE JA'CTION OF THE F01NDATILN AID SILL PLATE SHALL BE CAVITIES WITHIN CORDS AND IEADER5 OF FRAME WALLS SHALL BE SEALED. INSULATED BY COMPLETELY FILLING THE CAVITY HIM A MATERIAL TIE JNGTICN OF THE TOP RATE ATO TOP OF EXTERIOR WALLS HAVN5 A THER IAL RESISTANCE OF R3 PER INCH MINM.M.EXTERIOR ' d E SHALL BE SEALED.KNEE WALLS SHALL BE SEALED TIERWV_ENVELOPE INSUATiON FOR FRAMED WALLS SHALL BE I INSTALLED IN SUBSTANTIAL CONTACT AND CONBRXX6 ALI6M.ENT WITH THE AIR BARRIER. W NL S SKYL16HTS AND THE SPACE BETWEEN WINDCWDOOR JA S5 AND FRAMING AND ---------- DOORS SKYL16HT5 AND FRAMING SHALL BE SEALED. ROD AIR BARRIER CON51571N6 OF R1610 INSULATION WITHIN BOX PLYWOOD,GYP BD l JOISTS RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSLLATED. FLOORS 0NCLIAIN6 THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EPEE FLOOR FRAMN5 CAVITY INYLATION SHAD.BE INSTALLED TO ABOVE OF INSULATION MAIIIIAIN PERMANENT CONTACT WITH 110 R51DE OF 5UBfLOOR GARAGE AND DTLKIN6 OR FLOOR FRAMING CAVITY INSULATION SHALL BE FLOOR AIR SEALING AT TUB HL SHOWER TRAP CANTILEVERED PER M1rTEVTO�NATION IN Pam STALLED NNE BOTTOM SIDE NC OF PANTILE OR ITTEDKM E IN O71LN INSTAIJID ON THE E OF 5I SIDE OF FLOOR FRAMNG AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS L SCALE CRAWi.SPACE YI.AU.S EXPOSED EARTH IN AS6 I VA OR RE SPACES SHALL BE W1F.RE oA INSULATION TI LIEU AL FLOOR COVERED WITH A CLA55 I VAPOR RETARDER WITH CRAkL ION E POLLS. TON SMALL PERMANENTLY ATTACHED TO 7Iff OVERLAoPING JOINTS TAPED. ORAWLSPACE YUV.LS. 9 SHAFTS,PENETRATIONS DUCT 5HAFT5.UTILITY PEETRATION5 AND FIRE PLACE CHASES I L AND FLUE 5HAFT5 OPENING 70 EXTERIOR OR UYAIDITIOIFD I ° SPACE SHALL BE SEALED. PRO,ECT NAME: I NARROW CAVME5 CBA IN AVITIES SNARL NARROWWECA I IE gy VITIES SHALL BE CUT TO FIT,OR NARROW 2 INSULATION THAT ON INSTALLATION READILY 1525 OLD ORCHARD RD CEMENT BOARD I N SEAL GYP BD TO END CONFORMS TO THE AVAILABLE CAVITY SPACE. VAPOR RETARDER I STUDS W CAULK'TYP GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETMFEI THE GARAGE AID I CONDITIONED 5PALE5. ADDITION I VAPOR RETARDER REQUIRED ° SEAL PENETRATIONS RECESSED LI6HTIN6 RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECESSED L16HT FIXTURES INSTALLED IN TIE B/ILDIIIS THERMAL STREET ADDRESS: ISOS OLD ORCHARD RD I i THROIISH END STIR)W ENVELOPE SHALL BE SEALED TO TIE FIMSNED 511RFALE ENVELOPE SMALL 8E AIR TI6Hf AND IL RATED/ TT-A] EAST MINRION OR AIR T16HT FOAM IN EXTERIOR WALLS BAIT INSIAATION SHALL BE CUT NEATLY TO FIT R.UMBIN$AND WRLN6 ARCXD IORIPO POLLS. PLTT I NSI, T I IN SHALL B CUT NE INSTALLATION P05TA YljcDq ORK I ANDPOSTAL LODE. 000 • AIR BARRIER FJ(TF.NDS FROM { SEAL GYP BD TO - READIILT�CLTFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND SITE NA�ER:'TMSO IQOO{HI.