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HomeMy WebLinkAbout45925-Z ABBREVIATIONS AND LEGEND SHEET INDEX ACID ALKALINE COPPER QUATERNARY EXT EXTERIOR MAX MAXIMUM SAB SOUND ATTENUATION BLANKET Sheet No. Description �f ACT ACOUSTICAL TILE EF EXHAUST FAN MIN MINIMUM SEC SECTION M \� AL ALUMINUM EW EGRESS WINDOW MO MASONRY OPENING S.F. SQUARE FEET C-1 Cover Sheet ALT ALTERNATE FAI FRESH AIR INTAKE MRB MARBLE SIM SIMILARILI AFF ABOVE FINISHED FLOOR FC. FIRE CODE M.S. MARBLE SADDLE SPR SPRINKLER(HEAD) - ASF ABOVE SUBFLOOR FD FLOOR DRAIN MTL METAL SQ SQUARE Project Data .. ��,,,'e / FIN FINISH ED MFR. MANUFACTURER SS STAINLESS STEEL WON -, T �' h `� A.S. ALUMINUM SADDLE FINISH(ED) t .. A.P.B. ANTHONY POWER BEAM FLR FLOOR(ING) N/A NOT APPLICABLE STC SOUND TRANSMISSION CONTROL G-1 General Notes grw B.C. BRICK COURSE(S) FPSC FIRE PROOF SELF-CLOSING NIC NOT IN CONTRACT STD STANDARD i M NOMINAL STEEL ,,Mt "I�t VIII€ ��' i` . r,, .,; " t I a BD BOARD FT FOOT(FEET) NO STL General Specifications „r„r }}g }. ;M,. ` r ". �� '_ y; BOT BOTTOM F.J. FLOOR JOIST NR NOT REQUIRED SD SMOKE DETECTOR pI l r, es -- f .-•.•I -._ q -a c� rC BLDG BUILDING FTG. FOOTING NTS NOT TO SCALE T.C. TOP OF CURB e CBB CEMENT BACKER BOARD GA GAGE, GAUGE OC ON CENTER(S) TEL TELEPHONE h . ; ;, :_. CL CLOSET GALV GALVANIZED OCC. OCCUPANTS) THK THICK(NESS) G-2 Energy Code Notes „.. d`Hc� ,,,.. ,�~ „r„ .' '•k r ',a ,... mss„ '"' � "wm CLG CEILING GFI GROUND FAULT INTERRUPT OH OVERHANG T.O.S. TOP OF SLAB 3 -, , -.-,: /krch ibect Insulation Schedule . .w; .. ., � : 9 �_ :i":at f�, ;�. w :�.,».„, �;:,.e -Ax•^^a:.,a, 'c, ,.;t: sarrw:-�,.r. :,.� .r:e .a ... e.-..�•..^ �+ .,r `� :... .'°•.': CLR CLEAR ANCE GL GLASS PART. PARTITION TP. TOILET PAPER .- _ T 3'" ..- ( ) ., ^:."a:a v"`'; °"a s°tv''d" $ �,: a ��; ? .wnd '.'4`-i"dy #irec� .':i�v�.Y% w";' v, .a - r�•.,:,.,u'".ri'.r„xrk.`;''b,.� :� .T•":..: #,. ."' •- w d3 1 . s. .wt:;: .ca';. ; .,,e t a t..,. . < W GYPSUM WALL BOARD P.C. POURED CONCRETE TPF TEXTURED PAINT FINISH . ''" m." n: R _ "5- - ;" COL COLUMN G B t t x gt t t _ <' . 1 .4 t I` # t Stony Brook NY 1 Air Barrier Schedule y 21 Main Street 1790 e _s t "i - -r- ;• y,-e€• -x•.s CONC CONCRETE GYP. BD. GYPSUM BOARD P.L. PROPERTY LINE T.S.P. TEXTURED SPRAY PAINT +, ^x r .:, .. ' . K`. .� .v , cu., }x p« � ir .na _ •.,a,- ..g... „r ,;• . .'�; s fi _tg"''fat'' a' - Ee .,,e wE' l ` te. '% - !''- -- 'a, 3�' - -- a:•r,L .+:.:_GP' + GEORGIA-PACIFIC P.T. PRESSURE TX TOILET EXHAUST CONTINUOUS 6 - `- CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PT EGS PAINT, EGGSHELL SHEEN TXF TOILET EXHAUST FAN ,; ,>, by , .:=_ ti i phon 631 686-6585 CT CERAMIC TILE HDW HARDWARE PT-FL PAINT, FLAT SHEEN TV TELEVISION G-3 Schedules ; ,; ,v:�•- R,�,r, ,.,..^+r� ,.r} ;,r A - ,' Y °" fax. 631 686-6786 .,h.> 4 +3 y;:. ., yi'. .r.';a.:. to .3'.>: ..P ..r,^. Y.. •..P, ,,pt.i- •'s 'Y -.,'„y+ { r, " 9d" wa.,: 7. '': v,.i*4'.•q,'"a R.Y.`At, k'!.w `b n't .$.Cy.t. .'t. ''�' ,�..:; .;Fa+,'. '..s' ..�. ,' 3 �' - ..,wR.a -r..c b. aua,,. HM HOLLOW METAL PT SG PAINT,SEMI GLOSS SHEEN TYP TYPICAL ,�.# ,,; »� ..Ra, ,- a CS CORRIDOR SUPPLY . - a A. z4 �,�.n , email. MMacrina@optonline.net '. '.."..` ,a .sIDa= men,. .: ti"a.•'7' R'fi '{ > a< _ HOR HORIZONTAL PlumbingRiser Diagram .. .. rt x,,�. �. ; C.J. CEILING JOIST PKT POCKET TEMP TEMPERED g s,rwi° "W s. ' errme,:' �x e,;;= +w.r,p r m> ..•w""'-�-'" �:.....,3 . ;.Y; -�;•�. p . "..".�i"-�'�� ��, •t,��v,;�:`.�� � t ;�< � "-.�. � web. MMArchitectAlA.com CANT CANTILEVER HP HIGH POINT P.S. PEDESTAL SINK TECO JOIST HANGER , N; _ m•; .,. . `. .<�t, x"&t �;, gym` `;: , CMD CARBON MONOXIDE DETECTOR HR HOUR(S) QT QUARRY TILE U.O.N. UNLESS OTHERWISE NOTED : , These plans are pe instrument of service and are DIA DIAMETER HT HEIGHT RAD RADIUS VB VINYL BASE ,; the exclusive property of the architect. A 1 . 1 Foundation Plan i Infringements of he concepts and design ideas DIM DIMENSION HD HEAD REQ'D REQUIRED VCJ VERTICAL CONTROL JOINT presented on these drawings shall be prosecuted DR DOOR HVAC HEATINGNENTILATING/ REV REVISION(S), REVISED VCT VINYL COMPOSITION FLOOR TIL ) to the fullest extent of the law. Copyright 2019: DTL DETAIL AIR CONDITIONING RM ROOM VIF VERIFY IN FIELD Michael Macrina Architect, c. All ri hts reserved, " ' ., ' no part of the plans may be reproduced without DWG DRAWING IN INCH (ES) R.J. ROUGH JAMB VWC VINYL WALL COVERING - � ;.,. � _ .. the expressed written consent of the architect. i DA1 .2 Foundation Details N DOWN INT INTERIOR R.C.N.Y.S. RESIDENTIAL CODE OF WC WATER CLOSET D.F.U. DRAINAGE FIXTURE UNITS INV INVERT NEW YORK STATE WD WOOD EA EACH JT JOINT R.R. ROOF RAFTER WR WATER RESISTANT .m � _ .. .�. ' _., .,._._m . _<. .. ,.....-.� ,...�.t.,.,�... �..,,�.. .. , : , „�,aN-„r �,-,.„�ra., , ,t . ' t.:• ,e� . n> e,»ia -.A. ' uin.a..,..w. ' s..d...,.� � � i .,b.ri...eh,43z,.,,,,�w-�.�+:i..Y,.� EL ELEVATION KIT KITCHEN R/R REMOVE&REPLACE ZR ZONING RESOLUTION A2. 1 First Floor Plan Drawing Status . EQ EQUAL LAV LAVATORY EX EXISTING LVL LAMINATED VENEER LUMBER r� this illustration Is to be used only as a general rendering for the cover sheet ` EXH EXHAUST L.C. LINEN CLOSET A2.2 Porch and Patio Plan L.C.C. LEAD COATED COPPER and Is not to be used for construction, refer to the exterior building elevations only MATERIALS Issueu A2.3 Second Floor Plan , FMMM BRICK VENEER EARTH VF PLACARD CODE DATA BUILDING DATA C I' sl"Ulohl CONCRETE MASONRY UNIT (&YM INSULATION (THERMAL) A3. 1 First Floor Structural Plan NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, •2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER *ENERGY CONSERVATION : 2020 RCNYS STEEL 'PVC' or COMPOSITE MATERIAL CONSTRUCTION IN RESIDENTIAL STRUCTURES •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS Floor Level Existing Proposed Total A3.2 Second Floor Structural Plan (In accordance with Title 19 NYCRR PART 1265) •PLUMBING : 2020 RCNYS Cellar Level (finished) - ROUGH WOOD RIGID INSULATION TO: Town of Southold •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS cai Dates A3.3 Roof Framing Plan *MECHANICAL : 2020 RCNYS 0 First Floor Level 2,089 sq.ft. CONCRETE FINISH WOOD OWNER OF PROPERTY:Rachel Murphy •TOWN OF SOUTHOLD MUNICIPAL CODE 0) 1/31/20 Issued for Construction S Second Floor Level 2,089 sq.ft. SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): ? 2/23/21 Updated Code PLYWOOD GYPSUM BOARD A3.4 First Floor Braced Wall 21695 Soundview Avenue,Southold, NY USE: Single Family Detached Residential Attic Floor Level SCTM#100-135-01 -07 CONSTRUCTION: Wood Frame Platform (un-sprinklered) Total 4,178 sq.ft. section number Second Floor Braced Wall Q PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): L- SYMBOLS Y_AA _ ENERGY CODE COMPLIANCE METHOD 0 Covered Porch 1,220 sq.ft. A-5 SECTION ❑ New Residential Structure 0 sheet number A3.5 Strapping Details I Uncovered Patio#1 800 sq.ft. ❑ Addition to Existing Residential Structure q• EXISTING WALL 2 dumber These plans have been prepared as per section ❑ Rehabilitation to Existing�Residential Structure A-4 OR( aha A2, DETAIL Nailing SeheduIe N1 102.1 .5 - Total UA Alternative Path by Uncovered Patio#2 176 sq.ft. 7%0/m/7 %///T%�"- NEW PARTITION �- sheet TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT utilizing REScheck-Web Software Roof Deck#1 314 sq.ft. number Framing Details PROPERTY REFERENCE ABOVE WILL UTILIZE (see attached REScheck Calculations) Eo CDREVISION CLOUD Uti l It Protection Detail (check each applicable line): Contractor to coordinate and schedule all required inspections with Roof Deck#2 140 sq.ft. =d% DOOR Y ❑ Truss Type Construction(TT) third party testing agency. No. Date Description STRUCTURAL BEAM E3Pre-EngineeredWood Construction(PW) -Air seal inspection (if required) Garage 416 sq.ft. p -Insulation inspection Project WINDOW A4. 1 Front Elevation ❑ Timber Construction(TC) " -HVAC duct leakage inspection (if required) r JOISTS / RAFTERS IN THE FOLLOWING LOCATIO (S)( HECK APPLICABLE LINE): -Blower Door Test 211 WINDOW/ EXT. DOOR NUMBER ALl .2 Left Elevation ❑ Floor Framing, Includi4GirdersandBeams(F) Proposed identification (see schedule) Q REVISION NUMBER / Climatic & Geographic Design Criteria Table R301.2(1) floo level ❑ Roof Framing(R) f Right Elevation © Floor Framing and Roof Framing GroundSn w 30psf AREA DIAGRAM J CLASSIFICATIONINTERIOR DOOR NUMBER � SMOKE DETECTOR gg g � Load: Residence two-digit ider,tnf.6tion (see schedule) Speed: 140 mph ultimate wind speed(136 actual) num er floor level 1 2 E- orizontol 4.3 Rear Elevation ROOF PITCHSIGNATURE: DATE: a Topographic Effects: No window 11 LM ROOM NUMBER �5E-�ertical PRINT NAME: %?nf' I Wind Exposure o D well t". dill Building Section A / )�.- ''--''" ��y 0 p Category: For identification (see schedule) -------- ABOVE / BELOW/ HIDDEN CAPACITY(Check One : ❑.yawner p Owner's Representative a Cellar number Seismic Design Category: B Entrance floor level � ��� � 9 O WALL TYPE - CENTERLINE Special Wind Region No 2 elevation number A5. 1 Building Sections B-C 6"DIAMETER Wind Borne Debris Zone Yes J ELEVATION MARKER 1 `a7 3 INTERIOR ELEVATION _ o Unfinished Space 4 sheet number a Weathering: Severe ❑ PLAN KEY A5.2 Building Sections D-G REFLECTIVE RED � Rachel 1 + REFLECTIVE VN-IITE p� v (see plan key notes, same sht.) P"NT°"E"'e' is Frost Line Depth: 36 inches "a oTermite: Moderate to Heavy Murphy A6. 1 Mise. Details Unexcavated N 21695 Soundview Avenue -A Winter Design Temperature 11d Unexcavated Southold, NY Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters ZONINGANALYSIS '+ Flood Hazards N/A Jurisdiction t--> Air Freezing Index 618 ngoy6red�,✓/j/// Cellar Town of Southold 1/2" Mean Annual Temp. 52.1 degrees Entrance ;P�tio#� / / ^:,, The constructiontype `' STROKE Component and Cladding Loads: Table R301.2(2) j y VICINITY MAP designation shall be " - / Suffolk Count -Variance has been approved for rear yard "Il" V" > ,9Ii","Wor" to indicate the construction rn O ZONE 4 21.2 -22.0 classification of the I structure under �- J / Drawn B DESIGNATION FOR STRUCTURAL ZONE 5 21.2 -28.0 Living Space Covered; -� Pool y' a `�^ setback to top of bluff as per ZBA fie #7295 section 602 of the BCNYS 9 p COMPONENTS THAT ARE OF P/� A. TRUSS TYPE CONSTRUCTION N ZONE 1 19.4 -21.0 0 Garage j /h/�/ M.P. �r,�? �; r �C1, FLOOR CONSTRUCTION,INCLUDING O LL i � �/ i :vA e. R� E '•-' rs GIRDERS AND BEAMS o d• ZONE 2 19.4 -24.0 „�, I , Checked By .q&.A -Variance has been approved to locate pool a d' 4 ® ! " ROOF FRAMING N I rtcove tL. I 'n i r r ZBA file #7295 BUILDING R ZONE3 19.4 -24.0 ill //�j��j/�///// XPatio#1 , : M.A.M. side yard as per �i "FR" FLOOR AND ROOF FRAMING / / �4 x Town Foz r.h 81ANUAPDS AND CODES �2 ZONE 1 12.2 -19.0 Job No. 1 j �3 4 1�A 01764 o � ZONE 2 12.2 -33.0 iI a, lttrrt55r�u Idvlc s' IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED nI .- 1 Avtnur. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION,THE CONTRACTOR ZONE 3 12.2 -49.0 �" IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED TO THE EXTERIOR Sheet Title : �' ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR PART 1265. �2 ZONE 1 10.0 -21.0 ai shr'C-h E�,,tI,,Chi!-ch IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE,CONTACT THE O Cover Sheet AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER LOCATION IT ZONE 2 10.0 -35.0 1 LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. o ZONE 3 10.0 -53.0 t/'!Project D � Roof Data Deck#2 Zone Diagrams : > ' °•,, /�� I" � �R /+J°� •[�.*4- � F��",'�r�" 0 J y ❑ n�,=u,,, , L Roof Ila: r� ., a Ziac. " a. `' 2 0 Deck#1 �... ElEactric Power Lines s 2 s 0 j Living Space Gas,Oil,or Steam tI 1 2 communication Lines,CATV �` - s a ' s 2 C Sheet Number iPM 2 Pobble Water 5 4 3 4 5 4 3 4 U Reclaimed Water,Irrigation,Slurry N Sewers and I?raln Lines GobieWall s s Interior 5 s Knowmat's beim E= Temporary Survey Markings Ede ElZone Cal before you dig, g �"�/ Perimeter Proposed Excavation Zone bc Zone b A B C tA5.2 JA ::-a91 -6 .' 17'-10" 17'-8" 5'-8" 6'-8" 5'-4" 4T-0" Nil- 10" 83" 3" 3'_6�^ 84„ 10" f Top of Wall 6'-10" m.o. Down 4" 00 24" 1 ------ ------------------------------------- ---------------------- -------------------- ------------- ------------------------- KA i C steel or alum. ladder to be I I � KA V• ---- ------------------------------------------- ----------------------------------- ----------- = painted and secured to 1 r- - -, r--- - ---I I N CD found'n wall with a min. I I 1 I N I I inside width of 12", shall Top of Wall 1 i 4 i ___- � o L _� I o project a min.of 3"from o Down 4" 8^i i � Ln i i 8^ o [116"I , A rc h 1 to ct = wall and shall be spaced - - - - -- - - - I I 19'-11" 24" 22'-5" 1 1 00 a min. of 18"oc vertically I i 00 i I 1 I r' 0o for full height of well as per I _ I o0 I I - 20-0 _ ----------------------------------------- a- for ---- 20-2 r--J �_ -------- ------------ 21 Main Street Stony Brook NY 11790 sect. R310.2.3.1 of the IRC gravel floor in well 1 n window i i i i d ____________________ ___ = I ----------- o for proper drainage 1 1 well I I I i 10" as per sect.R310.2.3.2 E,,,:,,, r-------- - -� I o p I 1 = I I I _ >. .: I = 1 phone. 