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1000-110.-5-48.1
TOWN OF SOUTHOLD Rental Permit 0501 Owner Nicholas & Lauren Valls Occupied as Single Family Dwelling Located at 935 Southern Cross Rd Cutchogue 110.-5-48.1 Maximum Permitted Occupancy 8 Is in compliance with all of the provisions of the code of the Town of Southold, the laws and sanitary and housing regulations of the County of Suffolk and by the laws adopted by the New York State Fire Prevention and Building Code Council. Expiration is two (2) years from date of issue. The operator is responsible for arranging for the bi-annual inspection. 2/27/2024 Code Onfoettent Offici This Notice must be posted by the main entrance at all times � � ;" Town Hall Annex +" at Town Of Southold54375 Main Road Rental Inspection Report PO Box 1179 Southold, NY 11971-1179 , Tel: 631-765-1802 Date ✓' -,a3._ .. .�. _.. . Phone .- .. w Owner .._..�... ....._,�...m.,,..... . Visible Address Hamlet Inspector Floor Level Quantities Sub 1 3 �b 2 _ not located n bedrooms) .. w�. .. . . .r. .. Carbon MonoxiideSmoke Detectors (Detectors Fire Extinguishers --_ _. Exits _ 6 Bedrooms 1/;01 �- Smoke Detectors Egress Occupant Count ' -°- Building Systems Maintained &Operational Condition of Property Heating Building interior Hot water Building exterior - _. Property rt clean,..m ain ain.e. d &safe, Electrical Handrails &guards installed & sec ure Mechanical Pool Safety Pool on Site Surface water alarm Date of CO issuance Door alarms Pool completely enclosed Self closing/ latching ing gates _ _. Pool fence to code requirements CO's for all items present Prior Rental Comments: S �jI� s Y� so TOWN OF SOUTHOL D BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAI I [ ] CODE VIOLATION [ ] PRE C/O [i,. RENTAL REMARKS: O5v f DA►T E ,,, �a� , � INSPECTOR 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND { ] INSULATION/CAULKING [ ] FRAMING / STRAPPING { ] FINAL [ ] FIREPLACE & CHIMNEY { ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION { ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [4 RENTAL REMARKS: 142 S� 14 d � DATE 2-S_- a3 INSPECTOR tf Solx� TOWN OF SOUTHOLD BUILDING DEPT. 631.765.1802 //o e 5-_/V�_ E N & m S OF)Eh [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ENTAL REMARKS: 44 1 DATE INS ' �...w.... TOWN OF SOUTHOLD x Rental Permit 0501 Owner Nicholas & Lauren Valls Occupied as Single Family Dwelling Located at 935 Southern Cross Rd Cutchogue 110-5-48.1 Maximum Permitted Occupancy 8 Is in compliance with all of the provisions of the code of the Town of Southold, the laws and sanitary and housing regulations of the County of Suffolk and by the laws adopted by the New York State Fire Prevention and Building Code Council. Expiration is two (2) years from date of issue. The operator is responsible for arranging for the bi-annual inspection. 11/23/2021 Code Enforc e t Official This Notice must be posted by the main entrance at all times O UFFi rO Town Hall Annex SOUTHOLD TOWN 54375 Main Road Rental Inspection PO Box 1179 Southold, r� •, NY 11971-1179 �� • o��' � Tel: 631-765-1802 Fax 631-765-9502 SCTM # Date j 2 2/ � Owner _ Phone Address 13 S-Socf C�6S�' Zip l Hamlet '0 9 ve Inspector Address visible from street? es LEVELS SUB 1 2 3 Smoke Detectors (#-bedroom detectors excluded) Carbon Monoxide Detectors (#) Fire Extinguishers (#) Exits (#) BEDROOMS 1 2 3 4 5 Smoke Detector Alarms (#) Carbon Monoxide Alarms (#) Egress (windows) (Y/N) BUILDING SYSTEMS Y/ CONDITION OF PROPERTY Heating system maintained/operational Building Interior is clean/maintained Hot water system maintained/operational Building Exterior is clean/maintained Electrical system maintained/operational Property is clean/safe/maintained Mechanical system maintained/operational Handrails &guards present POOLS / POOL BARRIERS Pool present Pool is completely enclosed Pool surface alarm and/or door alarm Barrier is a min. 48" high resent POOL GATES / All openings in barrier less than 4" Self-closing, self-latching Max. 2"clearance @ bottom of barrier Latch on pool side of gate, meets height Barrier capable of being locked &child- requirements proof when unattended COMMENTS: e S�UT//0 w1 4 ai Town Hall Annex . Telephone(631)765-1802 54375 Main Road4 Fax(631)765-9502 P.O.Box 1 179 ei Southold,NY 11971-0959 � 4.Ff BUILDING DEPARTMENT SEP 3 0 2021 TOWN OF SOUTHOLD BUILDING, TOWN OF SOUIHOLD RENTAL PERMIT APPLICATION Rental Permit Fee $200(Application must be renewed every two years) Section A. Property Information: Rental Property Address: 9 3 5 Soukherv► CGro s S Road CutCkC)6j 1,1-e_ N`! l l .Tax Map Number: 1000 SECTION 1 1 O -BLOCK 5 -LOT SECTION R. OWNER INFORMATION: Property Owner Name: LmAYf.h oLVA N I cl- VUR S Property Owner Legal Address: Property Owner Mailing Address: �n.►���cse� N� I�0 3 0 dvta.l��.ss�-r-+>v� 1� 0 3� Telephone Number(s): Daytime Evening Emergency Property Owner Email Address: I aUren oyotl�s o-) 2y"', COR } CO)GLS Ua11S0) 9'MQI ( . COtM s dan�el �mP3 Page 105 rnOLA Q--r ` �� �L5� ey-o ke t2 Town Hall Annex Telephone(631)765-1802 54375 Main Road ' }} Fax(631)765-9502 P.O.Box 1179 � Y Southold,NY 11971-0959 . c®U �a >. BUILDING DEPARTMENT TOWN OF SOUTHOLD Section C. Authorized Agent Information: Name of Authorized Agent of dwelling unit, if any: 11 Address of Authorized Agent (no P.O. Boxes): Mailing Address of Authorized Agent: Telephone Number (s): Daytime Evening Emergency Email Address: Section D. Managing Agent Information: Name of Authorized Agent of dwelling unit, if any: Address of Authorized Agent (no P.O. Boxes): Mailing Address of Authorized Agent: Telephone Number (s): Daytime Evening Emergency Email Address: SECTION E. SITE MANAGER INFORMATION: (required for rental properties containing 8 or more rental units) Name of Managing Agent of dwelling unit, if any: ham_ Address of Managing Agent (no P.O. Boxes): Page 2 of 5 E C E 8 E ot EDephorie(631)765-1802 l'ornHall Annex �4J?5&xa�RoadBUIL �ux��076�'9�O2 ING DEPT p/}.Box ||7yOWN OF SO0THOLD Southold,NY 11971-0959 BUlLDINGDBP&R?M8NT TOWN OF SOUTHOLD Mailing Address ofManaging Aeent: Telephone Number (s): Daytime Evening Emergency Email Address: —`~ ' —'— — u SECTION F. PROPERTY DESCRIPTION: Number ofRental Dwelling Units onproperty: For each Rental Dwelling Unit set forth the Rental Dwelling.Unit identifier(for example, Unit 1, Unit 2, Unit 3 or Apt A, B, Q the use of each room in the Rental Dwelling Unit (for example, Kitchen, Bedroom 1, Bedroom 2, Living Room) and the dimensions of each room. For properties with multiple Rental Dwelling Units use "Rental Permit Application Addendum." Rente|DvvoUingUnit Identifier: Requested Maximum number ofpersons allowed to occupy Dwelling Unit: Number mfrooms inRental Dwelling Unit: AT ` v Use and Dimensions ofeach room inRental Dwelling Unit: . / ' '' v / �^xt����4 �D/—�� XJ7 . . Page 3of5 ` ` Town Hall Annex t ;:`✓ a Telephone(631)765-1802 i p �"£ C.," � '�'` ,; ✓r:. ' 5-9502 54375 Main Road ,';�uw Fax(63 I)76. P.O.Box 1 179 Southold,NY 11971-0959Cy/ C® u BUILDING DEPARTMENT TOWN OF SOUTHOLD SECTION G. INSPECTION: Pursuant to the Town Code of the Town of Southold Chapter 207 (Rental Properties), a safety inspection by Code Enforcement Official is required. If the owner chooses not to have said inspection performed by the Town, a certification from a licensed architect, a licensed professional-engineer or a home inspector who has a valid New York State Uniform Fire Prevention Building Code Certification is required stating that the property which is the subject of the rental permit application is in compliance with all of the provisions of the code.of the Town of Southold, the laws and sanitary and housing regulations of the County of Suffolk and by the laws adopted by the New York State Fire Prevention and Building Code Council. ❑ 1 am requesting a fire safety inspection to be performed by a Code Enforcement Official from the Town of Southold ❑ I am submitting a completed Town of Southold certification form from a.licensed architect or a licensed professional engineer. SECTION W. DECLARATION: Signature must be notarized and MUST be the owner of the dwelling unit. STATE OF NEW YORK) COUNTY OF 3UFiIX�IPZq t q Nicolas d- Uaur�en certify under penalty of perjury,the following: 1. 1 am the owner of the property identified in "Section A" of this application. 2. The property owner's legal address set forth in "Section B" of this application is my legal address and I understand the Town will use the address for service pursuant to all Page 4 of 5 Town Hal[Annex h `< { J,r,.;.,; '. + �1 Telephone(631)765-1802 L r `� 'zq •" ' } Fax(631)765-9502 5437.5 Main Road t3b -W P.O.Box 1179 Southold,NY 11971-0959n��C • � �a iii BUILDING DEPARTMENT TOWN OF SOUTHOLD applicable laws and rules. I further acknowledge that I will notify the Town of Southold 'Building Department of any changes of address within five (5) days of any changes thereto. 