�-NS�-0D3QO0 FLOOR TO 2'ABOVE TUB BOTTOM PLATE W EXTEM Ri1P POLL THE AIR BARRIER INSTALLED AT EXTEZIOR WALLS ADJACENT EXTERIOR POLLS ADJACENT 70 SHOMERS AID TIES SMALL BE ° FLANGE OR SNLNER CAULK,TYP EXTERIOR WALL 5H SHOWERS AND T05 SHALL SEPERArE THE WALL FROM TIE INSULATED. EHX:L05AZE.INSTALL RESCHECK AND ® INSULATION AND AR BARRIER SHOWER OR TL9 BEFORE SETTING TUB FLECTRILAL/IWW-BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELELTRILAL . MANUAL J 0 ON EXTERIOR WALLS BOXES AND COMMNIOATION BOXES.AL TERNATIVELY AIR BOXES BE U ' SEAL AIR BARRIER i0 /MAC RESISTER BOOTS �SCPPLY D RELTL,RN RE 5TEER BOOTS THAT PEJETRATE BOTTOM PLATE AND FLOOR CALCULATIONS THE BVLDINS THERMAL ENVELOPE 9W1 BESUB SEALED TO TiE I _ SEAL SHEATHING TO TOP TIE BOOT, WALL OR LOVERIN3 OR LEILIIS PENETRATED 8Y SEAL GYP BD TO TOP PLATE I PLATE W EXTERIOR CAULK, THE BWT- TyED PROJECT AMBER 3073-0053 W CAULK.TYP I TYp INITIATED DATE: 11/10/73 EXTERIOR WALL CONCEALED SPRINKLERS slew L Omy BE SEALED N A EMAN ERR THAT CONCEALED RECOWME�D �y�� �Si I BY THE MARFALTLRER.CAULKING OR OTHER ADHESIVE �D u B DRAWN BY, SBA I SEALANTS SHALL NOT BE U582 TO FILL VOIDS BETtfEN FIRE 0A F�4 CHECKED BY: L5 SPRINKLER COVER PLATES AND WALLS OR LEILUY5. i DRAWING NUMBER, WALL B &SHOWER AIR SEALING AT TU TYP END WALL SEALING A EN-001.00 � SCALE = 3/4"=1'-D'• 9p 037611� phi' 3 SCALE = T"=T'-D" FOF NEIw' FACE, 5OF 12 3'-11 3/B' 2g'-II" 3-11 3/B ST E V E A F F E LT 3 SYMBOL LEGEND CONSTRUCTION NOTES 5'-11312" q'-01/4' q'-01/4' S'-113/B' NEYi PARTITON 1 r'- _-------- --------- 1 ARCHITECT cs NOTE TAG C2 GENERAL-BATHROOM$ARE TO RECEIVE CERAMIC FLOOR TILE t I ' (FULL HEIGHT) CEMENT BOARD BASE.COLOR ANID TYPE TO BE SELECTED BY ®®® I e CONT.((J- -e-—�ONf.r21 �'•. MEH RATED PARTITION ROOM oWEER. 2XI0' 2XIo' Ran TAG I I IB•m 3'00 P5 PaRED PHONE:(631)553-6333 EXISTING PARTITION TO © L3 GENERAL-PROVIDE CEMENT BALKING BOARD IN ALL 540WER5 COW-RE PORCH P05T PO BOX 7b2 RECEIVE NEW 6YP BOARD .P._ PARTITION TYPE TAG BATHROOMS ARE To RECEIVE M015TURE RESISTANT GYP BD IN ALL I LINE OF PORCH ABOVE �o FOOTING. 3'-0'DEEP, EXISTING PARTITION i0 OTHER AREAS.PROVIDE TILE UP 4'-0'ON ALL OTHER WALLS I ®'ice' I REFER T 644-101 GREAT RIVER,NEW YORK 11739 REMAIN R RELOCATED WITHIN BATER20OMS W/BASE TILE AID D LAP TILE. I x LL I EXISTING DOOR r0 L4 NFYi PORTIONS OF KITCHEN CABINETRY ANEI7 LCUNTER ARE 70 BE CEILING HEIGHT SELECTED BY OYd,ER PLUMBER IS TO MAKE FINAL CONNECTIONS REMAIN DATUM PROVIDE ALL FAUCETS.SINrKS,510YER TRIM ETC.ALL TO BE SELECTED q I CONSULTANT: EXISTING DOORAIALL TO ® BY H ROOM I CRAWL SPACE DOOR TA6 LS hELH ROOM IS TO BE IfA2 FIRE RATED CEILING AND WALLS.DOORS ARE I BE REMOVED TO BE 45MIN RATED. I I VENT INSECT NEW DOOR $� SMOKE DETECTOR Cb NEW HOOD FLOORS WIN j'05B PLY00 YiD SU6FLOOR THROUGHOUT FIRST I NS4 2XS LE06ER-- (SEE SLUffDIA.E) AND SECOND FLOOR UON. --- --- - ------_-- - C7 PROVIDE DUST PROTECTION FOR ALL EXISTING ROOMS r0 REMAIN. - - ® •PPLY 4 3�2 INDICATOR Z RETURN i I I SPACE W/INSECTS I K I V\ A-T MARKER SCREENSECO _g g NEW F CONCRETE B'TH CONCRETEOND KALL wo4VE ARSa I L II C •�!�u vAr•F • ®O p HORIZONTAL BARS®Ib'O.G.ANC I _ b ANCHORR BOLTS OLTS AT 32'O.G. I Z O BARRIER MILS OLYETHYLENE APOR S =LL 18 NEW 4.000 PSI 24'XB'OONGRETE 1 I 3 wz 0 FOOTING W/2'X4•KEY ANED 04 I I KEY PLAN BARS 0 B'OL. I i I - a - •.