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HomeMy WebLinkAbout48160-Z /// -, S_ / SITE DRAINAGE: ella DR AREA VOLUME VOLUME SURVEY INFORMATION: (Required) DRAINAGE STRUCTURES (Provided) DR It2 House/Porches 3544 ar x .ILL' Rain = 591 cf (2) 8' Dia. x 1' High a/ 5915 Cr SITUATE FREDERICK Traffic Bearing Slab NASSAU POINT ROBERT DR 3 Barn 912 of x .ILL' Rain = 141 cr Traffic Bearirg�Slab 1L9 cr TOWN OF SOUTHOLD WEBER Drivewag 3150 sf x .ILL' Rain = 523 cf (2) 8' Dia. x 1' High a/ 591.5 cf SUFFOLK COUNTY NEW YORK DR 4t5 (Expanded) Traffic Bearing Slab SINGLE FAMILY DWELLING VACANT House, Porch t Barn Roofs to have Gutters t Leaders 84 Dome: 42 cf S.C. TAX No. 1000-111 -05-01 ARC 'ECT O li' Connected to Underground Drainage Structures (Tgp.) 8'♦ Ring: 42.25 tf/Ft of Height SEPTEMBER 29, 2C'I'I �� W/ PUBLIC WATER SING JANUARY 15, 2016 ADD TIE LINE 004 W/ PUBL,C WA DWELLING MARCH 6;' 2017 ADD TOPOGRAPHICAL SURVEY MAP«A..OF � L TER ' AMENDED ` •` /. 'r'1 s AREA = 67,247 sq. ft. ASSAY P�ppERS1E5, �NG;,Nn �� p NORTH WESTN INTCLUB K of SUFF O L� (TO TIE ONES a< BULKHEAD) 1.544 oc. NASSAUp0 TME flUE Nc• 1 /O0 P tN TME Omce 16, 192P'S •� - SURVEY INFORMATION: Flt ON AV ` "- -- _ Oc:E OF PAVEMENT T _ NATHAN CORWIN. LAND SURVEYOR `J 1584 MAIN ROAD (PO BOX 14) JAME5PORT, 2$1 S , ��r - �n>�POLE _ - ..... �25.8_0' •S �l N Y 11941 - LOT _ SC 1431) 121-2090 FAX (431) 721 1121 F 4D29 0 ANN NR BURGER 46.6 0 E / - O iE„o aEs - - - -QA'� - .4e LLING SINGLE pUBUC WAt�R � � 218: % _ N ` w, 79 T 1 _ v � � 1l8• __T_____ Q e\. Aj V ti 5a; zoo E -------- --- ___,� Nom/ ; - •c ; 303.60. -{ N ` '; • d =T'z dfd` " -�i, it%K FOUNO w +22.7, X+237 _ ��'� '� 4�0 �Pi w >�v a' , ��- +22.� JK fDR1 1-- -- - fV �� ,,�'`;',,'';,;;';,� `` • ,%''' ,,';''`�% ,aE �'•.;' 'H OL F' to � ''• .,_y�,�' '',;' ;�,�,' `\` ' ,gook a <`Cl�` '• o �\N Ov /p �O`\y o Q E-4 r�- Q \'\ " I``.�`fid• -• '' allo.'• i\\O� \ \\ ��� `,��•• a � -`L�'`, rya Q �. �::::•: •.:.:. :. i -. .Y2 �::::::•:%�:. .:\oA�:::•:: �\�'-- � .+23'+z37 .-. �,�h �' S� i f• gE0 �t'::. r' o, +2ora) .s to\0' \ �' 1 0 °� i DR4)'Al C Cb �' , ,':`_t � � ••• :; ledn--.t +��\ 1'"� -` `-'"'" i E ; `� 'mac w O q , `';k \ry►'s° ` \o ' lFJ"- OE• �„�n„�1.. Ij :...0 •_ /LU - •�Q• :. Sep i -y hma. F O J ar \ O. .*'.•. :•.Q�. .. :,:a., Ju. `�,! .\ O• ; i - 0 OWNER: N E R \� �' o oK PROPERTY 1050 VEST COVE LLC14 V '� `\ ',`\``,`\'\` •, ` ` ` ` \`\ `'�\` :Pj;.. +18.4 ,, \ C 1,0_ �\� ` f {`i �',• ,W b \�� Cl an , 5�0� (EUGENE BURGER) r`1 \`,�,`, ,,`,,, \ \';;;'` ; \ '.+21. ;. • f\ s.7 ,y/ 'P�9'";1 �' ` ° '\ u� ,...•.':•::•:..•... " VOA: HWivl \ �`,; �; X +19. r :c'` x / \ ° i , :,.'. tb '' A 1y �O ADDRESS: 1050 WEST COVE ROAD � JP ALONG �y ` , `, `, , : ` , \` +2�. �p°�" , r "d\ A EA ♦ •)J8 oi1� o e '-1 �dk `, `,`,`,, \", _ N�'N : �. \ / `� \m ::?�::p'';'; A r i, pF' SITUATE: NASSAU POINT y `- BULKHEAD •! ,` ,` � ®wtt ESTNG ANITARY :. :.: t�`'.7J oe� TOWN OF `'S??' ` �)• -as•°! `\ O•�; •�� '�'•\T0NX OWED :: DRAWING TITLE: rb b,x'' SOUTHOLD i " i` i DB2) cs'`\ ° ;� _ '�' �: r �4' S' �'' SUFFOLK COUNTY. NEW YORK +21.0 3 � � ,SCTM� 1000-III-05-OI SITE PLAN ^ x Q� \ \� , '-\ \.s d LOT AREA: 47,241 F 1 •\ 4 ' +r ` 1 _ �-'' ,y s (1.544 Acres% To Tie Line \ •X+' / x Q_ 1� s em• '6-i Q.'.'.. �'. +2� �- ZONING: R-�f0 YARDS: (PRINCIPAL) •, • ,, .• � --- p:• • ):;. ..... w� FRONT: 50'ItirPAL) ex \: F,RO '`'``' ► Lim�`� ', , ` , x \�. %••X 1V'"- ^ `i \�' °17.> J � '• ` �,• ' ; \ d' 510E (ONE): 15' 1 \�0,y �''.i,�r.� --p:tt�o=!,t ,w"i' l \ " `'� 5 \'< j 1�0 i ; SIDE (BOTH): 35' \ , C'�'SQJst s at \ ✓ •`C' , \ i 0 RE 1•t: 50' ,y.,s+�` POS /iC+16.4 14A` .-I- t: / �• ,�° \ . 1 \ �� YARDS: (ACCESSORY) tet ` tAn�r`t - ' ,� 4 / �\�`' Yi� `� •��b ,LL ° ` % ''`� `J FRONT: 50' ';;�• t X+is / t �O' �c�° \.. /DR SIDE/REAR: 15' HWM EL 1.7 +3.- x+, / X+•tzd' ,�' +`f\'• + � •���•••\• i °� \ P�' Q! `C' � G COVERAGE (MAX.): OB: ' ; ° L_, I �G C� ��� LOT RA MAx.): 20% HOUSE ADDITION/ (10/9/2018) _ ____i-• y ° '6R5\) LOT AREA (To Tie Lines ( Bulkhead): 41,241 t 4 ( ) sf RENOVATION t�\ - �j� O LOT AREA (To Tie Lines t Top of Bluff/Bank): 40,131 lt) sr PN� LOT COVERAGE (Allowable): 40.131. _ x �`�Gsf x 20% 12,144.2 sf +& / \ X+18.9 - -/ +24.0 - EXISTING HOUSE: Side/Beer lit heed 228 2411 SF + +ai ;' )� -- ------------- +2o.i+2o.i - '-- --- --- �� �� �\� �` EXISTING EXISTING DECKS (Front 31 sf, d.Bilk P: 1031 F 1050 WEST COVE ROAD �` •"/` >.___ i, GARAGE:E: 5 42 S F CUTCHOGUE. NY - ---- --- EXISTING TOTAL: 4190 SF TOWN OF SOUTHOLD ' G COVERAGE: \ ++�.s +21.fC ` FRON'� EX15TIN LOT X - "�-- SIDE \ o. 4.9% SCTI1% 1000-III-OS-OI - Y \ oR►, c E 4 4 sf, Bag: 19 sf): 41 SF \ YARD SAYEos B 4s AR � � � � NORTH PROPOSED IST FL. ADDITION plain: 5 FLAN N W POR sf, Side: 99 d): 1113 F • �• +1 _,•_ _.r- - REMAINS Off•• ; o.2N• CH !Front: 18 \ 5 ARCHITECT: +\(9.8--- _+19 ;` =21., REMAINING DECK m HOUSE: 405 5F x _ _ X +2a.o, W'AY ; EXISTING DECK TO PORCH: 340 SF rx, +20.4 223.00 _ ,_ ,/ sr, side: 18 it): sF +X� ,, -_ 20 O NE S DEG HOUSE? s0 FREDSTI MAPLE ROAD• r O ,4244 NKFOACE EXI TIN 2411 SF 41 EA ,1., r SNL �; a+► " GREENLAWN NY .11140 tit SUB TOTAL: 4052 SF f °'Post a PROPOSED BARN (24'x341: 844 5F 51 NOYAC PATH Fay a+• wk`►' PROPOSED SANITARY SYSTEM NOTES: mac.�+i PROP05ED COVER: ti '' 108 SF WATER MILL. NY 1191E wv NEW SANITARY SYSTEM FOR 1 BEDROOM HOUSE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PROPOSED POOL: (11'x44'): 104 SF .2 s 79 5$' 20 EXISTING ELEVATIONS ARE SHOWN THUS: +xxx EXISTING GARAGE: 542 5F TEL 1,31 154-5555 NEW 2000 GAL. SEPTIC TANK EXISTING DECK 9 BULKHEAD: 228 SF heberarchitecta ahoo.com EXISTING CONTOUR LINES ARE SHOWN THUS: - y NEW 415 S.F. 51DEWALL AREA OF LEACHING POOLS 1 t 2 SUB TOTAL: 2444 5F +- SINGLE FAMILY DWELLING ", F.FL - FIRST FLOOR PROPOSED TOTAL: 4498 5F SEAL: W/ PUBLIC WATER l2 POOLS, 8 m x 9-L DEEP) c.FL - GARAGE FLOOR MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD PROPOSED LOT COVERAGE: NOTE: TW - TOP OF WALL BW - BOTTOM OF WALL HEIGHT (PRINCIPAL) MAX.: 35'. (2 1/2) STORIES SEPTIC TANK GREATER THAN 15 FROM SURFACE WATER _ LEACHING POOLS GREATER THAN 100' FROM SURFACE WATER FLOOD PLAIN: X TEST HOLE DATA ACCESSORY BUILDINGS: i SEPTIC t LEACH GREATER THAN L5' FROM TOP OF BLUFF MAXIMUM ACCESSORY BUILDING SIZE: 41,241 sf x 3% = 2011.4 er CONCRETE SEPTIC t LEACH GREATER THAN 20' FROM SWIMMING POOL McDONALD GEOSCIENCE MAXIMUM ACCESSORY BUILDING HEIGHT: 22' COVER OR SEPTIC t LEACH GREATER THAN 10' FROM STRUCTURE GRADE ' APRIL 30, 2018 TRAFFIC C.I. GRATE LPI +22.5' BLUFF: SLOPE GREATER THAN 20% AND EI ' HEIGHT GREATER THAN 20 ,�• ,I '�' ,�" GRADE LOCKING CAST LP2 +21.5 , ELEV + 24.5' MIXED SAND BEARING INVERT IRON COVER SLAB PRECAST at HOUSE EL +20'5' X t LOAM CONCRETE TO GRADE CONCRETE O CHIMNEY EL +18.5' 2' HIGH COVER iy < 1 BROWN SILTY - WOVEN WIRETFENCEIW/ INVERT Bath 42, DEC 9 2019 FILTER 4"� APPROVED CONC. CHIMNEY 3, SAND (SM) D R A (� N G S C H E D U L E Pests JUNE I1, 2022 2"x2"x34" STAKES, IZ' OC 1"� N PIPE, I/4 PER FT. " CONCRETE: PALE BROWN Relocate Santer JULY �3, 1019 DRIVEN I4" MIN. INTO DRAINAGE at BARN MIN. PITCH " „ 4"(P APPROVED DOME FINE SAND (SP) AlSITE PLAN 5 5 Pod Backwash JUNE 3. 10M .o EL +19.5 ao PIPE, I/8 PER FT, i FOUNDATION GRADE, EMBED FILTER PIPE � - MIN. PITCH in A� NOV 20. •1018 CLOTH L INTO GROUND '1' REV: OCT 31. .1018 PALE BROWN and I PROVIDE CLEAN OUT INVERT - I A3 IST FLOOR PLAN ASPHALT TRAFFIC TYPI L w j S FACE OF HOUSE EL +11.5' `9 �, LIQUID I BROWN SILTY Top Coet BEARING I DRAI AGE oc 1 t BARN TO GRADE - DEPTH _ INVERT , I INVERT _ I SAND (sin) A4 2ND FLOOR PLAN DATE: SEPT'1. 