3. 1 have read and received a copy of Chapter 207 of the Code of the Town of Southold and agreed to abide by the same. 4. 1 will notify the Town within five (5) business days as to any change to the information regarding Authorized Agent, Managing Agent, or Site Manager. Property Owner's Name: Property Owner's Signature: Sworn to beforeme this day of 20 ,UWOOCHUL ICBM iilotory Public,fig®of A9mw.Y®p!r A�m 61MV Official Notary Public Signature and Original Notary StampM, u Count. COM141010R Epfte.D.10 20, Page 5 of 5 OF 50UTyo ( lJ ' �� C/✓�' �1 Vt! # O# TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm,��` 765-1802 I0 .. -INSPECTION [ ] - FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ j1/0INALRe [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ai TIS&&V(t4 AVA/' I J, A DATE LL ?A .—. INSPECTOR %Ulu ` 1 TOWN OF SOUTHOLD PROPERTY RECORD ROWNER �, STREET VILLAGE DIST.; SUB. LOT 4 / Qaa4r � Q 4i' . ,4 Ar # fO v 7`h ?'c FORMER OWNER N r / E ACR. E' 4 ( t .�. a i tet' �L V(�U�`e r It 0�p S W TYPE OF BUILDING zr , 3( E, IC70V e Y N d e" h( �YG /TCY�•� !� r RES. SEAS, VL. FARM COMM. CB. MICS. Mkt. Value 194 c� - - - -- - LAND IMP. TOTAL DATE REMARKS 1 ' �r � rCcC Om rtQ c .� ,�dU l A r /i 3 ,1.,) ... t3 vIr 2 ca a f of h P G✓ nc 1�CJ `6 A-6 S—A i J "ucav C�oc�c� / 1O! z2 Fs cf a? ' S'7' �. ID c�07/ sant' 4a 4o Pearl 4l�0}r—*230, D00 Q� O OX li i�97 IG<vitaadQowtxz-Fl�'.r'✓eY''_tt1r�C.---— - --- -- --- --- — -- ------- — l.z r J6 -:�Y6 5,J?� � AF K. AA AGE BUILDING CONDITION NEW I NORMAL BELOW ABOVE __-- FARM Acre Value Per Value 1 Acre 769"-- Tillable ( FRONTAGE O Woodland FRONTAGE ON ROAD 7 00 Meadowland DEPTH Houser PJott ...• $VM04E*tr T I DOCK COLOR TRIM . why 3 'via M. Bldg. I 41 1% _ ai t I i , 1140 Extension _ —--- " Extension Extension I _ Ts 'Foundation I �7� Both �� Dinette Porch 8 �–� Basementc� L L Tloors s K. i Porch ;Ext. Walls w U Interior Finish LR. Breezeway i ,Fire Place Heat _VC 5 DR. Garage I 6 Z j ,o 0 9" Type Roof Rooms I st Floor BR. Patio- to' x ► I/ a ► Recreation Room Rooms 2nd Floor FIN. B )ol O. B. i ! o 'Dormer .Driveway wo Total i L/1 79 i i . THE DRAWINGS, SPECIFICATIONS AND OTHER Symbols General Notes�" �, DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS 1 s , Floor .Addition/ e ovationN a i I i n Schedule PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS PROJECT AND THE ARCHITECT SHALL BE DEEMED .; THE AUTHOR OF THESE DOCUMENTS AND SHALL (REFER TO TABLE R6023 1 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT hRETAIN ALL ( ) ) I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE RESERVED RIGHTSWC UDINGNLAW, TTHE COPYRIGHDT. THER . TUTORY ELEVATION MARKER' NO.&TYPE SPACING OF DESCRIPTION OF BUILDING ELEMENTS PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH t ELEVATION MARKER _ OF FASTENER FASTENERS % ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME_ DOCUMENTS SHALL NOT BE USED BY THE OWNER OR (SHEET AND NUMBER LOCATION) 'mm JOIST TO SILL GR CxIRDER, TOE NAIL. 3-Sd - 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO - TOWN OR VILLAGE PRIOR TO STARTING WORK. 1" X 6" SUBFLOOIR OR LESS TO EA. JOIST, FACE NAIL 2-8d 3 _ 3. CONTRACTOR SHALL 05TAIN ALL REQUIRED APPROVALS, PERMITS, THIS PROJECT OR FOR COMPLETION OF THIS SECTION AND DETAIL MARKER 2 STAPLES 1 �4 CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PROJECT BY OR FOR OTHERS. southern Cross Rd Cutchogue , New YorI� DETA L MARiGER SHEET AND NUMBER ocATION) 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-16d PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF.935 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE THE ARCHITECT IS NOT RESPONSIBLE FOR PREvENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR (SHEET AND NUMBER LOCATION) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16"O.C. ,: ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE a 116' 50'' ., , II I Legend Abbreviations TOP OR SOLE PLATE TO STUD, END NAIL 2-16d 5. F IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH ; WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, 113 g� S 2(® i(O � 5�-�� _ STUD TO SOLE SLATE, TOE NAIL 3-06 OR 2-166 SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO ITS SUBCONTRACTORS OR THEIR AGENTS OR - SINGLE POLE SWITCH A.C.T. ACOUSTICAL CEILING TILE FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL ...� A.F.F. ABOVE FINISH FLOOR DOUBLE STUDS, FACE NAIL led ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. EMPLOYEES OR ANY OTHER PERSONS PERFORMING 32° 00ll3 - THREE WAY SWITCH BLK BLOCK 24 O.G. ANY OF THE WORK. BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 4 CLG. CEILING DOUBLE TOP PLATES, FACE NAIL iod - FOUR WAY SWITCH OR BETTER . E=1,600,000 AND fb = 825 or GREATER G 2 " C.T. CERAMIC TILE CONC. CONCRETE SOLE PLATE TO JOIST OR BLOCKING, ATBRACED WALL PANEL 3-16d size Flo Modulus of Elasticlt P 8-0 DIA. X - DUPLEX OUTLET CONT. CONTINUOUS 2" x 4" 1350 PSI, E 1,600,000 PSI. LO 5'-0" DEEP CJ. CONTROL JOINT DOUBLE TOP PLATES, MINIMUM 24" OFFSET OF END JOINTS, LO GFI DN. DOA FACE NAIL IN LAPPED AREA 8-166 2" x 611 11'10 PSI, E 1,600,000 PSI. j DRYWELL I - GROUND FAULT INTERRUPT l42" AFF) 2 x 8 1080 PSI, E 1,600,000 PSL DIA DIAMETER BLOCKING BETWEi_N JOISTS OR RAFTERS, TO TOP PLATE, TOE NAIL 3-Sd 8'-0"DIA. X '�••:'�•�' :' • '. � DWG. DRAWING F 2" x le" 990 PSI, E 1,600,000 PSL ` a'-0" DEEP - INCANDESCENT LIGHT FIXT.(AS PER.OWNER) EL. ELEVATION 2 x 12 gee PSI, E 1,600,000 PSI. DRYWELL �` �3b' _ e I j�"' ExlsT. EXISTING RIM JOIST TO TOP PLATE, TOE NAIL Sd F.P. FIREPROOF u u u u n u u u 1. ALL HEADERS SHALL BE (2) 2X6 g 2X4 WALLS 4 (3) 2X6 g 2 x6 / Q FIN FINISHIEp) TOP PLATES LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d WATER PROOF INCANDESCENT LIGHT FIXT.(AS GA GAUGE WALLS UNLESS NOTED OTHERWISE_ PER OWNER) G.C. GENERAL CONTRACTOR 8. ALL HEADERS SHALL BEAR ON 4X4 POST Q 2X4 WALLS OR 4X6 L'`::. \0 16 O.C. ALONG GALV. GALVANIZED BUILT UP HEADER 2 PIECES WITH 1�2" SPACER 16d EACH EDGE POST 6 2"X6" WALLS UNLESS NOTED OTHERWISE. 46 JO - RECESSED INCANDESCENT LIGHT FIXT.(FLAT GL. GLASS 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM GYP.BD. GYPSUM BOARD CONTINUED HEADER TWO PIECES 166 DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. EXISTING (1J STORY /� CLG.) H.M.HHOLLOW METAL % FRAME STRUCTURE O H.P. HIGH POINT CEILING JOISTS TO TOP PLATE, TOE NAIL l0. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE ,':'' ,'•:':., a - CLG.MNTD.115 CFM.MIN)EXHAUST FAN)AS JT. JOINT 3-8d GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED PER OWNER Lay. LAVATORY OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. Max. MAXIMUM CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d ?' _ O 1 X 11. ALL F 00 g 0� 0 E L R JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING O C MTL. METAL R Q� �D �, - :`.' EXTERIOR INCANDESCENT LIGHT FIXT.(AS PER BLOCKING INTERVALS pO�C -� MIN. MINIMUM CEILING JOISTS LAPS OVER PORTIONS, FACE NAIL 3-106 ER LS NOT EXCEEDING EIGHT FEET. 4 OWNER) M.O. MASONRY OPENING 12_ ALL FLASHING SHALL BE ALUMINUM. Y I. NOT IN CONTRACT..3 N.G. G RA 13. A RAFTERS ALL SHA - R ER ANCHORED O To CEILING E E FRAMED INC JOISTS R D WALLS E L 1-O A R ED WITH "HURRICANE A FAC NAI 3 l0 LL N R LL L FAC NAI d RR E I N0. M P E E L E L NU BER CLIPS. i D - O o DrawnSO.C. ON CENTERdst f 14_ / T D NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERGEDE: SCALED RAFTER TO PLATE TOE NAIL 2-16d (!/ - OPN'G OPENING . : IM NSION O 0 L. PLATE i I I" 2-86 ' PLYWD. PLYWOOD 1 BRACE TO EA. STUD AND PLATE FAC NAIL s 15. DRAWINGS AN S .. Qj,, % .;. - 2 STAPLES 1�a D PECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND rmati n Sheet RAD. RADIUS A 1 Info 0 X15TINC250 GAL. SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT REQ'D REQUIRED I X 6" I �s<:. ".; . `.. ''; 6ERTdC`,.7k1 - - SHEATHING TO EACH BEARING, FACE NAIL 2 Sd FORWHICH T ' ••'•' ' STRAW BAIL W/ � A 2 Floor Plans STL. STEEL 2 STAPLES 13id" THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE :'.', ',• :°;.•: SUSP.CLG. SUSPENDED CEILING USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT SILT SCREEN SEE ,<,..•: :..'•.: ,., ....:8`. DIA.X Elevations & Details TOM. TOP OF MASONRY 1 X 8 SHEATHING TO EACH BEARING, FACE NAIL 2-8d BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE DETAIL A-3 _ 3 STAPLES 13/411 " DEEP T.OS. TOP OF STEEL ARCHITECT. TYPICAL n n" 3-8d 1a 4 PING POOL 71 P. WIDER THAN I X o SHEATHING 10 EACH BEARING,FACE NAIL 3 16. PATCH AS REQUIRED ALL ARI=AS WHERE EXISTING HAS BEEN REMOVED U.N.O. UNLESS NOTED OTHERWISE 4 STAPLES 13/411 AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED ?.I'>,`.