631 686-6585 I °o I 1 I 1 °o I L_J d / 17-0 of the IRC I I C01 I I I I I - ---------------------------- ------- I N I i cel 3 I = 2 1 I r-------z I ____ fax. 631686-6786 55 gallon plastic I 1 I I I I O iv I I = co d ell under slab I I 7-�"head f1t I 1 _� L___ _ __ ____________________________________ _J I o I I email. MMacrina@optonline.net r -------------J L -----_ J L-------- — " I M I I I r-- J G _-- G web. MMArc ltect IA.com I I I I h• A I I ------------------------------------- —J I 1 A5.2 see concrete stair step footing 1 r------- ---- - --3i------------- --------- - -T '• co I 1 I I I pr pe instrument the architect. ic nd are j These plans a = I I I I A5 2 the exclusive property o (2)14 x14' Ivl flush hdr. I I Infringements of the concepts and design ideas details(sheet A5.2) down 12" 1 I 3 I 1 1 I I g P 9 I „ 2 6 wide x 4 deep "I I „ 1 1 ,� I presented on these drawings shall be prosecuted C1 ------1 r ___-� I I -18'-0 x 9"tall beam pocket 6 1 14 I 1 8 I I to the fullest extent of the law. Copyright 2019: A/C unit I I A/C unit, 1 ^ „ 4'-10* 24" 5t-7- 1 Michael Macrina Architect, pc. All rights reserved, C1 step footing up to I 16-11 20-6 18-9 -gf above I I above 1 — J I I 1 1 I I no part of the plans may be reproduced without `D 36"below grade I 1 I 1 i I , 6"wide x 4"deep I = I 14"TJI-560 F.J. I 13-1 1 I = the expressed written consent of the architect. To of Wall I 1 I 1 1 �-, Top I 1 I 1 '.. I I x 9"tall beam pocket at 16"oc(20'length) 104 Down 4" -----� � ----� I - i o = CELLAR SLAB NOTE = I I r _ _________ __________ ___________ _____._____J .. ,. i 14"TJI-560 F.J. CO i � �I i 1 ----1 I „ "' 10 ;,�, I i 1 I Drawing Status : I 1 I = at 16 oc(18 length) 4" Poured Concrete Slab I 11 1 I I i I _______ _1-__-- over 6 mil. polythelyne vapor 1 I Top of Wall _I I I I�--concrete 10"I - I I = , retarder(lap joints as required) i I „ I i �` I,/steps above i i 13'-0" "'-- CO2 _ on a 4"base course of r I I datum 0-0 i I 00 11 ; I 1 11 ;�, ®- I I fill and tamp. lJ 1 compacted sand to 95% I 1 ' " 1 1 p I EI. 20 -0 I I I Dn.4' �� � _> Relative Density. ' Unfinished r- 1 i I I I To of Walli i 1 , for conc. stair F', I I = Install a 1/2"Premolded I 1 I I 14R(12 T) E 1'-0" 1 10"wide x 16' tall rl� a� , I I I I Solid Corner Post P L--------- - -- - -- - -- o_ on Joint at Perime er '2 o_ I 1 I I I �--- �- �- concrete lintel with 3)#5 E ans _ __ Issued ftr) r Down I I X I'rn X I'rn Cellarr" i ------ 'SIMPSON' = I I . :. : ; I s top an 3 I x(slab area= 1,973 s.f.) t ical column I 1 I ^ 2-16d Common "' I I extend 12 f I ® 6 STHD14 rebar d bottom t:• . .. a end bars a min. of ,1 �* 3 18 I � tYP \ ,p I 1 ■ 1--------1-------- ----- ( I and noting g�_0^ I I = nails o.c. p __J_-- - I _ Construmion i 1 r = --� I ^ each side of opening v Clg. I i I -, 1 N „1 i Top of Wall i i ^ ^ ical column r' - 1 I L J 1 `` :� I 22 I I Down 18" step footing up toT I 5-5 - - 11 -4• tYP r S.D. I I ____ 1 i I 36"below rade 1 1(3)14"x14"Ivl stair opening �� and footing 1 I n I g step footin i J flush beam C.M. i Unexcavated for porch slab I P g I I � j .� I .. „ I 1 1 —Blocking 5 I 1 5 down 12" I 1 I I I r I Fill &Tamp in 6"lifts for a 4 thick 1 1 `• I ® Endwall 114"TJI-360 F.J. I I „I v. „ - 1 poured concrete reinforced slab with 1 1 L--- - 1 I 1 36x84" Top of Slab I I P (6 length) 4-8 v U 0 ' I ;6-1� ' El. 11'-4" I I #4 at 12"oc each way,over clean sand at 16' oc star _ fi glass door - .� I et IN 1 n n I 1 da d I over 4 (3/4 )crushed bluestone,all I I �N �- ONE 4 min.36"tall P (3)1 4x14 Ivl � -2 I . I o 1 I I 18R(10 T) -- .- I= I I compacted to 95/o Relative Density 4 I I '4 co , . # �N concrete 1 " I toilet --- railing m -flush hdr.= _ x a, = oo I I p y I I I a •� . . . - REBAR Dates oy �= Q, rIN --IN 3 •-IN I pitch slab/a P Y I I-� iv landing I I I (above - I �j - -- -- - - `u� �o o I I I I u7 I I ^ above 1 I I I _ I I M 1 per foot away from house et �0 1 I 11 shower - iu _ i ( M I I UNEXCAVATED EXCAVATED FOR °O ti a oO °0 - I I = ti co 1/31/20 Issued for Construction above Kx�r 1 u I I I I i _ I I r%)i� r7l�t 1 - �- - , i ao I I M ��• � � ,M N o g P �cloSet i O � typical column I 14"TJI-560 F.J. i i = � i i � � `��° �• 2/23/21 Updated Code I J---- - x I I � I GARAGE SLAB I landin 2 - =-- - 36"x84" and footing 1 -- 8R(10 T7 I I I glass door at 16 oc(18' length) I I o 1 I 4"Thick Poured Concrete Slab 3,500 si 1 i ( P ) i 16' i I j co I 1 w/6x6#10 Welded Wire Mesh Lapped I U_ '3)14'x1-4"Mflush beam st i t - f - _ (3)14"x14"Ivl - _ - single F.J. under _ - I 1 N 1 1 1 min. of one full mesh&wired = I flush beam wall above i i = i I together at 48 oc over 4 thick base I 1 hot water = ` ---- r 1 's I 17'-4" I H o I d d ow n Detail I course consisting of clean sand, I I storage tank u7 _� I�r- Toilet _ r,N ~oN 1 i I I „ I I N I I I I � � � �--r-_� _ = I 8 LO 1 •� 1 ravel, or crushed stone. N 1 1 Toilet X = Above�y ;� o i " " 1 9 Above ti� 1 1 4-8 24 8-8 16" N 1 I I I o = , i I not tC3 scale 1 I Pitch Slab Toward Doors o a min. of 1/8"per foot. 32" typical column M � 5 " _i 1 I I and footing , -- sin le F.J. under cv I (slab area=approx. 945 s.f.) I I 5'-1 17'-5" I - wall above _ I a <-- ----_J L J • I 1 � 14"TJI-560 F.J. P � �, � N i `"J L-------------- I N `_-_____� at 16"oc(18'length) P I I I I I --- 1 • i single F.J. under _ 1 I `-- ---"---------------' - No. Date Description - I I 1 1 TYP. COLUMN & FOOTING 1 1 wall above = 1 1 I L--------1 1 = n r IN e I I I 24" r-IN 14 TJI-560 F.J. N r�x� I E i i pitch slab 1 = I o 1 M 2 I , i 2 1 i E Project I _ „I I �i� i I r,� at 16"oc(22' length) _ �, I 1 A5.2 1 i of 10 ' I °O o ' o i i 1 i A5.2 HHS 4" dia x%4" steel column 10"I „ ca I s"1 14" 1 1 8" Proposed 1 1 13-8 „ 1 1> I o 36"x36"x1 " 15'-2" 3-3"420'-9" 17'-0" 6'-0" 1 n 8 deep run intake and 6"wide x 4"deep I --- o = 2 I i i 1 (unless noted otherwise) 1 exhaust flues I x 9"tall beam pocket -- - ------ --------------------------------- i x 4 deep I i Residence :: ' ': I - - x 9"taldl beam pocket I ; Poured Concrete Footin Top of Wall up through . = I . . I I I I I i Top of Wall Down 18" 5 chase above M I _______J gas o I I w/#4 rebars at 7"oC E.W. I I I L-----------r--- ---�- -----r ------ --� .•: ioboiler E.P. E.P. I E11-4 -- _ --------------------------- -------- -� I N 1 I I Down 4" I �------------ — --------------------- _4co ----- -- ----------------- --------- 7. -- ---� I .'. .,••. --- 511x OII t 1 I I 1 i s 2I� 4 oppla 5(z11/2. • 411 p 0„ • 1 tew- "tall x deep I I I �n bolts(typical)and ------------------ __—____1_ ____1_ __ _ _ _ J o0 slab seat L _ _ iL offset to late w. 2 1/2" - -------- ---------- --------------------------- ----- J PIP O For -------------------------- 5 i d io „ I I E bolts at each side of stair A5.2 1 1 „ 1 „ 11 24 24 F +-34'-4" 19'-4" 18-8 step footing up to i 1 „ 1 i (4) 5/8"dia. bolts 4"thick P.C. cellar slab _J 36" below rade I I = 72-4 = r 1 g I 1 ;�, wood posts o i I = 6"x6"steel baseplate top of footing (El. 11'-0") above(typ.) � L J = L------- ------------I Top of Wall --- -- ----� r I 0 4 I --- i i i- I (O I i- I (O Down 4' I I i0 1 �-i i-i 1 Li N Li L--------- -------------------� L J L J L___ _________________J N L___ 1 ; N = •.:•A�,e• 311 Rachel _______________________ ________________..____________ ____________J J L_J N L --------- -------- --------------------- ----------i -----------------1 r'------------------'1 r cO ------ -- ---------------------------- --------------- --------- J , __________ _ _ Murphy0o Top of Wall I --- Ir - :aw i o0 00 sloped for steps 1 I I- I �I-------------------1L--- ----------- — L J L 18" concrete L J D 3s" 21695 Soundview Avenue steps aboveA5.2 (4)#4 rebars at 10"oc n „ each ways Southold, NY 8 8,_On Sr_0„ 8 ^ ” " „ " Jurisdiction 1 -9 10'-6" m.o. 2'_9 4'-0. 12-0 4'-0- 18-0 4'-0" 181-01, 4-0 64'-0" 10'-8" FOUNDATION PLAN LEGEND Town of Southold 15'-0" 74'-8" STRUCTURAL POST Li Suffolk County min. (2)2x6 unless noted 89-8 otherwise on plans TECO = INSTALL SIMPSON STRONG Drawn By: TIE JOIST HANGER M.P. A B e CONCRETE New Foundation Wall --------------- Checked By : h�� ;r? EXCAVATION AND BACKFILL .. .:,.- °�• A5.1 A5.1 A5.2 i. 1. Contractor shall locate and stake out all existing underground utilities prior 1. Foundation walls to be a minimum 3,000 p.s.i., unless noted otherwise on plans, On Footing to an excavation.The utilities shown on the plans are an approximate - M.A.M. ^ Y P PP on the above soil assumption. If other soils are encountered, lower bearing top of wall (0'-0") --------------_ location only. values are to be assumed and the foundation must be redesigned. �` -' 6 g Job No. � '�p�, . X12 2. Excavate all areas as indicated in the drawings.All excavations shall be the --------------- Job Lower Top of Wall •ff� • �,��� Proposed Foundation Plan minimum depths required achieving clean undisturbed virgin soil with stable 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a (see plan) 1764 ! � moisture content and non-shifting and non-shrinking soil characteristics. minimum 3,500 p.s.i. --------------- / / I The Contractor shall be responsible for notification of poor soil characteristics 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) OR / �/4" - 1 .-p•• to the Architect and shall not proceed with the work until receiving instructions shall not be less than 5%or more than 7%. --------------- Sheet Title : J plan north from the Architect. � 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the --------------- 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between OR Fo u n tion Plan bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. -_____________- silty sand,clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 5. Forms shall be made of wood, steel,aluminum, plastic, a composite of cement unless a soil test analysis has been preformed as per table R401.4.1 of the and foam insulation, a composite of cement and wood chips, or other approved --------------- 2015 International Residential Code. material suitable for supporting and containing concrete. Forms shall provide 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. sufficient strength to contain concrete during the concrete placement New Poured Concrete operation. Form ties shall be steel, solid plastic, foam plastic, a composite t below finished grade unless noted otherwise on the plans. of cement and wood chips, a composite of cement and foam plastic, or other Footing 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. �` _® 6. No Backfill shall be permitted against concrete or masonry foundation walls Detail Symbol (foundation plan without floor framing or proper bracing as required to prevent damage to walls. details located on sht.A1.2) 2 2 Sheet Number No Backfill shall be permitted within a minimum of two weeks after pouring. The Contractor shall be responsible for any damage to concrete or masony wall. AR 7. All grading to drain surface water away from foundation walls at a minimum Required Hold Down EKLA111.3 at a minimum of 5%slope. Location(see detail) I ( 1 Typi-,al Siding I Plywood 1 1 ice and watershield 1 underlayrnent over I 1 1 plywood sheathing I „ „ „ 1 down to foundation I I (2)2'x6 treated 1 2x6 Treated Sill Plate . 4"thick c.slab O I Ln Sill Plate I p . 1 I pitch slab I 2"thick ` y I Coated Copper I Floor Joist J I Coated Copper I bluestone avers pitch/8'per ft. Termite Shield I Bluestone Pavers I Termite Shield 1 p El. 20'-0" I EI. 20'-0" I Sill Seal Insulation I Porch Slab w I Sill Seal Insulation I (see plan) ° 1 thin stone a KA ii C h -a � 0 I vll•... r.. . Anchor Bolts I Anchor Bolts °• x c I veneer to / ° oo a o 1 see Anchor Bolt Dtl. 11n -a I i 2 2"x6"treated (see Anchor Bolt Dtl.) I I oo 1 be selected o Auur " " ( ) 0D I EL 20 0 O II 1 ° :. haunch slab Il Sill Plate I II ; qp a ® �/ — ,;;o n I Haunch II I 11 1 down 4' -a c r Slab on Grade= ,°. . 11 I l ,. I finished , (see plan) JJ I Slab ii Coated Copper 1 10"thick Poured Concrete Jl I grade below 0-0' 1 ; o� ° 7 I ii Termite Shield 1 Foundation Wall a�J °' 1 EI. varies II o°o (EI. 19'-8") �� itE:.h C� o Anchor Bolts Sill Seal Insulation 1 o o 4 (see Anchor Bolt Dtl.) Jj I ° a k� �� 'Bentonite' I 'Bentonite' l o. ° " y watersto °' I 21 Main Street Ston Brook NY 11790 W i'.4" 6" waterstop I pNu 10"thick Poured Concrete o,. I o)'� I „ •' o." I I °. CO waterprcofing Provide 2x4' Key Provide 2'x4 Key o. ff hone. 631 686-6585 Foundation Wall °, ,�, I I waterproofing I P 1 1 1/2"Premolded Filler to grade poured concrete fax. 631 686-6786 1/2" Premolded Filler At Perimeter of Slab At Perimeter of Slab I foundation Wall email. MMacrina@optonline.net I Poured Concrete . Provide 2x4 Key o I o 1 I 0 1 Foundation Wall - -- . - -- - 1 ° 1 .° ,, web. MMArchitectAIA.com • •. Cella Slabr L. • :. ' El. 11'-0" I El. 11'-0' `(see plan) (ele pan)b �' ; EI. 11'-0" •• °o These Ions are an instrument of service and are I I I ��. I P 1 b. ° I • I (3)#5 Rebar the exclusive property of the architect. 1 I `o.�• °•.