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HomeMy WebLinkAbout50600-Z S�FFU'- Town of Southold out 8/23/2024 0 P.O.Box 1179 o _ - 53095 Main Rd 4,4 aol.� Southold,New York 11971 l� CERTIFICATE OF OCCUPANCY No: 45489 Date: 8/23/2024 THIS CERTIFIES that the building PORCH Location of Property: 5405 Rocky Point Rd,East Marion SCTM#: 473889 Sec/Block/Lot: 21.-1-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/15/2024 pursuant to which Building Permit No. 50600 dated 4/26/2024 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: front porch alteration to existing single-family dwelling as applied for. The certificate is issued to Kofmas A 2011GST Exempt Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth ized&nature SUFFe.t TOWN OF SOUTHOLD .'o.y BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50600 Date: 4/26/2024 Permission is hereby granted to: Kofinas A 2011GST Exempt Tr 805 West Rd Cutchogue, NY 11935 To: reconstruct existing front porch to existing single-family dwelling as applied for. At premises located at: 5405 Rocky Point Rd, East Marion SCTM #473889 Sec/Block/Lot# 21.-1-6 Pursuant to application dated 3/15/2024 and approved by the Building Inspector. To expire on 10/25/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $360.50 CO-ADDITION TO DWELLING $100.00 Total: $460.50 Building Inspector �aOF SOUTyO Q TOWN OF SOUTHOLD BUILDING DEPT. um, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND. [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING ['FINAL Pe4�_- [ ] FIREPLACE & CHIMNEY [ ] FIRE,SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL. REMARKS: 49644.4 tf6AJ DATE ova INSPECTOR MELD INSPECTION REPORT DATE COMMENTS I C> I,OUNDATION (IST) --------------------------------- FOUNDATION (2ND) O ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE 12 e, LiIL6? Alneno(Ak wn j1AkVWZ V/ LA FINAL ADDITIONAL COMMENTS 0 ilk �zz C 'z =o�oSufFot.rroa TOWN OF SOUTHOLD-BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao�� Telephone(631) 765-1802 Fax (631) 765-9502 hitps://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT p . E C E � V E for Office Use Only � f MAR 1 5 2024 PERMIT NO. �� Building Inspector: Applications and forms must be filled out in their entirety.Incomplete s.c,.wi; 44 SoWffio?d applications will not be accepted. Where the Applicant is not the owner,an. Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: y� -F)yl SCTM#1000- `I Project Address: 5 ��Iy��' /qar�4� /Vl 13y Phone#: �o�(,� �(o�- 1g58 Email: VA-0 M4 Mailing Address: 5-q65 rod Lfto _ CONTACT,PERSON: Name: Mailing Address: ,���j � ^6' /mil --.