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Home My WebLink About51293-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51293 Date: 10/18/2024 Permission is hereby granted to: James B Mclaughlin 515 Narrow River Rd Orient, NY 11957 To: Construct additions and alterations to raise an existing single-family dwelling, add a second story sunroom and deck additions as applied for. Floodplain Development Permit required. Premises Located at: 515 Narrow River Rd, Orient, NY 11957 SCTM# 26.-3-9 Pursuant to application dated 08/23/2024 and approved by the Building Inspector. To expire on 10/18/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $484.50 CO Single Family Dwelling-Addition /Alteration $100.00 Flood Permit $150.00 Total $734.50 Building Inspector ea i TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 a� Telephone (631) 765-1802 Fax (631) 765-9502 littps://www,,SOLItlioldtowraiy.gov Date,Received .„, APPLICATION FOR BUILDING PERMIT p For Office Use Only PERMIT NO, I Building Inspector. AUG Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUMDING DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN i)F SOUTRO17 Date: '• �„ ,.. OWNER(S)OF PROPEL N a m e: . MG � / ,,4"Z y B-� SCTM#1000- Project Address: 2�1 5 0I& J P-( m 4 Phone#: Emai1: lG ti 1i i * Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Ernaik CONTRACTOR INFORMATION Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure kAddition XIteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �� Will the lot be re-graded? aes [--]No Will excess fill be removed from premises? ❑Yes �lo 1 r '., ' 77 1 , 1,,,y � ar /n FIRM r�ll�r/ � dill�fi//lii.'�1,�/��ii%�f/��/Gjlf///!�%%✓I%i�/%%%/i/l��/i/�„ ,, % � ;,;,,; err ,�,,,, ,-,' , / ?r/ Intended use of property Zone or�sp dastFict►n wh►ch premises as'situated; , Are there any covenants and restrictions with respect to th�ls'property7 ❑Yes. IF YES, PROVIDE A COPY. /r a�i�r//rl � v„ ;, �✓G'� I i / Ply' /,,, ,Y/W,'�;,r!�� 1 �Mu +, r�u/�iti /;1u r� dry' Application Submitted By(print ham h lam. ��• L►9Authorized Agent ❑Owner Signature of Applicant. Date: CONN'IE D,BUNCH STATE OF NEW YORK) Notary Pubil ,'State=of Near York Now'ljBU5i550501 SS: Oualified Ara SUffolk County COUNTY OF Co Mlsslon E�XPires April 14,2 r being duly sworn, deposes and says that(s)he is the applicant individual signing contract)above named, ��sa►d�owner or o ner�'and is dul au�Contr �o � �t' Cor orate Officer,etc. p ) y thorjz , to c rM or have performed the said work and to make and file this �, �,U/� 1lU//y ri /�/ r�°/� r/%ti / �� Sapp icatign,rthat�lUstatements,contained in this application are true to the best of his/her knowledge and belief; and �% ,��thatithe work'w►Il�e performed in the manner set forth in the application file therewith. �� ii% �i/%rr��✓"'�fib°�l/i/ /,/��i r'//i�f ' Notary Public rr�/�:; „/� AUTHQ ZATION (Where the:applicat is not the owner) /' / ✓ / re5ldtn at 11 /�/ l/p /� /� „/ „>r// �i/o, U �lh �JuthQ�►x ' 41 apply on 'r PP y ,, m p + of� Y tbp Nf11 ID�partme�nt-for app�owal a�� descrit�ec� herein. N 11 24/''r"m'�o V, APO Date, Prfl�t�ultrr � a a r ROOFING TO MATCH