2018 Bax GRATE i RING 4 I FLOW O EL +11'0 ' LPI +14.5' O 1 z _ PIPE TRENCH I 8'-O > BAFFLE TANK SEPTIC v i LP2 +14.5' NEuj i AS ELEVATIONS FLOW t,1 „r � ao DRAIN TO I 1 (2000 GAL.) LEACHING I 13 AL ELEVATIONS SCALE : 1" s'10' ��-� DRAINAGE RING I I I POOLS 1 4 2 I JOB Nos 9101401, SLOPE !. , .. " I I I I BROWN CLAYEY Al SECTIONS .. Z STONE �, i I 13 MIN. (415 S.F.) _ SAND (SC) ,qg SECTIONS DRAWING NO. - BLEND. I 2' CLEAN SAND t �7 I i ' `� GRAVEL FILL COLLAR I L_________________ I I 18' A9 FINISH SCHEDULE CRO55 SECTION CROSS SECTION ' Ln I I FINEETO MEDIUM AIO CODE DETAILS SILT FENCE DETAIL TRENCH DRAIN s DRIVEWAY TYPICAL SECTION ® DRAINAGE RING ; I SAND (SP) 1 SI STRUCTURE-"2140 FLOORAl lo'-o" 8'-0" ' 8'-0" 23' ___ S2 STRUCTURE- ROOF I PALE BER ROWN EI ELECTRICAL= IST I i HIGHEST FINE TO MEDIUM E2 ELECTRICAL 2ND I 3' (MIN.) TO HIGH I GROUND SAND (SP) OF AIO SEASONAL GROUNDWATER I WATER E3 ELECTRICAL- BASEMENT L---------------------------J EL +2' 29' JUN 2 d '2022 J ^UILDINr DF»'iy: FREDERICK 19'-10" 35'-r' 24'-Q" ROBERT 5'-10" -3° r WEBER I I 1 I Existing Foundation � I I I � ❑ � I L___� I ARCHITECT r----------------------- I jO i Hearth I - 1 I I AS 1 8" 18,_6" ater Boiler 8" 3'-9" 1 8" 1 C I 1 I 9 1/2" T 230 12"o I I A� T 1 /EI E I 1 �J I I 1 1 21_ 15'-4" I I A8 T--------, o I Water Service ' i 1 1'-3" Above 1.4 New 2x4 Stud Wall 4'1 6 1 13'-8 1/2" 2'-0" 1'-5" Slab 2'-O" 15'-1 1/2" Existing I on Ex. Conc. BI. Foundation I Shelf to Shorten ' New Foundation Wall Span of F.J. (Typ.) 11 I -----.6 0 9 1/2" TJI 230, 12"o1 Patch Window Existmg I 1 , ___- ___ __ Existing r, Deck Above t 1 I , ,� -�� Opening Foundation ``===Ji , - Crawl Space - -__ - C w I ' Profile of III Patch Window III I I I ( 1 Top of Ex. Conc. Island Above II 4'-9" 2'-8- II Opening 10'-8" 2' 8" III 6'-1" Up E 1st ng I I I 11"�II BI. Shelf Wall 5'-II" I S air V v Above Bsmt. Slab i ----- Remove I II� z X III 3'_4" x 2'-g" XIII I I I l/1 Frame 1• 111 j / ------- Wa11 —moi 11� 111 AcceCrawl ss O nl 9 1/2" TJI 230, 12"oc I.cX IIII Q- IIII � I O 1'Q - IIII IIII I 8'-I" 1'-1" i IIS III I1'-2" > III 10'-8' I 1 6'-10" = 2 -0" cli UNEXCAVATED Existing r hIl III III I Ln rT, f Foundation r-----, 1 III III r-- --, III r-- r--r F.I� Existmg (3) II 1X8" LVL Guider �. I I I I I I - -- - t---------+--A-r1 W 10x30 Girder_ _ _ I _ I _ _ _ _ �^ III W 10x30 Calyder J I '� — —W 10x30 Glr er — I I — — — ....III —. ..—.—.— _ _ -_=-IIS - - - - - - — — — —i—•—•—•— 1 CR-r' _ ll� - - - - - - �. �.�. SII. - +••---O—r-� - - t - - - - t - - - - - -,Illi - - 4„x4"x3/8" L I 1 I II'_14"i [ IIS 3 1/� "$ Steel I c I nl I I I I In 8" Steel Column --+--J t--'fi-I� III pipe Column on L-----J illll L___11_ r J III on 36' x36 xl6 I 111 36 x36 xlb P. 1111 I 111 I P. Conc, Ft D o l k x 111 Conc. Ft (T ) " Q- VIII o I III o 9• = I o g yp 0 x 1 1 - Smoke/C01 m 1 w/ (3) tt5 Bars I 1 �., III 111 2:2 111 1� 8' 01, Both Ways `O 1 - 111 UNFINISHED BASE ENT i Ill - Detector i ill O , III O IIII Oo 1 C N 1 `=' III n `y l L..L.......111 9 I/2" TJI 230, 12"oc x _ I _ 111 _ I(I1:1:::::_:::::�. ....................!........ �.......� . ......... .................. LO IC'xlO Conc. O I 1n , i I III i ' '� Pier Ander 8 I _ IVIII 111 - All 4'1x4"x3/8" N I �_ N iii 1 �_ I 111 `'' Steep Columns : Existing I a l III o-- -1 l III I � 1 I III - ,4 Abovl (Tgp.) ao P. Conc. l ul lull 1 I III T I.I I I I A Al i 1'-4" - 4 Basement Slab - 1'-I" i 1'-8" 111 r 1'_111 i 111 9'-I li 1111'-8" III I I I Foundation A 41, 11-3 r-- --, ° VIII -J I III III I -� I r-- , I III New 2x•4 Stud Wall I I c`l 1111 I.I i I W 10x30 C'sir<der I I II W 10x30 Glyd r I I 40 on Ex. Conc. B1. - - - - - - - -I�- - - - -I- - - - - - - - - II - - - - IL - - - - - - - - - I 11111- - - -IW I0x3C �Csird N- - - - - - - III Exrstin — III � _, , _ _ I.I v I I I o Shelf to Shorten — — —_-- -----=+-_ _ —_ •�_-•—_ •—_ •—•—_ —_ -•—_ 1—_ IT-0" 20'-0" 3s'-o° 24'-0" FREDERICK TOAb�v q l�Above 51-101, OAb6ve5„ WINDOW S C H E D U L E WEBER ROBERT 1'-0 1/ " 2'-4" 2'-4" -9 I/2 5 1/72'-4" V-1 1/2" OPEN PORCH 6x6 Pressure Treated R.O. opng Egress O ® Post, Encase in (x10 Unit Model # 30 Versatex Trim w/ Base, ® ADH3250 3'-2"x 5'-0" Yes ARCHITECT r FireB0 -- t Cap. Bolt to Found. Wall, Strap to Hdr. (Typ.) -------- - T-- _ -! I ' © ADH2434 2'-4"x V-4" No T--- Raped O r---- ----, `;' I I B OF O i Hearth = N I D Al © ADH2440 2'-6"x 4'-0" No 1 I I A8 Q ADH3040 3'-0"x 4'-0" No Above II I II ' C 10'-9" 2'-6 4'- T-6" 3'-6,. ................ .. .. I I I CO� I `r II I II ' ' E C Ne Window. C Ne Window, Eo ADH3048 3'-0"x 4'-8" No E � 0 (D i t I `' Abokel I I �- o Existing Opng. _ O Existing Opng. Above I I I I I __ E E Nt A8 ..... l ............. ; SIDE P RCH i o A8 T�Above To Above Q ADH2440 2'-4"x 4'-8" No rI..1. ........ . . �,_5„ I IE,xlsting I I i 1 1 �+ " , " Smoke UG ADH3850 3 -8 x 5 -0 No --------- -- T---- I}�'ITGIE ---_--- - :p O O O E) Detector : 4, I 4'-0" 2,-10„ 6 I 3' III 2" 2'-O" ,7 3'-0" " 3' O" l" 2' 0" 15' l 1/2" o O ADH2840 T-8"x C-0" No 4' I 4' 0° - - - 1 O Existing T 3 3 28 q I j i Sink �' 0 1 \ = / 4" 2'-10" 4' 2'-10" 4" 2'_0" 4" � 14'-8" 4 Q APW5050 5'-0"x 5'-O" No � (��•�/ r DECK �„ Above 8 P j _� `f O :r 1 ``' \� i+ / ---- O ACW2430 2'-4"x V-0" No r� 2 I I 1 1 © O ------ --------- CL. Existing 1 O w I 2 - O ADH2840 2'-8"x 4'-0" No I i I DWI I 1 i I (China 0 ................ —________ _J1____ _;-- ------- —i i I I 1 --- M O ADH3034 V-0"x V-4" No --------- --IT-- - T+--�— ------- - I 1 `� On F -- New Window Existing p O ADH2O34 2'-0"x 3'-4" No 28 P I I 1 I Pivoting I Smoke/CO "� P AOVLD3020 3'-O"x T-O" No 03 I I 1 = i 1 1 1 -1 .:' Door -� T ® I I I O I I I I Renovated +__ Detector ------- `r Ol R EYEBROW No -------- ------------- O Above 28 q i I j " I I i i BUT E�''S �; 2` DINING ROOM v v- v 1 i o LA NDRY ;,, REAR 'HALL `' S I 1 O NO r, ------ I L------ Ref. w ATF3220 3'-2"x T-0" No 1 I I -- ------ - - - Nt- ------ --- D�� W.............. F :�- 0 ATF2416 2'-4"x I'-6" No I ---- - - - - Existing I I Existm BR 2 -1 New Window T ATF3016 3'-0"x I'-6" No I i B41 -in/Bookshelf l • g CL. Existing 6'? q _6„ 6.,�� 1O._ 6' I I 8'-8" 4.. J . . �n "�4„ 4" 14'-0.. 4..I 11,_8., 4, _0.. 4,. -1.-8 4,. BATH 14,. 2._0,. 4,. - g 6p:-h. ATF2416 2'-4"x I'-6" No ma , CL 2 o � POWDER -� ( ATF5416 5'-4"x I'-6" No O 8 P I III 24 28 O 2 ----------- 1 7-8"x u , n 1 ' )I = ---- ----------- Smoke -, T ATF2816 2 -8 x I -6 No .................................................... ......................................... .. . C I 1.........il......................................... .. ........vLO ... ... ................... .................. �- 1 Detector I I I III i t 1 i j 1 _ Model Numbers Refer to "Andersen" A-Series, PG50, O a ------------ ----- -------- ________ I I I ' ' 1 I 1 1 T`O' ` Low-E4 w/Argon Glass, Simulated Divided LightA -------_1 I I I l I = enovate I I 11 ctiEx stNew Win o,n New Wino ,n .9 P9 9 Pg Al Tower b"I I I 8'-8" 6„I I 19'-2" I 16"6 11 15'-0„ 1 1 6., �+ III ove rr1�77 On _1 Renovated o 1 I I - I I� _._,.o - _ _ DOOR SCHEDULE 1 1 o 1 o ENT Y E K DRAWING TITLE: 2e 28 28 FOYER i .i........... 1 1 B I (Open to 1 1 C were I 1 Al 00 Unit Model # Width t Height HOUSE: o II II `~ A Existing I I I I Above) j Pitched or iti " `^ u I Flat Ceiling 1 I I I O Front Doors w/ SideLights 3-0"x 6-8 (Door) w/ IST FLOOR LIVING ROOM T-2" "I 11 2" "� l'-28" 4" II'-0" 1 " 3'-6" -O" 1 3' 6" Ib'-2" `'' 1 "Simpson", Model 31508 (2) I'-2'x 6'-8' (Sidelights) -- ------- --------- "Simpson", Model 31508, Right ,_ „ N _______________ ----------------�`------- --------- 11 I I j O Inswing, (8) Lite, (I) Panel, SDL 2'-8"x 6 8 (Door) II II I rn I I ' ' 11 `i' I I "Andersen" FWHIDE4411APLR 5'-4"x b'-II" 1 1 p 1 1 O i 1 Ln ao I I Frenchwood Inswin Patio Door (R.O.) � • 1 1 I ' ' AIR 9 Up 11 Bench 1 1 "Andersen" FWHID54611APRL 5'-4"x 6'-II" 4,_ „ „ P 18,,0, _ 4.. I I 22. 6" I I 4" 4'-2" l -6 " 141' 1 1 v 4 3'-4 3'-8" b" 4'-O' 4" Frenchwood Inswing Patio Door (R.O.) X de I "Andersen" FWHID29611AL 2'-9"x 6'-II" JOB: A II II —_—_—__— O Frenchwood Inswing Patio Door (R.O.) HOUSE: 1 I I I I "' 11 1 I I I I O I Smoke/CO � ,' ii 1 I I SUN: ROOM I 1 ------ -- —r----teteztzr— .y _ © ADDITION/ 1 ' ' (Existin I ° ' ... . .....1....= ...i.. 4. ,v ° ° RENOVATION 1 I I g 1 I W.I.C. i.•' i a l lU:I.0.. ............ 4 /2d ` ,, [ o 1 Deck Area) q 4" b'-O" 1 4" 1 18'-10" 4" O b" 4" 1" , " 1050 WEST COVE ROAD OG I �, CUTCHOGUE" NY II II 2 I 1 O I'-8" 3'-8" I'-8" 5'-0" I'-8" 3'-8" cv 5 i i i i I / Rld1000-111-05-01 e-t- __ _ _____ ' WN OF SOUTHOLD g �- oo SCTMu nQ Detector ------ 2------------ ------ ----- ----- �I 11\ 2c New ARCHITECT: � I di i ��\ o BATH 1 1 I FREDERICK R. WEBER b 41 EAST MAPLE ROAD T "°0 S i i i i i xplanded i ��\ , GREENLAWN, NY 11140 N I I I I 28 I 1 Above I I I I I RI 3 1 ' 1 ` 52 NOYAC PATH Flat C ing la 10'-0" Pitch WATER MILL, NY 11916 1 I TEL 6 HH OH OH OH 1 H OH 1 \\`` 1 B 31 154-5555 1 y 1 fweberarchitects ahoo.com 2'-4" 3'-6" I'-3 I/ 2'-8" 2 -8 2'-I" 2'-8" 2 -8" 2'-1" 2'-8" 3' 2.-81. 9 L/2'. NSP I / \ �A 9 ` SEAL: / \ Above Above Above Above Above-' Above o D °� - - -----A\ o fl _ A 8 �. _ En .