� I00 Compacted°•, 1 TIM ��—-F�_;, — Infringements of the concepts and design ideas •" o'" N 1 gip. 1 �- CV I presented on these drawings shall be prosecuted (3)#5 Rebar I Clean Fill ( ) to the fullest extent of the law. Copyright 2019: 1 iv o I 3 #5 Rebar . - � " 1. -`��o EI. 10'-0" I (3)'#5 Rebar _ � — d — —� — _ no part a plan may be reproduced IV, Michael Macri hit rights reserved, _ EI. 10' 0" I 16" n of the s without 1 Compacted 4"-- = I - 1 EI. 10-0 1 Compacted 4„ Y a I the expressed written consent of the architect. In - Clean Fill Clean Fill 24" 3„ M 24" I Typical Porch Drawing Status Typical Garage Fnd . wall Typical Slab Seat Fnd . wall k Typ. House Foundation Wall Foundation Wall I I e� s I I I I --------------------------------- ----------- ------------------ -----------------L------------- - ---------- Issuedfoi10 I I I I I I I 1 ■ I I 6'-0" o.c. 6" min. I I Uol''15 �'lCln I 1 12 max. I I I I I I I TYPICAL TYPICAL 1 12" 1 I SPACING CORNERS =' I tread I I E E I I 1"nosing /. CO To of Found'n I 1 #4 Rebar • r I p I 'Simpson'BPS%$-3 . I each Tread P Dates Wall (0'-0") 1 I hot-dipped galy. I • l 3"sq.Washers& I • 1/31/20 Issued for Construction I Top of Slab I End Nut Setup 1 36" 1 +� x ! Finish Grade I top of 1 I z "• +�a •#4 Rebar I " 2/23/21 Updated Code 1 _ bolt I 1 / �< 1 _ 1 I oo D + ao I ru as 1 (2)2"x6"treated sill plate 1 I (see Found'n Wall Dtl.) . ,a Haunch Slab 5/8"dia.Anchor Bolts E I e I u E I I �12"� Found'n Wall p -� i apical Tred Detail Typical Base Detail poured concrete foundation wall I Typ. Stepped Slab Edge Detail T . Anchor Bolt Dtl. Footin Detail : : Typical Concrete Stair Details I I 3/4" = 1 '-O" I Not To Scale I 1/2" = 1 '-O" I I I I a i I No. Date Description -----------------------------1--------- ----- -------- ------ ------------------------------- 1 --------- ------- -i--------------------------------------------- - I Project I I I 11 12" pitch tread „ Proposed Porch Tread 1/8 per foot - Residence - --- ---------------- -------------_--_-- 1 I - (0 Q) 2"Thick Bluestone Treads 1 1 exterior wall floor I o �oa ° -H 1 joists I ° "ooa a Thin Stone Risers - - - o =__-_ -- -- -- - I a " For I 4 " o " a 1 Finished Grade X16 I o - - I a Timber strand \� %'\ I o : o ° 1 I rim joist I g. a a o I o o "cg 1 I Timber strand 1 1 cross blocking % j, I e, a ° x 1 I at 16"oc I Od Rachel v N d O Foundation Wal a g 1 I I ... 1 1 foundation I u r h 1 1 wall 1 c Parallel Rim Detail nts 21695 Soundview Avenue 1 I Southold, NY I I Not To Scale I Typical Porch Steps Jurisdiction . I I I 1 ' I Town of Southold I I I --------------------------------------- ------------------------------------------------------ Suffolk County I 1 floor joists M.P. Drawn By ' �C✓�� '�� I 1 (see structural plan) } A. I concrete Checked B I ���,. A 1, 1. g � �� .�� �V Y. landing M.A.M. y r m el A � 1 X""(' :Y {Y'� I p c.foundation wall Job No. l a - I (see fnd. plan) 1764 °� ¢ 4110, I Cellar e �• `` O;`����� Entrance Sheet Title Unfinished Cellar Foun ti n Details _ c. slab I I (see fnd I plan) (see fnd. plan) •_i A5.2 I I � _ _ _ - to of cellar slab I i A5.2 I 1 Sheet Number : I drywell ns ,xa Section I thru cellar stair 1/4" 1 '-O" I A B 414_ D `. NOTES A5.1 A5.1 1. See sheet G-2 for insulation specifications. 73'-6" 2. Install all smoke detectors throughout home , 16'-0" 38'-0" 19'-6" as required by the 2020 RCNYS, sect. R314 and noted on sheet G-2. C 9'-0" 19'-0" 10'-0" s'-9" 9'-9" 3. Install all carbon monoxide detectors throughout _KA Ch of post and of door and of post and home as required by the 2020 FCNYS, sect. 915 and bedroom living room dining room noted on sheet G-2. ® �/ -- 1 -- - - - - -------------------------------------------- - - - ---- ------- - - ------------------------- 4. See sheet A6.1 for window/door schedules. te C 1. - j i - I -- - - 0 !------------------------------------------------ 5. See sheet A6.1 for interior details and specs. CELLAR ENTRANCE - r --- ---- --- ---------- -- Covered 1 I 21 Main Street Stony Brook NY 11790 For cellar stair dimensions { - - I I I Uncovered I I Porch I 1 see sheet A2.2 L - I I 1 I phone. 631 686-6585 i � � - 'I i ._. I I I I I fax. 631 686-6786 $_ 1 f _ a`IO i i 104 104 104 104 ;--7---I---- - - email. MMacrina@optonline.net -- ---------------- - web. MMArchitectAlA.com 4 1 --------------------_ -- - - L_ - -- These plans are an instrument of service and are tiN -- _ `~=l ------ ---------------- fl- - �_ - the exclusive property of the architect. - �-- � 107 � 101 = 101 101 101 ; r-KV Infringements of the concepts and design ideas `n 5 j Ij resented on these drawings shall be prosecuted P _.o 0 H 111 76 _ - -- to the fullest extent of the law. Copyright 2019: G I I I 5- I I -� 15- I; I ( c c0 A5.2 Michael Macrina Architect, pc. All rights reserved, A5.2 3 �» I I I I 2» dn. 5" 5 " I' I o - no part of the plans may be reproduced without CN I 1 ]^ 1't 1�� the expressed written consent of the architect. c © I6-44„ 6'-42 6'-4 18'-7" 101 5 I I I I I I I I - - -- A6.1 I I I I I I I I II I I I I I I I I I I Dining ° - ---r- --- S.D. o i i i i =i i i ROOM 1CIg b 108 i I . o N I Drawing Status rIN ot t '' I . I 0 52„ I I 1" I I I I I I 1„ 0o I 152 -- I I I I I 152 1" i20'-0"- "--toilet " 52 r � ' 17'-1» 1 1 20'-0" I I 1T-1" 18 b �,N _» ;i. ',` toilet I I I I a ii a� ; 0- 3 d 2 above I I I I 2 1;�?, ; a? I I I I . 1; m w 201_^ -- ----------J �----------------� L---------- wrap posts j i 1 15-1 __ __ ------- _ rIN -------- I ss e �oi r-IN 3"waste ------ I I I I rN I I I; = I I I I I I I' I ' �'� -� I I I I I I �� handrail I stack built-in I 1 to code \ t I I I I I I I II Cols »rtClon I I Living I I I I "' _� Bedroom #5 I jog flue to chase above) I I I I I =-_- lumbin walls " » 11 =i I I - i o Room I i I I counteroverhan N' _ 1 --- r-- P 9 10 g = 31 10-1 - 48 wide pre fab gas 1 IN I I _ ^I 1 r_________�_______� ________-_� o line of foundation wall below-,"' �2 Clg "' fireplace to be selected I IN 10'-1" I I `° 5Y I 12" d•wl 109 Covered Dn.t4" 1 5'-0 o 0 o installed and vented i Clg. i i I 4'-1" � 6' 0" 4'-0" j _ Porch 106 N manufacturer aspecs i i i i i r -LO I island-'--------"i11�--------- - - - - / A6.1 i 3 _� 1 1 I I I F----r---------- --------� ---------; = I o 0 ,j, ----------- --- - wrap microwave: i I I Dates '• � � _J L-------------- -� L---------- � 109 4'-8" ---------- ---- -------- ------- ---------- . 6-8, I � r � r = posts � U ' � under si I I I �5" = I I I I IN I I sink cabinet Garage Drywall Note _I g U P I I I ' "' I I ____ _________1__--___ i 1/31/20 Issued for Construction ______-.__J T / I _ "' `----- 9R(10"T) 1' �* i i decorative i i i pull-out 109 = Install one layer of 5/8"type-x gypsum Bathrm. i line of I I beams above I I ' I Kitchen trash I 1 ! 2/23/21 Updated Code garage i 4 EF i 1 floor above s D I I (see detail'4'sht.A6.1) 1 1 1 1 o wallboard to all common walls in arae o o _ _ i i i i 1112^ 36"x99" 6� » `* --21- I M i &entire garage ceiling &one layer of - The Fir. landing C.M. I I I I _i I r.o. 10'-1 0 36"wide I I I _,N min. 36"tall I ' I I '� I I stove ---- - 1^ 1/2"type-x gypsum wallboard at all interior ` house walls common to the garage. 7I� U PVff- Typical D n . railing o i i i i i i oven 52 PORCH NOTE Tape&3 coats spackle a.J ; : 9R(10" 8R(10"T) " i i i i i i ,� Cj3� , o , , . 17 I I I I I 1 - _ For porch dimensions 60 4'-6" ; 5I I 1 1 1 1 36"ref. - -J I 1 1 1 I I I --- -- ' , , I L I_ cased see sheet A2 2 - ------ - - ---------- - o 24" built-in cabinets�,�, ---- ----u------------- - built-ir}c_abinets opening pede 0 oN -- -- _ stal 'I i I -� - er 1 �,�, wide Top of Subfloor i�ie� ^ sink dn. 5" I i o ED Lr) N = 3 N j W. j j ry ; N ,n cabinet EF -; El.21'-6" r I Hall closet Powde IN ' 0 = 5 - ----- --- ---- ---- _ 1 M 1 EF N Room# 110 o Q �- " exterior Tile Flr. 51n � 2 5 " 3 52 1 I _KN Garage ----- - - 1 r n 2 n N, 5 , n M r r » , n Flr. 1 I �I �a �10-'72" 6-0 5-0 = 9-1 5 0 4'-6- 34 9-0 51" Powder r HVAC chase N 0 52/ s.D. ® = 52" i --------------------- 1 = No. Date Description 0_ La u n d - i - - #� - closet --,N '-1N �" ® ® r 00 IN 1CI 1„ l y - - Foyer ❑ i ❑ g .Room -� 1 - - --------- ----M = N - - - ---- ^ -- N= P a� = 0 saddle L __I-= --------------------- 1n Project -- ` Pantry C.M. --- - - - - ------------------- ----------- o rIN Tile Flr. - ® -- - - O7 ❑D i open to c1; o o �� M above ? � I I - -- ------ saddle saddle _ m a, 271" 2'_5^ 12'-42' 111 I I i Proposed j CL a Cz �I 1 r=- ~co I I Q --- En _ - I I E _ _ m m m - Id a> C) 10'-1" c I I _ cn = I 1 0 > --KV I I ; ; - -1_.._. . -I m in in = - A5.2 3 n 5 3 N Mudroom CI9 of i 0)o O7 a) 1 is n S.D. Den 10--ill j ? - ---I-- --- -.1- A5. _ Residence 5n 1" � 35 0 °i i N` N` i i c0i %' n 9 dn. 5" i i I - - 15'-62 ca I I v I 151^ J " 5 , » I I M 13-10 9 10 -1 ___51_0 CL a- CL -- 5 „ eco I I I ! 0 I I _ ;F=== :;�-toilet 5 51" �o O cubbies above 2 i - - 3"waste A6.1 I stack -' I I N O bench- - - I 102 'n 8dn'Y 102 �, I I I T For I --- chase � � - �1 � N Ij 11 �- - - YAF - - I I 1 _ _ �N I I I - - -- -i-- --,-- -; - - F �,�' 105 i - --- O I -- 1 -I_ 101 101 101 I i i i 101 (1-01) 101 i i -- T --- A5.2 PATIO NOTE A5.2 I I II II � i I I I I � 1 , , Covered I , , Uncovered. I j l -,- - - - 5 ; Porch ; __, I --1 - - - For patio dimensions I I 1 I ' -- CL a -- 1 - - -- Pat' I I --- Rachel -- 1 -- A6.1 I o - -- - - - see sheet A2.2 -_ _ ----_-- --- - ' -_-__ -_ -- phy 0 - A B C Dom + A5.1 A5.1 A5.2 A5.2 M C: El� I steel or alum. handrail to be painted, 17'_8" 47'-0" 9'-0" 29'-5" handrail height to be a min. of 34"and porch floor framing porch floor framing patio on grade Nfi ,co-a c:: r r i za a max. Of 38"measured vertically from �� ii the sloped plane of the tread nosing and 21'-44"24'-52" 9' _0" 144" 12'-5" 17'-0" shall be continuous for the full flight of porch roof framing porch roof framing of stairs,from a point directly above top -1 1» riser to a point directly above the lowest grade descends 124 2 23'_62» 52" 144» 7'_44» 52"21 Main Street Stony Brook NY 11790 riser. Handrails shall terminate into the EL = 21 -0 wall at bottom and into railing post at top EL = 20'-7" grade descends phone. 631 686-6585 and shall have a space of not less than �, fax. 631 686-6786 1-1/2' between wall and handrail as per sections R311.7.8 of the IRC steel or alum.grate cover - ----`- ----- to -------------- ------------ -------- -- ----- - - -- ----- - -- --- - - -------- „ i---- ---- - -----, � � -------�-------------------------------------�� - �-- - --, , - - ----------------------------------------------- -- _ _- - _,-h = email. MMacrina@optonline.net to be painted with a 36"x36 v - - - ' I -� ---- i web. MMArchitectAlA.com acces door that can be 1 �, ' removable from inside as - 1 ____ pitchY$' perft. _/ ® J ____ _______________________________________________M__ = 6"x6" P.T. posts These plans are an instrument of service and are per sect. R310.4 of the IRC -- ~N p the exlusive property of the architect. _ ___ ____ = wrapped(typical see EL = 19'-0" p p y 20'-0" p '1 - i r _ ---I--- I--- N I I Infringements of the concepts and design ideas �� I 1 I I »I detail sheet A6.1) presented on these drawings shall be prosecuted 3'-0" 1 T-p" _ - -U n coe red io 130 I j _ co I I I to the fullest extent of the law. Copyright 2019: landing 00 I P _I I I Covered I I ``� Michael Macrina Architect, pc. All rights reserved, - Y _ 7'-2- _ 42 N " _ , „ do PorchI no part of the plans may be reproduced without = = oo a -- 13-0 4'-0" - �_____� I 1 _ the expressed written consent of the architect. - - - -- - 1 - - '# stair landing 1 _ EL 19-2 i EL = 21'-1" I I ----------� wn oww II I • _ o o nc -1-- - --�� �., --- Drawl Status -below � --- - --� I N � � - � �•%� 'ng S f- -; --------------------------------------------------- z - : I -- r--- -- - - 1 - = at�o _ - -- - 52" :5 2„il I 44» -- - - - - _rG5'-64” 8._6�,, I i A5.2 L-- - � J �_- -- 1 1 _ -- I I 1 1 down 5" I I I I „ II I A5.2 j EL = 19-2 I , I I 1 I 11 EL - 21'-6" CD A/C unit A/ unit i i i i i i i i - down 5 13'-5" i 331 EL = 19'-O° -- � -=� -- { for I � Issue min. 36"tallLIN I I foundation guardrail from 1 1 I I 1 1 I I I wall below tof foundation i i 11 11 11 ' �� `ri tel; a 1 EL 21' Const cion p I I I I I I I I , • I I I I I I 1 • . , I I I I I I � I. I � --------------- I I-----------------J L--------------- 2"thick random I' down 4R at _ -------------- o o , ----------------, r----------------, r- pattern Bluestone li I � ! ±6"each i Down i / I I I I 1 1 ---- ---- pavers over q d 14R i i i i i i 1 concrete slab i I (12"T at M4') 1 1 I I 1 1 I 1,396 s.f I I handrail '� I I; I ; t0 code EL=11 -0 o Dates Cn cV I o 11 11 I I E 1/31/20 Issued for Construction 12 I I I I I I 11 1 I I I i pitch Y" per ft of o 2/23/21 Updated Code _ concrete High Point 0 o I I I I I I I h g e _ / 101*17 r7 I ----�---- r�� I I I I I I �----L--------- ---------- ------laming Dn. t4" EL = 19'-9" 1 1 1 1 I I I I I I I ---- --- ------------= l , -J ----------------i L---------------- - - - ----------- --- � r � r _ 1 2 114 » 4 I 4 I I 1 I I I I I I ---"}-"-- 4'-0" 17'-8" 12 I 1 -5" 16'-0" I I - Covered 1CO 1 I riles _ `F O in I I 1 i I I I I I I I L 11 11 I / Porch I 1 0O M O r N r--';-- I No. Date Description 1 1 I 1 1 I JO I 6„x6'P.T. posts to be I 1 __-------- -I 1----------------1 I- ----------- ------ wrapped (typical see I i I a - ---, ------- -------- ----------- 1 I ------------ --------------- -------�----- ------ � detail sheet A6.1) i i pool Project -----tl------ ------ ------- ---- 2" , others Ll " � 4' 4" 30" 30"1 - ---- --- -- I y Proposed ' " , ' � � 1 � base 8-2 1 ba1Se ---------- EL = 21'-6" -f to structural beam _ Residence O O 9H i I 1" ---� - ---' - --- - --- — ±19'-70 5-44 I 1 i down 5" 52"1 I - 41»I I I For 5-44" '4,,1141': i 1 4 ' E 1 1 1 1 --- E A5.2 A5.2 1 1 1I !' rL .. Low Point i 1 1 EL = 19'-6" --------------------------------------------------- o - _ Rachel - I down 5" 1 I I i � .- - - _ 1 Covered 1 1 I - 1 1 down 4R at- iI -T F rn I I " , - - 1, I " I Porch , " I I, » . » ±6"each j - - - -I - - F Murphy 1 1 � i E I 1 4-2 {- 11'-5 4-2 I 18-2 4-2 17-5 20" 130 I - handrail { A5.2 A5.2 _ �I� I I 2 base f base 1 ICD ase - as to code I pattern Bluestone 21695 Soundvlew Avenue - Ito _I I w I I I r to I ick random o °'� I I own i - 11 I �-+d I =. 