EXISTING OVER z" RATED SHEATHING. PROVIDE STRAPPING AT ALL CONNECTIONS 2"x 8' RAFTERS @ I G"OC WITH 7.5"SPRAY-IN CLOSED CELL FOAM INSULATION (R-49) METAL 3TRAP5 PER CODE JOIST iANGER5 GYP BOARD ON 2"x 8" CEILING JOISTS NEW BALCONY STRUCTURE 2"x G" RAME WALL WITH R-1 5 BATT INSULATION AND R-13 (2") 5RAP-11h CLOSED CELL FOAM INSULATION PROVIDE STRAPPING AT ALL CONNECTIONS 2"x8" @ IG"OC WITH R-22 BATT INSULATION 0 m ENTIRE STRUCTURE TO BE z TH. AZEK. RAISED AND PLACED ON (2) 2"x G"W/ I"CLADDING EXISTING UCTURE EXISTING STRUCTURE TO BE TALLER FOUNDATION AS BOTH SIDES. RAISED AS INDCATED INDICATED PROVIDE STRAPPING AT ALL CONNECTIONS PER CODE ADD CONCRETE BLOCKS AS PROVIDE 8'X 1 2"ANCHOR BOLTS @32" o.c SHOWN. PROVIDE VERTICAL #5 REBAR @ I G"O.C. IN PROVIDE METAL STRAPPING CONCRETE FILLED CELLS. FROM FOUNDATION TO EACH STUD EMBED REBAR 1 2' INTO EXISTING FOUNDATION WITH EPDXY proposed fin floor elevation 1 1.0' G"X G" POST ON GALVANIZED PROVIDE NEW PRESSURE TRE4TED SILL METAL POST HOLDER PLATES WITH TERMITE 5HIELDON TOP EXTEND BLOCK FIER AS OF FOUNDATION WALLS NECESSARY NEW CONCRETE BLOCK ON FILL EXISTING BASEMENT TO proposed < —I I—I I=I I—I I—I I—III I I I= TOP OF EXISTING FOUNDATION VALL5 LEVEL WITH GRADE OUTSIDE '� THE STRUCTURE. INDICATES HEIGHT OF =1 I—I I—III III=III=III —I I—I I I—III=III—III—_ - FLOW-THRU VENTS =I I I=I I I=existing grade 4.4'I III=1 i t=1 I I I I E 11M I I=III=III=1 I == PROVIDE 2" CONCRETE SLAB N —I I—�— _ ex1stjng gr; III III III=III I=III=III=III=III=III=III III=III=III=III=III=III=III=III=I SECTION A _ III it III- II III III III III I III III III III III I _ �` zteF'". II I i � t McLAUGHLIN RESIDENCE Robert I. Brown zo Bay Ave. Greenport NY ADDITIONS & RENOVATIONS 515 NARROW RIVER ROAD Architect, P.C. in o@ribrownarchitect.com 631-477-9752 OCTOBER 17, 2024 ORIENT, NY scale: 1/4" = 1' 3 Ass�sso�s ISSUES/REVISIONS O?J,, 3 9 RESIDENTIAL GENERAL NOTES I/2'SPACING HOLD MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA ALLOW INSTALLL ATIONATIONDOWN 1. THI5 PROJECT 15 THE LIFTINFG OF A TWO STORY WOOD FRAME SINGLE FAMILY RESIDENCE, LIFTING GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNY5 2020 AND ENLARGING DECK5, AND ADDING A 5UNNING AREA ON THE SECOND FLOOR IN AN R-40 ZONE. WIND SPEED (ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.30) BCNY5 2020 CORNER STUD SEISMIC DE51GN CATAGOKY B (PER SECT. 16 13 BCNY5 2020 END WALL CONNECTED TO 2. THE EXISTING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE TRAN5FER 5HEAR 2020 15 25'-3". THE HEIGHT OF THE I'KOP05ED WORK 15 30'-4" WINTER DESIGN TEMP I I If (PER TABLE N I 10 I .2) FLOOD ZONE N/A (PER FEMA MAP) (2)16d COMMON 3. THE TYPE OF CONSTRUCTION 15 T`(PE V (B). ::I NAIL5 @ 0 O.C. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK FROST LINE DEPTH 36" WEATHERING PROBABILITY SEVERE (PER BCNY5 2020 � Ftio� STATE, 2020 EXISTING BUILDING CODE of NEW YORK STATE, AND THE AF t PA WOOD FRAME DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) a�3� 44` CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. 