` " '•':'.';' ' ,: S'-0"D IA_ X V.C.T. VINYL COMPOSITION TILE r OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR To :.. Wi WITH BUILT UP CORNER STUDS led REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., .: ' ` . ` •: S'-O" DEEP wD. ubo '' ''•'•=,` `' RFOLLOWSCONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS DRYWELL CP NOTE: L=SPAN LENGTH, H=SPAN HEIGHT BUILT UP GIRDERS AND BEAMS 2" LUMBER LAYERS 106 32"O.C.TOP AND BOTTOM AND STAG. a. NAI ATN SAN AT A.S IG SPECIFIED IS INSTALLED. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS O.� TIMES 2" PLANKS 17. ALL EXISTING ELECTRICAL 4 PLUMBING LINES ARE TO BE ABANDONED 4 REMOVED THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2-166 AT EA. BEARING t ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS �> DETAINING DEFLECTION LIMITS HEREIN. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER, TOE NAIL 2-16d la. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED FACE NAIL 3-16d �P N MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF 4 I (REFER TO TABLE R301.5 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) RAFTER TIES TO RAFTER FACE 3-Sd HANDLING LOADS g CONNECTION POINTS. INSTALLATIONS SHALL BE IN { STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. USE LIVE LOAD WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING 19. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND DESCRIPTION OF BUILDING MATERIAL DESC. OF FASTENER SPACING OF FASTENER ALL OPENINGS. ATTICS WITH LIMITED STOTAGE 20 PSI` EDGE INT.SUPPORTS 20. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES ";':.: .:.:.`";'`•. ':,'.•-:: ~ ` SOLID BLOCKED. ATTICS WITHOUT STORAGE l0 pSf 5/16"-1/2" 6D COMMON NAIL(SUBFLOOR,WALU 6 12 i rn 8D COMMON NAIL(ROOF) 21. ALL DRYWALL SHALL BE U.5-G. NATIONAL GYPSUM GO. i2 THICK, ' TAPED AND SPACKLE:D THREE GOATS. a I II DECKS 40 psf 19/32"-I" SD COMMON NAIL 6 12 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISH COATS). G 34'-0 1/2" ��3• EXTERIOR BALCONIES 6(D sf _ F10 D COMMON NAIL OR SD DEF.NAIL 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY --t' p 1-1/8 1-I/4 6 12 OWNER. FIRE ESCAPES 40 psf y 24. CARPETING SHALL BE SUPPLIED AND INSTALLED 15Y THE OWNER. OTHER WALL SHEATHING � GUARDRAILS AND HANDRAILS 200 lbs 25. OWNER SHALL SELECT ALL COLORS_ H 0 L 0 EE N Al,FIES-Em 1112" REGULAR �EL!,ULOSTIG FIBERBOARD SHEATHING INz GALV.ROOFING NAIL by COM NAIL STAPLE 16GA I/z LONG 3 6 26. ALL ELECTRICAL WORK SHALL BE BOARD GUARDRAILS IN-FILL COMPONENTS 50 lbs OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION I�2" REGULAR GELLULOSTIC FIBERBOARD SHEATHING 11/2°GALV•ROOFINGS NAIL 8D COM 3 6 ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN NAIL STAPLE I6GA 1/z LONG WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE PASSENGER VEHICLE GARAGES 50 psf lye"GALV.ROOFING NAIL SD WM CONTROL WIRING SHALL RUN GONCEALEED IN WALLS, FLOORS, AND/OR 25/32" REGULAR G=LLULOSTIC FIBERBOARD SH4EATHING NAIL STAPLE 16GA II/2"LONG 3 6' CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH ,- APPROVED FILTER F WOOD OR METAL FENCE ROOMS OTHER THAN SLEEPING ROOMS 40 psf e MEETING NYS POSTS 1/2" GYPSUM SHEA-WING 11/2"GALV.ROOFING NAIL 6p COM 4 8 OWNER PRIOR TO INSTALLATION. a NAIL STAPLE GALV.1/ / " SPECIFICATIONS(3'-0"WIDE) SPACED 8'-0"O.C. SLEEPING ROOMS 30 psf 2,I a SCREWS TYPE W OR S Z�. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY ` = N (METAL FENCE POSTS 11/4"GALV.ROOFING NAIL 8D COM WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND 1rqkm OR APPROVED EQUAL STAIRS 40 PSI` 5/8" GYPSUM SHEATHING NAIL STAPLE rsALV.15 15/all, TYPE W OR S `� 8 p LEGALLY DISPOSED OF_ y y AREA OF 70 BE INSTALLED IN /�-� SCALE: 1" = 20'-�" DISTURBANCE ASPHALT PAVEMENT) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE M 0 OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COvER OF 3'-6" OR AS NOTED. y 2'x2°STaes---- REFER TO TABLE R301.7 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT 1 z ( ) 3/4 AND LESS 6D DEFORMED NAIL OR ED COMMON NAIL 6 29. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS. CONCRETE TO _ .. ........ a 5 REBARlTYPJ ` - 12 f I° s ALE X - HAVE 5 TO "I% AIR-ENTRAINMENT, PER 8402.2 ALLOWABLE 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING _..__........._.._._..........._._.__.... O � � � STRUCTURAL MEMBER DEFLECTION �/8" - 1" SD DEFORMED NAIL OR Sp COMMON NAIL 6 12 ; II AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION RAFTERS HAVINC-z SLOPES GREATER THAN11/811 _ 1 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION_ GRADING AROUND NEW STOi�M �UER DRAINAGE DEIN CRITERIA 1�4 SD DEFORMED NAIL OR IraD COMMON NAIL 6 a, 3 ON 12 WITH NO FINISHED CEILING L/180 12 CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. ........ .... . 1. RUN01=F COEFF-ICIENTS: ATTACHED TO RAFTERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR 05SE:RVATIONS 11 FIRE SAFETY N PAVEMENT: 1.00 DTRENCH EpuRRr� T oM IP-0 of z RTES of THE CONSTRUCTION. ROOF: 1-00 FILTER FABRIC,TAMP IN PLACE 6" EXISTING UNDISTURBED INTERIOR WALLS AND PARTITIONS I-1/18® PROVIDE FIRESTOPPIN AT 8'-©" AND AT GIELINCs JOISTS GREATER THAN 2m'-m" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS `` LANDSCAPE: 0.15 GROUND PROVIDE SMOKE DETE:TOR5 IN EVERY BEDROOM AND AT EACH HALLWAY 33. BAULASTERS TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE ' N FLOORS AND PLASTERED CEILINGS L1360 PROVIDE FIRE RATED DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOM % 2. PROVIDE STORAGE FOR 2" RAINFALL = x .16" PER CUBIC FOOT PASSED TNRU THEM. AS PER 8316.2 3_ S'-0" DIA. DRYWELL CAPACITY: 42.25 CUBIC FEET PER VERTICAL FOOT ALL OTHER STRUCTURAL MEMBERS L/240 REVISION / MARK DATE APPROVED FILTER STORM WATER DRAINAGE CALCULATIONS MEETING NYS WOOD OR METAL FENCE Design and Code Informationy PROJECT SPECIFICATIONS[3'-0"WIDE POSTS EXTERIOR WALLS WITH PLASTER OR H/36® j SPACED V-0"O�.IMETAL STUGGO FINISH 935 Southern Cross Rd 1. REQUIRED STORAGE FOR ROOT= AREA = 1,182 SF x 1.00 x .16 = 189.12 CU.FT. FENCE POSTS OR APPROVED 1. BUILDING STRUCTURE HAS BEEN DESIGNED TO THE FOLLOWING BUILDING 51-0" OC EQUAL TO BE INSTALLED IN a CODES: 2015 INTERNATIONAL RESIDENTIAL CODE,2nd PRINTING CutchO ue, NY 2. REQUIRED STORAGE FOR PAVING AREA = 5,242 SF x 1.00 x .16 = 838 CU.FT. ASPHALT PAVEMENT) EXTERIOR WALLS - WIND LOADS WITH L/240 2011 UNIFORM CODE SUPPLEMENT g 838CU FT +159CU FT = 1021 CUBIC FEET /4225 = 243 VERTICAL FEET REQUIRED [TVP•) BRITTLE FINISHES 8'DEPTH + 8'DEPTH +8'pEPTH = 24' PROVIDED a 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. EXTERIOR WALLS - WIND LOADS WITH L/120 3_VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT FLEXIBLE FINISHES OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. DRAWING TITLE: STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS z Z z Cover Sheet o BY THE CONTRACTOR. 1 A 1 PlOmbing Riser Diag. 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. n ° ° 0 5.THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED ao ao ao ao - �. AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED 2� SILT (v' AND/OR WELDED AND INSPECTED,THE PLYWOOD DECK ATTACHED TO THE WOOD FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15% OF 28-DAY SEA FILE NO. A-1 SCALE: NO SCALE STRENGTH. UNTIL SUCH TIME,TEMPORARY BRACING IS REQUIRED. THE �:��® AR DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE SOLE �e�A,PAS ®�, x,35` � � PAGE N0: 1 F NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, RESPONSIBILITY OF THE CONTRACTOR. Q 3 4" VTR 4" VTR PRE-ENGINEERED WOOD CONSTRUCTION ANNIDSTRUCTURES RE TIMBER 6" dia. _ 6.FOR LOCATION OF MISCELLANEOUS ITEMS (OPENINGS,BENT PLATES, INSERTS, a CONSTRUCTION IN RESIDENTIAL STRUCTURES Materials Legend (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, DWG NO. Bath 3 Bath 2 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY) PLUMBING AND ELECTRICAL DRAWINGS. 3 ❑ NEW RESIDENCE STRUCTURE 1ST REQUIREMENTS STRUCTURAL DESIGN LOADS: LOCAL / j /j ��;: i 2" 311 2'� ❑ ADDITION TO EXISTING RESIDENTIAL STRUCTURE "'! 1 ASPHALT SHINGLES a k.: EARTH GLASS POURED CONCRETE . ALUMINUM Reflective 2015 INTERNATIONAL RESIDENTIAL CODE, 2nd PRINTING % �F Ne ■ REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE White 2011 UNIFORM CODE SUPPLEMENT 2" 2" 3" 2" 2" 3" 2" 10 BE CONSTRUCTED OR PERFORMED AT THE SUBJECT OF LOADS: ARCHITE � �-- --• ILL UTILIZE ■ _ PROPERTY REFERENCE ABOVE W ROOF ROOF DEAD LOAD: 15 PSF STUCCO FINISH -r., sn u), GRAVEL / STEEL BRICK _- -_ = FINISHED WOOD LAV. LAV. KIT HEN (CHECK EACH APPLICABLE LINE) T Reflective W . W _ Martin A. Passanto Red Pantone GROUND SNOW LOAD: 45 PSF SLOPE o a ❑ TRUSS TYPE CONSTRUCTION(TT) •I8� " ' CONCRETE PRE-ENGINEERED WOOD CONSTRUCTION PW �� TUB 1 �; 1 ( ) WIND LOADS. 