� 1 L-- l___ -- h � .ab III', DRILL 04 IIAR5012' CRAWL SPACE L-__ 2' OL.Ai EXISTING BEAM POCKET --- VENT Yi/INSECT 1 .E, Y I • '�e�fq. WALL SCREEN i II S I I i El ` ---_--_ ------------------------ L-------------- ------------------ -- -- — rI -------- — ————————— r IIi ___ ____--________ _ PARrAiLYREMDSF LcN POAVA'ION WALL IN AREA UNDERPINNED POD 36'X36'INSULA_TE D C_R A-WL 0'Xi!.ACCESS PANEL IL SCALE ACCESS DOOR DETA m< oo ft ! I I aa:_<. c I I I r�-1 I I ,:s,Tr a_ I I a u I 13 I • __AREA TO3EXLAVA TED yR_„AND FOOD15"v RE = — III II IIII - I m4^ IIIIII IIIII rR-Ar sLae OVER CIS IiRSPACE 24X74•X12• I PL. POLYETHYLENE VAPOR­5 AZA--_\`` .II'IBARRIER 10 Mils I 1FoonNG.TYP OF(2) IIIII IIII T IL---------------------- IL NO.DATE DESCRIPTION ION __________________ _______ __ J— O.G. J5 01 12/04/23 I55ED FOR EH W 020 REVISD PER L O M•EN75-------- — --�— I I I I b l I I I--- ry I I FOOTIEXISTING PC. i I WO 3400 PSI POURED I —LNG:KN_:iv A::TO BE I I FOOTING AND RE:�OVL'J AND ZM0�7 OI FOUNDATION CONCRETE Po31- RCH"I 6iALL Qi I 'FOOTING,TYP 3'-0'DEEP, REPLACED M.TM L A::Y I I I I I REFER TO 6/A-101 coLD xS ON EX15T:N5 I I FQDi:N'S5 LINE OF PORCH ABOVE I I i I I I ry I I I I I I I I I I I I BEAMPOLKEr i BUILDING PLAN REVIEW NOTE: I I I -----Elo— ------ IuI --- --- -- --L _ _ Iz•oL.AT EXISTING wLt• rrn - = - f,_---- NEW 3,000 PSI CONCRETE B'TH LtffYCAVAIFD V;p CONCRETE FOUNDATION WALL W/e4 I '•` I ; VERTICAL BARS 031'OL.t W I :. I ; HORIZONTAL BARS 016'O.L. I L------- ------- I ANCHOR BOLTS AT 32'O.L. ' Iq'-7• NEW 4,000 P51 24'XB'CONCRETE FOOTIM6W/2'X4'KEY ANO I14 LINE OF PORCH ABOVE BARS 0 WO.. I - I NEW 2XB LELGER I 2XIO BEAn�-�:Il OX-CT BEAM POCKET IB'm 3'coo P51 POURED 1521 52 O: 5 OLD ORCHARD RD CONCRETE PORCH POST FOOTINIS,il'P 3'-0'DEEP. REFER TO6IA4001 ADDITION 11 , _ STREET ADDRESS: 1525 OLD ORCHARD RD TOM. EAST MARION STATE: NEW YORK POSTAL CODE: IIgN 51TM a. I"_031.00-15.OG-0c5'oo0 SITE WNIBER: - CELLAR REMOVAL AND EW LL =__ _�� CONS RUCTION PLAN 2 PROJECT ND18ER:2023-0053EeARC'`i INITIATED DATE: 11/10/23 DRAKN BY: SBA CHECKED BY: CS 0' 2' 4 8' * \ • * ITN'`NUNBER: EXISTING CELLAR AND FOUNDATION PLAN PROPOSED CELLAR AND FOUNDATION PLAN 1 1 i 1/6' = i-O" � � 037655.. Q" A- 1 00.00 orNEN PAGE: 6OF12 SCALE = 1/4"=1'-0" SCALE = 1 4=1'-0" T� y0. 41'-3 12' 3B'-312• 3'-0• STEVE AFFECT IR'-4 12' -4'-5 I2 3 CONT.(2)2X5' SYMBOL LEGEND CONSTRUCTION NOTES - --- - -- --- --- -- ARCHITECT NEW PARTITION CS lm NOTE TA6 C2 GENERAL-KITCHEN AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR PHONE:(63U 553-6333 I ---' --'_-_' 01.HEI"HT1 TILE I CEMENT BOARD BASE.COLOR A TYPE TO BE SELECTED BY j _ -- - --—- _ --- ._ NEW RATED PARTITION ROOM OWNER. PO BOX 762 EXISTING PARTITION TO ® ROOM TAG -------- ---- RECEIVE NEW GYP BOARD c3 BATHROOMS -PROVIDE RECENT BACKING BOARD IN ALL P 5117 IN 1 -_--__ -- r - - GREAT RIVER,NEW YORK 11739 PARTITION TTPE TA6 BATHROOMS ARE TO RECEIVE MOISTURE RESISTANT GYP IN ALL p II'-0•x 2O'-0' - EXISTING PARTITION TO OTHER AREAS.PROVIDE TILE IF 4'-0'ON ALL OTHER WALLS V I. _—-___- 20 SOFT REMAIN R RELOCATED HTHIN BATHROOMS W BA5E TILE AND LAP TILE. r--- --------_ _ ---- ----' - L4 KITCHEN CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER HOLD DOWJ -"-"_-'"--' _- - I CONSULTANT: _ EXISTING DOOR TO X,_X• LEILIN61EI6TR PLV MR 15 TO MAKE FINAL CON ELTION5 AND PROVIDE ALL FAUCETS, ANCHOR TYP I _ _--- _-- ^ SCREENED-M C REMAIN Y DATUM SINKS,54OHER TRIM ET(.ALL TO BE SELECTED BY OkoER.KITCHEN 15 TO FOR SYMEOL I - ---- ------------ PORCH ROOM EXISTING DOGRA-IALL r0 ® DOOR TA6 RECEIVE BACKSPLASH TILE,SELECTED BY OYP Y IER AND INSTALLED B BE REMOVED CONTRACTOR I e I L5 NECH ROOM IS TO BE IHR FIRE RATED CEILMS Alm WALLS.DOORS ARE NEW DOOR O SMOKE DETECTOR TO BE 45MN RATED. 