5. DESIGN LOAD CALCULATION ARE EASED ON: PER TABLE 1607.1 BCNY5 2020 LIVE LOAD: AS PER TABLE R301.4, BJILDING CODE of NEW YOM STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 CORNER DEAD LOAD: CALCULATED A5 PER R301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 P51 SNOW LOAD: 20 P51 GROUND SNOW LOAD (AS PER FIG. R301 .2(5) BCNY5 2020. ATTICS WITH LIMITED STORAGE 20 P51 ATTICS OLDDOWN ATTICS WITHOUT STORAGE 10 P51 WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. STAIRS 40 PSI AS NEEDED I/2"=I'-O" LOCATION LIVE DEAD DELECT LIMIT 15T.FL. 40 LB. 12 U3GO RIDGE TEN51ON5TRAP 2ND.FL. (SLEEP AREA) 30 LB. 12 U360 NAILING SCHEDULE ATTIC (NON STORAGE) 20 LB. 10 L/3G0 (PER AF� PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 LB. y 5 U360 ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDITION) LAND N/F OF G. THE ARCHITECT A55UME5 NO REE-PON51BILITY FOR THE CONSTRUCTION MEANS, METHODS, JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING IDGE Ro J❑HN CARTER TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING -A I LAND N/F OF 51k CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER NINA ESH❑❑ GARDEN 99 gp' PIPE OPED SEAT THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILIl-Y OF FITNESS FOR A SPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T J015T HANGER. OR IMPLIED IN THE USE OF THESE PLNN5. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP WOOD BEAM PER WFCM 513C TABLE 2.4 01 E is A CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP PROVIDING EA.8D COMMON NAIL5 N 49°32 00 pIS p 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE RIDGE IN EACH END OF 1-1/4'20 GAGE 5TRAP5 RIDGE STRAP (EACH END) 2 PER TIE PIPE DRAWINGS. FOLLOW DIMENSIONS ONLY. FOR 120 MPH FA5TE5T ND 5PEED. 8. CONTRACTOR(S) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR BLOCKING TO RAFTER(FOE-NAILED) 2-Sd EACH END WA RIDGE CRO55 SECTION END VIEW , + RE FENCE RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END 0 F� 4 DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS 0•�S `gip CDNOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO WALL FRAMING TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT GARDEN i° COMPLETE THE WORK. ao 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 6d JOIST EA.SIDE STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. O AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES - 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d,3-16d,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY Z OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END J015T OR BLOCKING (FACE-NAILED) 2-I Gd PER FOOT 0 IV FOUNDATION5 FLOOR FRAMING °O 1. A55UMED SOIL BEARING CAPACITY, 1 ,500 lb./561.Ft. JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T • �p O 2. CONCRETE TO BE PLAIN, REINFORCED, 3,000 P51. -28 DAY TEST. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END _ - M.H. 3. ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 4. ALL NEW CONCRETE BLOCKS SHALL BE REINFORCED AND FILLED IN ALL BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK F� CELLS. LEDGE STRIP TO BEAM (FACE-NAILED) 3-I Gd EACH JOIST �7 J015y,ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T GENERAL CONSTRUCTION BA D J015T TO J015T(END-NAILED) 3-16d PER J015T ; 1. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR ROOF SHEATHING EXTEND EXIST G DECK REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE N'ORK. 5TRUCURAL PANELS 8d (TABLE 3.8) PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x 2. FRAMING ELEMENTS: DIAGONAL BOARD SHEATHING 20 GAGE5TRAP FOR LATERAL/5HEAR CONNECTION N A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No.2 I x6 OR I x8" 2-8d PER SUPPORT AT RAFTER WALL CONNECTION(TABLE 3.38)WFCM-1995 0 a OR BETTER. I N10"OR WIDER 3-8d PER FOR 120 MPH FASTEST WIND 5PEED.SUPPORT o v = LAND N/F OF B. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL EXISTING WOO DECK TOEUGENE ❑LIVA CONNECTORS BY 51MP50N OR APPROVED EQUAL. CEILING SHEATHING A C. NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10" FIELD rn s BE REBUILT AT IGHER ALL 2"x6"STUDS SHALL RECEIVE (5) 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE Z GALVANIZED. SEE ATTACHED NAILING SCHEDULE, WALL SHEATHING ELEVATION D. PLYWOOD SHEATHING TO BE: NAILED 8d NAILS @ 4" O.C. EXTERIOR EDGES AND Gd NAILS @ 1 2" 5TRUCURAL PANEL 8d (TABLE 3.9) LAND N/F ❑F m �` Rs INDICATES EXISTING O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. FIBERBOARD PANELS BENJAMIN PARD❑ EXISTING ELEVATION SPOTS 3.TYPE CONNECTORS BY"51MP50N"OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE 7/1 G" 8d 3"EDGE/6" FIELD GARAGE GF 4.7 THESE PLANS ARE AN INSTRUMENT OF SERVICE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 25/32" 8d 3"EDGE/6" FIELD AND ARE THE PROPERTY OF THE ARCHITECT. 4. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. GYPSUM WALLBOARD 5d coolers 7EDGE/ 10" FIELD FLOOR F`� INFRINGEMENTS WILL BE PROSECUTED 5. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING HARDBOARD 8d (TABLE 3.9) J015T stp FILL TO PROPOSED NEW SCHEDULE) PAKTICALBOARD PANELS 8d (TABLE 3.9) EXISTING 2 STORY WO D GRADE AS SHOWN. Q 2024 ALL RIGHTS RESERVED G. FLASHING AT ROOF CONNECTION_i, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. FRAME S.F.R. TO BE �` 7. STEP FLASHING SHALL BE USED Af ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT DIAGONAL BOARD SHEATHING ; RAISED TO FIN. FL. ''' L REQUIRES APPROX. 185 STEP FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND I"x6"OR I"x8" 2-8d PER SUPPORT CUBIC YARDS OF CLEAN CHIMNEY, AND ROOF AND WALLS. I N I O"OR WIDER 3-8d PER SUPPORT ELEVATION 1 1 .0' 3 FILL. FLOOR SHEATHING '8 ao N ANISHES STRUCURAL PANELS PROVIDE 8x Sd COMMON NAILS IN EACH END A ,AND x EXISTING WOOD DECK T Robert I. Brown 20 GAGE STRAP @ROOF TO WALL,WALL TO WALL,AND 7• ' I" OR LE55 8d 6"EDGE/ 1 2" FIELD WALL TO FOUNDATION CONNECTION5(TABLE 3.35) BE REBUILT AT HIGHER �=� ' ` GREATER THAN I" I Od 6"EDGE/6" FIELD Ja FOR 120 MPH FASTEST WIND SPEED. ELEVATION "~ G 5• 7 Architect P.C. HVAC DIAGONAL BOARD SHEATHING 3 .�'r°.:;.; y - J NEW GRAVEL DRIVEWAY 1. PROVIDE ALL LABOR, MATERIAL5,•TRAN5PORTATION, EQUIPMENT AND SERVICES I"x6" OR I"x8" 2-8d PER SUPPORT NECESSARY TO PROVIDE A HVAC 51'STEM TO HEAT AND COOL THE LIVING SPACES I N 10"OR WIDER 3-8d PER SUPPORT N `': `, ;: AT LOCATION OF EXISTING AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL oo >''`:'`•`••.'