1 avers over I I Q n L - - p - I - - = 1 1 I _ -I -- - - concrete slab L_ "' U `n i i t6"each o _ �� i i _I o o ® ----� -� I Southold, IVY I-_ 1 EL - 21 -1 1 �, I N - - - o I - —- - - - ---- _ -- - - - - - s n pitch Ys"per ft. - --- -------- -'�' - - l �IN - -1 r -r -IN 1 �n - - - ---- ---- --- -- Jurisdiction -- - � I L---- -- -- ' ----------------------- t-F- --- 11 - ---- ---------------------------------------------- - - ----------------------------------------- ----------------------------------- - , r __ 1 '__ ___________________.___.__.____-._____________._______.__________________ _ ' _�__ _ ______ _ ____ _____ down 3R at t6 eachd EL = 19-0 -- -- Town of Southold p --------------------- ------------------------------------------------s -------------- ------ ' Suffolk County p 6"x6"P.T. posts to be ------------------------------------------ step--------------------------------------------- wrapped(typical see Driveway detail sheet A6.1) EL = 19'-6" Drawn By: e 'r EL = 19'-6" 1» 1» _ 3» 51" 1» 51" 51" 1» 51" �_ 3» 1» 1" ,_ 1» 5 M.P. le, 1 144 142 13' 64 2 14 2 14 2 19 64 14 144 9 04 2 Checked BY : 20'-0" •i/-,, A � C 52 \ 2" 2" „ �.. 4•S' 5 5 5 M.A.M. r }" , ,�' k •._ 1 67'-72" 10'-8" 144" Job No. r � v: a porch roof framing porch roof framing ®'7� 1764 15'-0" 64'-0" 10'-8" porch floor framing porch floor framing Sheet Title 74'-8" Porch/P,`a io Plan A B C D • A5.1 A5.1 AU A5.2 Pro[2osed Porch/Patio Plan Sheet Number : 1/4" = .1 '-O" plan north 2 2 A ?13 C D t A5.1 A5.1 Typical Roof Deck Construction x . 57'-6" 5/4"x4"Decking set level " " over tapered 2"x4"P.T. Sleepers at 1i2-0 12-6 over pitched EPDM Roofing System (tower) over pitched 3/4"CDX Ply. Sheathing 5'-42" 13'-5" 9'-4" 11'-8" 3�-21" 6'-3" 6'-3" over tapered 2"x furring of post of post and of post C of window tof ower post and (pitch roofing over floor joists at 16"oc ng to scupper as shown) i h Zra E�� I bathroom to Typical Roof Deck Construction (see detail'4' same sheet) -a c: C-a 5/4"x4"Decking set level of ridge above Kf1 c r 1 n over tapered 2"x4"P.T. Sleepers at 16"oc ------------- ---------------- -------------- ------------- -------------------------------- ------------------------------ rC tE) ct over pitched EPDM Roofing System 4'-8" 4'-8" ----------- ---------------- ---------------- -------------- -------------------------------- ------------- over pitched 3/4"CDX Ply. Sheathing equal equal over tapered 2"x furring 5'-113" over floor joists at 16"oc 5 I to beam �� " �� 21 MainStreet Stony Brook NY 11790 5 l below 206 _i o 206 206 206 5-1 4 i I i (pitch roofing to scupper as shown) A6.1 I -into learn . (see detail'4',same sheet) 1 631 686-6585 205 205 205 elow phone. 631 686-6786 �N 202 202 = I 202 202 = ------------------- CD email. MMacrina@optonline.net O / O O / O �N ----- - - ------ ----- --"--- web. MMArchitectAIA.com AKN - E I 30 202 202 ------------ -- - _ _ -- ------------- ---- 207 N rLo �, These Ions are an instrument of service and are align over wall below / I c2 0 5 205 206 o a the exclusive property of the architect. - bunt-in window seat i -- p G A6.1 I = Infringements of the concepts and design ideas ---------------- G _ _ 3„ " -iN = ; ; I presented on these drawings shall be prosecuted A5.2 Vathrm.' " 9-10 32 8-3 L 39 LID1" ---_ s� -- - v io A5.2 o the fullest extent of the law. Copyright 2019: r-icv ', 525 r " ''- Michael Macrino Architect, pc. All rights reserved, saddle _ - 1 205 20ti �N no part of the plans may be reproduced without 5 ! ! = saddle 52 O tallin over wall j 0 athe expressed written consent of the architect. sloped .-�, �N 6-6 11 -7 ,_, gceilin `r' A6.1 �, Tile Flr. 1 ! to be 36 a9 I 1 align door location ;� ofd deck min' o-S o en to 5" �- __I EF - , --- with opposite I P 1 51„ 5 " c° ] 24 bedroom door 1 above A6.1 24"tall,2x6 framed wall 2 2 2 $ '- " 31" door 31_" 5 " I 205 ( I i ! copper w v Drawing Status 181 3 ,3 � I � 2 � � I '-----------j `� I scupper] _ 12'-0" i 206 = i II of at 16"oc with 1/2"plywood 12'-p" ' Roof "5/4"x12" sheathing 'Azek'tapered sca - fi epi a «_ rto \ 3"vent i p = F flue - stack Bedroom `D00 . 11'-6" Deck _ 1 w/11"x4"apron each side o ,•, A -. 1 Ci9 52 205 206 i to Bedroom O closet ❑D -' ' ❑' #4 T-0" 10'-1" 18" #� Issueu ��#3 ________________ E ❑ CD L----- - -;-- I ! ; i 51' 9'-1„ 39" 0" j linen seat 9.-1 ------------ ------ T Constl l�l2 P 9 12 " 1 = = Bedroom [C20 - 'I.,ICIo CI -, - c 0 o'3 -'------------- -------------_--_-- --------- --------- ------------------- lumbin 31" g O L3�--J "� 1„11 � - - decking to� ; - ----------- ------------ -- - --- ------------ --------- ------------- ---- wall -,- 202 2 31 3 = #1 - - �be selected1S.D. shim ey /2 ,_ " 2 NN M _ - -------------------- --------t- ------------- _ 1=rcv � eren a �� � 12 � 9'-1" '- �- - iIiN CD 30 Lo cased openin � Cig. I $�� 52 -------- 3 " 32 52 - �� O 601" 4'-8" -6 2" 42�0 7" = 352 - 5'-3" 2 x8 built in i ! �� M i i o 32" E N linen ❑p closet N top of decking i Dates landing i D o w n I I S.D. t - ---- --------------- - 10"T) I _ = 1" to be aligned - 9R( --� 15 32 with subfloor _ -� 3 ; _ ,�, Qg r, " 1" i 1/31/20 Issued for Construction o thrm, 0 26," 6� /52 5� i 3" d N ],R _' 3 i - 1 -- -- -- -- -- -- " " g'-11„ 13'-0 " 354 1 2/23/21 Updated Code 1 r i H a 2 / 48 x87 " 52 M o j bei'136"off deck min.-- #2 F I ! i i i min. 36"tall = r--------�'�'i _ - r o___ 2 2 ---- i to beam �r i 2T2 T11e Flr. r- stackt I railing i pull down attic� � i i �------ -11-4 P 9 -�� �_ _ - ---- below _ L--- �, ,� case _ itch roofing 1 Dow o to stair discuss (J - --- r- I I ; ; 1" I with client for ----- _ ��opening ° u, ° ; Ya /ft. .W. Roof 9R(10"T) i 9- ti ❑G copper; ./.� O ° 4-6 6 8 O ! scupper, i Deck ft2 16 g „ " ' i /12. 2 mi�a36 tall exact location close 13 - --------------- {"i, �., i ' i $ PP ----- g ------------ Hall l - :copper railing �uer _ Bathrm. E- Itch roofing I, v r 24"tall, 2x6 framed wall 9 saddle � _ - �� Ii I I „ _ 10LID 9" # ----- - at 16"oc with 1/2"plywood 1 L ,n -- ---- I I o M /a /ft. S.D. M o i O CI 1 -------------------------- -- --- ---- �N ng each side with 0 14 T 4 204 15 1 209 -- ---------- ? i 5/4"x12"I'Azek'tapered cap 32" 51'x; 32" M saddle 51„� I T r,�, N w/1"x4"apron each side 04 15'-0" / 5'-3" 9'-1" 2" 7,_8" 5,_0„ 9'-121 E MLo a)o I c to be all ned to o ec m P g g I it I - � -- ❑ 1" j with subfloor �_ _ - - -----------------------M ------- ------------------ o 5 ,"_ Bedroom ii �N ;; 209 ------------------- ---------- ----------------- 2 -- Description -6, 0„ 9 6 � shelves " Wa I k-I n � . . . . �, ° O M � No. Date to wall �;I It;J Closet 26„ - I 5 �- - below decking to �, #2 II 9,_1„ = open to o door I j Project Lo i be 11, ected I ;; Eo below ;; I i : A6.1 i g. !; 1 I ------------ --- h - „ C) - - -- 1 --- - CI9 N CI 1 EF Tile Flr. 209 - ------ --------- .i r x� " 1- - - - T E _ 1 L_I Proposed E 1 - - - 9. I IN 1" u n 1* :i2 i A5.2 t "' 1„ 1" 52 -12'-0" 31" II 39 52 42 51 9-1 52:1 42 " ii =^ _ " 1" 1" " I 2 302 / li / " I 2" " " 4-2 60 t 3 N 6'-12 52� 301" 52 5-94 j N _ " Residence terminate boiler ii o o intake and ex ust Walk 3- .0 °' flues throug wall hase = 5 ii _ M`V 140"tall as per m ufacturers r` A6.1 O CIOs t _ �" 3"vent o wall ' 5 specific Ions N 10 #2 __- _5-- - stack ,I I_ A6.1 I -- i --- - - � -A6.1-- - F I I / _o h1J i ------------------------------------- -------------- --------------------- ------------ ---t= - __iyp>caL- - -- --- ------------J i Or ---- - - - ---- 1 - - - ---finished - ------------ = j o -flooring- .-K., i F o ; i j 201 201 N -shelf - -_ -- - N T1 201 ILD ! o F -- --- - A5.2 N i ------------ ---- ------------- - ---------- -------------------- ------- -- -- ------- ------------------------- ----------------------- iv A5_2 203 202 202 in 203 �.d- j I Ln 1/2"Gyp. Board Rachel (typical) 1"x4"casing --------------------------------------------------------------- -- ------------------------------- _____________________________ _______________ ___________________ _______ _______________________________________________________________ ---------------------- ------------------------------------------- 1/4" __ Murphy reveal --- --------------------------------------------------------------- ---------------------------------- -------------------------- (typical) 21695 Soundview Avenue 1"x Flat Poplar of post and to be painted of post and of window door below and of window of post and Southold NY bedroom ridge above bathroom Shim Space 6'-0" 12'-4" 6'-8" 6'-8" 12'-4" 6'-0" equal equal Plan Key Notes Jurisdiction 50'-0" S-0" I n i Custom Shower with: 3,_0„ �J Rough Opening 3" -Custom tempered glass enclosure. Town of Southold (see plan) 51-93" 56'-0" -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over Suffolk County thin set mortar over Schluter-Kerdi pre-sloped shower tray over / thinset mortar over plywood subfloor to be installed by manufactures specs L Typical Case Opening etas or other approved waterproof pan system A B C p (see detail sheet A6.1) Drawn By: 3" = 1 '-O" -triple 2"x4"curb c X �P�a°s► A5.1 A5.1 A5.2 A5.2 M.P. -Secure the water supply riser from the shower valve to the shower head to the permanent structure. (9` t'��@. '��+ ��• Checked B 14 " w, FLOOR PLAN LEGEND -Shower to be equipped w/pressure balance control valves. y ' °i R Proposed Second Floor Plan „ M.A.M. 4 2 n ' 1 -Surround to be the over 1/2 cement bd. siding- -Shower seat(16"tall x 16"deep where shown on plans) s .. - 9 Sidor STRUCTURAL POST 1 /4 - 1 -O" underlayment 9 min. (2)2x6 unless noted -install 2 x12 blocking around shower base between each stud. Job No. otherwise on plans 1764 ` of: t��c� g 30"wide x 24"deep x 36"tall vanity with 1"filler 6" NEW FRAMED WALLS counter top to be selected by owner Sheet Title unless noted otherwise on plan / C 36"wide x 24"deep x 36"tall vanity with 1"filler TALLER/LOWER WALL or %ii E.P.D.M. u� �/ NOTES counter top to be selected by owner t Roofing N " (refer to sections) >1 g � Second' Flr. Plan Saddle to be Door " ,o \� �� ABOVE SUBFLOOR A.S.F. ❑p (1) 14"deep shelf set 68"above finished floor selected Max. slope of 1:2 3/4 P.T. c� \� 1. See sheet G-2 for insulation specifications. and metal rod set 2"below shelf Tile Fir. SubFlr. Ply' `�'s 'o� 2. Install all smoke detectors throughout home SOFFIT / WALL CABINET � (5) 14"deep wood shelves to be painted Wood Fir. Ripped as required by the 2020 RCNYS, sect. R314 and ABOVE ABOVE -- _ -� Q space shelves equally 2 91 x4 P.T. n - oted on sheet G 2. „ „ mud base \ �.�� r 72 wide x 24 Furrin dee x 36 tall vanitywith filler 9 \ TECO INSTALL SIMPSON STRONG F❑ t 1 f e 3. Install all carbon monoxide detectors throughout TIE JOIST HANGER counter top to be selected by owner o home as required by the 2020 FCNYS, sect. 915 and Blocking -Floor EXHAUST FAN EF Sheet Number . -�Joist \ �� noted on sheet G-2. (min. 100 cfm to be vented to exterior) 108' wide x 24"deep x 36"tall vanity with 1"filler Typical Door Jamb °- yp counter top to be selected by owner from Corner Typical ca I Saddle Detail i I D eta i I 4. See sheet A6.1 for window/door schedules. yp `>,;� of roof deck at wall Required Hold Down Free Standing Bathtub: 5. See sheet A6.1 for plan key notes. Location (see detail) ® T1 -42"x72"tub to be selected 3" = 1 '-O" 1 -1/2" = 1 2m z - '',sr'�+ yya 's i Cq- h .0a � I M -a Cr1 n -a Architect 21 Main Street Stony Brook NY 11790 A B C D A5.1 A5.1 A5.2 A5.2 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@optonline.net 6"x6"P.T. 6"x6"P.T. web. MMArchitectAIA.com post(typ.) post(typ.) These plans are an instrument of service and are the exclusive property of the architect. --------------------------------------------------- ---------------------- Infringements of the concepts and design ideas ----------- __-__ - ___ _ __ _________ _ _ __ _ _ -I, - !-----------------(3)14"x 11%$"Ivl low porch beam-------------------- presented on these drawings shall be prosecuted I to the fullest extent of the law. Copyright 2019: ;I Michael Macrina Architect, c. All rights reserved, set - f beam 10-1 A.S.F. no part of the plans may be reproduced without 12,-5 n COV --- ---- --, top O _� the expressed written consent of the architect. lr V ered 2x6 C.J. I outriggers 0 o� I I I 3 1 "x91"Ivl low porch beam 31 , I I Covered V �" 2x6"C.J. I ( ) 4 2 Po - - (3)14' x92"Ivl low porch beam I I v at 16"oc c' I I set to of beam 10'-1"A.S.F. _ Patio #2 set top of beam 10'-1"A.S.F. I I zo Porch �, outrigger I I p I-- t_ I I x - at 16 oc I Drawing Status I 1 I N CC(0 I - ------------ -- ---- - - ' I I --- J ---------- (3)2"x6" N 3n 1" N - I --- - post 1 14 92 -- --- - - - - - ------ ------ I U � ' continuous x r \ (4)2"x6"ost 4 2x6 --- --------- P„st(yp-) _ _ ( p (2)211x611 (2)211x611 (2)2„x611 I ! _ of post - - 2,.x6”C.J. - -�---I n'nuo a - _ r. post post post (2)2"x611 at 16"oc - - - (4'length) I G _ - jack I line of roof deck above - I' I ; (2)2"x6"flush clg. hdr. G -i- _-- r ' - s s�a efor o t 1 Continuous(3) 4x18 Ivl hdr.(2p length) runlh aderplong I I s " teco A5.2 s L 2 2x6 2 2x6' 2 2x6" entire�v�ll over all four posts as shown on Ian I 1 I teco C.J. to header I I Dining „ parapet wall above O O O 5Ya x5Ya I I I I 5Ya x5Ya 10'-1 triple 1pa x7Ya Ivl under A5.2 i 1 1 Construction -51post post post � I I I I I I I I � I'� I I rn I I P I I I I P I I Room Clg- L j Eo I I� -- -- X � .