✓_v_�—�_63--- -- - -- Phone#: ���-33 j�-6yZZ Email: j@ /QYI�(f•C DESIGN PROFESSIONAL INFORMaATION:, Name Mailing Address: -- - A O� Phone#: 6 5 1- $'4g de�'-0, 14 — CONTRACTOR INFORMATION:. + 1� Name: —�r 61 coo � V hu- Mailing Acl ess Phone#: Email: � 8S PC lc , DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition 5Alteration,XRepair El Demolition Estimated Cost of Project: ❑Other $ -20on Will the lot be re-graded? ❑Yes []No Will excess fill be removed from premises? "Yes []No 1 I PROPERTY INFORMATION; Existing use of property: �QS1� M(� _ Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 11Yes,6No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.-The applicant agrees to comply with all applicable laws,ordinances,building code, housing code.and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class Nmisdemeanor pursuant to Section 210.45 of the.New York State Penal Law. Application Submitted By(print name): �d Jrl Q ��/�I��G buthorized Agent ❑Owner Pp eq Signature of Applicant: Date:___ -: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185056 SS: Qualified In Suffolk County COZY MISSton Expires April 14,2 � COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 ' c _ 5� Ya of 20a "I Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at 5V AW A&/ do hereby authorize to apply on my beh f to the T wn of Southold Building Department for approval as described herein. �-lam Owner's Signature Date Print Owner's Name 2 COMPLY WITH ALL CODES OF NEW YORK STATE REQUIRED AND CONDITIONS OF -S6�19 WN Z9A. ���YIAY - `�Pry APPROVED AS NOSE v 8B.605 1 U$IEES— ll DATE: t oY� �.. B.P.# ` .•�. „E � ��• S. o FEE:_—,��. B`� _ Q�� N�g•50'20 �Yx� �,,. e�� A+xm s'�1 '6a. o, NOTIFY BUILDING �,,PARTI4ENT AT 4o D � _G+� 765-1802 8 AM TO "JJPM FOR g n d ��� " sus wDOD o '�° a�� g �£ �oTOi o FOLLpWMIG INSPECTIONS: E a3 WR""M 4H 9 � 1. FOUNDATION - TWO REQUIRE `,' �� wow Btidac � z,_SSoaY FOR POURED CONCRETE N A s uEna0c k No S505 • + Vol 2. ROUGH - FRAMING & PLUMBIN33 c ,,, 3. INSULATION �'; o m� w`�>,,/°'W , �,'r,_sr• 0 4-..FINAL - CONSTR:'4TIC�N MUST z ,,,,� a oAR ROPw+E 'o BE-COMPLETE Fv. CAR _ •' A"" % p,o.B• ALL CONSTRUCTIO^' ar ALL MEET THE o m - ame O '� 5 '� OW�Af VA"Bw� 201 a3 REQUIREMENTS OF THE CODES OF EW .a•� m .9 a, YORK STATE. NOT RESPONSIBLE QR 001A � � DESIGN OR i' �, E is $ CONSTRUCTION ERR RS. N D t.Q�O J tD S •20� 1 1 STRATMORS ROAD SURVEY OF AERIAL LAND SURVEYING, D.P.C. NOM :OCAnONS AND EbSIENCE OF ANY 93 PROBST DRIVE MMMWAC_uTMM AND STWC1UR®NO LOT 1 SNIRIiY.NY 11987 CEERR16 OAMOONN9 N R CN ARE NOT 1RA!WABIE. PHONE: 033-707-0393 •E-MAIL• SURIMSOAERIAl1ANDSURVEYINO.COM WEBSITE, WWW.SCMUANDSURVEYINO.COM Rfl EVRWY 6 MM=TO ANY ENMW W MW AM ANY ORR MAP OF DISTRICT-1000 LOT:006.000 BLOCK:01.00 SECTION:021.00 %NMIM�D TOMMON A OR MMMM:O A ArMf -DUINN®ALRRAIl01 O4 ADq A N A N W A TAa BF3L A STRATMORS ESTATES AT EAST MAP/FILE NO.: 3723 ��amc�ra m'MMWAAYMNL r MARI ON FILED ON FEBRUARY 20, 1963 AS MAP No. 3723 MAP OF: "MAP OF STRATMORS ESTATES AT EAST MARION" .e. StTUA TE TITLE NO.: 20-33985 MAP FILED DATE: FEBRUARY 20. 