120 mph BATT hitect RIGID INSUALATION �)�,; ` ROUGH WOOD 3 SECOND GUST WIND SPEED: 110 MPH < Q INSULATION BLOCK ❑ TIMBER CONSTRUCTION(TC) - > First Floor I 1.0 Lic. NY NJ CT PA VA MD DE KT VW IL NV IN N.T.S. " Stroke EXPOSURE: B ' ' ' ' ' ' ' ' TABLE R3O1.Z n IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) 2" 4 2 4 SEISMIC LOADS: C ' � II ❑ FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA __._._ .1...._.....;;c_o. 1._- C.C. SITE = c Fa= t48 F 2.0 -' ❑ ROOF FRAMING(R) ----_............. __...--...__. 4'r _ - - - - - - --- ( TO PROPOSED APPROVED SAN.SYS. __.._.._...............__......- \ 4" ( ) Floor Framin Including IR--6 Sms = .59 g S m1 = _40g -- -- -- ------ ® FLOOR FRAMING AND ROOF FRAMING FR Girders and Beams • Architecture GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Ice Barrier Winter Flood Air Note: S s= .40 g S 1 = .20!2 • Planning 3 SNOW SPECIAL WIND DESIGN Underla ment R Roof Framin Frost Line Design y Hazards Freezing One(1)Truss-Sign to, Located Either at the Electrical Meter or g BEARING WALL WITH WOOD SHEAR WALLS LOAD SPEED TOPOGRAPHIC WIND EXPOSURE WIND-BORNE CATEGORY Weathering Required Next to the Front Door,No More than 12"From the Latch Side. � • Interior Design 01 L 11 t EFFECTS DEBRIS ZONE g Depth Termite Temp q Index FR Floor and Roof Framing EQUIVALENT LATERAL FORCE PROCEDURE g C Id el, (mph) REGION CATEGORY _�_ Truss-Sign to be Located Not Less Than 42"Nor More Than 60" 8.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2010 EDITION) 178 Bayview Ave., Northport, New York 11768 140 Vult 1 MODERATE 15,TABLE D101 VALLEYS 4 FEMA Above the Adjoining Walking Surface. ,, Phorle: (631) 747-1114 Fax (631)532-1315 30 PSF 108 vasd NO NO B NO EXEMPT SEVERE 3 FEET TO HEAVY (NY,KENNEDY) PERIMETERS IF REQ. 1500 E-Mail: martypgjmparchitects_com .. . ........_. ..... _._.... ...... . ........ .. ._....- ._... ..... .. _... ... .... ..-..... -._ ... ..... .... ... . - THE DRAWINGS, SPECIFICATIONS AND OTHER SECTION R310 DOCUMENTS REFER TO TABLE 8602.3 U PREPARED BY THE ARCHITECT FOR THIS (2015 International Residential Code 2nd Ed.) ( (1)OF THE 2015 PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S NAILING SCHEDULE A International Residential Code 2nd Ed. EMERGENCY ESCAPE AND RESCUE OPENINGS ) 4(0'-1" SERVICE FOR USE SOLELY WITH RESPECT TO THIS 23 -� y% PROJECT AND THE ARCHITECT SHALL BE DEEMED R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. NUMBER OF BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM JOIST DESCRIPTION �` THE AUTHOR OF THESE DOCUMENTS AND SHALL COMMON NAILS NAIL SPACING RETAIN ALL COMMONLAW, STATUTORY AND OTHER PROVIDE SMOKE s CARBON MONOXIDE SHALL AVEI--LNOT LESS THAN ONE OPERABLE El"fERGENCY DETECTORS AS PER NEW PORK STATE ESCAPE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORERESERVED RIGHTS INCLUDING THE COPYRIGHT. THE TW2102I0 SLEEPING ROOM, AN EMERGENCY ESCAPE AND RESCUE OPENING ROOF & CEILING FRAMING ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER CODE $ rl SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY RAFTER TO TOP PLATE (TOE-NAILED) " DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 2uX12"I-I APER 3-lIDd Common PER RAFTER I 0" HAP 4'-0" ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A ) OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO ' 6'-C" 6'-®" 5'-6 1/2" 10'-3 I/2" 6'-2" 9'-9" 2'-4" PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-Sd Common PER JOIST ` THIS PROJECT OR FOR COMPLETION OF THIS O PUBLIC WAY. PROJECT BY OR FOR OTHERS. ° R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 6-16d Common EACH LAP NEW 6'-0" SLIDER TW2 32 EXHAUST FAN TW21 21® TW21 310 TW21 310 DEVICES. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-Sd Common EACH LAP THE ARCHITECT IS NOT RESPONSIBLE FOR M EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR r OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE COLLAR TiE TO RAFTER (FACE-NAILED) 3-10d Common EACH END y.h 2"X12"HE4DER 2" R 2" Z" DR 2"X12"HEADER 2"X12"HEADER OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE Mat r CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE BLOCKING To RAFTER (TOE-NAILED) 3-Sd Common EACH END WORK, THE ARCHITECT IS NOT RESPONSIBLE FOR 0 S MARBI-E - PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, GER ILE "� EMERGENCY ESCAPE AND RESCUE OPENING. RIM BOARD TO RAFTER LEND-NAILED) 2-Ibd Common PER RAFTER 24 X9 FINAL CABINET SADDLE ITS SUBCONTRACTORS OR THEIR AGENTS OR 36'-1 1/2" 3' F = 5 .8 13'-9.. �n WALL FRAMING EMPLOYEES OR ANY OTHER PERSONS PERFORMING R31(T.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. r EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE ANY OF THE WORK. j;- CABINET SUPPLIER o '- 24X6s TOP PLATE TO TOP PLATE (FACE-NAILED) 2-lbd Common I6 o.c. 4r� ° ��t�r ��r® �1 MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. j i ° ALL FLOOR FINISHES AS TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d Common JOISTS-EACH SIDE ®r� 36" HIGH TEMPERED 8310.2.1 MINIMUM OPENING AREA. ` tom' o o PER OWNER EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL A NET STUD TO STUD (FACE-NAILED) 2-16d Common 24" oc. GLASS RAIL Q z o CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET. THE NET RE-ROUTE PLUMBING = = CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL HEADER TO HEADER (FACE-NAILED) 16d Common 16" o.c.ALONG EDGES 0 BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY AS SHOWN TO NEW ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d Common PER STUD PROVIDE '�s" TYPE 'X' GYP. Z `" FIXTURE LOC. CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" INCHES _ BOARD ON ALL WALLS II II �+�1a I;� I�1 �I, m a II BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST � ADJACENT TO HABITABLE �, X 6 AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. OR BLOCKING (FACE-NAILED) 2-16d Common PER FOOT Est SPACE FIRE CAULK ALL Exist, arca t Room � +- �, I 1 ALL FLOOR FINISHES AS _� EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS FLOOR FRAMING OPENINGS PROVIDE AIR t-- SHALL HAVE A NET CLEAR OPENINGS OF NOT LESS THAN 5 PER OWNER (� Cl 01 TIGHT CONSTRUCTION Q SQUARE FEET. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Sd Common PER JOIST % R31ID.2.2 WINDOW SILL HEIGHT BRIDGING TO JOIST (TOE-NAILED) % 2-86 Common EACH END WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE BRIDGING TO JOIST (TOE-NAILED) = r- 2-Sd Common EACH END MARBLE 00 N N THAN 44 INCHES ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS Q cn 4 e BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN BLOCKING TO SILL OR 70P PLATE (TOE-NAILED) 3-16d Common EACH BLOCK % 77/7 p SADDLE 2 X 6 - ACCORDANCE WITH SECTION R310.2.3. LEDGER STRIP TO SEAM (FACE-NAILED) / „ y UT 3-166 Common EACH JOIST d i mX�s Braced Wall Panel Legend: JOIST ON LEDGER To BEAM (TOE-NAILED) 3-06 Common PER JOIST 00 BAND JOIST TO JOIST (END-NAILED) ; 2sX 68 - r 8 Ln °X 6s ax 5 -ID" = Indicates Spacing Between 3-lbd Common PER JOIST ,. x ^ BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) � �•, �.. " _ +- O Braced Wall Lines g <l 2-16d Common PER FOOT N 2mX 68 �s�r®®� - - Indicates Braced Wall Lines ROOF SHEATHING - ALL FLOOR FINISHES AS STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) t LX,9 _ - - - - - - Indicates Braced Wall Panel2"Xl2"HEADE 2"X12"HEADER Z"X12"HEADER 4- � s PER OWNER = � INTERIOR ZONE �� t X 6 8d Common 12 o.c. TW21 310 TW21 310 TW21 310 tMARBLE Braced Wall Panel PERIMETER ZONE 8d Common 6" o.c. 5 ;3 RM. TIL SADDLE GABLE WALL EDGE ZONE ad Common 4" o.c. 16'-2 1/2" S'-0" ' 14'-9" Fastening Requirements on '"� CEILING SHEATHING Braced Wall Panels as per GYPSUM WALLBOARD 5D COOLERS 1" EDGE / 10" FIELD E LEGEND ° e Table R602.10.4 of the 2015 I.R.C. WALL SHEATHING ' 2"X12"HEADER 2"X12"HEADER N Method CS-WSP: TW304 TW3046 TW3 46 As per Table R6023(3)Exterior Sheathing Attached with ad STRUCTURAL PANELS 8d Common 6" EDGE / 12" FIELD NEU) CONSTRUCTION TW21 210 Common Nails (0.131" Shank x 2.5" Long)at 6"o.c.at the Edge and % Covered �®rch 12"o.c. in the Field. GARAGE DOOR PORTAL OPENINGS Ed Common Yoc into all Framing Interior Gypsum Board Attached as per Table 8602311)with 1-1/2 n � u i n i n � u �� � 5'-� 1/2 � -5 -31-011 4 - 0 Il -8 1/2 l -8 1/2 yp p Galvanized Roofing Nails or I-5/8" Screws Type W or S at 1" o.c.at GYPSUM WALL BOARD 5D Coolers 7" EDGE /7" FIELD EXIST. GONSTRUGTION AS SELECTED BY OWNER the Edge and in the Field.