�+ \\ �� intA / \ Y 101/2" 3'-2" F 3'-2" 10 /2" \O�\ 5'-10" 8' 4" 5'-10" REV.: JULY 29, 2022 20'-4" 23'-0" 20'-C" 10'-0" DATE: JUNE IL. 2022 C SQUARE FOOTAGE: SCALE : 1/4" = 1'-0" JOB NO: 401LOL KEY: Al IST FLOOR (Existing) 2511 SF IST FLOOR (New): 604 SF IyORTH IST FLOOR (Deck to Sunroom): 342 SF DRAWING NO. Existing N'eur•'• , IST FLOOR PLAN • • • • • IST (Total) 3539 SF OF AIO 20'-0" FREDERICK 3'-I0" 2'-4" r ROBERT-1" -� WINDOW SCHEDULE WEBER Chimney _ Unit Model # R.O. Area - -trOpng 9re ADH3250 3'-2"x 5'-0" Yes ARCHITECT oN B © ADH2434 2'-4"x V-4" No O OAl C " " D 1 O ADH2640 2 -6 x 4'-0" No O 0" I 5'-8" " - 6" 3' 2" ADH3040 3'-0"x 4'-0" No en p i BATH 3 24 © Al E � E 5,_2„ 2,_4„ „ 2,_4.. „ 2,_4., 5,_2„ E ADH3048 3,_0"x 4'-8" No I 4 I 24 O AS2/A V _i A8 r---------- r-- -------=------ --------- -----i O ADH2440 2'-4"x 4'-8" No 111.4 O ADH3850 3'-8"x 5'-O" No �\ `Ir I I I I I L.C. Copper Window Pan ADH2840 T-8"x 6'-0" No Fi—I I I I 10'-4 1/2" 3'-2" 3" 3'-2" 4'-2 1/2" I ---- Z11 I Q r 1 1 I O APW5050 5'-0"x 5'-0" No �•J A itched j Flat Ceiling 1 ® ® New Windows in :Existing Openings <� Z -Sto Wall I-Story Wall `; KO ACW2430 2'-4"x 3'-0" No C14 c<l I New 1BEDROOM 5 I ADH2840 2'-8"x 4'-0" No n ® O ,Window o I I i \\ ' i 1 I Q ADH3034 3'-0"x 3'-4" No ' Above �' Existing:: 1 'V Q ADH2O34 2'-0"x 3'-4" No �/1 ail i / I \ I ROOF BEDROOM 4 CL. I I/ I / :' I \ © AOVLD3020 3'-0"x T-0" No 2.4 - j \ New I LNew Raised ----------------- Existing Ridge________ e R v oo O \� D EBBING (Ridge _ RIS a else B R EYEBROW No e-. _ Ride I o Smoke 9 O cam, oo O U _ - g Detects 19,jo I 6„ 6._4., 4,. \ '. 14'-10" O 6,. a 131-101, I 3 -2" 4 Il,_0„ 4, 2,_8„ 6„ SO NoLL Smoke 1 i:` 2� •. \\ '•. I "— I i yJ ' j `I ATF3220 3'-2"x T-0" No k Detector el: I I \ AA ' ' I I �fi 1 ATF2416 2'-4"x 1'-6" No I \ '. I ------------------- I 2 \ '. I O ATF3016 3'-0"x I'-6" No lm&e I �+ �� �� �• / •'Overlag a I '••. 0�4� actor I \�'�� .•'• I I 1 `r a i / : Roof' W.I.C. I I Ja I I I ' ATF2416 2'-4"x I'-6Ln Overlag " No Roo \ '. I ,�.' O e lay I 1 New Windows in �xistmg Openings . / :' ------___ ` ` \ '. �i •. R of - ATF5416 5'-4"x I'-6" No O �✓ OA ® New �� Smoke/CO I c+' 2 2 t,..'' •. .c �//FII I V4aon , / Above _ 9 Detects / .: Ride ::> i e �1 I KO KO QK OK OK ATF2816 2'-8"x 1'-6" No LO TOW Q =------g-------------= ----------------� -� - --- --- -------- ------------ © I = T �� I I Attic I L.C. Copper :Window Pan I ," „ - 1 1 Model Numbers Refer to "Andersen" A-Series, PG50, O n 6" ,� II'-O 6" 6'-3" 15'-10" I 1 6" 4' O" 11'_0" 6" 3' 8" L---- 2 3 2 -4 2 -4 " 2';4" „ 2'-4" l" 2'-4" 2'-3" ow-E4 w/Argon Glass, Simulated Divided Light O ® k1/2" ` New 11 ______ --------- ---- ---- --=— ---- ---- --- ----- �i s A Above o O Smoke/CO UPPER FO ER I A p UPPER HALL Detects i i Ubp i 6' 15'-0 6 N 3'-g„a I3'-2” 3,_2„ A'1 New\(5)00 I Risers `n I--- -------- ------------ I DOOR SCHEDUL1= DRAWING TITLE: \:J 0 � l�JUnit Model # Width t Height 3'-2" 3'-2" 2 8 1/2" 1 12" 2'-8" 2'-8" I'-II I/2" 5'�4" I'-II I/2" 2'-8" 3" 2'-8" I' 0 I/ " I HOUSE: OT n 12'-0" T n "' O O 1 O Front Doors w/ SideLights 3'-0"x 6'-8" (Dos) m/ 2ND FLOOR O 22'-1" 4' O" 6'-t0" 11'n, 4'-2" 4'-0" - 10'-0" "Simpson", Model 31508 (2) 1'-2'x 6'-8' (Sidelights) Q "Simpson", Model 3-1508, Right 2�_8"x 6'-8" (Dos) Above Above Inswing, (8) Lite, (1) Panel, SDL rn a� "Andersen" FWHI054611APLR F-4"x 6'-II" ROOF ROOF - I Frenchwood Inswing Patio Door (R.O.) N I ' I "Andersen" FWHID64611APRL 5'-4"x 6'-II" ® Frenchwood Inswing Patio Door (R.O.) "Andersen" FWH1029611AL 2'-9"x 6'-II" JOB. } Frenchwood Inswing Patio Dos (R.O.) HOUSE: DECK © ADDITION/ `~ �� ROOF RENOVATION Chimney 1050 WEST COVE ROAD O O CUTCHOGUE. NY Ride TOWN OF SOUTHOLD Ridge SCTHS 1000-III-05-01 (Y ARCHITECT: -2 ROOF FREDERICK R. WEBER 41 EAST MAPLE ROAD ROOF ROOF GREENLAWN. NY 11140 Rail 83'-0" 0 52 NOYAC PATH ' WATER MILL. NY 1191. r TEL 431 154-5555 fweberarchitectayahoo.com Nip y'p SEAL: 1 REV.: JULY 29. 2022 DATE: JUNE 14. 2022 KEY: SCALE C JOB NO: w201404 Al SQUARE FOOTAGE: Existing iJ��.:.:.:.'. NOR7H 2ND FLOOR (Existing) 334 SF DRAWING NO. •.•.......•••. 2ND � � O O � � � � � 2ND FLOOR (New): 1118 SF 2ND (Total) 1452 SF A4 OF AIO 12 Io I FREDERICK I '------ I ROBERT o r BER ARCHITECT d ---- ---------- - fil -I--- - - - - = - --------------- ir ---------- ---------------------------� ------------------- I - I I ® ®� DECK RAIL I I I I I I I I I OO I / \ I O O I I I I I1.4 I I I I _ I � I1.4 II - --------o C oF: - - - - - - Irl IXG: ------ ----- ----- - - -- ----HIIw I II ^ • booL t5asc _ _ _ -- ------------ --�- I I I I I ` $ II O W ------------- ---- ------------- ........................: o ----- - -- -- - -- -- --- n T H T H T H T HI T H T H - ---------------------- I I y ... ... ... I 1--�1 I i III i O O III I I S S S OI: S I III � I I III I:I 1 I I I I I it I I III -_-_________ _ ____________��- _--®------------------ --- -------- -_- _ -® ................... _ ____-- ---- - - __-__- - - -- _ __-® I I I I W - o o - -- -- -- - - - - - --- --- ®--=---.La rn --- I F--------I--- -- -------- -J -- ---- -- -- --- -- -- -------- -- ------ -- -- --- I.....................I -- --- -- -- -- ------ -- - - - - - - ----------------------- V1 -T•r- -I-- - __-- -- _ I I I .................... - - - - - - IL I I J I EE I I I L_J I I I I I O O I I I O O I I F- L' I I I I I I I 3 I III I I ..... I I --� I I �_J ' n I I I I I I I I I II I I I I I I I I I I Lo I I I I I I I � III I \ I III I IIS------ -'- 1---- ---.:.I.1... L--------- ----------- ------------- ------------- ------- ----T----- ---------- L-�---- -�I�----------- �I�- - ------- �r L-----J T F- L--------J L-- I -I-J L-I- I J T- L-----J L-----J I 'jI _J L_ Li I SOUTH ELEVATION ���� I DRAWING TITLE: (EAST/WEST) II � - I 1 I JOB: HOUSE: - - - - - - = - - - - - - - - - - -- --------------- ADDITION/�\ I ; RENOVATION 10 1 ® i 1050 WEST COVE ROAD ' I - CUTCHOGUE, NY ' © I TOWN OF 50UTHOLD 12 ,' I �- I \\ I SCTM# 1000-111-05-01 \ Y Y I ARCHITECT: '' \` '' O FREDERICK R. WEBER --�-- ---- - - - - - - - - -- _ _ - _ _ - - - _ _ _ ----------- AST MAPLE ROAD - - - - - - - GREENLAWN, NY '11140 -- --------- :�-.:.-.-................. - - - -- ` -- 52 NOYAC PATH \ IWATE R MILL, NY 1191E -------- - ------ - TEL 1.31 154-5555 ...... y r I T B III fweberarchltects ahoo.com I I I I I I I I .................... I I I SEAL: will,....................... I • I I I � I I Ii I � I I I ................... .. I I L----- - -------- L-......... .'�--- ------ - - - - - - - - - = I- _ _ _ -LI- - - - ----------- _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- -- -- ---- -- ------ - - - -- -- -- ------ ------- I I I II I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I 11 r--L --I I I I I I I I I I I I I I I I I I I � 11 I I r-',J•, . I.....................�-1 I I I I.....................i.I L-J l i -J I I REV.: JULY 29. 2022 I I I I I 1.....................x.1 I I DATE: JUNE IL. 2022 I I I I I I I I I I I I I I 1 I..................... SCALE I--------- - L---------J-I----------=----------4-J-------�I--------------------------- ------------------------al II II ri --r --------ri---------,�T-------------------I- -ti----------------------------------------------------------r- I -Iti -------------�"L, JOB NO: w201LO4 L_ L__ L —_J L--J L---j L—_J DRAWING NO. EAST ELEVATION A 5 OF A9 !o 12 10 FREDERICK _ ROBERT WEBER I1 ' ARCHITECT - ------------------ L----------------- -=- ------- I ---- rI ....................IJ.................................... ..1......................... ........ ...... I I I I I I I I I I I I V I I i t I I I I I I I I I I I I EE I I 1 I I I I I I I I I I I I I I I I I I I I I� ® I I - I _ I 1 - - - �� 1 -I I I I I _ 1 - - - - - - - - - - - - -�1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I II 12 I 5 I I �I - 1 I / sI / ..................... 1 /I� ' -�-- --- 1 - - - - - - - I -- ------ -- ------------ --- ----- --- - - ------ -- --- I r - - - E TE F n - - T T fi - - - - - - - - - - - - - - I p 16 A - I I I I I ® I F .......................... .. .........................................................:........................l..l...� ---. .. ........... .......l;l.............l..l �.�................ . I..l................ ... l.. ............................................ .. I 1 I I I ,-� I I I OII y II F O I I O V I I I I ; 1 I I I I I lil I i I I I 1 I I I I i t I I I I lil I I � I I I I I r I r w --e=====---------------- ---1--------------------�- ------ __ ______ --JJ- - -- - - ®-®_--____ __ _ __-- L----=----_ ==--mob--- ------------ -- -- ----- - - - - - - - ---- ------------- --- ---- -- -- -- - _ - l -- -------- -- ------ ---- --- --- -------- I't J V i I - � __a=te ` ----------- ------- -- - -- - --- ------ - -- r< I I f�I I I I 11 II I I I I 1 1 I I I II I I I I I r I I r L__, LIQ I I I I J _ [_� I I I I I I II I I I p I I I I I I I J � I I I I 111 I I I III I I I I I I I 1 `/A`J 1 '^� V I � I I I r- 1 I I 111 I I I III I 1 1 I I I I I I I I _ 1 I I II1 1 I III 1 1 1 I I I I I I I I S I I 111 I I I III I I I I I I I J-I fill I I Ill 1 I I I q I I I I I I I �_—�t�---------JT— � ----------- ==tl-----_------�_= ftp—t�—_--------------------------- _ _ _________ - -- -- rJ -----------------rJ- ----------____ _.1------------- -T-------- --'""f-- ------ T L_� I I I �_J I I I � ?I I ,—_J L—_J -----� L-----J - - - - - J - - - - - � Li NORTH ELEVATION DRAWING TITLE: HOUSE NIL ELEVATIONS Euebrow MOO[ I I I I JOB: R I I HOUSE: ------------------ _T--- 1 I ----I -- - -- - 12 ADDITION/ I......... . .................. - ' I . RENOVATION ® ; ® ; \ ° 1050 WEST COVE ROAD CUTCHOGUE. NY 1 i i TOWN OF 5OUTHOLD 1 E I 1 ` SCTM# 1000-III-05-01 I O ® I ,. ® i II ��� 12 ARCHITECT: R 3,_o�, 3�_6�, 3,_2.. 3 I I ��5�70�, 3„ 3._2.. 2. I FREDERICK R. WEBER 1=====_______________�=_��'�_ _ _ _ _ __ __ _ _ _ _ _ _ _ _ 41 EAST MAPLE ROAD GREENLAWN, NY 11140 - - - - - - - - - - - - - - - - - - - � \ � 52 NOYAC PATH - , WATER MILL, NY 119'14 I - 1 T TEL 431 154-5555 I ............ . 1 I I - I Pweberarchltectayahoo.com I 1 I I i I I I SEAL: I I I I O O I I 3 4 � 3 Lai 0 0 1 "I I'-0 /R" 2'-4" 2'-4" 2'-6 I/2 15 " I, 2" 5 4" , -8" I'T4 5 4' 2'-0 I'/j" 3'-2' I 3'-2" 2' a i i � / I I I L-------------- == -1- _ -__-----I -------- - ------- = - - - -- - ----- -- -- -- -- -- -- -- -- -- III F �-- -------- II --------------------- -------- -------------=a - 4 - - = - - - - - - - - - - - - - - I i I I I I I I I I I I I I I�_I_LJIIII��-�-�I I I I I I II�---r T---�I I I r-i I I I I II II 11 ' �� 111 M 111 III M III I I L_J I I I I I I L- � I I I I �_J I I IIIA=OJL_O JI1 I I I t=___ ----i� I REV.: JULY 29 2022 � I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 i I I I 1 1 I I I I I I I GATE: JUNE IL, 2022 1 1 i I I I I l i 1 1 SCALE : 1/4" II I-I II ------- ---------------------------- 11 I rJv- ------------�- -r- - J---------------------------- -- -- --- � - - - - - - - =- - - - - - - -- T - - - - - - - -I�- - - - - - - - -I- JOB NO: W2OILOL - J - - J DRAWING NO. WEST ELEVATION 114" = 1'-0" A 6 OF AIO 12 MBR-2nd 10 ::.. Ridge I I:;;;; 00 Strap All 2x10 R.R. �)'oc� Rid es to FREDERICK .... Rafters is ' I Align ROBERT :<?? `>:1R»>:>: ii>::if.`4>: »>;>s£ :;> ..............: fi: :? : s» >:..:s » »:»:<»:>» :a:>z::::?<:::>:::::<:::::::>;.. ::::::::::::. :::::.::::::.: ::.::::::.:::. :............ ............: :::::.:::: .::::.::::.: :.:::::::.::: ::::::::::: :::.::::.:: :.:::::::.::.............. ..... f .............. ............. .............. .............. .............. ............................. .............. .............. ........ . o - Toof T er Utall i;:;::. Ove a # I0. .. .la........ ............. ::::::.:::s:<:?.. .<s>::......::.. (7y.. .la........................ .............. ........... �TEBER P ,� y l y y EI +2 'A10 J�4" ;:::<:::::;:.. Roof I I Roo >:> Roo 8. I ::.... :.: ::. ��`�,' I 2x10 R:R., 16"ocL—.d- ----- - --- -- ARCHI TECT :::; (3) 9 1/2" LVL "'' I :•: - Top of 2nd Wall R -I To o n a I I I EI +19'-2 3/4" El - I I - 2 3Z4" 9 3 I II'-0" " 6'—?j" " I 1 1 I r————————————————------—————————— r _J I II I Rad 36" TOWER 19 _0„ (MBR) 4" I = 14,_0„ „I 13'-10" I I New 9 I/2" TJI 230, 12" oc 00 (Dressing) (Roof) WF Girder I t, `� �I i UPPER HALL w/ 2x6 EUp (5) Risers I �:•;;{.::<;, ``' ° 35" To of n J Subl'Idot ..:.:..... E I I I I F--"-____ _ -- -- __ ------ =r� I K ,;: :•..... s>s:;>:::. Existing I�,R. w ' K K F... s 5 ? . II.. Top of 1s.t Wall RExisting Tic (3l II 1/8" LVL Pin EI +10 III:II = I I (3) 14LVL I I (3) 9 I/2" LVL y : II II II II Wr, : Header Header 4. - � I WF Perimeter `�' I I (Wet Bar) (Butler's) (Drnin ) I I - 3._6.. ------ �-I Beam (4-Side5 - I _ W U`) of Living Room) E asting 2x4 Studs, j j � I � � I: � � j j FOYER I I A d 2x6'5 Alongside I I EJ � 1 1 I I I I I _ I LIVING O M _� i Su WindowL" ', H,AL � © O © 1 1 O I 4'-0" I I, I 118' I„ l,_6.. \ , 6 J1 . �, i i I I I I Q3 New 9 I/2" T1O ng. to itchen I I TJ oc P Existing 2x6 F.U.1 16" c I ` ' Top of 15t Subflodr I I I 5/4x4 Ipe I Existing I I I �^ I Datum 0'-O" I.I I I Decking I I w Deck n F.G. Batt Ii •�r r'� N nsul. (For Sound) I I I l'-8" l'-7" 9'-10" T-8" 1. 8.. 8�, I I I New 2x4 Stud I _ Wall On Existing 1 1 Steel Columns on 8" P. Conc. Shelf p 1 P. Conc. Footings 2" Closed F Wall (Shorten Spans) _OD I Cell Sprayy Foam- Existing oam Existing 8" Conc. BI. 1 Insulation (R13), _J Q �� Foundation Wall w/ BASEM NT I 1 I Shelf LO ------------- ------------- -------------- _ Existing -�-t- ------- -------- - ------------- I i ------------- ------------- ------ Lr T -------- ------- -------- -------------- P. Conc. Slab I L L-_-- L__ L_____- L_____- DRAWING TITLE: S E C T 10 N (A'_A� HOUSE SECTIONS 12 Strap Ridge 10 (±) (2) II 1/8" LVL Ridge of JOB: Overhang ower HOUSE Ridges 12 51 2nd Floor 1�1 1.F Deck ADDITION/ to Align %5 1/2 % --- : k RENOVATIONill x 1050 WEST COVE ROAD EXIStIngg : I I I \\ ��0 I �;` ���- � I.;,- �\ �`e\ ��� I I CUTCHOGUE, NY 2xIO RR \ o 0 00 New: t j41 ! / \ i I I �I TOWN OF 5OUTHOLD Ridge -III-05- 012x10 RR SCTMtt 1000 Align12 to 12 a :•:::::. - - - :::•:::: I I I .� - - - - - - - Vit\ - fj // Remove Xis \\ �� :.;:;;::: .x rt :•::.::•:.:::::... . :::::: ............... ........ ......... Landing Rail I t o ARCHITECT: ung 6 :::::. :.:::::::::: �.,.. I I 9 n �i I off/// Rafteps'8 Both � / .finds 'Re-Frame r \\ I Roof h 10 (±) . R�p II II _01 ^ IIIA,- w/' i %�' ��' • %� ' \ i 1 �� i i1 FREDERICK R. WEBER / RR t0 Common �� ' \ II II / \ @ a I iii� '�\�\ .r \\\ ;xr'rr:. I I Ridge tlT �� ` I III p �' \\ d Dec Be O d LI P y / --- — / _� — �— — \:.:::: . `1 I -. 2 Steps Be and �� i 1 I New L.C. Copper - �• - - _ _ _ '� _ _ _ _ _ _ _ _ __ _ _ = I , \i - >• Exiting in ���� \ ;:;;::::• -171 , G ice' : �� _ N. NY II41 EA5T MAPLE �AO •:� GREENLAW 1/12 Pitch Roof �`'-•� •a- I � -- -- -- s��1- - ® `n 52 NOYAC PATH BR 4 Under Windows Walls (TypicaU: ,' " \ I o I ' _ ........... . ........... .......... Existing F.J. �' I „ II ° WATER MILL, NY 1191L " Tra Ceiling \ Red Cedar Shingles ;;:;:.• y 9 : � / has ii Bd. E'->' ---� '� —_ Hei ht t Location g r 9 --------- o i n �. � ' %'- -T= � - - - - 9 304 Felt - -- ------ _-- - - - - -- - - - - - - - - -- - - - - � - - - - -_- '� o -- -------------------- ----------------------- oF-of Fascia Bd. To o I I - -- -- -- _ =i I- - I �, - - _� - - - - - - -1 TEL 431 154-5555 5/8 PI wood Sheathing -- - r - i I= Remain y g I I -------- ----_-_- I I I III fweberarchitectsyahoo.com 2x6 Studs, I6" oc I r- r--- --- � I I Iii i j III III r I I� ' Existing 2x4 2" Closed I `- i Frglnt DcI r Cell S ray Foam lliiI I6,I1 1 l " ' ° III II v DonngBay I Existing Bedroom SEAL: Stud Walls omInsulation (R13), 4" II - II 2 -0 Wing in Foreground BEDRO W.LC. Window II3 1/2" F.G. Existing Batt Batts (R13) oo i Insulation I I I I I II I II I I I III 0D i Existing ;— Existingj l l I -6" I I II : I I II I I I 22'''0" I III 5/8" Gypsum Bd. I i- i BR 2 BR 1 � I I 5'-0 4 I I it • I li I I New 2" Closed I I Il a Sill (Typical): Cell Insulation Shingle Flare Box SIII I (2) 2xSc eExisting Flooring t F.J. to Remain BasofSding I I I I i t I I r (Pressure Treated), Fre-Existing Garage Slab/ Unexc4qated Copper Termite \ - - - - - - - -� Shield w/ Sill Seal 4 I - - - - - - - - - - - -� - - - - - -- �+L- - - - - - - - - - - - - - 5/8" x 16" Anchor (4) I/2" I I : I : I I I - -- - - - - - - - - -� - - - - - - - -i- - - - - - - - - - - - - � 6 F.G. Batt I I I I I I I Existing Balts, 32" oc, w/ LVL Hdr. Insul. (For Sound) I IE— Location Bath I Projection — T Square 2"x2" Washer Foundation4 „ I $" 14'-l" I I 6 -9" 13 -$" .. Foundation (Typical): I - I EXISTING �t �r BEDROOMS �D�0 0 8" P. Conc. Found. Wall I j I I I � � o � � L ' J�I I _ J REV.: JULY 29, 2022 S N� MS L _ J w/ (2) t#5 Bars, Top t Bot. 10'-6" I I I I 12',0" I I 44 Bars 32"oc Between SECTION Footing 1 Found. Wall C Closed I I DATE: JUNE IL, 2022 Cell Spra Foam I I I I -------------__1------ ---------- I/4" = I'-O" 18 x10" P. Conc. nand Footing i Insulation R13), I j I L �------------- ----- ---------- "' ---- J SCALE : 1/4" - I'-O" (3) M5 Bars (Cont.) •I° JOB NO: 401LOL LL-J I I LL__-_ L_____- L_ DRAWING NO. SECTIONA 7 cc OF AIO FREDERICK ROBERT WEBER ARCHITECT U 1-4 .. W Q Z ow � rz) H W � O � ^I W � W LO 0 I (Pressure �\ Strap Ridge Reaoot Shingles, Sed Butt DRAWING TITLE: Treated) RedCedar (2) II 1/8 HOUSE S�r'ap Ridge \�`� LVL Ridge RooftShnglesder SECTIONS Urider(2) II 1/8" AF Deck laAmmor" oyen r Equal LVL Ridge e 9 12 \ / PI Roof Sh hin ATTIC eat 9 \.......... .............. .f.......... ............. .......... .. .............. .............. .............. .............. .........:::: "` Ix8 PVC Rake Bd. 1O (±) 2x10 R.R., I6"oc :< New 6 Closed 12 I i 1x6 PVC TfG Soffit "" ~:~ I 2x10 :C.T., lVoc Cell Spray Foam (R38) ATTI 1x6 PVC Frieze Bd. `L 10 (±) 1 I I'-O" Ice t Water Shield of .