� versallam post - versallam ost -o m I I I (down to fnd.below I I I I down to fnd.below) 1� a) o coo i1I i i LL: Bedroom #5 - a 1 ii M M I I . I I to o co E0 14 TJI-360 F.J. - o l; I o r, F- o I I I I I I �� I C 1I- H o 10'-1" _ = I I L I I I- O 11 1 1 �� 3 11 17 double 1/a x7Ya"Ivl deck joists CI 1 1 I I I I M I; E 9 `° (2)2"x6"I I I o 11 d CO I I 1 I I at 16 oc(20 length) at 16"oc(16'length) - I' I I ' LO m I I `- I I 6"X6" I I „ v i i i post i i set bot. of joists at 10'-1 A.F.F. I 1 Vii, I l i o (2)14"x 14"M flush beam ---------------J L----------------1 L----- ------- X li I '$ - - - - - - - - - --------- - - - - - ---—----— . mi I Dates 14"TJI-360 F.J. (3)2"x6" 1 I (2)14' x 14"Ivlflush beam 1 1 E I I Kitchen 2 2"x6" 1 `� I , 1/31/20 Issued for Construction post 1 I I I ca I I 41111L- TT 2/23/21 Updated Code at 16"oc(18' length) tack(2)2"x6" I I I I �I I (; I,_ jack Living i i o1Ii frame both stair walls I I - - � — I ` O> Iwith continuous 2"x6" I I a > I Room I I —I I a, timberstrand studs from X a i i I I :�I I I Covered l- - - top of subfloor to 2nd r--- - - s 14"TJI-360 F.J. floor plate(t20'-4Y4') 3 1 I 10'-1" i i `\i i t 16 Tb Jj18 101F• th---- I - W o I I I I 111 j 6x6 P.T. r at 16"oc(8' length) v CIg �i i ''- ; a c( cng ) 1 O „ --4---- N Porch L _ -------------------- --------- 2pos6 I x post(tYP) c N - (fl I I `-'III ____r_________ _______ ____________i I Mlv o ;, I t0 .- I I , i r r5v X M triple 13/a x7Ya Ivl under N ° I' 4 2x6 i i----------------i i------------- 11 ° ° -L---- ---i I --------- ---- i i ) n u I 7 N I I. a O j (2 2x6 ' o S I 1 _ i parapet wall above j l I I post I I 11 6"x6" 11 post �---- ---- I - - - - - post p po 11 ---- -- I D I I!n j 1 I I 14"TJI-360 F.J. I I I I ! i 8 double 1 Y4'x7Y4'IV deck joists 1 iQ 1_ C:) a Stair _ I I I at 16"oc(22'length) I I i i ----;---- at 16"oc(18'length) Uncovered s 1 o Opening - I i i i i i i (3)14'x 14"M flush beam r - set bot. of joists at 10'-1"A.F.F. i I Ir No. Date Description double 1/4'x7Ya"Ivl F.J. Bathrm. oo ` t 3 at 16"oc(16'length) 1 i I i 1 1 I 11 11 - -under bearing wall above _ !-__I___-_ ° I I iCU Patio #1 p u' I I 1 I 3 6P I 1 1 3 6 I � - 51 1 x concealed post cicl ✓nl I I ost down I I __-_- ! I 1 i i Project I I I IP n n I I = --------- �---- I I p j provide blocking ; 1 „ j I flange to beam I I Ito beam (4)2 x6 I I I� I �J I I 1 1 for glass enclosure stai o nin �, hanger below I I 1 below post I I �' ___ r �' I i o f v --;-- (typical) landing P I I I I I 111 -I O r I o I _i i 2)14'x14"Mflushbeam_i i— ----------- I I ------ " I I (2)2"x6" �i Proposed ---------- --------- ------------------------- > I — — — — — — �— I I ----- ----- o i-----------';---- --- - '--(4)2"x6" \ __I ___ triple 1 Y, 7Y„I d ck � 1 11 I a --- P - ----- ----- nP a x a vl under I Residence L__—_—JI—_____L OSt teco o � � parapet wall above i I I -i------------.1 i --L----- LDL Hall closet Powder - - - - - - - ------- - - - - - 6 r Foyer / a Room 1 �'�° line of roof deck above (2)2"x "flush clg. hd o HVAC -� m #2 ! v o 2"x6"C.J. . i 1 j teco C.J.to header 1 l _ Roo Powder- -----; Pow Garage ; m- chase o (2)2"x6'1 I - --------- 0 (a'ie gth) I 1 10-1 - -- m I 1 Clg. Laundry X jack _ --------------------- 1 ROOM ° #1 closet (2)2"x6"flush ; �� a ',� _ _ 6"x6"P.T. For �.i _1 C 1 11 � 1 ' - ------- --_' T3„x92 rvtTow rcfibeam �-------� 1; Post(tYP-) --- --- Above (jack 61, M header 1 ---- - - P--z -- -�- . --------- P I I set to -- - A.S.F. ------------ 1 - o eam - 1 (2)2"x6" Pantry 2 I ` I I 2 C{C 611 2'x6”C.J. I 1- E - - - post 14"TJI-560 F.J. (j) 14"TJI-560 F.J. X at 16 oc I i --- --- -- - E �o c � I I t I I ' `--''� rav I 1 s ' " vl under o at 16' oc(24' length) _ at 16 oc(24 length) 1 (6'length) 1 T A5.2 triple 1/a'x7Ya I u e I I _ I I 1 1 1 - ---- --__ A5.2 parapet wall above M�Cn I N 1 o i 1 i Hall i 1 i / \ E i,, v� co Mudroom JCI 111 x `� Den Rachel 11 11 g N I 1 (2)2"x6" �I I ;; CIg i -- M 11�1—_ 1 p Mur hy ixo ( post x6 - - tack 411 T I- F.J. (2jack6 p l I E __. - post O v I 3 1 x 14 Ivl hdr. 3 1 x 9 'M hdr. - I I I j (3)211x6„ N c6 (3\211x611 sll ,11 I � _ jack lack (3)14 x 92 M hdr. O -4 O a" 2 I 1 TJI-560 1 --- ---- j t at 16"oc(18'length)- 1 ,. „ "• I at 16"oc(18'length) -- - - I (2)2"x6"jack (2)2 x6 tack 1 each side .14"TJI-360 F.J. each side I X' I I o 1 21695 Soundview Avenue -- SNI I I I I 1 I I ' - - - continuous 11 „ continuous 1 1 �J ��i i a� ! --- F -- --------"- F M header i i I j T- sl ,11 E I at 16"oc(22'length) U 1 E ( `�� I - - -' - - r-- _ _--- Southold, NY 1 I� (2)2"x6" (3)14'x 92 M hdr. (2)2 x6 _ c�I I I I= m 2)2 x6 (3)1a x92 Ivl hdr. (2)2 x6 f �6, r, I 1 rn A5.2 2 1-11 x 11/ Ivl --I post post ,� I I I 1\ post post goo '��, A52 - - - - --- O a I I o I I I line of floor above I I I o L \ I I - c I 3 7 - low porch beam et top I I - - ci o X i - - - - - - - - i X L v o�. % o� I I I - --- _ rn _ Jurisdiction of beam 1U-1' A.S.F. III _ - ° a mai i Covered i � m � � o��h� ----- -- I 1 x x } - I 2'x6"C.J. I x --J n 1 I I I -1-- ----- - ----- 1- --- N (6(o M 3 I ' I M N m(fl �' �/• ; i ----� -� _ _� -I _; N .� 0 1 at 16' oc I 2"x6"C.J. outriggers , --- -- -- -I I 1 I Porch ' 1 1 v �a - -i l --- — -1- - at 16"oc 1 I - ---------------- i ! ------------ ------- 1 (4 length) ------- - Town of Southold ------- --; i 1 (3)14"_x'11�/a"Ivl low porch beam -' - (3)14"x 11 Ya"M low porch beam ! (3)11'x aa porch --- i! -- - ---- -- --- l - - -- L---- - ----1 low ----m r---- Sim son HUC412�x� -- - -7-,-------------I ----------------------- _------- ---------------------------------------------- Suffolk Count f concealed flange - ---- - -- ------------=1 - ---- -----_----- - - - - y p - --- set to of beam 10'-1"A.S.F. - - - - - - - - -- P set f m _J I' hanger to be Installed ,, ! � set top of beam 10 1 A.S.F. se opo beam 10'1"A.S.F. prior to beam installation - - -- ----- --- ' -------------------------------- ----- ------ Drawn By: 6�-0" 6"x6" P.T. 6"x6"P.T. 6"x6"P.T. cantilevered beam post(typ.) post(typ.) '- -- - - - --- --- --- -------- --- -- - ------ - --- -- - -- --- ---------- --------- post(typ.) Po (tY) M.P. �'t `� Checked By: . � a V .r�•{ M.A.M. �r 't 1 !' Job No. 1764 Sheet Title First Flo Proposed First Floor Structural Plan �. LEGEND Structur/l Plan 1/4" = 1 '-O" Indicates Bearing Wall 7 17 17 17 77 17= Sheet Number 1 � c � I a c r 1 n c-a Alll,,,rch iitect 21 Main Street Stony Brook NY 11790 D phone. 631 686-6585 A5.2 fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans are on instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted ------------------------------------------------------------------------------------------------------------------------------- to the fullest extent of the law. Copyright 2019: A B C Michael Macrina Architect, pc. All rights reserved, -------------------------------------------------------------------------------------------------------------------------- no part of the plans may be reproduced without A5.1 A5.1 A5.2 ; I the expressed written consent of the architect. ' I j Drawing Status j continuous(3)14"x 92"M hdr. ' continuous(3)14"x92"M hdr. continuous(3)14"x�"Ivl hdr. ------------------ ---------- - ---------------------------------------------- -------------- - --- ------------ -- -----------�., -- ------------- - (2)2"x6" (2)2"x6" (2)2"x6" continuous(3)14 x92 M hdr. i -- -- = I (3)14"x 92"M hdr. post post post G� Issued for ------ i (4p2'x6 (2)2 x6" _---- --------- A5.2 ------------------------------ e7 - 2 2"x6" 2 2"x6" I post ' (2)2"A" )2"A" 1 - O p 5. O O 4 2"x6" I post � � '� I � post post 1 post i - -- post post i s s I ! ConstrumI n sloped P : ceiling I -- - E E II C I ! ----� _ B t Bathrm. Dg.-, (3)1Y" 14" vl -; m °�' ami 12tobe _ 1 - post#3 - - - 9'-1" U 3 i 11'-6 s i am I o _ II I ' " E C g Clg. - o co : D> X U _I I Bedroom -------------------------------- (D : : - pro ing N `-r° I I (2)2..x6.. III _ Bedroom -- vide block o I o for glass enclosure � °-' x i post ` #3 X ;� (typical) I I Dates o 9._111 04 m o linen CO I ; 1/31/20 Issued for Construction U I Clg. �.. o ----------clos closet CIg. I � I 2/23/21 Updated Code (4)2'x6" (3)1%4'x14"Ivl flush beam (4)ost6 2 2"x6" -------------------------------------------------------------------------------- p p ' O jack � N X (2)2"x6 (2)2"x6" Roof ; M� jack jack (2)2"x6' o, Deck ' M ---_--- jack - Bedroom � � z #1 U — j (3)2"x10" hdr. linen (3)2"x10"hdr. #1 II I - frame both stair IIs closet ------------------------ --= built-in x I I with continuous 2'x6'; j j j closet g-1' N o o x m � : : : --- ------ ----------------- -. : . . . . timberstrand stud fr m i ;= I I CIg. a"i M ------------------- - p of subfloor t a) _ _ ---- --1---- --------- to s oro � x10 hdr. I I I --- - floor late 120'-4 i v ( 2"x6" (2)2"x6" _ o (2)2„ _ I j ck jack Bathr r------------- #2 N o 0 o f pull-down i o (3)2"x10" hdr_ (2jack6 j No. Date Description N io o Hall X attic stair �I X --------- X --------- i 0 I - Project - U 1-----------_J N s i. 0)2"x6" N I — 1 linen171 F -_1 1 - post (2)2"x10" hdr. closet 3)1Y4"x 9Y2"Ivl flush beam12�, Hall Proposed _-- Roof - � ! '! 'I , (4)ost6 a I I l 1 Cl9 -- -I ----- - -----I Deck P - ----- ----- Residence #20-0 I I I - - I C 2)2'x6 L CO ! Walk-in i post --------------------------------------------------- ---' ; For 9-1' ii Cl g. I I a> - di 7'-44" 3,-61" �o ;; Closet ;; -6 o I j m c ;; ;; oCi pen to ;j #� I - - )2"x C) En--- -- I I X Walk-in 9-1 : : I r `�� rn Clg. - -- --- - - - - FD o o „ below II L -t- I . . 1 c Bedroom ' - - . „ E i coo C Closet#2 o Cot°' I c i E A5.2 t (2)2"x10"C.J. under `0 0 „ - I x �' Bathrm. 8 I A5.2 dormer walls above 1 ;; ;; (2)2 x10 C.J. under o ! Rachel 9'-1" .I dormer walls above 1 cV - '- (center under CI (3)13/4"x 14" Ivl tT-11" #1 ) I g lowbeam soffit height (center under i! dormer walls g �; I .r dormer walls) , - Murph (ling I I (2)2„x6,. (4post6” ! ii (4)2„x6.. I (2)2„x6„ I - - - -- 1 `�4O ., -- - 1 post --- -- ----- 2 2x6 -- ------ post post --most li - - 216 A ' ; ' ________ _ � ; � , 95 Soundview venue --------------------- ----- __-_-_-_-_-_-_-_- -------- ----- ----- ----- ------ is! -------------------------------------------------- -------------------- - continuous(3)12"x92"Ivl hdr. ---- --- ----- -- - --- continuous(3)14 x 92 M hdr. ! Southold, N F -r_,_ , , 2"x10" .-J. s., �,. ---------- Y I 1I at 16=ocF A5.2 I ----------------------------------------------------------------------- ------- --- —{20'length)— A5.2 ---------------- --------- --- „ �. Jurisdiction (3)14 x 92 Ivl hdr. ntinuous(3) 4x92 Ivl h (3)14 x 92 M hdr. ; Town of Southold ---------------- ---------- --------------------------------------------------------------------------------------------------------------------------------------------- Suffolk County r Drawn By: M.P. �� �' a✓ �"�f°. Checked By : age A B C D M.A.M. yf' A5.1 A5.1 A5.2 A5.2 d Q� r-� Job No. 1764 Sheet Title Proposed Second Floor Structural Plan LEGEND Second1Floor Indicates Bearing Wall Structural Plan 7ZIOlZZ7__LI_ Sheet Number M ii C7,' h .-a e I ,a C;' r i n -a Architect 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 /D fax. 631 686-6786 email. MMacrina@optonline.net web. MMArchitectAIA.com These plans are on instrument of service and are the exclusive property of the architect. 2 4" f a E;c1 a c>\/er h an g Infringements of the concepts and design ideas A presented on these drawings shall be prosecuted A5.1 A5.2 rn to the fullest extent of the low. Copyright 2019: Cn o Michael Macrina Architect, pc. All rights reserved, C � U no part of the plans may be reproduced without 0� 0 he expressed written consent of the architect. E -------------------------------------------------- ------------------- -------------------------------------------- - > t 9! -0!!------------------------------------------------= (0 - 0 0 i --------------- -------------------------------------------{-- i 2 Drawing Status 4.5 2"x1 0"R.R. *o- 24" fascia overhang -12 :1 1: C4 24" fascia overhang at 16"oc 2"x�"R.R. - .5 1 42 fascia c) E�!r h c3 n g below at 1 6"oc K R.R. R.R. ej 14" r-C)k E� \/e rh an a 12i' 'fascia----__ 2"x8"R.R. --4-5------------- at 16"oc - --- ------ -0------ - Z/_ 1 _20� - - - -�_ - I I" - overha 71,/_17_'Z - - , - - - - -0-- --- __K G _N ------------- 00 — _rG �erh 0 0 X - __:ov:e r h�a 14" fascia-lo angi ----- o 7.5 = cu 14" fascia ------------------- ---- --------------------------------- --------------- 0 N Issueu for A5.2 ------------ - ------------------------------------------- 1, r---- + C�> ZD N 91 -------------TT--------------T------- -! T----------------T---------------------I T T flush ceng V ?< - 47 ITTT - 11 F -- ----- (see sec. floor structural plan) 12 --------------------------------- - ------- constructi0on 12 Tom'--------- > 2"xl 0" R.R. 17_5F' 0 at 16"oc '71 7. -- ----- (36:12) /7 2"xl 0" R.R. L 2"xl 0" R.R. 2"x10"R.R. _7 2"xl 0" R.R. V at 16"oc t 16"oc 16"oc at 16"oc 41 0 a at 0 2")12" 1 + 4-- — --I : 1�1 11 (D purin > ! 1�1 t. 0 12 12 0 0 7_5F' tX Dates 1/31/20 Issued for Construction N L------------------------------------------------ I R.R. o- -----------------------------I r-------------- tm 11 2/23/21 Updated Code X C ; cricket oc 24" f c3 E3 i ci overhang CD (0 (L) N ---------------------------------------------------- ------------------- 0 ---------------------------------- -C LL0 L7--------------------------�J L-------------- --------- -------------------------- ---------- ---------- IF-11 : i X I CD (0 > N 0 0 4.5 \`-24" fascia 7-5 2"x8"I .R. overhang 00 N r 0� 0 at 1 "1 oc X = T_ : L--------------------------- ----------------------------------------------------------------- L------------------- ----------------- CA i----------------- r---------------- -------------------------- ---------------------------- C • --------------------- ------------------------------------------------------------------- 0 =X fa I -C I L 4-- Roof ---------- ----------- - ----------- Deck L -------------------- > No. Date Description ---------------- 121 I' 1 -3/4 x I vI rid g e! board 0 # N Project 0) 1 `------------ -R----------------------- ---------- -----------T------4_�2'�(10" C C (2)2"xl 0" R.R. 2"xl 0"R.R. -- ------------at_16�oc------------------------: I I : i I at 16"oc 2"x8" R.R. L -C Proposed -C at 16"oc L L U L (3)2"x10"hdr. L ---------- > --------------------------------- -------------------------- -------------T------------- - -I I ----- > Residence 1 r------------------------------ -- --------- ----------------------------- -------- 0 /X 0 -------- --------i Roof L--___ -- -- ------------------- -—-- - -- -------- --------- DeckF_� I ILA= 2 ---------------------------- X" 0 -5) 0 V,' 45F777-' 00) C: #2 0 N U) - C 0) 1 0) c> (D a) ROOF PLAN LEGEND L I W - 1 4 i i ' 'I --------- - : M - For �L-1 ZD , I rZ rL ---- 4M Ir/ 0� 0 N 0 1 00 ci� 0�E . I I I I I I �! C ?