(See Figures R602.10.8(U and 8602.10.8(2)on Sheet A-3) FLOOR SHEATHING (SUBFLOOR) Method GB: STRUCTURAL PANELS EXIST. CONSTRUCTION to be REMOVED11 (2)1.25" X 14" MICRO LAM GIRDER Not Used 1" OR LESS Sd Common 6" EDGE / 12" FIELD GREATER THAN P lod Common 6" EDGE /6" FIELD First Floor Level Braced Wall Panel Calculation '-0 '-0 15'-91/2" '-0 '-© 20'-91/2" -O' Schedule as per 2015 IRC, Section 602.10 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS Braced Wall Line code q g � 2 Section (REFER TO TABLE R301.5 OF THE 2015 International Residential Code 2nd Ed.) table 1 Prop./Exist ��r� �I®®r Bracing Method 602.10.4 C-5-WISP G5-W5P CS-WSP GS-WSP SCALE: 1/4'= -0 USE LIVE LOAD DEAD LOAD Min. Panel Length table 24" 24" 24" 24" g 60z.i0s UNINHABITABLE ATTICS WITHOUT STORAGE 10 of 10 sF Braced Wall Line Spacing Plan 11' 17' 18' 18' p p Required Bracin Len th table 5' 5' 51 UNINHABITABLE ATTICS WITH STOTAGE 20 sF 10 sF sY G g g 6021030) p p table Wind Adjustment Factors 602.103(2) HABITABLE ATTICS E ATTICS W/ FIXED STAIRS 30 psf io psf t 3 e' ., " ' I.Exposure Category '8' 1.00 1.00 120 1.00 BALCONIES (EXTERIOR) AND DECKS 40 psf 10 psf i 2.Roof Eave to Ridge Ngt. (.IDID 1.0ID (.IDID (.IDID FIRE ESCAPES 40 sF 10 sf 3.Wall Height (8) .90 .9ID .9ID .9ID p p wiz l I i �_ - GUARDS AND HANDRAILS 200 lbs -_..... - �- - - - - -T 4.Number of BWL per Plrec 1.00 1.00 ..............._..._....._...... ... m w a t� (IDID lOID GUARDS IN-FILL COMPONENTS 50 lbs La 5.Additional Holddowns n/a n/a n/a n/a X I 6.Gypsum omitted n/a n/a n/a n/a PASSENGER VEHICLE GARAGES 50 psf as per plan - - - - cn E 1.Gypsum Bd.Fastening n/a n/a n/a n/a ROOMS OTHER THAN SLEEPING ROOMS 4ia sf 10 sF p p - - - - - - Average Adjustment Factor 975 .915 .975 .975 SLEEPING ROOMS 30 psf lm psf - ~ a X STAIRS 40 psF 10 psf - Adjusted Braced Wall Length 5' S' S' S' % REVISION / MARK 10 sf for DATE Braced Length Provided 5' S' S' 5' ROOF LOADING (LIVE = GROUND SNOW LOADY In attic: c° 26X 6s ALL FLOOR FINISHES AS ADJUSTMENTS AS PER TABLE R301.5 OF THE 30 sf ' ; X _ _ _� C9� p 15 psf for PROJECT 2"XS"SLEEPERS 16"OC �, i�S " PER OWNER - t Compliance (Pass/ Fail) Pass Pass Pass Pass RESIDENTIAL CODE OF NEW YORK STAE) cath e W/R-21 BATT IN5UL. - - � 935 Southern Cross Rd X N 1'- CONCRETE NOTES : Cutchogue, NY -,/ - U - - - - Assumed soil to be sand or gravel, with minimum ; traces of dry clay, with minimum bearing capacity ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - of I ton/sq•.ft. DRAWING TITLE: , NEW UJ14 x 44 5TEEL 5E,4M (REFER TO TABLE R301.7 OF THE 2015 International Residential Code 2nd Ed.) _J 7777777/ 7/177Concrete to be plain, reinforced, minimum 3,500 Floor Plans ' s.l. 28 da test predicated on the above soil STRUCTURAL MEMBER DEFLECALL0WATION k l��r '�St I�� �S�lii�t�t �p a - �� y p DEFLECTION 2 X 6 `t I, assumption. If other soils are encountered, lower -- - Z RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED y bearing values are to be assumed and the CEILING NOT ATTACHED TO RAFTERS L/180 o '1 foundation must be redesigned. (: - - - - - INTERIOR WALLS AND PARTITIONS H/lgp All footings are to rest on virgin, undisturbed soil. N - - - - �' _ _ X I TABLE 8401.41 FLOORS L/360 SEA FILE NO. l �I� l l I I �') N X (2015 International Residential Code,2nd Printing) CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND �® �' W < - - - - o N edroom � � PRESUMPTIVE LOAD-BEARING VALUES OF sTuccoJ L/360 �� � n•ans a �" o PAGE NO: - - - 26X6s 6, ALL FLOOR FINISHES AS FOUNDATION MATERIALS L/240 °� 2 OF 3 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) �, LOAD-BEARING PRESSURE ! - m PER OWNER CLASS OF MATERIAL ALL OTHER STRUCTURAL MEMBERS L/24m i 1 (Pounds per square foot) a J DWG NO. N EXTERIOR WALLS - WIND LOADS with PLASTER OR STUCCO l}/360 ' Crystalline Bedock 12,000 FINISH � X319 t� 09 U3 a 4 /j T1Ct Sedimentar and Foliated Rock EXTERIOR WALLS - WIND LOADS with OTHER BRITTLE FINISHES H/240 X ,n y 4,000 , ®F iNI�� 0 Sandy Gravel and/ or Gravel EXTERIOR WALLS - WIND LOADS a with FLEXIBLE FINISHES }l/24md �' o (GW and GP) 3,000 e ARCHITEC LINTELS SUPPORTING MASONRY VENEER WALLS L/600 • Sand, Silty Sand,Clayey Sand, NOTE: L=SPAN LENGTH, H=SPAN HE ICsHT Martin A P a s s a n to N Silty Gravel and Clayey Gravel 2,000 Architect ' 2 r® ./Ex1St Fildn./ aS ent Plan (5W, SP, SM, SC,GM and GC) a. For the purpose of the determining deflection limits herein, the wind load shall be permitted to be taken as 0.1 times the component and cladding (ASD) loads obtained From Table �, ' Gla Sand Gla Silt Gla 8301.22 (2). ; A-2 SCALE: 1/4'=1'-0" y, y y' y y' b. For cantilever members,L shall be taken as twice the length of the cantilever. LIC. NY,NJ,CT,P:A,VA,MD,DE,KT,WV,IL,NV,IN 42'-1 1/2" 8" Clayey Slit, Silt and Sandy Silt 1,500 b• g c. For aluminum structural members or panels used in roofs or walls of sunroom additions or atio (Cl,ML,MH and GHJ p p covers,not supporting edge or glass or sandwich plates,the total deflection shall not i 8" X 42" DEEP TRENCH exceed L/60. For continuous aluminum structural members supporting edge of glass,the total a. When soil tests are required by section R401,4, the allowable deFlectlon shall not exceed L/115 for each lass lite or L/60 for the entire length of the • Architecturie FOOTING AT PATIO EDGE bearing capacities of the soil shall be part of the member, whichever is more stringent. For sandwich panels used in roofs or walls of sunrooml cF237 d�tic� Planning b. ere he ui Ing official determines that in-place soils with additions or patio covers, the total load deflection shall not exceed L/120. � an allowable bearing capacity of less than 1,500 psf are likely d. Deflection for exterior walls with interior gypsum bd, finish shall be limited to an allowable 0 Interior Design to be present at the site, the allowable bearing capacity shall deFlectlon of H/180. 178 Bayview Aver., Northport, New York 11768 i' be determined by a soils investigation. e. Refer to section 8103.8.2. Phone: (631) 747-1114 Fax (631)532-1315 x E-Mail: martyp@jmparchitects.com t . ... ................ 1111......__....._....._... . . . 1.111.... . . . ... .._... ....-.._.._. .... .. ... . . _.. . . . . _....- -111 .....-...-.... . .I . .....__11..- . .. 1...-...... ... . _... .. . -. - .1 .1 .. . ROOF CONSTRUCTION i THE DRAWINGS, SPECIFICATIONS AND OTHER 345# ASPHALT/FIBERGLASS ROOFING RIDGE VENT , DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S S!�INGLES ON ICE S�{IELD (ENTIRE ROOF) SERVICE FOR USE SOLELY WITH RESPECT TO THIS ON Na" EXTERIOR GRADE PLYWOOD 1"X AZAK AS PER SPLICING OF THE PLATE G SHEATHING ON 2" X 10" RAFTERS 16" OG W/ TOP PLATE PROJECT AND THE ARCHITECT SHALL BE DEEMED DIMENSIONS SPLICE LENCsTH THE AUTHOR OF THESE DOCUMENTS AND SHALL 9" R-30 BATT INSULATION .. . .....1111.. . . ..... _.........I......................._. ._..................... ................. .....-_..... .. ............... ....... . ................. .................._... ............. COMMONLAW STATUTORY AND OTHE -------- 7, ------- ------- - _.:..._.____.---::.__.__: ....._..._......_....._.__: - RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE .. . . OP P TE SPLICE TOP PLATE SPLICE -.. ._ . - - -_ ..-_ .. . ___... __._ .. .________..___.__ ____._._ -..w._-._._._____.._. __ _. ....._.__..,,._ .._. _ -..,__ ._.,.,.-..__..._.M..... ..__ _ _ -_1_111_ EQUI NTS WIN ,,...: .. __1111. .._111._1. ___ __.__ _.-_ _ _._.. _._- - --- 11__11 _.._._......_-_ _..___ 1__1__1__1 _ _ EXP05 - RY EXPOS ALL R .._ �.. _,______.__1.1_1 1____..._ ._.. .._...___,._. _...__ _. _. .. _ . _,_-__ _-.___ ._ .. _�_ __...._.._. .. .............._..___.._.. ...._ ,. :,.. __ .....-. -. .- .. D _1 .1:.:..:..:..:11.._: _. .. ... _.. R Q ._ _ . _.,,,,,,. �_W_..�»_.w.�.._ ...u__,,. _11___,11._ ._.,..... ... .. ... . .... .. ..:.. _.:.: . _ ... _1.111._ - :. ., . , _... _.__ i OHUREN OR WIND ,, - URE$ E3tC ONE STO uRES Eitc- ONE TS SHALL NOT BE USED BY THE OWNER 0 .. w .0 �_ , .__,,_ �.._u _ ._. .. w__. . ......._ W,.. _, __ _. TO . " _ _,.- ._._.. :.___.__.:._._.. �__11__11. .._ _1111.. _--_ _�-__ - ___--__._�._.��_�,. .�:�: _._._.._...._.,�. �._._._. - _ _ 1111 D orH CA 0 E ER SES SON TH 0 ER PR JE 0 CT5 F RAD 0 DITIONS _ - _ -1.1.1_1_---- _,__ __ __.____.__._ I_` _-_,_. __.._,_.. ,--_.__ ___-__..._-__.. _1_1_11_..___--___ __ ._, . _..,.-_ ..__ _ THIS P TION OF THIS . - 1_.11.1 . .. 1_::111 -. ..: ,.,. :_.-. _,_ _ . - " - _ -- . . - - _. ._._....._.__. _1111._ - _ _... OJECT OR FOR MP B LD NG MINIMUM S PLIC UI CO LE E B LDING MINI MUMS IC _........_............._..._-"._..---.'_ --....-__._....__.._.. ..... -1111._ -. _11 1 1.. _ . . .______w. ---,_ _._- .._ -,1_11 1..--_ . - __ �.,_.-.-1.11_1._ _ ..._....,..._..._,........"...-_ ,_......._.....• .._......-__. ,..._,-__.............. r.,,.,,.R.,..-�.m:,, ... ._ :T,-,..,.,..,_ ..._,_., .. _ _-1_111_._.__ 1 __111..--- --- .. ... .. ^,n�, �„n JE T BY � ,__-.�.._. __ _. _...._ .:.__•�___' __��,.:._.-.-. .._ __ .�: _�_ _1111_._. 11,1__1_-..._ ._ ,_._.._ w_: - _ .. _.__ . .._ ---- '- --- - -- '---- -_- _..--- -----.. . ...._. -11.1 .1 F� �� �m ..:.._ ..:. _: _-1 .. .1 - - _ N (F ENS (FT H 1111,_ M ON ) --'--- -. _--- '----------_ ---- ---- --.. -- -- --.. --.. -- _ - --"------ -._ ....11__11_. .. . _ _ ..-_1.