1963 EAST M A R I O N, TOWN OF S O U TH O L D COUNTY TAX MAP ID: 1000021000100006000 SUFFOLK COUNTY, NEW YORK SITUATED AT: EAST MARION, TOWN OF SOUTHOLD TAX No. 1000021000100006000 SCALE 1"=30' SUBDIVISION MAP LOT S: 1 DECEMBER 4, 2020 o EXANDER KOFINAS 2011 GSTEXEMPTION R ST a , w IXANDER KOFINAS-0TRUSTEE ° AREA = 20,253.45 sq. ft. GEOROE 0 S R STEE A 4 3 0.465 ac. w FI C T E S RA P JOB ND.: 20-945- p DATE DECEIIBER a 2020 Cn W 188.68 EXISTING HOUSE FOUNDATION WALL 5405 ROCKY POINT ROAD, EAST MARION, NY 11939 SCOPE OF WORK: � .—.—.—.—.—.—.—.—.—.—.—.—.... ... ... —'—'—'—'—'—'-� M■ .MANS OURI W A SECTION: 021, BLOCK: 01.00, LOT: 006.000 5405 ROCKY POINT ROAD, N I (HATCHED)OF Cn ZONING ANALYSIS � (D� N ATCHO PROPOSED ED)ORK T EAST MARION, NY, 11939 RECONSTRUCTION ■ j I O OF OPEN PORCH. ZONING DISTRICT: R-40 ZONE: R-40, SECTION: 021 I I �-- x PHONE: 631 . 848 . 2769 z LOT AREA= 20253 SF. BLOCK: 01.00, LOT: I I 00 631 . 424 . 6811 uj NO CHANGE TO TOTAL HOUSE AREA I EHOUES,(NO RY I RECONSTRUCTION OF EXISTING GE) -o BUILDING HEIGHT=2 STORY/30'<2 /33' OK,NO CHANGE. I ! o O EMAIL:SPACEDESIGN@OPTI MUM.NET CD z OPEN FRONT PORCH w I I -i 301 EAST 19TH STREET, HUNTINGTON STA. NY 11746 1— PRINCIPAL FRONT YARD=67.4'>60'OK. NO CHANGE. i I WWW.MBMARCHITECT.COM cn EACH SIDE YARD MIN 15' , OK, NO CHANGE. 70 z REAR YARD = 53.1' <60' , NO CHANGE I I 0 DATE ISSUED PURPOSE Lu I I s' N I 12-8-2023 BULIDING DEPARTMENT z �cy) I o I 8-12-2024 BULIDING DEPARTMENT _ 9. 8'-0"' 8--53 f 201.83' EXISTING PORCH Of , Of CONCRETE FOUNDATION N R e. O a p U ° a STRATMORS ROAD p ° D PROVIDE 12'x 3'x 4" n p°b n p y e n ° J CONCRETE SLAB p ° PLOT PLAN 5405 ROCKY POINT ROAD., LEGEND: U TO RECIEVE STAIR FRAMING Z NOT TO SCALE EAST MARION, NY, 11939 P.T. PRESSURE TREATED SECTION: 021 A BLOCK: 01.00 LOT: 006.000 4r � � -�* 0 SITE INFORMATION FROM: AREAL LAND SURVEYING, D.P.C. 'r,� ;�; ` i DATED : DEC., 04, 2020 � FRONT PORCH FOUNDATION PLAN Q (D SCALE: 1/4" = 1' J J Q 0 O = A Q EXISTING HOUSE m 75 W Lu U) LLcq I I O I Q -IE3F I I 1"x 6"P.T. DECK j BOARDS.