< -Z6 :;t 0 - I — 0 -------------------- ----------c:_ 0 C3) ------------ L-----------------7_�S ------- 4- C\1 f0 1 L_ t = C 1 r-------------------------------------I - ------------00 �---------L----------------------- CD CD (D a) (0 _X > > Q) co - 0) 45 WALL ----------------------------- 0 0 > > ----------------------------- ?� Z6 0 L 0 (D BELOW ROOF 12 0 0 N INDICATES ROOF PITCH N -0 fascia overhang '9X r i i : 1 24" I 00 12 - ----------- - ------------ Do 0 _00 00 E -------------- 4r! A BEARING WALL ZZZZYZZZYZZ- Rachel J, �12 BELOW ROOF L -�2 _ -- - -- - - A M 12 12 0 2"A 2" C INDICATES AREA OF 2"x12" 5 7_5F" N or u r : I hang ----pu�lin 2'x8"RR DOUBLE ROOF FRAMING py0in r7, X 12' fascia over 1 1 ; N 112" fascia ove ang 2"x 1 6" R.R. at 16"oc -C V W C) : 1 2"x10"!k.R. . 0 7'-2- 4'-0" 10 : : /�p 11 7'--1,2 N w - T ------- at 16"oc N at 16 ;oc T 41-0" T1 T 21695 Soundview Avenue _4 --------- ---- : 0 INDICATES POST BELOW 00 - 2"x10"R.R. 2"xl 0" R.R > =X - at 16"oc(36:i2) Southold, NY C14 M 666 oc(36:12) 4.5 flush ceiling beam below 0 INDICATES STRUCTURAL EVIZZIZZ 4- _7ZZ- (see sec.floor strucl ural plan) F� BEAM BELOW ROOF 0 Jurisdiction F 2"x8"R.R. ---------- �A5.2 ---------- L----- ---- --- ------ ----- -----1 1 4" f ci E3 c� ci c�) e-r h (o n g at 16"oc _T---------T ------T--------------- ---------------T _T-------- - 0 INDICATES SEQUENCE A5.2 4 f ci s c� a c> e r <D n g -------I------------ --------------------------------------1------------------------------ ----- ------------------- U) OF ROOF FRAMING 24" fascia overhang ..12 1 4 :'rape k E� c>\/e r��,a n g Town of Southold Cm 0 0 C 4.5 'Z 0 1 -0 ?.b 0� L) N 4- N 0 Suffolk County o INDICATES DIRECTION OF ROOF SLOPE Jo 2"x8"R.R. (0 L CO 0 > r 0 2"x8" R.R. L = N� at 16"oc -?< (0 )c ------------------------ ---------------------------------------------------------------------- -------------------------------------------------------------- .2 ------------------4'�s--------------------------- -------------------------------------------- ---------------------- ---------------A-'Z--------------------------- -------------- -------------------------------- Py--------------------- -------------------------------------------------------------------------------- ----------------------------------------------------- ---------------------------------- Drawn By: 12 1( M.P. fp . 2t. .4 4 NOTES 24" fascia c>\/e�rh a n g Checked By : � . � 2 4" fascia c�,\/e rh a n 9 -2 for insulation specifications. M.A.M. 1. See sheet G y 2. Install all smoke detectors throughout home Job No. B C D as required by the 2015 IRC, sect. R314 and 1764 A5.1 A5.1 A5.2 A5.2 noted on sheet G-2. 3. Install all carbon monoxide detectors throughout Sheet Title home as required by the 2015 IFC, sect. 915 and noted on sheet G-2. Roof Plan Proposed Roof Plan 4. See sheet A6.1 for window/door schedules. 1/.4" = .1 .-0.. plan north NOTE TO FRAMER Sheet Number All overhang sizes noted on roof plan are rough framing from outside face of stud wall \4 61 to outside face of sub-fascia and sub-rake. A01 Braced Wall Panel Construction Assembly : v°kms BWL A BWL B BWL C Table R602.10.4 of the 2020 RCNYS 3'-9" 20'-0" 30'-0" 3'-9" Method CS-WSP: (continuously sheathed wood structural panels) h .-a offset spacing between BWL A-B spacing between BWL B-C offset • Exterior sheathing(min. 1/2" plywood)attached with 8d common nails C (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field and 24" ' • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized C r i n C-a I i roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. 2.5' ide B.W.P offset -------------------------------------- -------- - mi ad CS-WSP i ------------------------------------ -------- -------------j �C itE�� C �� 3.0 wide B.W.P (see details,this sheet) 1 5.0 wide B.W.P method CS-WSP I 4.0 wide B.W.P - I ' Method GB: ---------------------- (gypsum board each side) 21 Main Street Stony Brook NY 11790 00 - ---- ------ • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. �, o ;-__ _ - - I _. Nails to be 13 ga. 1-3/8"long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, _ I _ phone. 631 686-6585 BWL 1 - - - - - - - - - - a T - - i j- 5d coolers or gypsum board nails 0.086"dia. x 1-5/8"long 9/32"head. fax. 631 686-6786 B thrm. 1 - -- - - -r - - Screws to be 1-5/8"type W or S. J L #3 ' I email. MMacrina@optonline.net 77.0'wide B.W.P ' I I 1 ' 1 1 i web. MMArchitectAIA.com method CS-WSP r m - Bedroom i ; Method CS-PF Bedroom A I ;; see detail, same sheet These plans are an instrument of service and are A#3the exclusive property of the architect. I ' 1 Infringements of the concepts and design ideas WIdeB.W.P L ______L_ l; resented on these drawings shall be prosecuted method GB Braced Wall Legend t the fullest extent of the law. Copyight 2019: I Michael Macrina Architect, pc. All rights reserved, N ------------------- I Bedroom Roof no part of the plans may be reproduced without Deck ; the expressed written consent of the architect. 4.0 wide B.W.P _J method CS WS i --- #5 #1 m , H Bathrm ! ! ! --- - f -5'-22"-►-� Indicates spacing between braced wall lines o #2 Drawing Status J r i 5.0'wide B.WSF ! Indicates braced wall lines Hall I 1 ---- � method CS- I P ' r7 �, --- ' WS 'li � - D � Roof --- -- - Hall 1 li 11 l'i it Im 0- Deck '' v, I I #2 _ 171 n � � � ;� - - - - - - - - Indicates braced wall panel Issued foi _ I ___________________________ i B.W.P. braced wall panel • " Bedroom ' ' c Walk-in ; ,I onS ruc Ion #2 Walk-in !! ,� 11.5'wlde B.W.P n Closet I Closet ' ' method GB #2 bath". 1 t extent of header with double portal frames(two braced wall panels) j i I I; - braced wall line intersection j 7.0'wide B.W.P #1 #4. 1_ I 1 4.5'Wide B.W.P i i / extent of header with single portal method CS-WSP j r Y methdd CS WSP frame(one braced wall panel) BWL 2 - - - - - ___ -_- - - -� - - - Indicates holddown --- _ _ _ -- 2'-18'finished width of opening ---------------------- I 16 i i i ---------- --- ' -- �,--'-� -i -- -- i i °° Cn ------------------------ ;---------- - ;------- - --- - -- - -- T for single or double portal o I :------- - _ _______________ ___ ____ pony wall ---- --------------------- - II height min.3"x11 Y4 net header steel header 3.0 wide B.W.P wide B.W.P 3.0'wide B.W.P i : ;; prohibited ify2'spacer is used,place on 1 method CS-WSP method CS-WSP 6.5'wide B.W.P method CS-WSP i back-side of header tension strap per table Dates ______ ___ _ ___________ _____ ____________ ___ ________ _ _____ ___ ______ _____ ___________method_CS-WSP====_______________________ ___________________ TM R602.10.6.4 I Second Floor PI I Ca - - - - $ - - - - - � - - � -- SeC nd F an Braced Wal Calculations 1/31/20 Issued for Construction (on opposite side of sheathing) 1 i I if needed,panel splice edges fasten king stud to fasten sheathing to header with 8D p p g sinkers ewith616d Schedule as per 2020 RCNYS, section 602.10 2/23/21 Updated Code common or galvanized box nails in shall occur over and be nailed to common blocking over and 3"grid pattern as shown Code ^ B C 1 2 be nailed to common blocking a Braced Wall Line Section /"� v L within the middle 24"of the fasten top plate to ---header to jack-stud strap per table portal-leg height.One row of header with two rows L R602.10.6.4 on both sides of opening of 16d sinker nails at table opposite side of sheathing(3,225#min.rated strap) 3"o.c.nailing is required a 3"1 Bracing Method CS-WSP GB CS-WSP CS-WSP CS-WSP 3 in each panel edge tYp 602.10.4 _ table Second Floor Braced Wall P I a n X min.double 2x4 framing covered with min. typical portal frame construction Min. Panel Length 27" 48" 32" 27" 27" thick wood structural panel sheathing with 8D 602.10.5 E common or galvanized box nails at 3"o.c.in all min.7/16"wood o framing(studs,blocking,and sills)typ. min.double 2x4 post(king and r structural panel Braced Wall Line Spacing per 20.0' 30.0' 30.0' 34.0' 34.0' E jack stud).number ofjack studs sheathing plan plan north iv min.length of panel per table R602.10.5 per table R602.7(1)and(2). table 8.0' 8.0' Required Bracing Length 602.10.3(1) 5.0' 14.0' 7.0' (int.) (int.) min.reinforcing of foundation,one#4 bar top table +_. and bottom of Tooting.Lap bars 15"min. Wind Adjustment Factors 602.10.3(2) No. Date Description I1 < -'I I i .I. 1. Exposure category 1.6 1.6 1.6 1.6 1.6 ------ Project 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 1.30 min.footing size under opening is 12"x12".A turned down slab shall be permitted al door openings. Section 3. Wall height .95 .95 .95 .95 .95 BWL B BWL C BWL D Lmin.(2)%"diameter anchor bolt installed per section 4. Number of BWL per directio 1.30 1.30 1.30 1.00 1.00 Proposed R403.1.6with 2"xZ)0/16"plate washer FIGURE R602.10.6.4 5. Additional holddowns n/a n/a n/a n/a n/a 16'-0" I 34'-0" 14'-0" Front Elevation METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION 6. Gypsum omitted n/a n/a n/a n/a n/a Residence spacing between BWL B-C spacing between BWL C-D offset 7. Gypsum board fastening n/a n/a n/a n/a n/a average adjustment factor 1.3 1.3 1.3 1.2 1.2 BWL A - _ _- - _ - - -_ - For 4'-0" 4.5'wide B.W.P -`- - 4'-0" offset ----- --- -- ---- Adjusted Braced Wall Length 6.5' 18.2' 9.1' 9.6' 9.6' method CS-WSP + offset _-' 2-0 r Patio 1 I 2.5'wide B.W.P 1 - offset_ on grade I i 1 1 Bracing Length Provided I 1 I method CS-WS 9 9 18.0' 18.5' 9.5' 11.5' 19.0' _ - ----------------------- 11 ------- ai 2.5'wide B.W.P r--- - �r a� �- r --1 Compliance (pass/fail) pass ass -- - - - - - - 1 , - -- p Pass pass pass BWL 1 N - _V2 _I _ - - method -W 1 1 11 11 11 2.5 wide B.W.P I I J - >m I r- 3 -- 1 Den/Guest 11 I I i 1 11 method CS-PF i, > - - Rachel -j 1 a 1 Bedroom ,; I Dining I i ;' N First Floor Plan Braced Wall Calculations 1 1 3.0'wid B.W.P I I 1 1 Room I I, meth GB I r �; Schedule as per 2020 RCNYS, section 602.10 Murphy \l _-____=i i-------i i------- 1 method a BWP i 1' m 10.0 wide B.W.P I -i r--- -t r- I, z N i method GB �® i; o Braced Wall Line Section A B C D 1 2 2.5 3 21695 Soundview Avenue -- II II II - -- - -- -- 6.0 wide B.W.P Living -Co �' 1- Southold NY method GB Room /, ----;--- --- I Bracing Method 4 CS GB CS-WSP CS-PF CS-WSP CS-WSP GB CS-WSP BWL 2 - - - - table I 02.10. •.-.• " .. I � ii ii � I - c 16.0'wide B.W.P , -- I I I I -,-----r--------- 1 1 0 Min. el L table JL_____-_JL_____-- , , 1I to an 4 4 method CS-WSP -- _____ �; a Length 602.10.5 U Covered P 38" 8" 38" 20" 30" 36" 8" 30" �r-------�r------- � 1 I Jurisdiction Porch I I LO Cl? I #1 I i i i i 1 Kitchen I-1-- ' ' N Braced Wall Line Spacing plan er 16.0' 16.0' 34.0' 34.0' 18.0' 20.0' 20.0' 14.0' _ L 1.� - - - J x I I Town of Southold 17.5'wide BIW.P I I 13.0'wide B.W.P 5 wide B.W.P c,a� 1 I ch Required Bracing Length table g.g' 14.5' 14.5' q g g 602.10.3(1) 5.0' ) 9.0' 5.0' 18.5' 7.0' Suffolk Count m I 16.0 wide B.W.P ethod Go 1 1 mil GB - � method CS-PF I � I 1 ,A int. c YI I I `1� --- _ O J_ o I I N m ) C:' method GB _ _____ I m I _11 -_-_--__- il ------- 11 -_ (int. Int. Y --r- -- I I I .J � --j�--�--- -j - --- ----------- ---L- o r 1.8'wide B.W.P I I m table N 1 1 Wind Adjustment Factors 60210.3(2) o, 21 0'wide B.W.P i nd Hallmethod CS-PF 1 I Drawn By: I 7.0'wide B.W.P S method CS-WSP ' der method GB oom#2 - - 3 1. Exposure category 1.50 1.60 1.60 1.60 1.60 1.50 1.60 1.60 Two-Car I 1i Lau Laundry am i _ - 'RED n i__ _ I Room - -------- 2. Roof to ridge height 0.7 1.06 1.06 1.06 1.06 0.7 1.06 1.06 M.P. � •, 3 °�:� Garage 1 Foyer g g fit, A � 19 0 - Pant 1 3. Wall height 1.05 1.00 1.00 1.00 1.00 1.05 1.00 1.00 Checked By : � Office I 11 T--T a Ch ' I I Mudroom 1 1 1 1 - i I 4. Number of BWL per directio 1.00 1.30 1.30 1.30 1.30 1.00 1.30 1.30 I I I I I I I i _..._ J M.A.M. BWL 3 x - - - - - - 3.0'wide B.W.P� - -i _ > 1 I _ L-:_ _ > 5. Additional holddowns n/a n/a n/a n!a n/a n/a n/a n/a CD m �metho - :_: .- I `� m Job No. �,� 't�� o method GB __- i i__-_ - 1 --;®3.5 wid� r 0 6. Gypsum omitted n/a n/a n/a n/a n/a n/a n/a n/a �' /fi x 2 ,P �e��B. _ 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a n/a n/a 1764 �oCovered II f _ - Patio --- on radewiW.P4.0'wide Bi POrCh 1 I I i � average adjustment factor 1.10 1.2 1.2 1.2 1.2 1.1 1.2 1.2 Sheet Title i i.W. 4.0'wide B.W.PmethodS-WSP method CSr r,--" I 1 I { WSP I I method CS-WSP L ---- ® ---- ----- I' Adjusted Braced Wall Length 5.5' 9.6' 17.5' 17.5' 10.8' 5.5' 22.2' 8.4' - I I Braced all Plans 4-0 I 16'-0" 1 Bracing Length Provided 21' 26' 19.0' 15.3' 12.0' 16.0' 30.5' 20.0' offset spacing between BWL A-B Compliance (pass/fail) pass pass pass fail pass pass pass pass BWL A BWL B Add hold down First Floor Braced Wall Plan Sheet Number plan north metal enclosure 3"thick bluestone cap V� 1e ._ cedar shingle ridge cap r; -= o (Boston Ridge)over continuous underlayment _ - - _ - _ _ _ - top of ridge boardNA i I- h �aED� I -- -. - - - KA . C i'"i - - - A rC itE: Ct typical Recessed Window — I roofing (detail#6 sheet A6.1) t,i rr -- 2 - 21 Main Street Stony Brook NY 11790 �7-5� 12i f - metal standing seam 7.5 12 12 �, phone. 