2%IZ .• •. ~�_._- _—_—_ _— —_M0 I I F"• FLITCH PLATE BEAM 0 4 0(SEE SLIEDULE) Lb !✓ice WOOD FLOORS WITH;•OSB R17170T7'JIBFLOOR Tt9�0.5lgli FIRST = v_ ry w H)}'TH STL RATE ELEVATION AND SECOND FLUOR VON. \ ® SUPPLY A-1 INDICATORzz z 1 ry i v �° ryw 'I 3 rva RETURN I SECTION 'r,-.• I4'-O''XX I14'-6V A-� MARKER + 203 SOFT ((/�I}B'X la'fi' I w n ' tin v 1 4 lb 161T AMIE- LOCATED UNDER ° FLRGH PLATE BEAM f3)TES I HALLS EXTERIOR m I tr'- EXY WALL .p�° w(2)3/B'1H 5R PLATES w ,1 'WA1-LS KEY PLAN I c - ABOVE BITCH PLATE BEAM(3)ZE5 • � ® "7p W(2)3/e'TH STL PLATES •YR r Ire '.I ryg - EX:STING nvk7^vW5 ARE 10 ABOVE I—_—_ -T RISERS Ali 3 = • `�'~`�'�: TYP - I 0 o r-13A6'a N TREADS '� xQ •�` ad - RE-U5ED FRONT 4 E%:5::AS n1A00,6 AR-_-iG I ~ FLITCH PLATE BEAM(3)2%12' IF •-- - ODOR C a` I 4 BE REMOVED.TTp o u5 w(2)1•IN 5TL PLATES ry - EX:5`.ALLA1V FA'JER FO - I I G UO FOI'� ry m C m BE RE:OVEO - ° o ;o g a 6•-0•X 9'-7' / 5&SOFT _ �M syXg," - O\ Q� n� n-3 xa-e• n a xg - P 3'x 9'e' ❑ Its I 11 _ n w 10R 5(iFT n� . /\ I N O 10R SOFT REMGvr AND SA_VAG! ZMOY A•V$ALVA3; OS w E%;STING DOOR EX15i v.ALL A40-EAGER TO y I F BE R:OVEJ NO.DATE DESCRIPTION F+Sj Ex157 BEAM _- o 01 1210423 155UEP FOR REVIEW 02 CIA624 I REVISED AS PER COMMENTS A6 nNPoY6 ARE"O ® �'Fyt - - ---'EU 2XI2•- _- -- - - - _ -- i <a EE R=:.OVFD.WA::IS"O I MN a l L T REMAIN.?A"CE G?E.NMG AN7 FRAMED PORCH C,q AD-ACENi SR=ACE5 +� y ON ryLL w� No Q+ O X nisi_-�I p 0fn [�$ -O _r. I C I0'-O'X 9 p '-2' I < IC'-O%4•-2' W 92 SOFT I w a2 SOFT < _'-oG^• ==pRO,.,. FLITCH PLATE BEAM f312X12' n•=3•x 9•-b• n T - x x° u'-07 X59''b' w r21}'TH STL RATES 107 SOFT 3 y. I - _ I ° .R_=MLY.-Alai SALVACr_'- _ eX15-1NGDCD �LocnEDumER BUILDING PLAN REVIEW NOTE: EXi WALL I ABOVE I EXIST LEADER `.':•,1� I c m I I-- — ---Bucc DOOR ro R"E:AN I 1 L------------------------ I -----�I 11422B'[�X6.Y •II I w I 21.6 EzIoR a r I I m < I I WALLS m (2)zxB• I I --- -----------------1------- --- �n ' DOOR N7 HOLD DOYN r--------- DOOR ANCHOR TYP "_�_ °:.•�f FOR SYMBOL I I Ib'-4• I °A 12' I I - PORCH UNDER I r PRO-FCT NAME: 1525 OLD ORCHARD RD I I ADDITION I I I 57FEET ADDRESS: 1525 OLD ORCHARD RD I I TOWN: EAST MARION STATE: NEW YORK i I I P05TAL CODE: II93R I I %TM k 1000-03LCO-15.00-003,000 j.. I SITE NUMBER: - I FIRST FLOOR REMOVAL AND NEW CONSTRUCTION PLAN I I iED Aj? PRO.FGT MR-OER:2023-0053 N B ply, INITIATED DATE: IIA023 T� DRAWN BY: SBA L----------------------------------------- 4 oif r+..a�.q CIECKED BY: 65 • .; # DRAMN4S RR-16ER: PROPOSED FIRST FLOOR NEW CONSTRUCTION PLAN ,�4•._ mm D,76M1�.. A-101.00 n EXSITING FIRST FLOOR REMOVAL PLAN ( SCALE = 1/a"=1'-0" 0 2 a B ^ar FNE`N yp PAGE, 7oF 12 <'"p STEVE AFFELT SYMBOL LEGEND CONSTRUCTION NOTES