(WOOD OR I - LLl I x COMPOSITE). , N00 I I DOB APPROVAL SEAL 8'-01 I I 8'-5311 ------------------- 4 -------- z-------------- jv ----------------w f------------------ ------------------- -�Ir �I � I I I I I I I I I I I I I 'w _� LJ LJ cn - ------------ -------------- - Q I I SEE SECTION A-A FOR PORCH FRAMING ON A-1 0 z i UP4^ I I L------------------------------------J Cn A I— LL PROJECT: O RECONSTRUCTION OF w FRONT PORCH PLAN EXISTING OPEN FRONT PORCH 2-7 SCALE: 1/4" = 1' FRONT ELEVATION SCALE: 3/16" = 1' 5405 ROCKY POINT ROAD, O EAST MARION, NY 11939. Z SECTION: 021 Q BLOCK: 01.00 LOT: 006.000 O H Q LU n� DRAWING: W _J13PLOT PLAN, ZONING ANALYSIS, ID SCOPE OF WORK, PORCH FOUNDATION Q AUG 5 ��� PLAN, PORCH PLAN, FRONT ELEVATION, NOTES. m BUII.I rN(;DEFT. TOWN arsomlof z- -FL y SCALE: AS NOTED TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA IJ_ SEAL&SIGNATURE: DATE: 11-13-2023 ,(_pED f' &C PROJECT NO: 2023-11 O GROUND WIND DESIGN SUBJECT TO DAMAGE FROM 'Co V(� B. DRAWING BY: MM ( WINTER DESIGN ICE BARRIER FLOOD HAZARDS AIR MEAN � � � SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORN SEISMIC TEMPE UNDERLAYMENT FREEZING ANNUAL TEMP REQUIREMENTS INDEX '/Z LOAD DESIGN WEATHERING FROST LINE TERMITE) EFFECT REGION , Q CHECKED BY: MBM MPH DEBRIS ZONE CATEGORY DEPTH }; G ;0 DWG.NO: r w 20 Lb 130 YES NO NO B SEVERE 36" MOD/HEAVY 15° YES NO 1500 OR< 45' " ~ E ZD A- 1 . 00 0 4 CAD FILE No: 1 of 2 O 0 w AV MBMANSOURI U) EXISTING PROCH ROOF ARCHITECT, • . . V- FRAMING TO REMAIN O PHONE: 631 . 848 . 2769 Z 631 . 424 . 6811 w pia MIN EMAIL:SPACEDESIGN@OPTIMUM.NET � EXISTING (2) 2" x 12" P.T. BEAMS (2) 2 x 12 P.T. BEAM f— • 301 EAST 19TH STREET, HUNTINGTON STA. NY 11746 8 x 8 FIBERGLASS 1NWW.MBMARCHITECT.COM Z STRUCTURAL COLUMN GAUR POSTD =�� w DATE ISSUED PURPOSE M w 12-8-2023 BULIDING DEPARTMENT = 36" HIGH = o I— P.T. RAILING & HANDRAIL AS PER = z z NYS RES. BUILDING CODE a o co GAURD SEE DETAIL ON A-2 Z " POST 8-12-2024 BULIDING DEPARTMENT 1"x 6"P.T. DECK a 0 BOARDS.(WOOD OR = U = 13"TREAD-AS PER 2020 COMPOSITE). NYSRC R311.7.5.2 MIN. 9" NOSING OF S7FP LEVEL ,,<_2. 4,_2314 7 1/2" RISER-AS PER 2020 2 x 10 P.T. F.J. 12"O.C. NYSRC R311.7.5.2 MAX 8 1/4" MAX �Q ;• 2 x 6 P.T.TO BE BOLTED TO PROVIDE 2" x 1 " P.T. LEDGER M;N 4°x 4"POST,TYPICAL @ GRADE CONCRETE FOUNDATION I DO NOT NOTCH BOARD BOLTED ----------------� I (WITH 1/2" DIA. ® o I NONCIRCULAR CIRCULAR RECESSED PROVIDE 12' x 3' x 4" --� I THROUGH BOLTS I z I T „CONCRETE SLAB I I p� 16 O.C. [2020RCNYD-R311.7.8.3 TYPE 1] [2020RCNYS-R311.7.8.3 TYPE 11] (2)1/2"DIAMETER 2020 RCNYS-R312.1.3-OPENING SHALL NOT ALLOW EXISTING PORCH I PERIMETER:4"-61/4" PERIMETER:>6 114" THROUGH-BOLTS THE PASSAGE OF A 4"DIAMETER SPHERE CONCRETE FOUNDATION � TO RELIEVE STAIR FRAMING I I STAGGERED) TO AND WASHERS i I (THE TRIANGLE OPENINGS FORMED BY THE RISER,TREAD LEGEND' HOUSE WALL . AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A USE JOIST HA GER FOR HANDRAIL GRIP SIZE STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT z I i JOIST/LEDGER CONNECTIONS. I