- .. _11 .... - .I..... .... .1 1 .1 .1 .... .. . D i Iii (� LE GTH I TJ DIM 1 ION I ) ENG7 (F7 r, - -1111. „ ' - - - - _ . _ . - ,,, -.. - _..M. . _. 1111 _._ _ _ -- _.__. _..-- _ THE ARCHITECT IS NOT RESPONSIBLE FOR 1111. _ �._-... 1111, _ ,:-m_, �_.. . __ - 3 0 2 0 - -- - ---- _ _,1111 .- 1111.,:, .. _ _ _.._. _....... . . ..... ...... .. ..___1 _... � C . _ _ ._. _.. 16 0 4 0 ONST RUCTION MEANS MET H DS TECHNI Q UES OR 16 0 3 0 - -'-: - . .'....: .._ _-._. ._ __ ......... . ...._11 .._.1 1._._... FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE _.. .- - ... ... _- .. .--- .--�- - -..... _..... - _ _.-. 1111..... . .... ---'- - - -- 20' �� II 1 �� �� j L u.-- , 1111.._ ,_... - - ._. - ,._.._ _1111_..__... .-. _ - - - - -:. ... 11,,. -, ,. W NSIBLE FOR "',. "'. ,,,,,.,..m, - -- .,. _ :11::11:: ... _ m- _ 11__11. _ . O ACTS, ERRORSRORI OMISSIONS00 FTHEOCONTRACTOR , , ,., - -m" 24'-011 4'-m" IT 0 24 0 6 ._. - __ - . 1.1 . ... . .._. . - _ ._ ... . .11.11. ....1.11_.._1..- . ...._ _._ . __. .._ _111__1_.. __.. _. _. - 28'-0" 1 0.. 28' 0.. 5 _O� EMPLOYCONTRACTORS OR THEIR AGENTS OR "" -- - - - - OTHER PERSONS PERFORMING SUB WALL CONSTRUCTION _.. _ . . . .. . ... ..... -- - - - 11 1 A EES OR ANY _1 1 1.1_.._.... . . i. ,i PLATBELTO TOP-PLATE CONNECTIONS USING 2-166 NAILS PER 32 -0 8 -0 32 -0 6 -0 VINYL 51DING (CEDAR _ 1111_ TW210310 _... TW210310 _1.111 . . . ..._ TW210310 _. _.. : i021 _ _ FOOT, FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING NY F THE WORK __ W2 TW3 6 TW3 46 - . .... _ .._. - . 04 0 TW3046 36 0 9 -0 3(0 -0 " I ..._...........---...1....111.. ,i _... _. SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVAL Nt -1 -0 IMPRESSIONS) ON 1 RIGID E B INSULATION ON 'TYVEK' HOUSE _. ... ..._..._... _ ... .-... ._. . ... ..._ .._...._ NUMBER OF NAILS 4m'-a" !1'-m" 4sa'-,a" 8'-O - � FASTENING SCHEDULE WRAP ON i2 EXTERIOR -- ' ROUGH OPENING FRAMING 1 �� _. ...__...._ _........ _. .. _.. _.. __. 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOGAtED G A YWOO SN ATHINCx ____ .__...................__..._..._.... .._. ...._...........__._...._. _.. . _ _. 1111._ -.-.. - -0" 50'-0" 10'-0' REQUIREMENTS FOR WINDOW R DE PL D E _... _.... .__. . . ...... _ IN EXPOSUR B _._ E 3 " " 2. TABULATED SPLICE LENGTHS ARE BASED ON 0 FOOT WALL (om'_p" 16'_(d" 601-0" 121_0" ON 2 X 4 WD STUDS 16 _ ........_....._..__...... .. _ _.._.._..._......_ ... -------- (IN ACCORDANCE WITH WOOD O.C. W/ 4" R-15 BATT _ _. .__.._1111._._..._ 1111_.._.__. ._1__111 _. . ............_................._.._..._..._..._.__ ._..... ...__.._._...... _.........._......_..__._.....__..._.__..-.............- _................_............._.._111_.1.-__11 .. . __.... ..._.... -111.1...- - . . ... . HEIGHTS FOR OTHER HEIGHTS, H THE TABULATED UNIT FRAME CONSTRUCTION MANUAL _ _. ___..... __....__.....__...._...._........._........_.._........ ......._..__..._........_..._................._... .._..._... _._...._._._111.1.---............._.._.... __....__.._.._.___..._..... ._. . _.- _ _ . . �� � �� _..._................... ............. LAtE:RAL LOADS SHALL BE MULTIPLIED BY H/8 '10 -0 19 -0 �0 -0 14 -0 2001 EDITION) INSULATION _.-__-........I..........__.._..... . ..I... - _1...1 ... .. ...._.. _........ -- _. . .. ... .. ... ..._1...........1 ..- _. ... ......... ..... .. .. .....1 1... .... 11 ..........._. . .. ..... . _...__.._... . .. .. ES SHALL BE A MINIMUM OF STUD GRADE 80'-0" 22' 0" 80' 0" 1(0' 0" __........................._.__...._. .._.._---.. _... ._--..-111.1.._.. .. ...._._............_......__1111 .. „ .......... == ------- _- MATERIAL Rp G A B D E F ,� v �`` �', f OPNS 8" GONG. BLOCK 12"X12" FIBERGLASS a F Pro I xlst ®nt Eleyat@on FILLED SOLID 8 X 2 DEEP TRENCH 4'-0" 4 (1) 2"x4" 2 2 2 2 LOAD BEARING COLUMN n) 2°x6" 3 3 3 3 1 p■ DOWELED INTO FOOTING AT PATIO EDGE „ C2) 2"x4" or � NEW CONtINUOUS -0 6 RIDGE vENt PROPOSED RAFTERS 81-0„ 8 (2) 2"x4" or A-3 SCALE: 1/4"=1'-0' EXISTING FLOOR (1) 2"x6" 3 3 3 3 SLAB - - - - - - - - - - - - - GS20 STRAPPINCz BY: (2) 2" X 4" TOP PLATE 10'-0" 10 (2) 2"x(o" 4 4 4 4 NAILING & STRAPPING @ EXTERIOR WINDOW/ NEW RIDGE ROOF 'SIMPSON STRONG TIE o ° DOOR HEADER MT-512 BY: 'SIMPSON RAFTERS V 16" OR APPROVED EQUAL NEW ASPHALT ROOF o ° 12'-0" 12 (2) 2"x(o" 5 4 5 4 STRONG TIE' g 16" o.c_ SHINGLES over 30" �i%;' o o.C-AL APPROVED BUILDING FELL atop I;'r'',% A-NUMBER OF ed NAILS a EA.END OF$TRAPPINGS(TABLE 3.1,P.151) EQUAL (TYPICAL) 860 lbs � 1/Z" PLYWOOD (,''; ° - SHEATHING %'i, _" t(TABLE 6A P. (316) A ------- NEW ROOF 'j l . /. B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS) (TABLE 3235,P-193) RAFTERS 16 o.c. ) C-NUMBER OF FULL HEIGHT KING STUDS 6 EA.SIDE OF HEADER Plate ht. CEILING ° l� S'-1" AFF (TABLE 323C,RIS3) � H6 57) P SIMPSON JOISTS m 16" ° 5 D-NUMBER OF Ibd NAILS.END-NAILED THROUGH ADJACENT KING STUD p H2A STRAP B.O. Header o.C. ° e TO END OF HEADER EA SIDE(TABLE 3.1,P.151)6(TABLE 6A P.316) B E T-m 1/2" A.F-F. -" E-NUMBER OF JACK STUDS 9 EA.END OF HEADERS(TABLE 322F,P.19I) BC6 POSt GAP COVERED F-NUMBER OF Ibd NAILS END-NAILED THOUGH ADJACENT JACK STUDS C ASSUME DBL.HDR. 51Mf H2A -SIMPSON HB$TRA BY 'SIMPSON' PORGN TO END OF SILL(S) SIMPSON HS STRAP I I 5 R 1 D G E SECT 1®� D E TA 1 L ! g EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 38,P.151) LOAD BEARING NOTE: ALT./H U RRI CANE STRAP D ETAI L t(TABLE 6A PAGE 316) F V FIBERGLASS I PROVIDE 14-IOd A-3 SCALE: NO SCALE 6 COLUMN I I NAILS THRU MTS12 A-3 SCALE: NO SCALE G P COLUMN DTL. „ 1 I A-3 SCALE: NO SCALE NEW SIDING AS SELECTED EXIST. CHIMNEY _ . BY OWNER INSTALLED ON _ ._._- -. _ -.. ............-..--.-._..---' _.. EXIST. CHIMNEY Id ' �_ . - _ ._ , -_ __ EXISTING WALL CONSTR. ........_. . . _ . ..-' -- - --- -_ - ---- - ---- - ---- ---_ _ -- -- _ -- _. _..._.._----._.- ...---- _' "-'---------- - . .. .... ..... ........ _ -- -----..-__..---- __- 1111. . _ ... 11__11.._.......__. 111.1._.. .... ._...._... ...... ........... 1111__..._ ...-_._. _..____,,,,,. __. ._ __ ... .....-- 1111. -- _:.�:": �-,,,,.µ:-w-:__:1111.--�_ - .-_r.W:.,--._.. 1111.. _ '" _._.._ -1.111 _..____._.....__._ 1111.__..._..-..-1111 - - _.. 1111 m. . _1.111.._.-.... -, .. .... I-- . . - ... . 1_.. 11.11_.._.- ... 1111.. __.. ... - - - ____- ._ .. 1111 RO CO R C O , _............._._............ _ ......._...._. .. _1111 ..._............. _ .. _ -11.11.. . :_ __ ._�___ .__111:1 _ _,.. ..... _ _... _ __- 345# ASPHALT/FIBERGLASS ROOFING __ _____. . ---1111.. . ._ _111_...1.. _. . _. .. _1111 - - _== == _,- _. - - _- ._....1_: .._ _._..- _. - SHINGLES ON ICE SHIELD (ENTIRE ROOF) __-__ _ _ _.._ - _._ 1___111 __...__,........._ _1111 .. _.. 1111- __1111 ... _-__. ON 5i$" EXTERIOR GRADE PLYWOOD -. _. _ ,, . T S 16 O G W1 . _ ._ _. _ ._ ... .... .. �... SHEATHING ON 2" X 10" R,4F ER � �.- , - _ �; - -- ... . . _111.1 ._. _. 9" R-30 BATT INS LATION - 1111 . _ ._ . . . .. . .. ....._. ....... . . ... __. .. . .. u - . ._ .. _. ...-- --....._ . .._.. . . ..1 1.1 1_. .....- _ _ ..... _ - .. . . _ .. . -- - .. _1111_._ _... 1111_..__ ._._ .. .1.1..11_ - -.. .. - 2"XS"RAFTERS RUN UP _1111. . - -. . .. ........_...111__.....1_.... .. . _..................._....._... _.........._..._...- .1...._._..._...._-... ..._ - _ . 1.111_._._-_ .._ __.. . ..._... _. ON EXISTING ROOF MIN. 31�Z/1FT PITCH ---jl I __. _._..........__.__._....__..._........_......_...._........................................ ...._.. .......... .... __........ _11- ..._.........._..............._.._ ....-... .......- _ -11_.....11. ... . .- -._..._...__._....._........._..........-.-....__._ -__........_..._........_....._.........._................_....... I I W 6'-0' LIDER I _. . . ..----___.._- W 6'-0' LIDER 1 .._..__..__...._..........._.. _. ...... ........- - __.. 12"X12" FIBERGLASS 12"X12" FIBERGLASS W OPE I G ___... W OPE G NEW SIDINCx AS SELECTED ; _____ 11.1_11.... ..__.......................__.. ....... _ __....__...... .._1111.. .. . ..._......................_..... _ .._. _ BY OWNER INSTALLED ON _.._._ 1.11.1..._.-..........._. . . ......._____._.............. ... ......__........_.._._..............._._... ...._.......- LOAD BEARING COLUMN LOAD BEARING COLUMN _-... _ - _. __ .. .. EXISTING WALL CONSTR. _._......._.___.... ........_................._.................._..._111.1_.. __1111 ..__......._............._.... _1111 _. ...._..._ _... .. .... ....._......... . ... _.... - _. . . ._ . _. _ __ . -- .. .. .. .. _.._. _....__ .... ..-....._ _.._. _ ...... ._ . . .- . ... I-—. . .... . ........ ....... ... _ .._ �' �� I, 1 { t X 1� i 1 fl 't, :, i3 ? (7 r l 1 It f ;�' I €} +1 ti la _1111. ....... .. . ---_._ .........._ _... _.... _. _. _ . 1 111_.. f I _... f p 1 � , I i 'il 1 j �' � it ,j 1 i _._ 1� ... 1111 i 1 ! 1. �i �1 �' �. I i1, I'� jl 1.1 �' ij �' iI 1' ' ii I, i1 !1 �I �i jl , I I 1� �'� 4 1111 li �.' ,. ,. ., z ,_ {.. 