mo 3 NEW PARTITION G5 NOTE TA5 C2 GENERA._KITC,EN AID BATMZOOH5 ARE TO RECEIVE CERAMIC FLOOR _ - - ARCHITECT (FILL W16HT) TILE T CEMENT BOARD BASE COLOR AND TYPE TO BE SELECTED BY - _ _ I PROVIDE 36' ICE AND NEW RATED PARTITION ROOM DwNER }+_ _ .F KAAATHERAM 0 VALLEYS. EXISTIN6 PARTITION 7O ® ROOM iA6 C3 GENERAL-PROVIDE CEMENT BALKING BOARD IN ALL 5-lOhER$ I , ,Z-_- _ N o RAKES.a ROOF EDE.ES A5 PHONE:(762 553-6333 RECEIVE NE11 GYP BOARD BATHROOMS ARE TO RECEIVE MOISTLRE RE515TANT GYP BD IN ALL �_ "� PER cace PO BOX 762 d- PARTITION TYPE TAG ? 3 = 2 -�� 6REA7 RIVER NEW YORK)1739 Ex STING PARTITION r0 OTNER AREAS.PROVIDE TILE UP 4'-0 OH ALL OTHER wALLs REMAIN R RELOCATED W TNIN BATHROOMS W/BASE TILE AND LAP TILE. a C4 KIrC189J CABINETRY AND COUNTER ARE TO BE SELECTED BY OWNER. -- EXISUN5 DOOR r0 P✓Fl•I 2XH RR5®� rF'--__ ° -11� �+ C CEILING NE16Hi PLUFB9t IS TO MAKE FINAL CONNECTIONS AND PROVIDE ALL FALI:ETS, i� p -... , REMAIN DATLm SINK5,SPICHERR TRIM ETC.All TO BE SELECTED BY OWNER KITCHEN 15 TO16 OL.INC.[OR _- - LONSN.7AM: E%ISnN6 DOORhJ/+LL TO ® RECEIVE BACKSPLASH TILE.SELECTED BY OYGER AND INSTALLED BY - - BETTER) _ - BE REMOVED DOOR TA6 CONTRACTOR. p ..T �'1io 3'-9 I/4 - _ 31 5 3/4-. ._.,. � - _ C3 MECH ROOM IS TO BE IHR FIRE RATED CEILINS AND WALL5.DOORS ARE - - _ -- ---- _ NEW DOOR O$ SMOKE DETECTOR r0 BE 45MN RATED. (SEE 5LHEDUL Cb NEN WOOD FLOORS WITH''OSB PLYWCIOD SUEFLOOR THROWHOU7 FIRST �� S fi 3/4' 7-3 (SEE AND SECOND FLOOR UO.N. ® SPPAY Z ELEVATION _ INDICATOR q---. - K _ RETURN MARKER _ r _-_ O� _- __ - •+ _ - zxlo FASTENERS SEw,nr-LaxnreldY BEAD _ ! IP FASTBfRS nAAPIM e•DDl mm1 D.L.Ern LBISTN3lP rD D• 'FOR SYHEOL �. _ - r 2X6 EXTBLO - DOS mml ANJ 4'/b0 mm10L.FOR{ENSn6 ABOVE 10'005 mN fJ.SFD6063 OX p_�_ - WALL$ O KEY PLAN ENERGr6DARD cANr STRIP-SET w Blru-e+ = a - m 10'-0• a 6 mN wDE uw-APPRaX 30•ne2 nn,T OZ. _ - - �„ `•-"- '~ u ..-} }rt `° RIIBEROID/6AF6LA5 B0.5E FLASHING L - - '1- W Y: �� NEW 2'Xbe O X N m • `.i�� wIBEROID/GAFGLAS HEHiaRAlE - _ 1 V- - 5 i - 3 �'•� N Ib'10'X 17'-0' 76 SOFT C •� I 2q: .NEWT%10 RRSo „ r - TSASFiPLr SHEETS 5 1 I!? m ib'O.L.(IvOI Nw r o Ero=RSrGUMD RDDF INsuAnDNEJrTER) _ d, / / C C ..•/' / / �` �3�"13/4._ 2XB J5 0 t• �, /- x„� - v 1: I < ,3 • r i' fop( 93 SOFT LWBT PARAPET NALL EY!ffiX3H•@b mml wlrr+rt. - - v �/�• I v REF3t TOOETM 169R b,rneH PAF/4ET HA11' - __ \ } I m Of DATE DESCRIPTION Of 13/04/D ISSUED F02 REVIEW Z rvSDRY HALLS r0 bE Fr4�FxuaR TD RAB1015. _ �+ " - m i NET:2°%v I Y oz 01116124 REvlsm A5 PER corulEHT5 Imv wuis sn<Re BAD sesT xnam ro Hau a• _r_- ^- 1- _ - fene„u oc.Alexs rDP,vo ws,voe•fwS�u Dc. __ ___ _ _ ,.- _...._-.. '_�-,. ,.. ". _..:_ ,�_,.•-. 2YZ CJ5®lb* 3.BASE FtAS'm+s aT Au 6,]sYFAR GMRAATEE _ - _ _ 'L - II D.C. SYSr "NAVE A BASE B.Y.I—TO FIA5NRY _ - F - rEIBR/,iB AFA.ILATION A10 FtAYNG WLIFNATRN _ -_ , -2Xb EXTERIOR--._ - WALLS A Y.AfAM Ar TOP rF SurFKE-rfaAim _ - - { II qH 57I R G� r Tnwm�rsAw,wrBewE RB+Na MGr I>E _ _ L _ II 10'-0'x10'-2' MAwuRm TNxasRDrt,re urE aF rIe RcnF rD Bra _- -- --_- - - --ti= Y II 102 SOFT o ,:.:,1 sffr rerAL Gw:vLi sra _ _1r' -NEW 2XI0 RR5 B NEW LAP SIVIN&OVER W/AIR - - I MOI OR BARRIER ovaz EX15r L - s EATHI 6 ON wAL1 s LDs J i 2x6 ExTEwoR W/RI91ra<uAnoN - R _ r_WALI.s _ SOFFIT BRACINO 016•oC. BUILDING PLAN REVIEW NOTE: T3-41/4 -`II il/2 Ib-7 VENTED VINYL SOFF7 HEADER AS AZEK TFHM 2/ BUTYL hEATHER PROOFING WRAPPED AROUIm WINDOW � -'- ��_..