NOT TO SCALE A SHERE 61NCHES CANNOT PASS THROUGH). P.T. PRESSURE TREATED L—J------- = GUARDS & GUARD OPENING LIMITATIONS c� SCALE: 3/4" = 1' Q SECTION A-A O SCALE: 1/4" = 1' w J J Q J O m � 2 EXISTING PROCH ROOF Uj EXISTING PROCH ROOF FRAMING TO REMAIN w FRAMING TO REMAIN w U) LL_ z w 36" HIGH ZD 36" HIGH P.T. RAILING & HANDRAIL AS PER P.T. RAILING & HANDRAIL AS PER DOB APPROVAL SEAL �-- NYS RES. BUILDING CODE NYS RES. BUILDING CODE C/) SEE DETAIL ON A-2 SEE DETAIL ON A-2 Z w 17 Q Z _ GRADE GRADE co _ ~ PORCH NORTH ELAVATION PORCH SOUTH ELAVATION U- PROJECT: O SCALE: 1/4" = 1' SCALE: 1/4" = 1' RECONSTRUCTION OF w EXISTING OPEN FRONT PORCH Z O 5405 ROCKY POINT ROAD, EAST MARION, NY 11939. 0 SECTION: 021 BLOCK: 01.00 w . A. LOT: 006.000 O LLJ • I . Q SIMPSON STRONG-TIE H2A Simpson Strong-Tie 9 DRAWING: TO BE INSTALLED @ 16"O.C. AC4 FASTENERS F- TO RAFTERS/TRUSS TO PLATES TOTAL NO. FASTENERS (2)8dx11/2"(5)Sd x 1 1/2" BEAM POST FRONT PORCH, (8) 16d NORTH AND SOUTH ELEVATIONS (8) 16d SECTION A-A, FRAMING DETAILS AND NOTES. m 2 EXISTING F _ CONNECTION DETAILS SCALE: AS NOTED 0 NOT TO SCALE SIGNATURE! DATE: 11-13-2023 n— EQ APO PROJECT NO: 2023-11 O0�� (C DRAWING BY: MM CHECKED BY: MBM .� DWG.NO: wA-2 . 00 6 � OOF ���� CAD FILE No: 2 Of 2 0 Cn W U_ 188.68' fiLj EXISTING HOUSE FOUNDATION WALL 5405 ROCKY POINT ROAD, EAST MARION, NY 11939 SCOPE OF WORK: �6�-.....— — — ............—'— ......... — ......-� ■ ■ W A SECTION: 021, BLOCK: 01.00, LDT: 006.000 /� o N I (HATCHED) 5405 ROCKY POINT ROAD � ZONING ANALYSIS —� N AREA OF WORK EAST MARION, NY, j `° j RECONSTRUCTION PROPOSED ARCHITECT� P.C. LL j I OF OPEN PORCH. O ZONING DISTRICT: R- 40 ZONE: R-40, SECTION: 021 PHONE: 631 . 848 . 2769 I— BLOCK: 01.00, LOT006.000 ILOT AREA= 20253 SF. Oz n 631 . 424 . 6811 W NO CHANGE TO TOTAL HOUSEAREA i EXISTING 2 STORY I BUILDING HEIGHT=2 STORYI30'<2 133' OK,No CHANGE. RECONSTRUCTION OF EXISTING I ROUES,(NO CHANGE) EO I o v o O 301 EAST 19TH STREET, H NOT NGTON STA. NY 11746 OPEN FRONT PORCH I to z I— PRINCIPAL FRONT YARD=67.4'>60'OK. NO CHANGE. U) EACH SIDE YARD MIN 15' , OK,NO CHANGE. I I WWW.MBMARCHITECT.COM Z REAR YARD = 53.1' <60' , NO CHANGE I I 0 DATE ISSUED PURPOSE W I N I 12-8-2023 BULIDING DEPARTMENT Z M 8'-0111 8'_0111 - - - - - - - - _ 201.83' 14" DIA. ( MIN. ) CONCRETE LL' FOOTING, 3' DEEP OR TO LJ 2J LJ w �- UNDISTURBED SOIL.