631 686-6585 roof to be selected 7-5 A01 7.5 fax. 631 686-6786 _ email. MMacrina@optonline.net web. MMArchitectAlA.Com tower late height _ _ _ _ _ _ l-1.I�-I�-, o, These plans are an instrument of service and are 206 206 206 206 Ii 1, ,j.i,l �- L the exclusive property of the architect. -1 blind metal I Infringements of the concepts and design ideas 14-1i I Ste flashing '`� presented on these drawings shall be prosecuted wood bracket typicalA +g�� P 9 0 1 9 (see detail sht.A6.1) e e Slding 1 Y, -Ir r �{_I- both Sides _ _ to the fullest extent of the law. Copyright 2019: 1 ...i _ _ _ _ _ _ _ _ _ plate height Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without j , 1 the expressed written consent of the architect. r- 01-01 _ 12 Li r i 36 I I � top of railing -- 36 ;J I l -1 I top of railing Drawing Status 1"x4"trim board to be 36" _ I�''-I to be 36" blind metal each side above decking s �° 1' h1 I rO = s above decking flashing IT Of wall oo o 205 205 205 205 r°°� gyp, _ ' o °' ;_ s �I.,1 5�m I L�=I V4"tapered i - 207 °� 6" - CO-s ;= -11 Q- o� ,�� o I ca � � L o'ip°`O° II-�_._T 202 202 ^ 202 202 T I j - `oQ °° 202 202 l g 1: p a 1- 11 l,l o _('- __ �_ 1"x4"trim board s I_-j_ -1I, each side I o w Issued fol -------------------------------- ! -_ ----------------------------- --- ------- - - - - - - 1 :z _ a -------------------------------------------------------------- I_l. I - .i. �- [_. X11.i� , . .i . f II 1 2 �_ typical T .a ! -- -_ T ' blind metal L I 1__ _s i` sec. floor subfloor 1 I I ----------------- 12 I .-1 1 e 4'� �4.5 ! flashin ;-- _ blind metal - N o� ty�i�al 4 5 � - ------- - 9 � 1 I 3 � �roofir�g �4.5 .1'.ConsL . - ----------- -- - ----- t Ica) --- . ------------------------ - — _ _ _ ( 1 I 1 l-I :� I , _ L _ - - - second floor subfloor flashing - - - - - — typical 1 1l 1 - - - - al roofing I u I o line of rood deck beh�I i' � to of beam - - oofing - r - _ plate height align fascias � align fascias r I I see typical flat I Talign AIL _4J l-- 1 11'-I !.I I-� eave detail I fascias -1.1 i l.,T. �.I� I light fixtureJIF 1.11 1 - typical I I - 1- Dates IET 1111I i I -I sidingI- i I I 6 to be I_I-.: -!. i-i x_1 ,1.1.-. I,I_ -1 I i I I A6.1 selected= j j I ; _I i i j 1 [ 1 b 1/31/20 Issued for Construction 101ai 1.I .-1I11 l- o T ' 1 .1I T 2/23/21 Updated Code I I 104 104 104 104 F— —� (� railing abovll ' ` ?� L].I 1-1 ,. -. I- �l_-1 . ; foundation wall I.--1- - I.I ..j_I - ,- .1] .i l., -I I , i'! i pavers to 107 I-It -11- i 1-1- - I-0: l I �� I' I be selected I, '� I In I I - typical ���. 1- first. floor subfloor el. 21'-6" _ T_I- 11 - .. siding 1 _1 1- I 1 lT I Ii�. _ _r_ - first. floor subfloor top of patio el. 21'-l" _ — _ — -_ _ - T T�(i ll �a " " �- a - - -.1.1-I 1 el. 21 -6 'n pool patio(el.t19'-0") to of pool atio N / fr r� Grade el.20'-0" 5/4"x6"'Azek' Grade el. 19'-2" el. 19'-0" i Grade el. 20'-6" kick board j I 1 I -------------- No. Date Description 1 I 1 F--step footing up to beyond _, Protect ----------------------------------------------------------= i j j � j cellar stabs I I 36"below grade ------------- r--- ---- ; Proposed -------------- _ ; basement slab - - - - I I L-------------------------r- -----------------r'_�_ ---1- ----------- ----,----------------- r-L_-------------------------------------__1-1-____________________________-_________________________________________________-________________________________-_____________________________-_______________________--_-______-__----_---_-__--_----__-_-___-___---___________________-_____-_______-_i , �L�;------- I-Ls T----------------------- , ; el. 11'-4" Residence ' _-----_�_-_-_�_______________________L_____---------------------------------I 1 I I 1 ________-1_________________ _____-_____________________J 11-------------- L `----------------------------- �— step footing down 12" Proposed Rear Elevation north t x ,xf --- __ 'U��� C; �,,�,�1nti,c�.f,���,y�,f./,r��� (see foundation plan) 1/4" = 1 '-O'• roof rafters = - roof rafters (see roof plan) __ (see roof plan) For ceiling joists— (see oists(see structural plate height plan) - - - RoofRachel -_-_ �eiling;oists --- Deck Roof Deck - (see structural plan) __ ;'� top of railing #1 top of railing Bedroom _ _ _! #2 above be Murphy to be 36" -_ above decking = = #1 roof deck assembly =_ i BathrOOm roof deck assembly (see second plan) o, #2 _ I,I (see second plan) 21695 SOundvlew Avenue - - Southold, NY roof rafters roof rafters (see roof plan) I _ - - � = �I �i_lI_l�_� = o 1_ (see roof plan) �1 decking to T'align top of ''`' �'E M 1 I align top of '; decking to S5 Jurisdiction I `.be selected S5 1 2 1 l l 1 Ij'i 1, I I roof deck with) ; II M roof deck with ;I I. be selected 12 A3.5 A3.5 4.5 1 subfloor _ sec. floor subfloor 1' ` ` ' '°' 4.5 subfloor` 1 x Town of Southold late height _ (_�J-` late height Suffolk County top of porch beam (align with house) - floor joists floor joists floor joists floor joists ( � see structural (see structural Ian Dara e0. 2'-0" (see strutural plan) plan) plan) (see structural plan) �- overhang Drawn B overhang) y' f - M.P. %$ li li j I _ type-X drywall I Covered =1 Powder throughout garage �I Checked B . Kitchen o Room Porch Y � t,,r+ I #2 _ � �' - � _li- L'- ._ 1 1. _ ;I -.._ I M.A.M. � s � , � ��,-• �� I_,�. A I III ISI II'I J I 1 I Job No. ��� ,%6 �. .. Iii I I - II 1 1764 II I I II i I 1 floor joists I_ II I Illi I I ,il j (see structural plan) T 11 l �' Sheet Title : I - first floor subfloor - II � I; it . A A �� Y Y Y�� 0'/� ��i Y'Y�f� II' `, �n� c ` �' i.l .I.l, -! l _!-:L:-1 �.:II,� 11 iLJI� II, to of foundation Ele V��f®� 1.7 I - I ' I p.c. slab U a u u r � _ (see fnd. plan) Frear Unfinished Unfinished Cellar Cellar I ' Seet�Of1 A p.c. slab l tE (see fnd. plan) 4 A1.2 1 p.c. slab p.c. slab Sheet Number (see fnd. plan) (see fnd. plan) A1.2 Section l1/4" = 1 -O.. , S1 late height A3.5 g _ _ _ _ _ _ _ _ _ - — ridge board lqr (see roof plan) {. / 1\ Ice&Water Shield from fascia to 24" past inside face of wall roof rafters =, �. (see roof plan) ; Overhang 4"1. 1 " 1 - see roof plan x i ,, "iroof shingle 12 yJ, 2 Roof Rafter-_j 7-5[7' y ' �L'., _ Ice&Water Shield I insulation Unfinished ax�L1�7 5 underlayment (see schedule) KA ,va c,-- r n -ra Attic ,�: I .; < < ii gutter to be � rC h to c$ ��} \ selected � Azek' Rams Crown 2"x12"purlin 2"x12"purlin #AZM-6934 (typical) (typical) 21 Main Street Stony Brook NY 11790 late height ilk , 2x6 Soffit framing at 16"oc phone. 631 686-6585 - - - �_ Roof Rafter 1"x8"Rake Board fax. 631 686-6786 ceiling joists ` roof rafters ( p )see structural Ian roof raftersCq N ;' email. MMacrina@optonline.net ( p see roof Ian) ( p ___-_ _- __ see roof Ian) -_- - - - web. MMArchitectAIA.com T 1"x8"Fascia Bd. Li These lans are an instrument of service and are 12 f_ 36 5/4" Blocking / - P Azek Rams Crown the exclusive property of the architect. � P P Y i x frame gambrel rafter #AZM-6934 Infringements of the concepts and design ideas 1 36 Bedroom Bathroom - Azek Rams Crown � Bedroom � Y S2 on a 2°X6" plate presented on these drawings shall be prosecuted #AZM-6934 Azek beadboard soffit to rn S2 rY :T__ A3.5 over subfloor Azek beadboard soffit to to the fullest extent of the law. Copyright 2019: #3 #2 run parallel to house run perpendicular to house Michael Macrina Architect, pc. All rights reserved, 3.5 _v~ .-K.,,� roof rafters \ 1"x6"Frieze Board no part of the plans may be reproduced without - #2 ., s ( y 1X6' Frieze Board the expressed written consent of the architect. a� a 9 I I �_ (see roof plan) where shown on elevations A6.1 +I "%� __ S5 S'' 3 frame roof rafters / 2"x6"cripple studs \ 3 2 A3.5 5/4"pack-out sec. floor subfloor ,� - over single 2"x6" plat at 16"oc = 4.5 i Drawing Status late height `ii _? top of beam cross blocking cross blocking typical siding fltypical siding floor joists " I$ ! # —� " at 16"oc at 16' oc 24 (see structural plan) ---- - = ceiling joists overhang \` overhang to ,� -----_ -------- ----- 9 j overhang C lig fascias aligh w. porch (see structural plan) , I Issued i i low porch beam (see first floor ■ / \ structural plan) ` Bathroom Covered ; ; z Construction Laundry Mudro m Porch Typical Flat Eave Detail apical Rake Detail edroom #5 #1 Room ! —P.T. post beyond 3" = 1 '-O" to be wrapped 7-- - f- (see sheet A6.1) built-in \ / bench I, = P.C. slab i 'Co insulation---_ Co `` (see fnd. plan) first floor subfloor _�_ '-- _ (see schedule) ; T first floor subfloor Dates � � i � ` %�11 � , i � � � ' r ` I l �,l 1 � � ii � x �,J•, f � I - - - -- - -- ( y. � - � �_.x A ,. _ ` '+ � �_X. �� -� 1'_ I L to 0 porch floor 1/31/20 Issued for Construction cross blockingI I 2/23/21 Updated Code U . flush beams floor joists at 16"oc I I I !' cross blocking (see foundation plan) (see foundation plan) at 16"oc I P.C. fnd.wall ,9 I s I (see fnd. plan) Unfinished `�s _ I Cellar I I i S1 I I I I A3.5 I ridge board j P.C. slab I I I I 4 (see roof plan) , P.C.foundation wall (see fnd. plan) 3 I (see fnd. plan) LE A1.2 2 I 4 I I { a \ 12 S2 No. Date Description A1.2 r -� roof rafters +;�`, 3.5 l > (see roof plan) Project . Section >;'}1 roof rafters 12 1/4" = 1 '-O" �} ��.r�-, (see roof plan) 12" Proposed 75 Unfinished overhang A3.5 �� Att I C roof rafter 12 Residence y beyond �7.5 3/4"CDX plywood ' , "�) roof r fters subfloor throughout attic a,+ (see roof plan) ilaton e scheinSLl sedule g yt� -- '?"� plate height plate height7— - - - - - Fo r ceiling joists - ceiling joists ceiling joists " (see structural plan) (see structural plan) (see structural plan) 14 - 14" overhang overhang I � al ' min. 36"tall Hall B thrm. ! a Bedroom Bedroom �, o railing Hall Rachel #2 � Typical Exterior Wall Assembly _ #3 � ! i #2 2"x6"exterior wall studs at floor joists 16"oc with double top plate ! Mur min. 36"tall and single shoe plate (see structural plan) railing �! sec. floor subfloor sec. floor subfloor 1- --=�i = 21695 SOUndVI@W Avenue teco - - - - - fireblo --- oc -- > Southold NY late height late height _ _ _ _ _ �1 between studs top of beam ' - at subfloor level floor joists cross blocking cross blocking (see structural plan) - at 16"oc floor joists floor joists at 16"oc - Jurisdiction flush b am _ (see structural plan) (see structural plan) ----- (see structural plan) Town of Southold Living _ see section'A' Suffolk County th rm. I i / \ for Covered Porch ROOM _ __________ ____ Laundry MUdrO CTl information. i g b ---------- --------' Room o Bed room #5 4 2"x10"landin -2"x8"landing oasts at 16" joists at 16'oc j _oc Drawn By: v flush beam ---------------- i', 2"x8"landing M.P. p.� i, min. 36"tall oc (see structural plan) \ ! / ___________________y', joists 1 "joists over 2'x10 'oasts �'` ' teco railing flush beam ------------------- I Checked By: ,►-�; t <; •<-x -, -- flush beam = ws ..,. — - first floor subfloor (see foundation plan) - - see foundation Ian - -- --- ( plan) first floor subfloor M.A.M. (see _--flush plan) I/ first floor subfloor - - - -- - - -- - - - - � yr � ! -- , 1. ��1� f�� 1�„1� � .� �", ` �t ,' �,� 1 ;� �: - - � � 1 1,, ' I� � r �` 1 1 �, � I � ` � .. - % ceiling hei ht x .. 2 — _ 9 9 r x t\ ,� _ \ a ,' S l \ 1 �; _ �' 1 'i ti \ ti 'k -� �n top of porch floor Job No. floor joists teco floor joists ti f ----- - "4# see foundation Ian see foundation plan) cross blocking a `- -- floor joists I` ( plan) ( P ) I i crat 16I oc ee structural plan) at 16"oc ITIRM landing -------= I Sheet Title . n� , P.C.foundation wall ;insulate framed P.C.foundation wall Sectio, Unfinished Unfinished � ,� I (see fnd. plan) walls around ___ _i = staircase `r (see fnd. plan) Cellar closet Cellar oo • I I I ---? I I Unfinished ------------ I II L ---- 2"x10" landing ----------I s la,idung I I B-C llIjoists at 16"oc L -� Utility P.C. slab joists at L- P.C.. slab (see fnd. plan)(see fnd. plan) Room L---�W I to of slab I ____ I I —- A1.2 - - II 2 - `- Sheet Number Section t h r u staircase Section FIN r 1/4' = 1 '-O" S1 ridge board A3.5 y (see roof plan) = '~ 12 y �7.5 ridge board A6.2 .: 1 2 � . roof rafters 1 ridge board H ~4 y (see roof plan) 7.5 (see roof pIan) (see roof plan) {\ roof rafters (see roof plan) ;1 C1" 1'i r�� ,X�r,�1f.�'i x, ti\ ' �Y71x�f xSYk 'xX xr �s 12 �\r}. +.,�N 1 2 T- insulation 1 C (see schedule) 7.5� �� (see roof plan) ��+ 7-5 ILI 2rrx12"purlin r .( 2rrx12'. purlin (typical) ,, j Attic ceiling joists fa h (typical) Unfinished roof rafters S2 ;} (see structural plan) 2\ ._ (see roof plan) =-_ �' S2 rC 1 tle Ct - _— Att i C _ A6.2 A6.2 _ - - - ceiling height 21 Main Street Sto Brook NY 11790 n _ - -- 1 2 12 -- - plate height _ _ _ _ - 36 ! ( phone. 631 686-6585 - - dropped soffit for low beam ceiling joists (see structural plan) = 36 fax. 631 686-6786 (see structural plan) = �' email. MMacrina@optonline.net low beam low beam = ! I I web. MMArchitectAlA.com (see structural plan) (see structural plan) - ``� - III ^ Bathrm. n } O� a) These plans are an instrument of service and are -Be oom -H o I 45 ��y�° e� the exclusive property of the architect. I Typical Exterior wall Assembly Bedroom -{~{L o`� '��� Infringements of the concepts and design ideas \ o / #3 Q o° presented on these drawings shall be prosecuted yp Y closet Hall to.