�..__.____.--�_____._..--�__'7•_-�._ ._ _ ._4s0_- LEAD FL 4BN5 SET w »s eee+r '-,----- •' mrtstHAws ALUM DRIP EWE ANDERSEN WIImOW PLY SHEETS - cerM •�"" _ _--- 2 WINDOW HEAD DETAIL QAA Lwx rD uuw — SCALE = 3"=T'-0" AfIDERSEN WIl1lAOW 1.rvueurN+tmt'AM2 mN SmuE 2-IO-La TrRu�FiwvsE w zeoe.•r w enF re eav rA PRO.ErT NAME: re.rx Ti.R SEr FRrt�rK.vGEw�Ar-zcFTBfD - Lr t� 1525 OLD ORCHARD RD CONTINx7U5 EXPANDIN6 INSUL ^- FOAM ARaulro wlNDow - - ' - - - -;4--0• - 3. --_ ADDITION oF .RGrA SRPPKB�RGrAUADN�LM i _ AZEK SraOL a SIEtT DR eaAeEL = AFRON TRIM OR --- STREET ADDRESS: ' Isn OLD ORCHARD RD -1' NEW 2XI0 RRS®- - - HEW 2X10 RR5® ri Ib'O L.(N71 OR - - - _-Ib'OG.R/p,l OR _ _ TOWN: EAST MARION PROVIDE LONT.BEAD `{ BEITBZf BETTER) } _ STATE: NEH YORK OF SEALANT AT - - _ - _- POSTAL CODE: 11939 BLOCK' Alm GYP 5CTM.: I00003l.00-Is o0-003.000 BvttL WEATHER BOARD AGAINST SILL : . - I L �`� _--m _ _ CI - - SITE WiBER: - PROOFIN6 PLATE ,. WRAPPED AR0M - WINDOW _—_ a_.__ _og� y �_ = SECOND FLOOR R161D BOARD N E W WSULATIOH MN R-3 I L sir LEAK TDon.T a 7-vV FgToS rse _ -- SD1A�Fwrn]]KePERSOWRMirEN CONSTRUCTION PLAN NEW LAP 51DIN5 IN/ 2-6 • AIR BARRIER OVER I C_ PREFERRED]-PLY ALTETMATE Am ORBS _ _ -._ _ _ _ ;•OSB SIEATHIN6 •�ERE AgC �ATEP DATE; ON WALL SnAS W/ I I- FB,roach Tre ATIEA aF ReERDIn le Dvs+IwcH - — -"� ___ p 4¢N qr• T IMTIATED DATE: II/10l13 DRAM BY. SBA SPRAY FOAM INSIA. I'^ - _.. _..._._ - - A, F C, PaE53 TIE icvED FL.`KE wro THE MTDIfiIfl _ -___ _-__ _ _ _ - _ _ _ ___ __ _ � q a -{ CIIELKED BY: CS tI_ &n1BT rxltfn55TLL MJLTER _. .... -._ ._ _._.-. _ .- DRAWING UMBER: 0 2 4 WINDOW SILL DETAIL FLAT ROOF DETAILS PROPOSED SECOND FLOOR NEW CONSTRUCTION PLAN /,. '9I� `qr -76% Off; A-102.00 1 SCALE = 3"=1'-0" SCALE = 1/4"=l'-O" FOFNE�y' PAGE, bOF 12 GSSYMBOL LEGEND CONSTRUCTION NOTES 3 STEVE AFFELT NEW PARTITION NOTE TAB C2 GENERAL-KITCHEN AND BATHROOMS ARE TO RECEIVE CERAMIC FLOOR ------ ---- --------------- ARCHITECT (PULL HEIGHT) FEE TILE i CEMENT BOARD BASE COLOR AND TYPE TO BE SELECTED BY NEW RATED PARTITION ROOM OWNER 5 EXI5TUL PARTITION TO Lt7 ROOM TA6 C3 6EMERAL-PROVIDE CEMENT BACKING BOARD IN ALL SHOWERS PHONE:(631)553-6333 RECEIVE NEW GYP BOARD O.-- PARTITION TYPE TP6 BATHROOMS ARE TO RECEIVE MOISiI.RE RESISTANT GYP BD IN ALL PO BOX 762 EXSTIN5 PARTITION TO OTHER AREAS.PROVIDE TILE TIP 4'-0'ON ALL OTHER WALLS GREAT RIVER,NEW YORK 11739 REMAIN R RELOCATED WITHIN BATHROOMS W/BASE TILE AND LAP TILE. C4 KITCHEN CABINETRY AMID COUNTER ARE TO BE SELECTED BY OWNER. EXISTING DOOR TO CEILING 10619 PLUMBER 15 TO MAKE FINAL CONNECTIONS AND PROVIDE ALL FAIKETS, C REMAIN DATUi SINKS,SHOWER TRIM ETC.ALL TO BE 5ELE6TED BY OWNER.KITCHEN 15 r0 COMLAILTANT: EXI5TIN6 DOORMALL TO ® RECEIVE BALKSPLASH TILE,SELECTED BY OWNER AND INSTALLED BY BE REMOVED DOOR 7AG CONTRACTOR. 