4' ,,. 1 , Y qt� i• 1 "I k -0, 1: - .__1111_. ... -_. ti iF 1. - �� 1� r. - .. __..1111__. 111.1 .._..... -- -.. ...... . -- -11 ........._--.._.._..._ .......__._........._..._.........._..-_ ---.__......_._......_..... _. ..... F ... _...111___1.. .. .. .....__-1111. 1111._.. .. � � _:.- 1111._'._''. � .' .'. ... ... ... 1_11:1..... E .......__._._.._I.-. .-....__. _... ... - ._..............-. 1 111_.__........__.... ................_._.._._. 1111..._....... 1111..-_.... ._- ._ ... .. 'y -1111.. .. 4 REMOVE PORTION OF NEW 8'-0"X11-0" OH ... __ _. _. . _. FOUNDATION WALL TO DOOR _�1 S" X 42" DEEP TRENCH I NEW WI4 X 44 STEEL ' ALLOW GARAGE SLAB TO FOOTING AT PATIO EDGE NEW 0" NE '-0" BEAM EXTEND AT DOOR 1X4 AZAK TRIM L - - - � L - - SLID IN SL R IN NEW ENING NEW O NTNG REVISION / MARK DATE 2 ro ./Exist 5� a Elevation OVERIDXISTAR�GING � PROJECT, A-3 SCALE: 1/4"=1'-0" co c. WALL 935 Soluthern Cross Rd Cutchogue, NY 3 Pro ./Exist Side Elevation A-3 SCALE: 1/4"=1'-0" / _. ., _1.111... _ __._ _... DR NOTE: AWING TITLE: __....._....._.__..__._._.. 1111._1111-1111_..____ ._........._...._. _........_._._..._...................... __....... ............. _............_......_...... _.........._......_... __11__1-1.. 1. SHEATHING AS PART OF SHEARWALL SEGMENT (SW.S), .---:::.-.-'.-.:.....__...,...=1.X1:--_-11.11:--_-:::.:.-,::- - '':,:-:-:_- -:,.:_....�_._.,,-:11.1:1.-----:::::_:.. :-- _ ... _ _ . _ X , Details , _ - . ... .. .. ...._ .. - 1111__.' - -- - - evatlons & H R O O F 00 D AN S R PL A CONTINUO 11X__1 111 1-_____ -.__...___. _.� X1.11_ _. ___,_._ _.._._..-._-.- ..X_11__1. _ 1.1_11___ "" ._.__,_ _-.._,_-__ ...M ... ._.__" _.. . ._...____ ._" ___ ___,.. _.__. -_ ._____,__. __-____ _-_ . ._ _ _. _ _ . _ _.__ __ . __. DEQU ,` _. ._.._..-_'-- _..-_......._...__.................... __._........................... ........... ........_......_11X1._.._-----. ' --.........._...._ _...--_..._ -_._.._ -........_.-. . --- .. ....._..._........-'-".._ . . ......a... . ...... 1_1 . . _. ...._.._....X_111-_1X1__1_.._.... ......_......._.._......._.._._._..__ ___._......__.__..-....__... .._._.__ _._..____ _..._._....X11.1-_.._...__ -1111__._ _ 1X11_ ,.-_._ -'--- ._ -- ........_.. ....._ X1.11..... - ........ 11 1 1 D - X11 1. . .. , , -- Y B OG D _11.11..X111 _ _ . AT JOINTS Sd COMMON NAILS � 6 o c EDGE d FIEL ____.._ _.. -.. __.__.__._.____. ___.__� __-_.._.•-_ -.__...,___�_.._ _ _ - ,_._ X111__, . _X1.11.,-_ _____...__ _._ , 1111. X_111 , S OF ...._- _....-_......._.,...,..__""__._,.,... X111."1111-1111.,_ ,,,,_.,..., ,._..............1111,,,r.-X1_11 ___""_ _ ___.-1111..- 1111_- ..:. ... 1111- - - 1X1_1- ._..::._ ...r.:.....::'_:.'_. ... ...X111-.. 1111-.. - - - __- . - -. - ... :1111. ..- '- .. 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A-3 SCALE: N.T.S. s • P I a n n l n g 4 Prof./Exist ear Elevation • Interior Design A-3 SCALE.: 1/4"=1' 0" : 178 Bayview Ave., Northport, New York 11768 `' Phone: (1631) 747-1114 Fax (631)532-1315 E-Mail: martyp@jmparchitects.com FORM NO. 4 TOWN OF SOUTHOLD . BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No. Q. . . , . . Date . . . . . . . . . . . . . Avg. . .6. . . . . . .. 1972 . THIS CERTIFIES that the building located at . .Holden•#LVe .&. B.O►tk Cr®>gtreei Map No. . xxx. . . . . . . . Block No. XX . . . . . . .Lot No.]PW. . . AVt0009, . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . . . . . .Oct. . , .29. . . . . 19-7.1 pursuant to which Building Permit No. 5596Z . . dated . . . . , . . . .Oet . . . 29 . . . ., 19_71,.?1, 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 . . .PrJ.74U. :QaP. 1At►I].,Y AV011iA9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . 13.QrtrAm.$i al.3r. . . . . . . .Qwner. . . . . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval J.u37. 3,1.' . S 9.72. . by .H.. ,Villa UNDERWRITERS CERTIFICATE No. . .N 2.61.55• • . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • . HOUSE NUMBER. .935 . . . . . . .Street. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1095. . . . .Holden Ave . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. Certificate Of Occupancy No. . , . Z-.1.525.2. . . , . . Date . . , . . February 5 , 1 987. . . . . . . THIS CERTIFIES that the building . . , ACCESSORY BUILDING Location of Property 935 Southern Cross Road & 1095 Holden Rd. .Cutchogue ,N.Y . House No. Street Hamlet 04 County Tax Map No. 1000 Section . . .1.1. . . . . . . .Block . . . d.5 . . . . . . . . .Lot . . . . . . . ..1. . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . .Lot Na. I . . . . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated June 3 , 1983 124112 . . . . . . . . . . . . . . . . . . . . pursuant to which Building Permit No. . . . . . . . . . . . . . . . . . . . . . dated July 8 , 1983 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 . . . . . . . . . ACCESSORY BUILDING The certificate is issued to . . , . . B RTRA . . . . . . L ; SAUL (owner,% X3�XFbX t;K of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . . N/A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE NO. . . . . . . . . . . . . . . NIA. . . . . . . . . . . . . . . . . . . . . . . . . . . . ./A N/A PLUMBERS CERTIFICATION DATED: Building Inspector Rev.1/81 , 3. Nature of work(check which applicable)_New Building . .. ....... Addition .. ... ..... Alteration ... .. ..... Repair .. .. . .. ... ... . Removal ..... .... ... .. Demolition .. .. .. .... . ... Other Work...... .... ..... (Description) 4. Estimated Cost . .......c�Q;•Q.. ..... ... .. ...... ..... Fee .. Q... .. ............ ...... ..... ... (to be paid on filing this application) S. If dwelling,number of dwelling units . ..... Number of dwelling units on each floor.... ............ Ifgarage,number of cars . . ... .. ..IY. . .. ........ ... ..... .... . ................ 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use ... . 7. Dimensions of existing structures,if any:Front. ...W. ..... Rear .. .ASW.... . Depth . . . . ... . . . Height .. ... ...... . .. .Number of Stories .... ... ..... . .6...... . . ........ ... ...6.. ....... ... . .6. . . Dimensions of same structure with alterations or additions:Front .... .. . ..... . .. .. Rear ......... ......... Depth . ...... . . ..... ... ...:..Height ....... f.. .. .. ..Number of Stories ...... ... /. . ..... . 8. Dimensions of entire new construction:Front . .. ..i 6..... .. Rear ........ ....... Depth ...1... ....... Height ...... .. . .. ..Number of Stories ..... .......... ............. .. ....... . 6... ...... .. ...... 9. Size of lot: Front .. .. ... . ... .... ....... Rear .... ............ ...... Depth .. . .. . ......... .... ... 10. Date of Purchase . . .. . . . . ... ........ .. .... .. . .Name of Former Owner .... ...... . ............ ... . .. 11. Zone or use district in which premises are situated.. . ......... ... .. . .. .... ... ......... ...... ... ..... ... 12. Does proposed construction violate any zoning law,ordinance or regulation: . ..... .............. ...... ..... . 13. Will lot be regraded .. .... ..:..... ..... .. ... ... .Will excess fill be removed from premises: Yes No 14. Name of Owner of premises .. . .. . .. .. . .... .... .Address .. ....6.. ..... ... ..Phone No. ... .... ....... . Name of Architect . . ...... .. . ... .. ....... .Address .. .. .. . 6. ....... .. .Phone No. ...... . .. ... .. . Nameof Contractor ..... . .. . ... ...... ....... .Address .. .... ... ..........Phone No. ......... ... ... PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines.Give street and block'number or description according to deed,and show street names and indicate whether interior o corner lot. !Q to *' GO oAdYP01 `Y rd ud, NN STATE OF NEW COUNTY OF. 'S.S •• ••• ••••• •• • •• �being duly sworn,deposes and says that lie is the applicant (Name of individual signing contract) above named. Heisthe ... ... .. ... . ... ... ... (Contractor,agent,corporate officer,etc.) of said owner or owners, and is duly authorized to perforin or have performed the said work and to make and file this application;that all statements contained in this application I are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the applicakion filed therewith. Sworn to before me this j . . ..... .. . ... .. .. . . ...` .dayof;.. . ... .-� . ..i. ., 19. Notary Public, E, ounty JUDITN a State New NofaN FLNIC, Suffolk.30. ..... No:y2.034 63es March 1 (Signature of applicant) Coinmisslon ExP t�T,a�— yjfFOt,��®G Town of Southold 12/9/2020 cm P.O.Box 1179 to 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41678 Date: 12/9/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 935 Southern Cross Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-548.