� ~ 04 #"f' 3 V° to the fullest extent of the law. Copyright 2019: y tt4 - ' floor jOIS1S -- -- -- Michael Macrina Architect, pc. All rights reserved, 2'x6"exterior wall studs at i s I double O late flush beam r-"0 no part of the plans may be reproduced without 16 oc with d top p o _- (see,structural plan) y p and single shoe plate (see structural plan) s =_ \ a the expressed written consent of the architect. flush beam min. 36'tall second floor subfloor see structural Ian railing - -- — — ( plan) / 3/4"subfloor plant plate height Drawing Status sec. floor subfloor shelf --- 1 11� teco------ - - -- - -- flush beamX �late height f -- top of beam ee structuraI pIa )ativefloorjoist — .. - --- _=I - - beams (see structural Ian) (see detail 416nsht.A6.1) Foyer 0 - � I I I r Issueo fo r l gn porch G.J. Uncovered - wth house F.J. o I s I Patio #2Livin9 Construction , I I Room o b ee section'A' � CPorch information. OIL first. floor subfloor first floor subfloor. _ _ _ first floor subfloor haw 111 I[W�A I Dates — _ — — — f 1 y � W '\ 1 X ' , \ _j JLC ti \ 1' , stop of porch floor 1/31/20 Issued for Construction ° S e Ct ion 2/23/21 Updated Code • I floor joists I I ��� (see structural plan) 1/4" = 1 '-O" I p.c.foundation wall �- (see fnd. plan) I s I S1 Unfinished � I A3.5 Cellar °° c I ridge board 2 I 0 I 2 (see roof plan) r A1.2 I p.c. slab (see fnd. plan) I 1 2 l r 12 ., S2 . 4 A3.5 roof rafters S1 (see roof plan) Y', 1 X43 No. Date Description dormer plate heig t II -f 12 8 Project . Section overhan Unfinished 1 r,1 "y / 7.5 A6.1 _ g i roof rafter j r roof rafters `, --- Proposed 1/4" = 1 '—O'• �, beyond Atti C `L (see roof plan) 1 12 Lr; 7.5� 3/4"plywood subfloor / throughout attic _�_ _ _ tower plate height Residence attic subfloor *r �� ceiling joists I 24n _ (see structural plan) I overhang / ceiling joists flush beam \� For S1 18" (see structural plan) (see structural plan) ridge board A6'2 o ferhangT (see roof plan) CIO 12 � 1 r +' 12 Bathrm. ---� I Bedroom 1%4"x 14" Ivl cross 7.51 j roof rafters y y 7 5 #5 blocking at 16"oc Il iy (see roof plan) f:.1�® #4 — --- 1%"x 14"Ivl cross roof rafters Rachel 2"x12"purlin i- �' �1 2"x12" purlin blocking at 16"oc (see roof plan) /.'i', ceilingjoist (typical) S5 S2 (typical) �T� � Attic (see structural plan) 1XY S2 12 A3.5 Murphy A6.2 A6.2 4.5 sec. floor subfloor plate height r - -- - - - - _ lew Avenue -I - top of beam 21695 Soundv' - -- - - .5 ` 12 - 2 - - - o eam Southold, NY 36 dropped soffit for low beam floor joists 24 (see structural plan) flush beam under I (see structural plan) ceiling joists = overhang s _ I36 bearing wall (see structural plan Jurisdiction o a (see structural plan) low porch beam mob. .7:�, ' Walk-in s Walk-In �ti ��Q� >si it ;'I (see first floor r floor �, ° see section'A' II Powder structural plan) Town of Southold d�a� Closet (see structural plan) CIOSet Q--H EFo`��+��a __-_. _ Dining = N °Q�° information.CP - ROO g orcn Room #2 Kitchen #2 #1 ° ffice __ m Covered o Suffolk County -- , i— 1 I _ Porch I� Drawn By: l roof rafters 1 r I - I (see roof plan) - - second floor subfloor p slab I ab M.P. _ •� ,F r .r Ian late height ht (see fnd. p 9 Y A _ _ — first floor subfloor Checked By: first floor subfloor � .� t Y r t _ r l 1 f, 1 ` � X �, 1 1 x 1 1 1 1 l r 1 .� lI �, 1 A I I to of porch floor - _ _ _ Y _ ! 11'­�\I\""�\,, _ _ceiling foists - — -- -- �� � �' � � ? 1 �� ;� � 1� '� ,�\ k � �� � ;',a, � k' � � 1� ��L�k � `' top of porch floor M.A.M. 11 ;� TI low porch beam �. ` (see structural plan) (see structural plan) Job No. V I - -, floor joists 1764 _ — I — (see structural plan) n; f•�c Covered _ IT - ; - _ - I r I I I v - _ Porch - III ;; Sheet Title . - l r I I Unfinished -- --- ' ' I I I column beyond I Irr d I II - - _ II I I • � � Cellar - to be wrapped I I I 4 Sectio S', I : I ----- •. --_-— =_ � ' I � I I =-_ =, -- ---- - _ ;� (see foundation plan) ° ---- -- I I l l III I I I I A1.2 p.c. slab I I n p.c. slab L G (see fnd. plan) (see fnd. plan) I I D - ! - - - - - - first. floor subfloor I a 1 R 7- 2 1 1 ' l J A1.2 l Section Sheet Number =4 Section -1/4" = .1 .-Of. AM 1/4" = 1 '—O" &�. �- 01^ 5 NOTES B C D F A5.1 A5.1 A5.2 A5.2 �:.�:•.:; -�-.�:;, e 1. See sheet G-2 for insulation specifications. 73'-6" 2. Install all smoke detectors throughout home 16'-0" 38'-0" 19'-6" as required by the 2020 RCNYS, sect. R314 and noted on sheet G-2. 9'-0" 19'-0" lo'-o" 9'-9" 9'-9" 3. Install all carbon monoxide detectors throughout -M of post and of door and of post and home as required by the 2020 FCNYS, sect. 915 and bedroom living room dining room noted on sheet G-2. KA za c -- - ---- --------------- - - -- - _ r L ------ - ---- ------------------------- ---------- !i 4. See sheet A6,1 for window/door schedules. Yk rC i tE) c -- T---- - - --- - - - ! ® ; ; ® 5. See sheet A6.1 for interior details ands specs. CELLAR ENTRANCE 1---- - -------------------------- ------------ p 21 M -- ----------------- - i L - i Main Street Stony Brook NY 11790 � _ -1 ---I--- Covered I , For cellar stair dimensions I I I 1 --� _--- - Uncovered I I Porch I 1phone. see sheet A2.2 -_ I 1 I fax. 631 686-6585 Patio #2 I I I I L------------------------------------------------ 104 -_- -_-_ fax. 631 686-6786 104 ;---7 _ - ------------ email. MMacrina@optonline.net - ; -- I ---------------- ---, -- - _ � web. MMArc Itect IA.com - - h A - ----------------- These e lans e n instrument of servi a and are - i �- T - -------------- 107 ----------------_ th s p are ac 101 101 = 101 101 L J the exclusive property of the architect. fl- L Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 5 1 M G --- -- - - to the fullest extent of the law. Copyright 2019: 1 _ L � ? i C �- � I Michael Macrina Architect, pc. All rights reserved, A5.2 6 I 1 1 1 " " ' I c0 A5.2' ! no part of the plans may be reproduced without 2 -- N o O -6' 44" 6'-4 " do 6'-44" 5 1$'-7" I j j 1-- the expressed written consent of the architect. 3 I I 5 " 1 I I 15 I I I I I I I I Ii ` I 1 -- 5 I o -- -1 T-- 101 dn. 5' I I I I I I I I I' I ' � - _--- _ A6.1 I I I I I I = I I Dining 10'-1" n 1; , ; i0 S.D. I i I I I I I I I 108 1' I -_- Drawing Status Yy b I I I I I I I I Room Clg' b 7C7[ I I I I I I j� I I I , ; _ 0 5 °a I Ia ot 5� ._ I I I I I I52 " 5� i 1T-1" I I 20'-0" 18 I' o 32" ,4r�y toilet i i i i i o i; n1 a / above J L J L .y I M fo m I; a> a) 15'-1" _ 201" -- ---------- --------------- ---------- wrap postsNi1�. rt.m r - , 3"waste------- --- n. - 1' I Issued it--� � ? I I------------- i i--------� 11 handrail II ' -. 10� I I I I � ICV I 1 r____ II ; 1 . • I �' stack I I I I I I built-In I ; ■ 1 I I I I 1 , to code �,, 1 , ; C 0 n s �, = I I Living I I I I _ 1 ' M I jog flue to chase above) I g I I I plumbing walls " Bedroom #5 I , ,o Room ; 1 I I,l 1 I � i i counter overhang % r � I! 1 _ 48"wide pre-fab gas I Covered _ _ 32" 10'-1" ,�, \�J I IN I I - 5 "I I ----- r-----1--, d.w 109 ; o line of foundation wall below \ CIg• fireplace to be selected 1 1 10'-1" I I `� `+� I / 12"r--------- -- o o installed and vented 1 1 CIg. 1 1 4-1 6'10" 4'-0" { Q o� Porch N , o through wall as per i i i i i ; island ' _ ' ---- - - 5 i __ _'� `r 106 "' manufacturer specs i i i i i .` = A6.1 ,n 6log wrap microwave' 1 - .'... - '• 17 ; I „ -------- ----� r ------- -------i ,----------- posts � ; ; under � si i I es . = I I I I cabinet Dates Garage D a I I Note _I - ° `---- ' ' o I I 11 �' I I J r- -- i i I = 1/31/20 Issued for Construction B U -o I I I I I I pull-out- I _ 0 ,� I I decorative-� I I I P I = Install one layer of 5/8"type-x gypsum Bathrhn. line of I I beams above I I I I o trash ! 109 , I I 2/23/21 Updated Code floor above S.D. I I (see detail'4'sht.A6.1) I I 11 Kitchen , I I i M P o wallboard to all common walls in garage o 4 EF o I I I I Ill t" g �____ _i &entire garage ceiling &one layer of _I _I landing - I 1 I I = 36 x99" 10'_10" 2� I i Issued for Construction A (0 1/2"t e-x sum wallboard at all interior O° Tile Flr. ao C.M. I I I I i I r.o. 36"wide I A 7/2/21 �� -- - min. 36"tall i i i i r i i stove J---- -- " 1 i _ A4.3 house a&3 oats spackle garage. ' A U p D n . railing o I I I I I I oven j 5 PORCH NOTE i I 'ol A4. P P ' " ❑ _ : 9R(10"T) 8R(l0"T) I I I I I 1 1 --- --- - l 1 17" For porch dimensions 60 4'-6'- 5'' I i I I I I 36 ref. p , r;- I -I I -------------- I I -- ' I cased --------- _ - see sheet A2 2 ---------------------- -- -------- ------r----- --- I _ _ _ - - 1 = - t r, = built-i(I cabinets .- ., opening 1 0 0 o i - - i N 24" EF _ 00 , _- - - s = _ _ ,n j18" i.w. ao _0 i - -- built-in in ca Ine _ - - - wide - o Top of Subflo r dn. 5" I io 'n ; ;; dryer �* cabinet21'-6" I o N w.m. ryr tl = --�---- EF , EI BU ers �" o o `" ventto__------ „ „ owder 110 Garage co 5 - �- ,10'-�7 Tile Flr. `5�p ,_,�„ 5 5 . ,c., I Pantry _I sulk R m#2 -g - " exterior t_�_ --- '-0" 5'-0" "� 9'-1" = y 5 " `� ---------- CN = -LaUrld - --�'---I-- - I2 -� -P �,� `i' T-9" i 82 " hooks -'-- ----- -------------------- r No. Date Description 3 (0 - -5_ OWde HVAC chase N 18 12r --- -, 10'-1" rY - ;- Room -----------N ° - O ° _ 6 g• Room - - -- _ _ _ ; above ; ® ' ' ---------------------' ® _ as cl `� closet ,';" ,-�, FO er Pa J5 " v c --- � - - TIIe Fir. ® --D-------- ---;---- - above i ;I I o --�-- -- Project " p -cased --� ----_ ' I ----i--TI -- --------------------- - o �Kv - -- �Kv rn � i,, �---- � - - �"' Office 19 1 _ Proposed o � _ saddle saddle _ _ �pening 1 I ` N I N N 6 I I .1� to I l a ----- r=1�t _ `n 1 I ; __ - o _ , c0 1 1 0 1 1 rn �1 1 •-Id _ = I I p in in Enn = 10-1 (D _ _ I I rn _ c I I n �� 0Q. I rn rn I I 0 :0 C cn'- �' toilet 1�'-1' co ; ; -�- --- Residence 5 „ ► 31" ! ! ;51" O3 N Mudroom CIg• oI I X'd O X'o I I� 6 �I Is= wN1 1 I - -- - �* 1" I ;35 2 I a I I = _ 1 I m rn ,,� i a� I ,10,al 1 above CIg. 111 15'-62" _ " i i _ i i C-4 C14 U " rIa,M; "' i o " `r LO En i I " dn. 5" 13-10 = 1 1 2 q), 5 5 _ 17-1 I i a o fl - - - M 5l„ �� 5- g,-1" 60" -== , I i N N N = O cubbies 0O = M - - ' I 2: �_ A6.1 desk �' i i -- -�- - -1 For cv O bench -_`o __ - ILII 102 '�' 103 102 I N I I -- - chase �-. i N N i built-in built-in i i -_ -- _ n h r-I�I I dn. 5 , I ' � I 1 I I I I ; 3"waste 112 r 112 112 1 1 �� ' E 105 I 1 i r-- 112 112 112 I ---- -T - - E ---- i i stack A5.2 0 PATIO NOTE Covered --- ---'--- - Ve __ ----' 1 ; I I I U.n co red.,-- 1-___-_ -- CL CL T_ - � -----; 1=- -i -- For patio dimensions If_DlGl�Fp ----� ! i - 1- -, - - -- -- 5 I Porch I ---- - - Patio # -- --- - -T Rach6lOF SOU"FN01_D r A6.1 '------------ _ , f - --- see sheet A2.2 I - 1 -- --- - -- -- --- - -- r - ___________� f r__________ __ _r __________r _____ -- '__ ----------- ------- ' _ i III I urp - ® , 1--- _-- -- --------------------------------------- --- ® -------------- -------------------------------- - ! handrail to code L_____________ __J L__ ______ 1 ____________________ 1____ _______________ 'i 1 _______________ ____ Step _______ _______________________ ______' Plan Key Notes 2 69 oun view venue ----- ---------------------ste ----------- - Southold, NY p � Custom Shower with: of door of window of window of door and of window of window -Custom tempered glass enclosure. foyer -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over Jurisdiction " and office thin set mortar over Schluter-Kerdi pre-sloped shower tray over 7-0" 18-0 91-0. 2-6 7-6 7'-6" 2-6 9-0 9-0" thinset mortar over plywood subfloor to be installed by manufactures specs Town of Southold 34'-0" 20'-0" 18'-0" 1'-6" or other approved waterproof pan system 73'-6" (see detail sheet A6.1) Suffolk County -triple 2"x4"curb -Secure the water supply riser from the shower valve to the shower head to the permanent structure. Drawn By: m B C D F -Shower to be equipped w/pressure balance control valves. A5.1 A5.1 A5.2 A5.2 -Surround to be the over 1/2"cement bd. M.P. D---t\` -Shower seat(16"tall x 16"deep where shown on plans) ���'�� "� �y% FLOOR PLAN LEGEND -install 2"x12"blocking around shower base between each stud. Checked By: c�,\� t ,� ' �, r � 31 Proposed First Floor Plan M.A.M. M 30"wide x 24"deep x 36"tall vanity with 1"filler * � STRUCTURAL POST � counter top to be selected by owner Job No. ' ' 1/4" = 1 '-O'• min. (2)2x6 unless noted 9j �031286 O plan north otherwise on plans 36"wide x 24"deep x 36"tall vanity with 1"filler 1764 OF NE�N� lJ counter top to be selected by owner Gyp. „ NEW FRAMED WALLS Sheet T 1/2" (typical) Board 1"x4"casing unless noted 0 (1) 14"deep shelf set 68"above finished floor TALLER/LOWER WALL or and metal rod set 2"below shelf otherwise on plan First Floor Plan 1/4"reveal (refer to sections) (typical) E (5) 14"deep wood shelves to be painted /�/ Door ABOVE SUBFLOOR A.S.F. ❑ space shelves equally Saddle to be _ 1"x Flat Poplar selected Max.slope of 1:2 72"wide x 24"dee x 36"tall vanitywith 1"filler to be painted Tile Fir. o SubFlr. SOFFIT / WALL CABINET 1�� counter top to be selected by owner Shim Space E ABOVE ABOVE Wood Fir. == =-____==_==__-_ G 108"wide x 24"deep x 36"tall vanity with 1"filler - TECO = IN STRONG mud base INSTALL SIMPSON STR counter top to be selected by owner ,:..... ..,- :.:.. ..:.....::. TIE JOIST HANGER EXHAUST FAN EF Free Standing Bathtub: Sheet Number : Rough Opening Blocking (min. 100 cfm to be vented to exterior) l-J -42"x72"tub to be selected (see plan) Typical Door Jamb Required Hold Down I 42"wide x 24"deep x 36"tall vanity with 1"filler J ' Typ i ca I Cased Opening Detail from Corner Typical SaddIe Detail Location(see detail) ® counter top to be selected by owner