65 MECH ROOM 15 TO BE IHR FIRE RATED CEILINS AND WALLS.DOORS ARE SMOKE NEW DOOR $O DETECTOR r0 BE 45KN RATED. --- _ (SEE SCHEDULE) 66 NEW WOOD FLOOR'WIN:'058 PLYWOOD SL9FLCIOR THROJ5IM FIRST ® ELEVATION AND SELOM®FLOOR UON. v _ SUPPLY INDICATOR RETURN MARKER KEY PAN — r r- a 16 0 -M 341XIO RR5 1 f •••:„ r _-,,[�,p•+ -- _-$ _ - ---- _ ___,_._. _ l--j - NO.DATE DESCRIPTION rW�_ vt _ _-_ �� —•yt g A _t-I - OI 12104123 1 1551ED FOR REVIEW __ rL - -'' `-___• a -__. I- 02 OI/IbR4. REVISED AS PER COMMENTS __� i �e_ a e• $ , MEW 2)50IRR5® - - sro irm.„�'en�m�oa.eiiuu. z reins F.a va.e weir; - Ib OLI RI101 OR = Ib BC.NE.111OR- m u.iu+rzvaAra mamron*a,urB F„m„ftEwu OVfRHAN6_v.._c1�vTkLRJ- mu.a1w> F.cu „m ova+ 1nu,e,w „„,®sF.�roF.0 „ �„„ e•�. a„m F awe _��___ y` _ � �____ —_;-= BUILDING PLAN REVIEW NOTE: ipt D„MNSMSFbbt :+>tA 9n/DS.GroL „a. •bL ___ - ---- ---- -____-- - „M la1„%O STOP N f:00D r+Nl B45E WLO H„LL e/.SE i.on0 rw.L B„SE - CPIIMAM eKRbt Pm.„a wiF 9Tx CPIM1YM 6YJH1 pA NO wIK tplM PNxIAOE wlK I 5mG•Fin 9„FI�BKR@t FY>.uC TiriF. YRi rFix 3•F4 ewvi9t F2 arewK �f`�P„IN9•FD R[?'•R � Pw1Y®RDLTt � Pw5•!O fLPJ2 �FiGUt RGve TYPICAL FIRE RATED WALL TYPE Z TYPICAL EXTERIOR WALL TYPE 3 TYPICAL INTERIOR WALL TYPE -__--__ _---._ _ _--- --_ WFwf aA,m ------ --------------- --- -- nd cFs u>rr„ RIC6E LAP TO MATCH ROOFING SHIN6LE5 SIM P50N R RICAN'E STRAPPR6 CONTINJO S RIOSE VENT WITH PRESCRIBED NAILS WITH INSECT SCREEN - - BOTH SIDES ASPHALT ROOF 9NNGLE5 OVER EXISTING 30a FELT : PRO.FLT NAME: 058 PLYWOOD PAPER. STRAND 5HEATHNG - 1525 OLD ORCHARD RD ADDITION STREET ADDRESS: 1525 OLD ORCHARD RD PROVIDE 36- iph1V: FAST MMRION HEATHERWATCH ICE AMID STATE: NEW YORK WATER DAM 0 VALLEYS. POSTAL CODE: 1193q � E 5 ROOF EOCE5 AS T IOOO-03L00-15.00-003.000 ITE uftlwqm NEW ROOF ---___=_---_--__------------ ---- - CONSTRUCTION PLAN •��(LED A/�p PRO.ELT N.P>BER:2023-0053 Ai e.TERNA1 SIMPSON HIRRILANE DRAM IR AM BB DATE: IUItw CONN'ECTOR5 AT EACH RAFTER y " �1 LIECKED BY: L5 0 2 4 1 8 *'�.. ' # DRAWIN6 NR4BER: 1 ROOF RIDGE VENT DETAIL MTV POSED ROOF PLAN A-103.00 SCALE = 3=1'-0. 1/a" = I'-D" 9f 03761� pQ 1/4"-1'-0" OF E`N NI PAGE: 9 OF 12 ` STEVE AFFELT To!LWE SYMBOL LEGEND m-� --- --- -- -- --- - - -- NEW PARTITION GS NOTE TA6 ARCHITECT fE1'I RATED PARTITION ROOM !b'sv,• — - EXI5TIN5 PARnnON To ® ROOM TA6 ONE:(63U 553-6333 RECEIVE 1'BN GYP BOARD PO 762 � PARTITION rYPE TAB OR B'aY�• -- __. .. _ _ EXISTING PARTTION TO BOX REHRELOCATEDGR RELacATEAT RIVER,NEW YORK 11739 ------_- -- ---- -- i^ EXI5TIPY DOOR TO 4�x=x• CEILING HEIGHT IN Y REMA q - Fill _-.. -_ ____ _ ___--_ _ _ DATUM LONSU.TANr. o - __ - - - ___ _- _ _ _-__ EL LA2943 E _ EL GA2943 E _ —_- = BEISSTI�ED RAIALL TO DOOR LA6 NEN DOOR $O SMOKE DETECTOR .y,• -_ _ .--. _ ____ .. -__. __- - - --.