-:.:. 20 Bad Ave. Greenport NY `_, DIRT DRIVEWAY S5 CODE of NEW YORK STATE, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE info@ribrownarchrtect.com TO WORK. v 0 5'E <' V 631-477-9752 2. PROVIDE RELOCATIONS AND CONNECTIONS AS NECESSARY TO CONTINUE EXISTING HVAC TO EXISTING STRUCTURE. b j - FLOOR � -; • - ' J015T PLUMBING 1. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, AND SERVICES '`°�` ` `,' •' y PIPE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, NECESSAKYTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS :a :�'i' t'= UNLESS ACTING UNDER THE DIRECTION OFA 1 LICENSED ARCHITECT,TO ALTER ANY ITEM ON AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE, OR Q 100.00 THIS DRAWING IN ANY WAY. ANY AUTHORIZED REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH ALTERATION MUST BE NOTED,SEALED,AND REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE F� S2 •=� DESCRIBED IN ACCORDANCE WITH THE LAW. APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY ..�{ W THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 193.5q' PIPE S�45o52'p0" �N 3. ALL WORK ON THE PLUMBING 5Y`iTEM SHALL BE PERFORMED BY OR UNDER THE O MENT i.; .'r'�+ D� ? SUPERVISION OF A PROPERLY LICEN`_iE0 MASTER PLUMBER. UPON COMPLETION, THE •._- ;. OF PAVE EOAP PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE A5 REQUIRED BY THE TOWN OF UPLIFT CONNECTIONS GUY H'P' EpGE Nz SOUTHOLD. IVE 1 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, 0S CERTIFICATIONS, LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND CONNECTION 5 DETAIL RR ' NA��BB FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. N / 5. PROVIDE RELOCATIONS AND CONVECTIONSC� AS NECESSARY TO CONTINUE SERVICE S j• , TO EXISTING STRUCTURE. p ELECTRICAL I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK STATE, THE NATIONAL ELECTRICAL CODE, NFPA NO, 70-201 7 (NEC), SITE PLAN N CLIENT/OWNER LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA),THE 9 NATIONAL ELECTRICAL MANUFACTURI=RS'ASSOCIATION (NEMA) AND ANY OTHER MCLAUGHLIN APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT REQUIREMENTS WILL APPLY. BASED ON SURVEY BY::ATED RESIDENCE 2. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS LABORATORIES, INC. LABEL AND BE`SUITABLE FOR THE ENVIRONMENT IN WHICH THEY D H M. WOYCHUK LAND SURVEYING. PLLC WILL BE INSTALLED. DATED: OCT. G, 2023 515 NARROW RIVER ROAD 3. ALL WORK ON THE ELECTRICAL 5Y3TEM SHALL BE PERFORMED BY OR UNDER THE AREA: 18, 1 G7.98 SF OR 0.42 ACRES SUPERVISION OF A PROPERLY LICEN5ED MASTER ELECTRICIAN. SCTM No.: 1 000-2G-3-9 ORIENT, NY 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES ELEVATION DATUM: NAVD88 AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. FLOOD ZONE AE (EL G) G. PROVIDE RELOCATIONS AND CONVECTIONS AS NECESSARY TO CONTINUE SEVICE FEMA MAP#3G 1 03COOG8H PROJECT TITLE TO EX15TING 5TRUCTURE EFFECTIVE 03/25/2009 RENOVATIONS DRAWING TITLE FROM TABLE N 1 102. 