—� �- WITH 6 x 6 P.T. SOLID POST O USING ADJUSTABLE POST U BASE ( TYP. FOR 4). D STRATMORS ROAD SEE CONNECTION DETAILS ON A-2 Z D . e p ° PROVIDE 12'x 3'x 4" ADe CONCRETE SLAB L 5405 ROCKY POINT ROAD., LEGEND: J TO RECIEVE STAIR FRAMING PLOT PLAN z - NOT TO SCALE EAST MARION, NY, 11939 P.T. PRESSURE TREATED SECTION: 021 U) A BLOCK: 01.00 LOT: 006.000 APP 0 ED AS NOTED SITE INFORMATION FROM:AREAL LAND SURVEYING, D.P.C. � DATED : DEC., 04, 2020 DA • P. FRONT PORCH FOUNDATION PLAN F BY NOTIFY BUILDING DEPART AT SCALE: 1/4" = 1' 631-765-1802 8AM TO 4PM FOR THE W FOLLOWING INSPECTIONS: J 1. FOUNDATION-TWO REQUIRED _I FOR POURED CONCRETE —1 2. ROUGH-FRAMING&PLUM ING' < 3. INSULATION U) A 4. FINAL-CONSTRUCTION"MUST 0 BE COMPLETE ALL CONSTRUCTIONO HA C.O.MEET THE 0 A EXISTING HOUSE REQUIREMENTS OF THE CCDFS01 NEW V I YORK STATE. NOT DESIGN OR COINSTRUC I UIv Lhj-1vji6 CY] 0 _ W U cn - -- -- O o 1"x 6"P.T. DECK I-- a BOARDS.(WOOD OR -_ COMPOSITE). , W N — 00 8'-01" 8'-01" DOB APPROVAL SEAL z COMPLY WITH ALL CODES OF W _ NEW YORK STATE &TO�NN CODES SEE SECTION A-A FOR PORCH AS REQUIRED AND CONDITIONS OF I-- - r - ------------------------------ - i FRAMING ON A-1 - SDLiTIiDLDT 1N Z5A Q ' SORD O�ViN PLA.NN(P�G EGnhD CD UP4R ...._._ Sa ,TOLD TOV, TRUS ES I ' Z �-- — I 4. .S,DEC SOUtHOLD HPC SCHD A U) LL F— PROJECT: 0 ..UCC�PANCY RECONSTRUCTION OF W FRONT PORCH PLAN OR OPEN FRONT PORCH Z SCALE: 1/4" = 1' FRONT ELEVATION USE IS UNLAWFUL SCALE: 3/16" = 1' 5405 ROCKY POINT ROAD, 0 MTHOUT CERTIFICAF EAST MARION, NY 11939. z "'JF OCCUPANCY SECTION: 021 Q BLOCK: 01.00 0 ELECTRICAL LOT: 006.000 H INSPECTION REQUIRED Z LLJ Q DRAWING: PLOT PLAN, ZONING ANALYSIS, III c��ct'f.vt „ e,...r SCOPE OF WORK, PORCH FOUNDATION <C installed, replaced or PLAN, PORCH PLAN, FRONT ELEVATION, 0 0 repaired shall conform NOTES. to Chapter 172 oft e To,m Code SCALE: AS NOTED w TABLE R301 .2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SEAL&SIGNATURE: DATE: 11-13-2023 n RED A&c PROJECTNO: 2023-11 WIND DESIGN SUBJECTTO DAMAGE FROM �GJ B. 44 U GROUND� SEISMIC WINTER DESIGN ICE BARRIER FLOOD HAZARDS AIR MEAN J Otis, DRAWING BY: MM„ SNOW O SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORN TEMPE UNDERLAYMENT FREEZING ANNUALTEMP LOAD (MPH) EFFECT REGION DEBRIS ZONE DESIGN WEATHERING FROST LINE TS INDEX TERMITE REQUIREMENTS Z G CHECKED BY: MBM z CATEGORY DEPTH Q W -�' — w DWG.NO: 20 Lb 130 YES NO NO B SEVERE 36" MOD/HEAVY 15° YES NO 1500 OR< 45° N A- 1 . 00�361 U 9T 9� �O QF O F N E 1 CAD FILE No: 1 C!7 U 0M.B.MANSOURI EXISTING PROCH ROOF �+ � ' ■C�+ co FRAMING TO REMAIN ARCHITECT, P.C. LIL O PHONE: 631 . 848 . 2769 PROVIDE (2) 2" x 12" P.T. BEAM 631 . 424 . 