\ .\ I o JOB: Tow \ ` I i (2' Perimeter) :•;: LL f "" ________________ c� ::: Hurricane Straps on ----------- ---- - All Roof Rafters --- ------------------- °' ADDITION/ RENOVATION 6'-0" I `� �� I I I 1x6 PVC Fascia Bd. k-� I I I I Ix6 PVC TtG Soffit 1050 WEST COVE ROAD I BearII II ing\ II I I = Ix6 PVC Frieze Bd. CUTCHOGUE, NY 1/2" Plg2nd For I/2 Round(1) MASTER BeTOWN OF SOUTH OLD I I I Alum. Gunter SCTM# 1000-III-05-OI DECK RAIL I I W I I Walls (Typical): I � Horiz. Cable Rad, 4" oc 5/4 x 4 I I `� �� I 19 -0 ARCHITECT: W/ 5/4 x 6 Ipe Cap, I y \ `� I I I Red Cedar on SI pers t 4x4 Pressure Treated �i Membr e Roof ry I I Shingles I . e `� I I 30: Felt 11 1/8" TJI 560, 12" or 16" oc :r 12 Post, Fasten to D.J. I I I ` 5/8" PI wood 5heathrn 6 FREDERICK R. WEBER Each Side to Brace, II/8"/ Pitch ,r "' ___________________i�I 2x6 Studs, 16" oc 9 3/4" Advantex Subf(oor 41 EAST MAPLE ROAD L.C. Copper "Boot"' _. .._.._. .._. _ .._.._. .._. _. '` l - :?:: II S 2 2x8 R.R., lCoc GREENLAWN, NY 11140 :........... 2" I in I Closed !Encase o — E ca a st s II r F m - Ce S ay oa I Ixd "Versatex , Typ. ` I I Insulation (R13), - WATER MILL. NY 11914 2x8 D.J., 16" oc G ---------- -------- ----------- ------- � 3 I/2" F.G. 0 k -------- --------:--- --- - ------ _\ I II-I Batts (R13) ' I I -' III 2x6 C.J. I I f3) q /2" LVL TEL 431 154-5555 (2) WF Girders on III III 5/8" Gypsum Bd. 16" oc I I Fweberarchitect9ahoo.com I `l'"x'{" Steel Columns III I I C`' - 3'-2" II Porch irder III I KITCHEN SIDE PO H ,4L: - III i i lil l T SE II 4" 14'-10" p I O III I I III Sill (Typical): I i 6„ 19,_0, (2) 2x6 Sill R 20'-6" 22'-0" III I I 12'-0" li I I (Pressure Treated), III I I I Copper Termite (3) 9 I/2" I I Metal Flashin III I I Shield w/ Sill Seal t 9 n . I = I New 2' Closed I New 9 I/2 TJI 230, 12" oc Between Slabi LVL Hdr. : III III Shingle Flare ® 5/8" x 16" Anchor - I i g Cell Insulation I Existing 2x6 F.J., 16 oc and Framing (Flush) �, III III Bolts, 32 oc, w/ a Bluesto a on Stone Veneer c a o e=- s c e= Base of Siding Square 2"x2" Washer Box" Sill I Nf Exrstmg Plywd. Subfloor in Portland Cement ...................................... `:.. __ __ ____ __ ____ __ __ -_ - % -- on Porches I _ I _ I I Foundation (Typical): Above Grade �„ Exrstrn Deck (4) l I/2" I Remove Deck, I:I I I I I 8" P. Conc. Found. Wall LVL Hdr. I Framing t Posts I:I I I I I w/ (2) t>5 Bars, Top t Bot. 8" 2'-O" 15'-6" 2':8" 4" New P. Conc. I 2" Close I I < New 2x4 Stud Conic. 13 O - Retaining Wall I I I --___ I I O Cell Spra F am r __I I Wall On Existing Shelf For I i New I I _ _-- I I BASEMENT Insulation I ), I I r #4 Bars 16 oc Between - Wi Stone Cap I P. Conic. _ _--H- --- I I °p I I _J Footing t Found. Wall 8" P. Conc. Shelf p Porch Slab t Facing Wall (Shorten Spans) r Grade ___--- _ 18"x10" P. Conc. Footing i— REV.: JULY 29, 2022 8" 3'-10" 118" w/ 2" Keyway and BASEMENT U I 4" P. Conic. Slab I I (3) 95 Bars (Cont.) �- ,ar�d�c '-1eNa----- ---------- Ur- --- ---------- DATE: JUNE I4. 2022 I�--------- — ----- ----- -L, -- --7: II Bluestone t l I�ernF------ i I I Existing SCALE : 1/4" I'-O" Areaway, - _________ 4" P. Conc. Slab --------- ----� JOB NO: 401404 aL---- L---- �•�, DRAWING NO. S � CTf Oil � � S � CTIO �I KE`E� OF AIO SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS FREDERICK 2 x 6 TIE 9 EACH RAFTER Joint Description Nail Sizes Nail Spacing ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMP50N H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2- 16d per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side Stud to Stud (Face-nailed) 2 - 16d 24" o.c. SIMPSON H2 HURRICANE MST31 METAL STRAP Header to Header(Face-nailed) 16d 16" o.c. along edges CLIP NAILED. FROM PROVIDE 8d COMMON 9 ALL JACK POSTS �..� 1.4 RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud w 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud ^ SHEATHING TO LAP TOP 2 - 16d per 2x8 stud H WALL PLATES Bottom Plate to Floor Joist,Ban djoist,End joist or Blocking (Face-nailed) 2 - 16d ''2 per foot APA RATED PLYWOOD TO EXTEND TO TOP OF TOPO 4 - 8d NAILS FLOOR FRAMING PLATE. TYPICAL MST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4 - 8d per joist 9 JACK POST Bridging to Joist (Toe-nailed) 2 - 8d each end F----I MST21 9 STUDS Blocking to Joist (Toe-nailed) 2 - 8d each end W w/ 4 - 8d NAILS 948 O.C. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block EACH END - TYP. 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist w Joist on Ledger to Beam Toe-nailed 3 - 8d per joist METAL STRAP 32 OC. g ( ) p O FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d ' per foot T , DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER " BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone 2 x 6 916 O.C. other 6" o.c. edges of T� STUDS SIMPSON MTSA 18-Z W/ panel , 12" o.c. interior V 1 l6) 8d NAILS TOP t P BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION 1�� x ,0" or wider 3- 8d per support CEILING SHEATHING O Gypsum Wallboard 5d 7" edge /10" field J r'1 SIMPSON MTSA 18-Z W/ �(6> 8d NAILS TOP t WALL SHEATHING BOTTOM 9 32" O.C. = Structural Panels 8d (see table 3.9) r� SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOPE (6) 8d NAILS TOP 7 /16" 6d 3" edge /6" field BOTTOM 9 32" O.C. FLOOR JOIST = BOTTOM 9 32" O.C. 25 /32" 8d 3" edge /6" field :. NAIL SHEATHING TO SILL PLATE _ TOP OF FOUNDATION w . Gypsum Wallboard 5d 7 edge 10" field DRAWING TITLE:8d NAILS s 4" O.C. d see ble 3.9 rd (SHEATHING TO LAP BILL PLATE) :, Hardboa 8 to r'• ••It` REB AR 2 •,,r ,. ti •.ate. - Particleboard Panels 8d see table�•, ticl E ,41 L OD DET (2) 6 ILL PLATES •:r C S 2 x S Sheathing Board She n ;'': �.;';��:i•�:' Diagonal B ;r 9 ITE H IELD 9 TER S ER M COPPER " „ „ Q RE AC T 2 8d or (T P.> per support ILL EA Y :. �•. / S •y,�.. P P w S P 1 , 7 t 3 ..° 8d per support wider 10 or w PP W FOUNDATION ION D G. ��• EE S ''t'• .RI i.. H I F SHEATHING FLOOR S DESIGN/REINFORCING 19. FOR .,.• .,.. ..rw•: •! r r::....r:.:.:'i....S.t •J. ..•.. r.1'• „�� ":�•t. :4.i ,�,�;, `c i.;fY,' � •r.�.wt: Structural Panels 5/8" x I6" A.B. 93211 OC. " " " w/ 2"x2"x3/16" WASHER. 1 or less 8d 6 edge /12 field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field STAINLESS STEEL) ISOLATE WASHER FROM + CONNECTION CRITICAL PATH Diagonal Board SheathingJOB: SILL PL W/ FELT STRIPHOLD DOWN SHEAR , x 6""ar ," X 8" 2 - 8d per support HousE: 1 x 10 or wider 3 - 8d per support ADDITION/ 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed RENOVATION ---- I ---- � 3 on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 1050 WEST COVE ROAD 2When wall sheathing is continuous over connected members , the tabulated number of nails shall'be permitted to CUTCHOGUE. NY be reduced to 1 - 16d nail per foot. TOWN OF SOUTHOLD SCTM# 1000-111-05-01 ----- � ----- L----- I ------------..---------------------------------- ARCHITECT: ---------- ----------- ARCHITECT: I II I F -----, ----� FREDERICK R. WEBER 41 EAST MAPLE ROAD -----------� -------• I GREENLAWN. NY 11140 II I II I I I JI u•____�I 11 I I I til I i �— �, 52 NOYAC PATH ; L------ ------- ------ ------- DESIGN CRITERIA: WATER MILL. NY 1191L I I I I I II I � LOAD - - L 4-5555 =yam* --J' N we erarc itec oocom GROUND SNOW 45 PSF. WEATHERING SEVERE 3 ---- ..............r�.a.---__— ---__�;I........................ ..................................................... I II I r` / II " FIRST LEVEL - 40 PSF. L.L. FROST LIE DEPTH - 36" F b h t9yah I x 20 GA. GALV. STRAP 1 1/4 x 20 GA. GALV. STRAP " LIVING AREAS - 40 PSF. L.L. w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN TERMITE - MODERATE TO HEAVY T BEDROOMS - 30 PSF.` L.L. ' EACH END 916" O.C. EACH END 916" O.C. DECAY - SLIGHT SEAL: 1 I I I I I I I S , _ ;r _===--J; 1 1/4" x 20 GA. GALV. STRAP WIND SPEED 130 MP i S __i w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES S ------, ----- ------ ----- FDN. 9 C. w/ 5-8d COMMON NAILS IN ' ------------------- 16 0 EACH END 16 O.C. I r'--.