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT GENERAL NOTES CLIMATE FENESTRATION 5K)UGHT GLAZED CEILING WOOD FRAME MA55 WALL FLOOR BASEMENT SLAB CRAWL SITE PLAN ZONE LI-FACTOR U-FACTOR FENE5TRATIN R-VALUE WALL R-VALUE R-VALUE R-VALUE WALL R-VALUE 6 5PACE WALL 5HGC R-VALUE DEPTH R-VALUE 4 0.32 0.55 0.40 49 20 OR 13+5 8/ 13 19 1 O/ 13 10,2FT 10/ 13 SCALE Aug 6,2024 i'=20'-0" DRAWING NO. ISSUES REVISIONS 31-1 1" 3'-2" L ' 5' 5' 51-10" 5' 3-9 114. (2) 2"X 10" P.T GIRDER LD LINE Of EXISTING DECK 2'-G' _Q 0 REMOVE EXISTING SUPPORTS @) co ——————————————— WOOD HANDRAILS I FILL TO GRADE AND PROVIDE NEW 4" TO CODE POURED CONCRETE SLAB r-------- 17------ 41 1( ------------------ L.--------J - - L------J - 11 ---------------- Fe-i F---A r------- ------------------------------- - ------ I G"X 8"SMART VENT I G"X 8"5MART-VN T FLOOD VENT FLOOD VENT EXISTING EXISTING KITCHEN I BEDROOM # I FILL TO GRADE AND PROVIDE NEW 4" THESE PLANS ARE AN INSTRUMENT OF SERVICE POURED CONCRETE SLAB I I o AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2024 ALL RIGHTS RESERVED EXISTING CONCRETE BLOCK CRAWL SPACE AREA = 777 S.F. FOUNDATION TO BE FILLED PROVIDE(4)SMART VENT# 1540-5 10 I I O AND BUILT UP AS INDICATED FLOOD VENTS (COVERS 200 5F EA.) ON SECTION. Robert I. Brown Architect, P.C. RAISE EXISTING DECKS AND STEPS WITH HOUSE. PROVIDE NEW 14" DIA 50NOTUBE FOOTINGS AND G"X G" POSTS ON I 2o5 Bay Ave. Greepport NY L -T SIMP50N P05T HOLDERS I inro@rlbrownarchitect.com EXISTING 631-477-9752 OFFICE I I G"X 8" SMART VENT FLOOD VENT L ———— ——————————————————————————————————————————— IT IS A VIOLATION OF THE LAW FOR ANY PERSON, . 1 T UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON -—————————————— ———————J a_ THIS DRAWING IN ANYWAY. ANY AUTHORIZED FILL TO GRADE AND PROVIDE NEW 4" FLOOD VENT D 0 ALTERATION MUST BE NOTED,SEALED,AND I G"X 8" SMART VENT DESCRIBED IN ACCORDANCE WITH THE�. J POURED CONCRETE SLAB L———————————j L-L---—————————————u RAISE EXISTING DECKS AND STEPS WITH I i HOUSE. PROVIDE NEW 14" DIA 50NOTU13E (2) 2" X 8- BEAM FOOTINGS AND G"X G" POSTS ON OD HANDRAILS SETBACK LINE SIMPSON P05T HOLDERS ------------------ TO CODE 0-9 112" G'-O 112"U-� iT2---- I I I I Lu .1 4m— Lu CLIENT OWNER FOUNDATION PLAN SCALE: 1/4" = P-0" - -f-rR5T FLOOD P LA N_ Q MCLAUGHLIN EXISTING EXCEPT AS NOTED SCALE: 1/4" = P-0" RESIDENCE EXISTING TO REMAIN A 515 NARROW RIVER ROAD ORIENT, NY PROJECT TITLE RENOVATIONS DRAWING TITLE FOUNDATION PLAN FIRST FLOOR PLAN SCALE Aug 6,2024 1/4"=1' DRAWING NO. rl lk �k2 ISSUES/REVISIONS El RAISE CHIMNEY AND PROVIDE NEW CA' U.2 FIN 2ND FL NEIV 3G" H GUARD N RAILS AND HANDRAILS TO CODE. RAISE EXISTING DECKS AND STEPS WITH I 1E I E HOUSE. PROVIDE NEW FOOTINGS AND G" X EXISTING POSTS. tl;;;UJU�U I 11LULLM BEDROOM #4 FIN I ST FL NEW WOOD STAIRS O EXISTING NEWELEVATION 11.0' TO EXISTING EXISTING BATH n - PLATFORM CLOSET NEW BLOCK ° z FOUNDATION WALLAt z 2! TO BE PARGED o I SMOOTH EXTEND CHIMNEY DOWN AS NECESS RY FOR NEW RO HEIGHT EXISTING SOUTH (FRONT) ELEVATION BEDROOM #3 EXISTING THESE PLANS ARE AN INSTRUMENT OF SERVICE SHOWN AS RAISED AND ARE THE PROPERTY OF THE ARCHITECT. BEDROOM #2 INFRINGEMENTS WILL BE PROSECUTED c0 2024 ALL RIGHTS RESERVED REMOVE EXISTING WINDOW AND WALL AS SHOWN. Robert I. Brown Architect, P.C. _ _ Ba