- _ (SEE SCHEDULE/ - SUNNILY "-!z INDICATOR ® ELEVATION U` \ RETLRA ` ' sEcna A-T MARKER �' ELAWN3719 ELAHN3719 4 - �� E%15T EXI57 ELAYIl4127 _- ab• -- - CONSTRUCTION NOTES 5 — C2 TILE d L-CEMENT 130 i AND 5F-COLOR ARE 70 TO BE LEECHED BOOR �,P ANN TILE 1 LEh@ff BOARD BASE COLOR AND TYPE TO BE SELECTED BY aeat P C3 &E ERAL-PROVIDE CEMENT BALKING BOARD IN ALL SHOVERS BATHROOM5 ARE TO RECEIVE P4015TURE RESISTANT 6YP BO IN ALL OTHER AREAS.PRWIDE TILE UP 4'-0'ON ALL OTHER WALL5 HIN EASE ID CAP 4 PROPOSED SOUTH ELEVATION NEIGHBOR SIDE KITCHENC BINETR wVCOUNTE ARE BE ` N L4 KITCHEN CABINETRY APO LpMfER ARE 70 BE SELECTED BY O'rPER SCALE = 1/4••-1-D• PLUMBER 15 TO HAKE FINAL CONNECTIONS AND PROVIDE ALL FAUCETS. o SINKS,SHOPER TRIM M ALL TO BE SELECTED BY OMER.KITCHEN 15 To RECEIVE BALKSPLASH TILE,SELECTED BY OWER AND INSTALLED BY o CONTRACTOR. L5 HELM ROOM 15 TO BE IiR FIRE RATED CEILING AND WALLS.DOORS ARE , TO BE 45HIN RATED. sTm 3 O. 'aq%E Lb NEW YJOOD FLOORS WITH J'OSB PLYW,JOD 51/BFLLYJR TFFIR((XIGPgIf FIRST y AND SECOND FLOOR UOA BO SOFFIT `- ---.-- b' �Frsg®RPF t3tV NO.DATE DESCRIPTION R WINDOW SCHEDULE 01 2Oa24 REVIEW S EVIEM RC __ __ __ _ •' _ 02 olnbaa REvlsm As Fse cormENiS — --- -- " ELAWN4127 _ MILW IA9oN �� M4VFIL]IREA HNN.N E54[.5 SwL ACTOR NoESKv LA3743 E EL LA:"43 E i ELCA3743 E -- -=--r, OA - Ou FLRO !9O0/5A0—_ ______ __--.— —_— - ------ FIAH13✓tV 3'�]!F r]SIDN VUIlUbL9 W O]V O.0 90l AMIIG dT�4.d08 -- EL AHFeRI AHmr6 3'-SNXZ}$aN R,.RV4'T VMrtAit'p W OA olR ou 5050 Bo.HM1Da11EAo - b'-0' flU3H3E GARB. 3-YH%3]3V' MNNW W.T{/.LYA TES OA OA O.0 SOM ➢� -� -�'. flC.W,3E LAWEM TSl1%3]-3',' WfNPI VMtL1itlO B A OA 505D • _ r -./ nt! M_yy __ J_ FL•fIXAt50X Ap!Ki OCCR b'4X6'B' MNNM Wn1ACOB TES OA Ol90.. SOfA 9 - 9.AhN4127 — EX15T ___ EXIST .„ +, _ >.:�... ua+-/ _ I L 10M.6 ARE To ff ELEVATE SBRKS'HBfE VIML ER Y9iN POf dIHTXNW FiRi MIX1(FnbED PmE W+SEfL1D ROOR , I � � y5y -, ,' z Hraas�au]Ea nr ExIRA�Es ae tEss rww r-0•,.mrE Rma nu�slwl.xAVE reeEN®aAv,. ! S. -- S. LIECK ALL R0.GN OPENIN55 PoR FIRB.T W 11E Fl . EL CA3747 E k EL GA3747 E EL LA3747 E EL LA3 o HIORTo RGBmK 14,E _ BUILDING PLAN REVIEW NOTE: RRA Euv I I' F04 I PROPOSED NORTH ELEVATION (NORTH RD SIDE) SKIM AD6VrTER5 O OTECTU LRDOFIN6 SCALE = 1/4"=1-O" SENT X 6'HUED FASCIA DROPPED IN ALUM. N 300 I PAPER V@!T®iE6 BEAD BOARD SOFFITS NEWEW 2'x10:ROOF RAFTERS®16•ot. OVERHAN6(SEE PLANS) PEN 2•A2R106E ern RrtrE VINYL 510045 COLOR APO STYLE TO BE NEW 2X4 COLLAR TIES®46'O.G. SELECTED BY OYOER NEW 2 Xb'CHLINS JOISTS o 16•ot. R3 R16E0 INSULATION NEW CONT.RD6E VENTS AIR BARRIER EXTEND ICE SPERO 24'HOER DIM FROM EA5TINS 3•STRAND OSB PLYW000 EAVES,VALLEYS T.I1NLnONE 5HEATHIN6 w BATT IN5U..ECVIV TO R49 OR 6REATER I NEN 2'xb'WALL 57UPS®16'O.L.w R23 BETWEEN LJ'5 - B RTKK WOOL tw.A_},6TP BD - F_XISTING 2'X4'STUDS 0 16'-w EXISTING PRO.EOT NAME; INSUL.EOUIV t 1/2'6YPSUM BOARD ALL EXSTI6WALLSbCL6 UNLESS NOTED 1525 OLD ORCHARD RD MARVIN WNfbWS(WI m EXI5TM6 VINYL O.H.6ARA6E DOOR ___ _- ELSF(NX765 Ox -- ! ADDITION STREET ADDRESS: 1525 OLD ORCHARD RD R'I-v.• TOWN: EAST MARION Bo. Ir � Bn� STATE �POSTAL LODE: 11939 b YORK B -9 _ - — - - SLTM s: 1000-031.00-15.00-003.000 SITE NAYBER, - T — - _— —--- — - Ex157 DWELLING PROPOSED O —_ ELEVATIONS - DR --------- -- - - EDgRc PROJECT NUMBER:2023-0053 JEN B, iA INITIATED DATE: 11/10/23 DRAWL BY, SBA -� CIECKED BY, C5 NIMBERr DPAKNr n PROPOSED WEST ELEVATION (OLD ORCHARD SIDE) PROPOSED EAST ELEVATION (NORTH RD SIDE) A-200.00 SCALE = 1/4..=1.—O" SCALE = 1/4..=1,-0,. 9TF°.77s•,�.. o/ Tl Dp NE`N�, PAGE: IO OF 12