-- � r I I I I I I I 11 I I 111 ____ �___ 11 I I I I I III , 11II ' II'-]LY "'� ~--- -- ' DESIGN CRITERIA: 1 DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ' CONSTRUCTION MANUAL FOR I + 2 .FAMILY HOUSE - ENGINEERED DESIGN METHOD. I I I I I I I I I _ ----------- --------- 2'-0" ZED OPENING > ; I MAX. .< }�.� •.',s WINDOWS - GLA ' .� REV.: JUNE IL. 2022 vr, 2'-0" MAX. DATE: SEPT 1. 2018 2 - d COMMON NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE p PLA E DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM ------------------- ;fix>° E 1999 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w201LOL °} OF 1110 AND A MAXIMUM SPAN OF 8'' SHALL BE PERMITTED AS OPENING fid ; PROTECTION. ATTACHMENTS SHALL BE 2 1/2" u8 WOOD SCREWS, IV OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' >s GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A10 OF AIO FREDERICK ROBERT WINDOW SCHEDULE WEBER OPEN PORCH ❑ 6x6 Pressure Treated R.O. Area r g Egres Post, Encase in IAO Unit Model (3) 9 I/2" LVL 2l 9 I/2" LVL 3) 9 I/2" LVL "Versatex" Trim w/ Base, ® ADH3250 3'-2"x 5'-0" Yes ARCHITECT 9 I/2" L —. —. ------ t Cap, Bolt to Found. 14 ------ Wall, Strap to Hdr. (Typ.) B --------- --—T---- O I I.I ADH2434 2'-4"x 3'-4" No I T � 2x81 I I Provide Flag Connection Column B 2x6 C.J. I.I p to Girder (Use 5"x5"x3/8" Al © ADH2640 2'-6"x 4'-0" No i I I I I6" oc III Column to Add era) Strength) I. 1.1 w AS See Anchor B tails II 1/8"I TJI 560, 12'I oc N III > C OD ADH3040 3'-0"x 4'-0" No a I I (Under Bath Above)I I I III Al ! I. I cv E O ADH3048 3'-0"x 4'-8" No E v I I I I N III Existing Hdr. Existing Hdr. A8 I I i I. I a- A8 O ADH2440 2'-4"x 4'-8" No ........ ..... ....................................I:I:::::::::::::: ..I..�........................I:I ....................... .....i..... I 1q._4. I , O ADH3850 V-8"x 5'-0" No I 4.. 3. 6., 6.. cn ----------J 1.,----- -i" I - �.. �T II 1/ ITLII 560, 161' I c i O ADH2840 2'-8"x C-0" No 2x./i (2) I/2" LVL Q I I I I 2x6 C.J. I. _ o o O APW5050 5'-0"x 5'-0" No i A I i O 16" oc I I I I I I Q (2) 9 1/2" LVLT I -___ KO ACW2430 2'-4"x V-0" No 00 1 — — — — — — — . 1 I (2) II 1/8" LVL �> I Il ---- o, Q ADH2840 2 -8 x 4'-0" No H I F-� _ I I y " III � N u I I 1 1 _______ ................ _____-_____J1___ T I -i-- -i i � �_ 1 •l --- w w W M ADH3034 3'-0"x 3'-4" No -----------�T---- +-1- ------- -� _ T L_ _ O ADH2O3�4 2'-0"x 3'-�4" No I I I i I I I I —14 I cel > I II I II PAOVLD3020 3'-0"x 2'-0" No N I I I I I I oExisting Bearing Wall II 1/8" ITS( 560. 16" +------------ ------------------ EYEBROWNo v u v O O I No in Ln� =° � (2) II LVL =_L_______-LL___-__ ___Q O (Over Bs Girder) ATF3220 3'-2"x 2'-0" No r_ __.__W 8x21 Perimeter Girder ----- -- --J1--- I `n "' "' 4x�{ 4 0 0 = T� ATF2�{I6 2'-4"x 1'-6" No V 1 - - - - - - - —�--- _� Post HOD � _4'x4"x3/8" 4"x4i" 3/8" 4"x4"x3/8" I I I Bearing W II 4ost - ost ATF3016 3'-0"x I'-6" No v Steel Col., Stell Col., Steel Col., I I I t7 I I I = = r I I Ceiling s' 9' li ,L w ATF2416 2'-4"x I'-6" No III VIII In I � 1 I o I 'I LJ ATF5416 5'-4"x I'-6" No O `v l P I I l l l I (2) II 1/8" LVL N I II (2) II 1/8" L w w H I ,I , III o — — — _._.—._.—._._.—.__._ - _ — .- -ii. T ATF2816 T-8"x 1'-6" No ..v......l...l....................�. ............. .. ..(2) 9 1/3, L.V.L................................................................................ ........... .. .................................................................I.. X 2x10 R.R., 16" oc 2x10 R.R., 16" oc I I I III "' I I 20 7 I'I 2� I I .� O °D I 1-1 1 v I -' 1 1 III I Model Numbers Refer to Andersen A-Series, PG50, ---- --- _ ____ ------------------ I l a- I I I F- I I I ' I> I I Low-E4 w/Argon Glass, Simulated Divided Light A_ _j . ---�xistiny-`tru5-5-------'----------------- 1 1 - I I ao I I III-' I p` rl, I I I iIi r I I I' I\ III 2x8 ., 14" oc Existing Hdr. Existing Hdr. A A I I co = I I III- I I l l i III I I I I A'i Tower I I ' I I I fx4"x3/8" I I I- I .I III 2x8 ., 16" oc I •I . ani I i Above 5teelx3/8" III iIi I I Be Col. (2) 2" L L I I Ili -r Ili DOORSCHEDULE Steel Col., Bearing Wall I 4x4 x3/8 �I�-1/_.=�._.—.�_._.—. _ _ Open to Above I I I � Ill B DRAWING TITLE: ....... . ...Steel Col., ........ I........... t 0 W Sx21 Girder (Above) (2) II 1 LVL (2) 11 1/8" LV I.. I _ (2l 9 1 2" LVL _j I I I Ill 00 I - III III > I I I Covered I •I A-1 m I I ' I I I 11 _ > 111 unit Model # 2ND FRAMING: Width i Height xI tr � �' III III "- !I I ``' � 1 •I `v I I `v I '1 I'I I I \ 1 11 O Front Doors w/ Sidelights 3'-0'x 6'-8' (Door) w/ (IST PLAN) v _° �' III I I I 1 I I _ ! .I "Simpson", Model 31508 (2) I'-2"x 6'-8" (Sidelights) ----------------- - m O "Simpson", Model 31508, Right 2'-8"x V-8' (Door) O I Existing ___ 1'----------------- - 2x8 D.J., 16" oc III 2x8 D..J., 16" oc III 2x8 D.J., I6" oc I ! I I I I l 2x8 16" oc I Inswing, (8) Lite, (1) Panel, SDL v 2x10 R.R., 16" oc 011 2x10 R.R., 16" oc v I'I I ' I I ___ v III III III l •l "Andersen" FWHID54411APLR 5'-4"x C-11" u I e I'I I ' I I I 2x8 16' oc I l l 3 QC l L III III III O Frenchwood Inswing Patio Door (R.O.) v t'! l ' l I I III "Andersen" FWHID54611APRL b'-4'x C-11" I I I O Frenchwood Inswing Patio Door (R.0.) cv l P I I X > Ill Ill B arl g all I I I(2) 9 1/2" LVL III 4 " " JOB: x l I I - i i i i i i I l l O FrenchwoodnlnsiuingHPaDt o9DooArL 6'-II` x A73 _ I II l III III Q, l 4..x4"x3/8" - -- 4,.x4"x3/8" i i I I I I I I I I --------- i---- --- 1 -- ADDITION/ qj Steel Col., Steel Col., . I O I I1 O I I I m RENOVATION x l l x 1 1 I I I O 1050 WEST COVE ROAD I W 8x21 Perimeter Girder W 8x21 Perimeter Girder Ill Ill I I I i verlay °C CUTCHOGUE, NY i. I I I I I I ) 9 1 LVL I I ROOF ? TOWN OF SOUTHOLD 2x8 D.J., 16" cc II 2x8 D:J., 16" oc III 2x8 D.J., 16" oc — --= - - - w6l"" F�jl -ge �+ SCTM 1000-111-05-01 --- ---c I ' I I ' I 19'-0.1 II 1/8" LVL••. 9._6.. o U 6„ �- ------ -------------� -------------- r------------� I �I - cv ARCHITECT: I Overlay• I �' O ROOF \ cv FREDERICK R. WEBER 41 EAST MAPLE ROAD 'oo I " 1 0 I ►` lI I III 1 `r' I 2x10 R.f ., 16" oc �� O 52 NOYAC PATH 2x10 R.R., I6" oc 1 2x10 1, 16" oc I \ WATER MILL, NY 119'14 (2) 9 1/2" LVL (2) 9 1/2' LVL (2) 91/2" LVL I 1 �� I (2) 1 I/2" LVL TEL 1.31 15,4-5555 4"x4"x3/8" ! Ni I Fweberarchitecte ahoo.com Stl. Col. I ,p - ; �, p �, FRAMING NOTES: y I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER SEAL: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD `� °C ;�9 ac TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. D, _ 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. i v � ��rL �J� ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTEID 0 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L� 3' �\ `,y� 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc_) OR AS NOTED ON DRAWINGS. i 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. (2l 9 I/2" LVL 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6'D e 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" REV.: JULY 29. 2022 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DATE: JUNE 14, 2022 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. C 13. ALL MULTIPLE LVL PRODUCTS W/' STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. JOB NO: w201401. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. DRAWING NO. 2ND FLOOR FRAMING ( 1ST FLOOR � NORTH � PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. 2 TO FOUNDATION WALL PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALLS1 OF 52 FREDERICK WINDOW SCHEDULE WEBERT Chimney Unit Model # R.O. Area Eg res -i Opng (2) 1 1/2" LVL Hdr. ® ADH3250 3'-2"x 5'-0" Yes ARCHITECT I B © ADH2434 2'-4"x V-4" No > A= p Al C " DH2640 2 6 x 4'-0" No } O I 0 � } A8 O ADH3040 3'-0"x 4'-0" No C14I A R. 6" c I 2x10 R.R., 16 oc C Al E A CI 16" oc E O ADH3048 3'-0"x 4'-8" No N r A8 I y, AS r---------- r-------------------------------- O ADH2440 2'-4"x 4'-8" No 1.4 IOG ADH3850 3'-8"x 5'-0" NoI II I o o l l L.C. Copper ;Window Pano o R.R, I6" oc I 2x10 R.R, 16 oc HO ADH2840 2'-8"x C-0" No I I I I I I Existing:: I / 2x10 C.T. I6" oc JO APW5050 5'-0"x 5'-0" No )�E Flat Ce+lmg j Pitched 7 I o o I (2) 9 1/2" LVL Hdr. 2-Sto Wall I-Story Wall I KO ACW2430 T-4"x V-0" No� ADH2840 T-8"x 4'-0" NoI I / i � ADH3034 3'-0"x 3'-4" NoERidj R.R, IC oc I 2x10 R.R16" c I w w ( ADH2O34 2'-0"x V-4" No 2x10C.11., 16 oc I ROOFoj I © AOVLD3020 3'-0"x 2'-0" Noto .R. 16" oc � I 2x10 R.R, 16"I oc �a/:: m I �� > I � � New Raised -_---__ Existing Ridge --_-_/ �° I � IRidge - lse EYEBROW Noao I �'2x10 C.T.s 16" oc I .:' I I > U , v RidgeS O NoI v ATF3220 3'-2"x T-0- Till qj No 2 I I v l �' I Bearing Wall I (2) 911/-'" 'VL Hdr. R,° r� '' Stud Support Wall over Ist d Found. Gi der Be w I j I s cv n I T ATF2416 2'-4"x I'-6" No v 1 ty- 2 10-.R.R, IV% Qc. I 2x10 R.R, 4 o I I 04 N O �O O s + ATF3014 3'-0"x 1'-6" No I I II w XX xX ry / :•Overlag U I zM10 C.11., 16" oc 0`1/ - I I o w wN / Roof' I I ., I I x v I + ATF2416 2'-4"x 1'-6" No O I Ov Overlay '. I o Roo I r ..'' Ove lay :n I I I F-+-i = i x rti+i / : - ---- ---� Roof - - O I I Ty ATF5416 5,_4„x 1�-6” No (2) 9 /2" L%. 