Ave. Greenort NY 8'-10 1/2" nio@ribrownarch tect com FLOORING TO REMOVE EXISTING - 631`477-9752 MATCH HALLWAY ROOF OVER ENTRY DOOR _ TW2642 2 7 I/4 _ SETBACK LINE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 9'-6 1/2" I S-E`C-O N D F LOOK WLAN SCALE: 1/4" = 1'-0" 5'-1 5/8" EXISTING TO REMAIN FIN 2ND FL CLIENT/OWNER NEW 3G" H MCLAUGHLIN GUARD RAILS AND HANDRAILS RESIDENCE TO CODE. RAISE EXISTING DECKS 515 NARROW RIVER ROAD AND STEPS WITH NEW WOOD STAIRS TO ORIENT, NY HOUSE. PROVIDE NEW REBUILT PLATFORM FOOTINGS AND G" X G" FIN 15T FL PROJECT TITLE POSTS. NEW ELEVATION I I .0' RENOVATIONS NEW BLOCK FOUNDATION WALL o Z TO BE PARGED o SMOOTH L 0 uuj j DRAWING TITLE FRONT AND REAR ELEVATIONS SECOND FLOOR PLAN NORTH (REAR) ELEVATION SCALE JUNE 25,2024 1/4'=i SHOWN AS RAISED DRAWING NO. ISSUES/REVISIONS El EXTEND CHIMNEY AS SHOWN NEW BRICK TO MATCH EXIST LLU FIN 2ND FL NEW B LCON'Y STRUCTURE LLUNEW ELEVATION 1 1.0' FIN 15T FL �tLEI 0 m ENTIRE STRUCTURE TO BE RAISED AND PLACED ON EXISTING STRUCTURE TO BE TALLER FOUNDATION AS RAISED AS INDICATED INDICATED PROVIDE 8"X 1 2"ANCHOR ADD CONCRETE BLOCKS AS BOLTS @32" ox SHOWN. PROVIDE VERTICAL PROVIDE METAL STRAPPING #5 REBAR @ I G"O.C. INCONCRETE FILLED CELLS. FROM FOUNDATION TO EACH STUD EMBED REBAR 12' INTO WEST (51DE) ELEVATION EXISTING FOUNDATION WITH EPDXY ro osed fin floor elevation 1 1 .O' p p THESE PLANS ARE AN INSTRUMENT OF SERVICE SHOWN AS RA 1 S E D AND ARE THE PROPERTY OF THE ARCHITECT. G"X G" POST ON GALVANIZED INFRINGEMENTS WILL BE PROSECUTED PROVIDE NEW PRESSURE TREATED SILL METAL P05T HOLDER c0 2024 ALL RIGHTS RESERVED PLATES WITH TERMITE SHIELD ON TOP END BLOCK PIER AS OF FOUNDATION WALLS NECESSARY _ _ _ TES NEW CONCRETE BLOCK ON FILL EXISTING BASEMENT TO proposed grade 7.G' =1 11-1 I I-1 I I-1 I I-1 I I—III I I I= TOP OF EXISTING FOUNDATION WALLS LEVEL WITH GRADE OUTSIDE —II I—I 11=1 11=1 11=1 11=1 11=1 1=1 I I—III III== THE STRUCTURE. INDICATES HEIGHT of II III=III-1 11=1I 1=11 I 11 =1 I I—III 1=I I I—III=1 I == N FLOW-THRU VENTS =I I I=I I I=111=existing grade 4.4'I III=1 I I=11 I 11=1 I I=1 I I=III=111=I I = = PROVIDE 2" CONCRETE SLAB Robert I. Brown —III—III—III-1I1-1I1—III—III—�— __ ___ _ ex�st�ng grade 4.4 Architect, P.C. III III III III I I I=III=1 11=I 1 I=1 11=III=1 11=III=III I I I=I 1 I=I 11=1 I I=I 11�11=III=i 1 I=1 I I III III III- Zo Bay Ave. Greenport NY —III III I ( ( ( III lnto@rlbrovrnarchitect.com 631-477-9752 II I III III III III III III III III III III III III ' i III III III III III III III III III III I III IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I I I I I I I I I III III I I I I I I I I I I I I I I I UNDERUNLESS ACTING LICENSED ARCHITECT,TO ALTER ANY ITEM ON III III , THIS DRAWING IN ANY WAY. ANY AUTHORIZED -i � � III III III III III � � ) III III Ilt_ ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE SECTION A NEW BALCONY STRUCTURE 0" CLIENT/OWNER MCLAUGHLIN 0 RESIDENCE 515 NARROW RIVER ROAD ORIENT, NY PROJECT TITLE NEW F.F. ELEVATION 1 1.0' RENOVATIONS z Oz QO o � DRAWING TITLE Z) SIDE ELEVATIONS SECTION SCALE EAST (SIDE) ELEVATION JUNE25zoa4 1/4"=1 DRAWING NO. SHOWN AS RAISED r.