6811 Z ON POSTS. USE JOIST HANGER LL! FCR JOIST/BEAM CONNECTIONS. (2) 2 x 12 P.T. BEAM 111T MIN EMAIL:SPACEDESIGN@OPTIMUM.NET � 6 x 6PRESSORE-PRESERVATIVE TREATED 301 EAST 19TW MBMARCHIT CTCOM STA. NY 11746 POSTS ON FOOTING W U) USE ADJUSTABLE POST BASE (TYR FOR 4 ). RC�AURD DATE ISSUED PURPOSE GAURD36" HIGH POST Lu P.T. RAILING & HANDRAILAS PER = '- NYS RES. BUILDING CODEZ12-8 2023 BULIDING DEPARTMENT -.JSEE DETAIL ON A-2 1°x 6°P.T. DECK Zm Z BOARDS. (WOOD OR M 13"TREAD-AS PER 2020 COMPOSITE). U = NYSRC R311.7.5.2 MIN. 9" NOSING OF S EP LEVEL 0 7 1/2" RISER-AS PER 2020 2 x 8 P.T. F.J. 16"O.C. e e e e 1 1/4",3/4" e • e e � NYSRC R311,7.5.2 MAX 8 1/4" """-r (2)2 x 12 P.T. BEAM PROVIDE 2" x 0" P.T. LEDGER n2114"MAX TO SUPPORT I Z �� � GRADE PORCH F.JOISTS I I BOARD BOLTED � MIN �� a°xa^PosT,TYPICAL I (WITH 1/2" DIA. m z DO NOT NOTCH V PROVIDE 12'x 3'x 4" z i I THROUGH BOLTS �(� CONCRETE SLAB '�; [ I @ 16" O.C. NONCIRCULAR CIRCULAR RECESSED V (TO RELIEVE STAIR FRAMING STAGGERED) TO t 2020 RCNYD•R311.7.8.3 TYPE I 1 [2020 RCN'S-R311.7.8.3 TYPE II 1 (2)1/2"DIAMETER 2020 RCNYS-R312.1.3-OPENING SHALL NOT ALLOW z i i HOUSE WALL. PERIMETER:4"-6 1/4" PERIMETER:>61/4" THROUGH-BOLTS THE PASSAGE OF A4"DIAMETER SPHERE. 0 I USE JOIST HA GER FOR AND WASHERS (THE TRIANGLE OPENINGS FORMED BYTHE RISER,TREAD LEGEND: J PROVIDE 14" DIA. ( MIN. ) CONCRETE i JOIST/LEDGE CONNECTIONS. AND BOTTOM RAIL OFA GUARD AT THE OPEN SIDE OF A H A N D RA I L G R I P S I Z E STAIRWAYARE PERMITTED TO BE OF SUCH A SIZE THAT FOOTING, 3' DEEP OR TO I ______ APHERE 6 INCHES CANNOT PASS THROUGH). P.T. PRESSURE TREATED z UNDISTURBED SOIL. INSTALL 6 x 6 �______ NOT TO SCALE PRESSURE-PRESERVATIVE TREATED W POSTS ON FOOTING (NYSRC-TABLE R507.3.1) GUARDS & GUARD OPENING LIMITATIONS = USING ADJUSTABLE POST BASE (TYP. FOR 4 ). � SEE CONNECTION DETAILS ON A-2 SCALE: 3/4" - 1' _j SECTION A-A Q O SCALE: 1/4" = 1' uj J Q J O Q EXISTING PROCH m OF EXISTING PROCH ROOF FRAMING TO REMAIN cfj FRAMING TO REMAIN LLJ U_ ne Lu to LL• O Z Lu 36" HIGH 36" HIGH � P.T. RAILING & HANDRAILAS PER DOB APPROVAL SEAL P.T. RAILING & HANDRAILAS PER NYS RES. BUILDING CODE larf NYS RES. BUILDING CODE SEE DETAIL ON A-2 I— SEE DETAIL ON A-2 W Z W H W Q GRADE 0 GRADE Z — cn = PORCH NORTH ELAVATION PORCH SOUTH ELAVATION PROJECT: O SCALE: 1/4" = 1' SCALE: 1/4" = 1' RECONSTRUCTION OF ry EXISTING OPEN FRONT PORCH W 5405 ROCKY POINT ROAD, EAST MARION, NY 11939. O p SECTION: 021 Z BLOCK: 01.00 Q • . A. • LOT: 006.000 ry O le e e F-- SIMPSON STRONG-TIE H2A Simpson Strong-Tie DRAWING: W TO BE INSTALLED @ 16"O.C. AC4 FASTENERS O RAFTERS/TRUSS TO PLATES TOTAL NO. FASTENERS Simpson Strong-Tie (s)ed x 1 1/2" ABA44 FRONT PORCH, (z)6a X 1 1/2° (8) 16d 'BEAM BEAM POST FASTENERS: (6) 10d NAILS NORTH AND SOUTH ELEVATIONS SECTION A-A, FRAMING DETAILS AND Q NOTES. EXISTING = CONNECTION DETAILS SCALE: AS NOTED NOT TO SCALEOf SEAL8 DRARC DATE: 11-13-2023 � ��CO Jp B`�A4 T� PROJECT NO: 2023-11 O � ��O 'I s0G �� DRAWING BY: MM CHECKED BY: MBM DWG.NO: LLl � 03619 OF '1 � A-2 . 0 0 9�F NE�y U CAD FILE No: 2 Of 2 O 0