'IF+d ! .•' 2x10 R.R., 10 oc`� ,' 2x10 R.R., It" oc �' / Ridge —•—•—•— i e bl I Ex. Hdr. Existing:Header Ex. Hdr. I O ATF2816 2'-8"x 1'-6" No 132 LO __ ------ -----------------------------��' x - -----�- ---6--------------�- o o I _ o o = ° (2) II Z/8" LVL i sz L.C. Copper :Window Pan Model Numbers Refer to Andersen A-Serles, PG5O, O r (2) II 7/8" LVL I'I , a p I ^ � :• I I - ------------------ Low-E4 w/Ar on Glass, Simulated Divided Light /Y cn } :I: } —————————————————— A , I .1,+P' �� iti .l � I ' I U I A AZ r `' ♦ I� � �;I � I 'I o 1<L o I DOOR o DRAWING TITLE --- --- ---------------- ---- i SCHEDULE E D U L (3) 9 1/2" LVL Hdr. (2) 9 1/2" LVL Hdr. % (3) 9 1/2" LVL Hdr. (2) 9 1/2" LVL Hdr. wo o j Al Unit Model Width E Height (Wall Pitches Up to Tower Wall) - X I ROOF FRAMING O Front Doors w/ SideLights 3'-0"x 6'-8" (Door) w/ (2ND PLAN) v I "Simpson", Model 31508 (2) I'-2"x C-8" (Sidelights) U I "Simpson", Model 31508, Right " Inswing, (8) Lite, (l) Panel, SDL 2-8 x 6-8 (Door) "Andersen" FWHID540APLR 5'-4'x 6'-II" ROOF ROOF p.- O Frenchwood Inswing Patio Door (R.O.) ® "Andersen" FWHID54611APRL 5'-4'x C-II" Frenchwood Inswing Patio Door (R.0.) JOB. B an g al �q �-----_- � FrenchwoodnlnswrngHPaDt o�DooAr L R.0") 6'- II' HOUSE: DECK r ,ADDITION/ � Chimney �r� ROOF RENOVATION O ' 1050 WEST COVE ROAD O o CUTCHOGUE, NY Ride TOWN OF SOUTHOLD Ridge SCTM# 1000-III-05-01 b v ac ARCHITECT: ROOF FREDERICK R. WEBER ROOF ROOF 41 EAST MAPLE ROAD GREENLAWN, NY 11140 Rail 93'-0" 52 NOYAC PATH WATER MILL, NY 119%. TEL 631 '1154-5555 Nip FRAMING N O T C C: Fweberarchitecteyahoo.com 'p C J I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER SEAL: 2, ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN, THICKNESS OR AS NOTED. Z 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD D TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. A8 Z 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ` ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. �+ 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. * 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. o 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS. SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" REV.: JULY 29, 2022 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DATE: JUNE 16, 2022 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. C 1 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. JOB NO: w2011.04Al 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. DRAWING NO. ROOF FRAMING ( 2ND FLOOR PLAN ) NORTH PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL S2 OF 52 P�0 A 5,<,e-�, S5,:5�es AhriENDIZ NT SITE DRAINAGE: DR tt AREA VOLUME VOLUME SURVEY INFORMATION: -" (Required) DRAINAGE STRUCTURES (Provided) SITUATE FREDERICK DR It2 House/Porches 3544 sf x .166' Rain = 591 cf (2) 8' Dia. x T High w/ 591.5 cf NASSAU POINT Traffic Bearing Slab ROBERT DR 3 Barn 912 sf x .166' Rain = 161 cf 8' Dia. x 4' High w/ 169 of WEBER Traffic Bearing Slab TOWN OF SOUT LD DR 4t5 Drivewag 3150 sf x .166' Rain = 523 cf (2) 8' Do. x T High ai/ 591.5 cf SUFFOLK COUNTY NEW YORK (Expanded) Traffic Bearing Slab 1 QQ -111 -Q5-01 S.C. TAX N o. ARCHITECT SINGLE FAMILY DWELLING VACANT House, Porch t Barn Roofs to have Gutters t Leaders 8'0 Dome: 62 cf O �f Connected to Underground Drainage Structures (Tgp.) 8'O Ring: 42.25 cf/Ft of Height SEPTEMBER , 2�� W/ PUBLIC WATER O SINGLE F JANUARY 15, 2016 ADD TI LINE AMILY DWELLING MARCH 6, 2017 ADD TOPOGRAPHICAL SURVEY «A»OF„ W/ PUBLIC WA TER NOED MAP j� AME DINT NORTH AREA = 67,247 sq. ft. N Ass AUBPRoL �UNrt <OWEST (TO 11E LINES & BULKHEAD) 1•544 aC. p01NTC LooP NASSAU •THE CLERKF� No, 156 �/O') '� _ SURVEY INFORMATION: VE OFFCS�6, 1922 AS FILED W oN AUGU GE OF PAVEMENT NATHAN CORWIN, LAND SURVEYOR LO 2g W/T c _ - _ _ _ 1586 MAIN ROAD (PO BOX Ib) T � nun POLE S 4D �� METER f�N'v.ry4 rj•$O S` JAMESPORT, NY 11941 O/F 29 QQ Inspected t Capped _ - - - - - - 71 150* (631) 121-2090 FAX (631) 121-1121 N� GER E i 'Future" Water Service - - - .� ANN R- gUR 4 6.6'1 P (Installed in Case of Issue OVERHEAD WIREs -� - Nn a poli Y p\I1E�1-1NG v� // w/ Old Existing Service) 20» E of vN£��G '' - _IF P,0112 Sq4�. pUBUC wA� �/ ��5�• ---4------- ----- -- '79 ,RRe�`�ROgD 79.0 s _ 218• O 01 54t ce c"N OV _ V r�Dt�. • •pAN B<.00K� � C. Np - �•�-� �Y/ MpN IRS � 1 ' 1 -CHAIN LINK FENCE 1 - 'l, "Futur, '4 ()» E O �+ 'rte' s -Hf' �Watervice �_._, ' ---------------- __ ti 5$ 2 -- --- _ - al Vv ----- -< - __-__. N �", -�► -_�;� _: Tir I�New am E�a� \ 303. 6 V 1 Water',Servic \ W ce NG VEEP Z J ON. W IN�N�`\ it r l II i I QR1 ►` - �� �7�� o EX P\-jO� ti \OA!�1c (fit r `\`` Pik ��Q)�t P' ' \ •" -V +27.3 I 1 �� ,• 25• 1000 sal. \ \ , \ `, \ , `,\ , , ,\ `X' -f ,� • '� , � �FL. Propene\ \ b �� k NO ` , S t1 �t�� 99 ,, ';HOL to `'y New Barn \ Tan \\ \\ , , '\ `, o o. �o4) �0'n f Water Service \• \yam• �,c� ��' a p O �`"�\`\```,``,\\\\ \\\'``,''',\ �,a\•`` t P' \\ O R 0\-�� ��� �j s •BEl\GK � _\ �c�' � STONE -` O W .'` t\F d :� �' 3.6 `'a F�Pp g. ..y \ ✓�4' J� RETAINING Q� �a' g $ '-- G o'" ` OQQ OR :r:i'. \ t 2 WALL0. -a�;. t �. ,, oEc .y ZNp �,2 S c•::::::.�:. :tia;.:::::_ LP 1 -- ----- i f0•o \ \'``, `'' 8> \ 'R '�' i,51 . :�' :.•....,..'}.:.• 't•.,,. 1\.. •1•.. ' \RR41 Q PCO O E G:t'l3w' . :. ::: R i, •.,, 1 '\� O. lei& Q w....... i Q ::. FZ S ti• 3., L2', '�• Z k Q LO a� PROPERTY OWNER: 0 0'� \G�� 1050 WEST COVE LLC z� \ ° �tean " p�� O O6 GENE BURGER) • �'- Ou t N.. V HWM O� - 0 mo g �O ADDRESS: 1050 WEST COVE ROAD x, �: b. ALONG \'` x ' / °• S 1my d ,y \ NeY1N ,. / '•-' . a SITU BULKHEAD`a \, g\ tq O� TO ATE NASSAU POINT `- 0. ,1= of \ ��`,.-' , , ° a :G. �� WN O• SOUTHOLD DRAWING TITLE: 130 + ? \ 1 i \ ► •�. _ Off. �+:::::::. �, �P., K COUNTY. NEW YORK o G'• ,K \ �,' �� \ ':U 1 O \1 21 1 - ,�_. '. + SCTM# 1000-III-05-OI O _ - :'� :. �.: .... �P LOT AREA: 61 1 f SITE PLAN \X'�., I +f8 - �. °.`7 _ .: :jt' �,'''''':' 4 s 11.544 Acres), To Tic Line O - ,_ ;\ :!� STONE +2.I \\ :��' . �' i i' O :- +1 �.�'.'. ' \ RETAINING �P '40 • \ ZONING: R- \�!\ \\ \\ \ \. -'' - ' • © ;.• \ WALL '+17 YARDS: (PRINCIPAL) - ° Jr '+t7' -'' - fl'- ' c� �" p Q a \\ / \ �� FRONT: 50' SIDE (ONE): 15' \: iw'.-,-�'-- "' � e„"lO ., .j $�"�qL .v`-'� "'' � A1� " \ y Q� SIDE (BOTH): 5' j J► \\\\```\`\ ��\ `` \ 'A21.7 .•i - ' � ,g `. R \ p,to / 1 �n ':�' v L` 0 2 \ O,Pt`� � �` 1 LAMP ' +•': '., ' / \ J \\ �`�� REAR: 50 y t POS / �"----' �� :� � .'.l. .'.'`'r'.•. i1 �• I DR�° g �{)• YARDS: (ACCESSORY) +1 5 / + Z 1 y \ . . . .. ° \ _ FRONT: 50' 'X 1 `' �l `n .. .. F /� G�' F �P Q� SIDE/REAR: 15' JOB: - / 1 PN°Qod` i DR5� OI G��\�� �\J�' LOT COVERAGE (MAX.): 20% HOUSE ADDITION/ HWM EL 1.7' G 5.� .� �\ x+15 / l i %V \ 1 __ GQ� ' G \i N (10/9/2018) +18 _1 - +1 .v •'�,• -' k, LOT AREA (To Tie Lines t Bulkhead): 61,241 (f) f ----- O� � LOT AREA (To Tie Lines t Top of Bluff/Bank): 60,131 (t) sf RENOVATION +s ''�, LOT COVERAGE (Allowable): 60,131 sf x 20% = 12,1'46.2 sf // 1 ac sh' DcD� o O� < F J�\' +a . \ Y \.• G\. ' Q EXISTING HOUSE. 2411 SF -� o N +5. +a. ;,s;' l/---------------+t9--__-__-_ ' \ �/ - _ _ a� `�� �� e��� EXISTING DECKS (Front: 31 sf,Side/Rear: 1G6 sf, Bu&head: 228 sf): 031 SF ROAD 1050 WEST COVE Y` 9, EXISTING GARAGE: , NY 'no � _+2.� �24�-'-- 1_ 542 SF CIJTCHOGIJE _ EXISTING TOTAL: 4190 SF +2 +2 f_22 _ TOWN OF SOUTHOLD D0 'Z x' q;` t / \\ 51DE- �1�FROYARN BROKEN N� EX15TING LOT COVERAGE: 6.9% SCTMS 1000-III-05-01 ,pow A +5.7; +¢s 6 \r - - YARD," DRIVEWAY FO\1COa1G MON. 0.45" L NORTH PROPOSED IST FL. ADDITION (Main: 459 sf, Bay: 19 sf): 413 5F AINS OF' RA ! 0.2 N SITE N - �L ORnVEW Y 1 NEW PORCH (Front: 18 sf, Side: 99 sf): 111 SF ARCHITECT: EXISTING DECK TO PORCH: 360 SF 11 / A E Q REMAINING DECK 9 HOUSE: 405 SF ; I ---- O� +s.