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/18/2019 pursuant to which Building Permit No. 44462 dated 11/25/2019 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: alterations and additions, including covered front porch, to existing single-family dwelling as applied for. The certificate is issued to Contento,.Albert&Annette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 20-66846 11/19/2020'y PLUMBERS CERTIFICATION DATED 12/2/2020 c LoBian o Aut o e Signature- yOSF���kcpd � Town of Southold 7/18/2021 P.O. Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42172 Date: 7/18/2021 THIS CERTIFIES that the building ALTERATION Location of Property: 935 Southern Cross Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-48.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2021 pursuant to which Building Permit No. 45839 dated 2/24/2021 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: existing basement'altered to habitable space(no kitchen)as a flied for. The certificate is issued to Contento,Albert&Annette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0092 2/2/2021 ELECTRICAL CERTIFICATE NO. 45839 5/20/2021 PLUMBERS CERTIFICATION DATED 5/25/2021 ivia I..oBianco A he ri d igilature :x— }���a�U1FQLYc4G-�, Town of Southold 7/18/2021 'y PZ R P.O.Box 1179 53095 Main Rd Southold,New York 11971 CER'TIFICAT'E OF OCCUPANCY No: 42173 Date: _-_ 7/18/20 1 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 935 Southern Cross Rd., Cutchogue SCTM#: 473889 SecBloclr,/Lot: 110.-5-48.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/6/2020 pursuant to which Building Permit No. 45337 dated 10/16/2020 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'. accessory in=wound swimming pool'-fenced to code as applied For. The certificate is issued to Contento,Albert&Annette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45337 5/20/2021 PLUMBERS CERTIFICATION DATED l u-th lri ed- 'igriature f�ii� TOWN OF SOUTHOLD 4�A dOG- Rental Permit ��. 0501 Owner Albert & Annette Contento Occupied as Single Family Dwelling Located at 935 Southern Cross Rd Cutchogue 110-5-48.1 Maximum Permitted Occupancy . 8 Is in compliance with all of the provisions of the code of the Town of Southold, the laws and sanitary and housing regulations of the County of Suffolk and by the laws adopted by the New York State Fire Prevention and Building Code Council. Expiration is two (2) years from date of issue. The operator is responsible for arranging for the bi-annual inspection. 7/19/2021 kI This Notice must be posted by the main entrance at all times ode En r me ffi f J g Town Hall Annex � .. ,���=-.g;, rf Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-09591 BUILDING DEPARTMENT TOWN OF SOUTHOLD .RENTAL PERMIT APPLICATION M'45" � opal Rental Permit Fee $200(Application must be renewed every two years) Section A. Property Information: Rental Property Address: 93S--" Tax Map Number: 1000 SECTION, -BLOCK -LOT SECTION B. OWNER INFORMATION: Property Owner Name:. N 1 -6 oc\ a Property Owner Legal Address: Property Owner Mailing Address: q�� se2 4``► C4�y� �gz c3 elephone Number (s): Daytime Evening— T Qj Emergency Property Owner Email Address:. A Ccs +e .I-z' `Z 3 10v La C d Aj Page 1&5 Town Hall Annex } Telephone(631)765-1802 A ` � 54375 Main Road Fax(631)765-9502 P.O.BOX 1179 ` ;a Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Section C. Authorized Agent Information: Name of Authorized Agent of dwelling unit, if any: Address of Authorized Agent (no P.O. Boxes); 1 L Qi'.3,S Mailing Address of Authorized Agent: Telephone Number(s): Daytime63)V3 M6Evening Ski Emergency �6i G� Xb 4DC�Z(' Email Address:. L G C.V",low Q .�O Section D. Managing Agent Information: Name of Authorized Agent of dwelling unit, if any: lel Address of Authorized Agent(no P.O. Boxes);. a3 Mailing Address of Authorized Agent:,. Telephone Number(s): Daytime S16 WOgZkvening Emergency. CC31 `7? Email Address: G" ✓lit AcLr r r1ri GOVLA\ SECTION E. SITE MANAGER INFORMATION:(required for rental properties containinntal units) Name of Managing Agent of dwelling unit, if any: Address of Managing Agent (no P.OB . Page 2 of 5 Town Hall Annex st i Telephone(631)765-1802 54175 Main Road } Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MailingAddress of Managing Agent:.. 3 C) E"`t - e) � � UP g g Telephone Number(s): Daytime-319 022G Evening Emergency Email Address: �[lyVal, KCkt'1 C� 1 r1�`) ® CTVLa1 SECTION F. PROPERTY DESCRIPTION: Number of Rental Dwelling Units on property:'. For each Rental Dwelling Unit set forth the Rental Dwelling Unit identifier (for example, Unit 1, Unit 2, Unit 3 or Apt A, B, C);the use of each room in the Rental Dwelling Unit (for example, Kitchen, Bedroom 1, Bedroom 2, Living Room) and the dimensions of each room. For properties with multiple Rental Dwelling Units use "Rental Permit Application Addendum." Rental Dwelling Unit Identifier: GAA Requested Maximum number of persons allowed to occupy Dwelling Un Number of rooms in Rental Dwelling Unit: M I y Use and Dimensions of each room in Rental Dwelling Unit:; rAc:t4� !0"X 1,3 t '1 2Y � �}`�(�� x' [ a ►3ecQ 3 I5�` Iif )4 111q � �'" 2-"1 e <.)Y 2d o f�1 6 lzLe. 2 a x 13 Page 3 of 5 4c ' 14, Town Hall Annex Telephone(631)765-1802 R' 54375 Main Road Fax(631)765-9502 P.O.Box 1 179 Southold,NY 11971-0959 y BUILDING DEPARTMENT TOWN OF SOUTHOLD SECTION G. INSPECTION: Pursuant to the Town Code of the Town of Southold Chapter 207 (Rental Properties), a safety inspection by Code Enforcement Official is required. If the owner chooses not to have said inspection performed by the Town, a certification from a licensed architect, a licensed professional engineer or a home inspector who has a valid New York State Uniform Fire Prevention Building Code Certification is required stating that the property which is the subject of the rental permit application is in compliance with all of the provisions of the code of the Town of Southold, the laws and sanitary and housing regulations of the County of Suffolk and by the laws adopted by the New York State Fire Prevention and Building Code Council. ❑ 1 am requesting a fire safety inspection to be performed by a Code Enforcement Official from the Town of Southold CSI 1 am submitting a completed Town of Southold certification form from a licensed architect or a licensed professional engineer. SECTION H. DECLARATION: Signature must be notarized and MUST be the owner of the dwelling unit. STATE OF NEW YORK) COUNTY OF SUFFOLK) .612 ;,.certify under penalty of perjury,the following: 1. 1 am the owner of the property identified in "Section A" of this application. 2. The property owner's legal address set forth in "Section B" of this application is my legal address and I understand the Town will use the address for service pursuant to all Page 4 of 5 $ S O- Town Hall Annex { Telephone(631)765-1802 54375 Main Road q Fax(631)765-9502 P.O.Box 1179 7 Southold,NY 11971-09.59 BUILDING DEPARTMENT TOWN OF SO TH®LD I applicable laws and rules. I further acknowledge that I will notify the Town of Southold Building Department of any changes of address.within five (5) days of any changes thereto. 3. 1 have read and received a copy of Chapter 207 of the Code of the Town of Southold and agreed to abide by the same. 4. 1 will notify the Town within five (5) business days as to any change to the information regarding Authorized Agent, Managing Agent, or Site Manager. Property Owner's Name: ✓ � ✓ Property Owner's Signature: Sworn to before me this day of20 r Official Notary Publi ignature and Original Notary Stamp GERI SCIORTINO NOTARY PUBLIC,State of New York No.01SC4789183 Qualified in Bronx County Commission Expires March 30,?'v'7-3 Page 5 of 5 Town Wl:Annex Telephone(63:1 :-75=;1:80?' 1),7 5 9502' Soutfioid�N.S'jfi:9'7,1=.0959' Buft, ING DEI'AR,'PMEN ;Pdrtn's:t6 be plife.d b�+a Ir`.cer se;arch ec l�e nserf::engirt: er or:lrc r ser :Harr e it spec or e arzste form�s:.regwirer�for:eaclz o$yjc q Rental Dweffing,tJr� Crr ,t eer aux ekLe �. ¢�fic _Y Aenta} P_ro,pertyCTM.`JJurrrber -- _ .:RentaF;Property Address:.. t�wner�Name Iie ... . ;R;enta} D:vue14-'!Unit Cdei tifJ"er.:-:_ 'i'i >N:uii�6:er&.Square foatage;•oF each;oecroorn=as.c9epci ed:in'the attaehe:d f}Dor.flan: (ise:'8edroorn 1'—. t�tls_q.,Bedr-drdr z.- sq,etc) PT property--:[lescr;'ipt;on:;(In�iu�;e'=ai'J':}rnprvv�m.ents�irid.ica�ed:.onsurvejr� l e�rtify.tt�.at}:f'aVe dci.riJa a pf }is:cai�ris•pec +art' fthse subje 'r;.yenta};dwell ng.-gnft;an.d�find That it,. �uJ}y:corrtp}idsvith,o{JJSe,prow}s.iocts of the Cone of'the T.ouun,af:5outho}d,the Resiclertiai Code. of New York=Sta e;the Bui}din '4946,6m ev+i'York: to of file Plittxi6irig Code`Q.f I ejnr'York Sfate, the F: el Gay _ f flew York State;_�andlhe Energy C6nsdeva dn,Construct'Qh Cbde o New Yorkist" kEo AFR?c� .. 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