+, ; -'" _ __ P TANKS 223 ' 1" = 20'-0" NEW DECK (Front: 62 sf, Side: 18 sf): 80 SF FREDERICK R. WEBER NCE EXISTING HOUSE: 2611 SF 41 EAST MAPLE ROAD Y O SUB T N NY 11140 iN L K PROPOSED SANITARY SYSTEM NOTES: TOTAL: 4052 SF GREENLAW , FOU b POST +24' RAIN PROPOSED BARN (24'x36'): 864 SF ND ,N W90 NEW SANITARY SYSTEM FOR 1 BEDROOM HOUSE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 52 NOYAC PATH w \ F0"c MON '' PROPOSED COVER: 108 SF WATER MILL. NY 1197E CON b1' i +23' EXISTING ELEVATIONS ARE SHOWN THUS: +xx.x ;� ' » NEW 2000 GAL. SEPTIC TANK PROPOSED POOL: (16'x44'): 10'4 SF +1 +6'+ LQ w NEW 415 S.F.,SIDEWALL�AREA OF LEACHING POOLS I t 2 EXISTING CONTOUR LINES ARE SHOWN THUS: EXISTING GARAGE: 542 SF TEL L31 '154-5555 �'�x' o.s, ,� ^' 79 FJ$ (2 POOLS, 10 (0 x l -6 DEEP) s F.FC. - FIRST FLOOR EXISTING -----------xx------ EXISTING DECK 8 BULKHEAD: 228 SF fweberarchitectsyahoo.com o MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS: G.FL - GARAGE FLOOR NEW xx SUB TOTAL: 2-446 SF SINGLE FAMILY DWELLING SEPTIC TANK GREATER THAN 15 FROM SURFACE WATER TB - TOP OF BULKHEAD -, LEACHING POOLS GREATER THAN 100 FROM SURFACE WATER """"" SEAL. -"-` " >� \a W PUBLIC WATER BB - BOTTOM OF BULKHEAD xx"'••' PROPOSED TOTAL: 64°18 SF IaA� �n SEPTIC t LEACH GREATER THAN 65' FROM TOP OF BLUFF to - TOP OF WALL z BW - BOTTOM OF WALL PROPOSED LOT COVERAGE: 10.1% ;\GX R. ., SEPTIC t LEACH GREATER THAN 20' FROM SWIMMING POOL - 0 � ��' SEPTIC t LEACH GREATER THAN 10' FROM STRUCTURE FLOOD PLAIN: X HEIGHT (PRINCIPAL) MAX.: 35'. (2 1/2) STORIES TOP OF LOCKING CAST GRADE CONCRETE FOUNDATION GRADE (RON COYER EL +23.5' (t) COVER TEST HOLE DATA ACCESSORY BUILDINGS: k/ � �►,.� EL +22.5 MAXIMUM ACCESSORY BUILDING SIZE: 61,241 sf x 3% = 2011.4 sf CONCRETE EL +24,0' TO GRADE - x McDONALD GEOSCIENCE MAXIMUM ACCESSORY BUILDING HEIGHT: 22' COVER OR Z HIGH (MAX.) a APRIL 30, 2018 Wa TRAFFIC C.I. GRATE : CONC. CHIMNEY i � BLUFF: SLOPE GREATER THAN 20% AND HEIGHT GREATER THAN 20' �•.;,C".=t�;:.',''"" BEARING i� ELEV + 24.5' MIXED SAND AR1 . 2023 SLAB PRECAST 20 t LOAM (MIN.) CONCRETE CONCRETE I' Sanitar /Barn La FEB 24. 2023 CONCRETE PROVIDE CLEAN OUT BROWN SILTY y CHIMNEY 9 FACE OF HOUSE DOME DOME _ SAND (SM) Permits JUNE IL, 2022 FILTER CLOTH AGAINST BOTTOM OF t BARN TO GRADE O 3' D R A W I N G S C H E D U L E Pe m+2' DEC 9 2019 WOVEN WIRE FENCE W/ FOUNDATION Relocate Samtar JULY 13, 2014 2"x2"x36" S-FAKES, 12' OC 6"cp EL +16.0' FINEESANDu(SP) Al SITE PLAN y DRIVEN 16" MIN. INTO DRAINAGE - 4 0 APPROVED 5 Pod Backwash JUNE 3, 2019 GRADE, EMBED FILTER PIPE INVERT PIPE, 1/4' PER FT. A2 FOUNDATION NOV 20. 2018 CLOTH 6" INTO GROUND 1 1 at HOUSE MIN. PITCH _ REV.: OCT 31. 2018 1 PALE BROWN and A3 15T FLOOR PLAN TRAFFIC I TYPICAL LU I EL AR - PI APPROVED O BAND SI DATE: SEPT 1 2018 ASPHALT 1 ua I at BARN PIPE, 1/8' PER FT. i BROWN SILTY BEARING I _ cn ASI 2ND FLOOR PLAN Top Cone I DRAI AGE I EL +20.0 iti - p MIN. PITCH , Bax GRATE I RING 4 1 - - TOP OF LP EL +13.0 _ PIPE TRENCH i > I INVERT -a BAFFLE v - I A5 ELEVATIONS SCALE 1" 20' EL +13.15 FLOW ] co DRAIN TO I 8 -O WALL _ EL E3.25'RT INVERT ENL 30' NEW _ 13' A4 ELEVATIONS JOB NO: w201LOL DRAINAGE RING I I O I LEACHING; 1 I 1 LIQUID i SEPTIC I POOLS I t 2 i 1 BROWN CLAYEY Al SECTIONS SLOPE z STONE 1 1 DEPTH �- TANK I i+l I SAND (SC) _ BLEND i 2 CLEAN SAND t �� 1 (2000 GAL.) 1 (4 15 S.F.) I A8 SECTIONS DRAWING NO. GRAVEL FILL L--------------------- 1 18' A9 FINISH SCHEDULE CROSS SECTION CROSS SECTION "'"'"......•'••""•'� I I PALE BROWN 13' MIN. 1 FINE TO MEDIUM AIO CODE DETAILS SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY TYPICAL SECTION ® DRAINAGE RING (COLLAR i 1 SAND (SP) Sl STRUCTURE- 2ND FLOOR AlBOTTOM OF LP EL +5S' 1 23' --- S2 STRUCTURE- ROOF I I PALE BROWN El ELECTRICAL- IST 10'-0" 8'-0" 1 I WATER IN 10'-0" I FINE TO MEDIUM E2 ELECTRICAL- 2ND I 3' (MIN.) TO HIGH i SAND (SP) OF AID 1 SEASONALGROUNDWATER1 E3 ELECTRICAL- BASEMENT L----- - - ------ 29' GROUND WATER PER TEST HOLE -�-- 19'-O" FREDERICK 12'-0" 19'-10" 35'-2" 24'-01, ROBERT 1'-9" 5'-l0" 6'-3' r -I -_- -- WEBER = I I I I Existing , --- ARCHITECT Foundation cv l i � l ❑ _Li I I 1 1 cn I O Hearth i I B ry ---—---J Exlstin I I D Al Water Servrge _ AS "Extra" outer gorier �'�" --� Water Service C I /� New Water Sevice Al II 1/8" T 360 16"0 ' ZE I E/ To Barn AS -------, I = --T- , I � '�� x. Found. 6 � M�CHANICA1' `14 �¢^ New 2x4 Stud Wall Fan •{ 6 1 ,-; 13'-6 I/2"/./2'-2" 1'-5" 2'-2" 15'-5 1/2" Existing on Ex Conc. BI. Coll I _ I Shelf to ShortenTI I New Foundation Wall Foundation .. // . ------------- P. Cone. Shelf I Span of F.J. (Tgp.) , `../ = I = ch Window 1 ao ` Cn 'v- o r, „ �� � � Patch Wm ow � O Exist i II 14 T 56 � 16 0 1 _ _ Deck ,4bove rr , � „ 3„ I pening �� 1 Openrng� Founda9ion U 'n n n (Undere I i _ iti o 0 N I _ _ _ 711 !1/ _ _ _ _ _ 7==o---------------- (3) " LYL � 6 III III „ u -; (8) 8" Conc. Block Shelf Wall U- To of Ex. Conc. I 4 6 P � � u In ul � � . � � u_ w/ 2x4 Stud Walls Up to F.J. A ove � u: I � f—f BI. Shelf Wall 5'-Il" Profile of �� v j Above Bsmt. Slab ; ; Island_�,bovi' Remove 9'-1" �"III 91-10" III 16'-1" ¢ I l cv °p x ao I 'Sister of .J., s oc I m cv Q, cv 12x4 Stud Wall II 1/8 I-last, It' oc 'Sister t ides w V 1 1 L i J Frame •' u� Ill III c to Basement W -- -------- Wall-� I WF Under iii ^ ul E � 1- 1 I O < Kitchen n III - I ' I x N X „I Floor Level " I II 1/8" TJI 360, 16"oc cx I Wall Above II „ III � I I I w cn „ w cr) j (3) II 1/8' Girder 35 _6 "' n I 19 -6 8 3 -6 = III III O Heavq-Duty 2'- " 8'-1" 8'-10" III III I Joust g-Ha (3) II 1/8" LVL Girder — — — — I ' Joust Hanger �' l I.1�—.H.g—.—.—.—.—.—.—.—.Girder — _ — — -v (3) II 1/8 Girder `-/ I III O III O O i `r 1 III III >� ' r If Existing _ -' -'� _� -'� I I BASEMENT Foundation r-----, r-- -, > III > 111 v - = I I I I iii v iii I I o `r' , o I FRAMING DETAIL -r--- - -----I--- I I ( I 4 P. Conc. Slab Jc I _ - �. -- -------- W!MCF Girder O *- 111 O T III O > _ .-• _ ., I , _ — —.—.—.—. 1-. —. —.—.�. I - III - III J I I Y O �9 O J .1I �C lumn ® I I ul In I i -; m m Panel ncal 3/4 - C-0' I ao W I-i-1 I „ O I � _ _ Cerner of �_ __J III 3 I/2 Steel F III H ► I u_ -, I ' -Living Room - --III _P1 Column on III - I I ao "- (8) 8" Conc. Block Shelf Wall ao "- I Steel Column `v I v g^ co ►II 36"x3G"x16" P. � III c c; w/ 2x4 Stud Walls Up to F.J. A Move cv °x° I on 36"x36"x16" r- III Conc. Ftg. (Tye.) r- III r- 1 `- I 9 _6 �° = Ill 15,_3„ - -- = 9'-10" III - -- 91_o" 4" I - ---- ---------------- - --- I 8' o" P. COrIC. Ftg. „ - r III n u In v O 1 w/ (3) #5 Bars O I I ul I I nl I 1 � x � Both Wags O . I I 111 W 10x45 Girder I I n W 1 x451 Grr I I P P. Conc. Shelf , ^ II 1/8' TJI 360, Voc X ( _, I - —I — — — -}{} — — — — — I— — I— — —X11=::.:.. ..:..:.. :—.f- :: ......:..... =�.— T �l 16"x16'1 Conc. " O 6_ I I I I I 1 Pier 1 nder D Smoke/CO uo L___-_� L-____J = Smoke.LCO__� �__ = O All 4'x4"x3/8" ao Detector `I Detector r---I Steel Columns ' Existing I Column ►n r- = Ex. Found. Wall m ,Q Abc,4 (Tgp.) ' N P. Conc. ° ° Wall of cI „ cn I.I 1 I I Existing A Al I I_4• 4" Basement Slab 16'_1^ I Living Room 91-6^ T-$^ T-1" :0 4 -3 14'-I(" :° Location Based III I I I Foundation A-I On Wihdow/Door r on Above? New 2x4 Stud Wall I I I I 1 - 1 t W 10x30 drrder I I I W 10x30 Gird'Fr W 10x30 Girder I•I 1 I = '0 on Ex. Conc. BI. -I I I I I I F I I I o I Existin - a �. �._{ . —.—.i .—.—.—.—•—• —• I.I 10 1 Shelf to Shorten 1 -+ — — — — — — — — — —I — —1•—•—•— ___ DRAWING TITLE: � I Deck Aove - II i I I � I I I I o Span of F.J. (Tgp.) I I I Rerhove Foundation lWal I I Iii _+ I - II y l -'II I II I I I I B I I I I I I I III I I 11 I 2v " 15'-10" ,r J L___ _J 24'-4„ _ I1 ;11 = ,_S„L �r J = II 14'-2" 6" III ~ I I I FOUNDATION _-- _ 2x6 D.J., IL oc O o 4"x4"x3/8" I u Top of Ex. Conc. M i u_. Steel Column � r--m=-, =11 I I)I cv I BI. Shelf Wall 5'-Il" in u � on 36"x36"x16" � III -I II N (2J II 1 8" LVL I Above Bsmt. Slab > t II 1 o x P. Conc. Ftg. = II ------ -- ----- ' i .1--L/ = E O w/ (3) #5 Bars 611 I A8 I to Both Was r- III I I I �- \ I SII' " • 1 _ g = 611 I I I II *- I 16 12'0 Sonotube It.'1/B:..TJI 360,..1E"oc..........�,.. ....... .............. —. L-- ......................... . _ j III New Starr I- J p = I III Piers w/ Spread I I 21-04 4 4 _ 611 I in - 11 I'I Base Footing :q �- r-- -, I ' r - III (3' Below Grade) I 4'-0" ^ -----I°t'�16"-, Ln I 8' �� `" I W Iy�x30 Grr r i ii i I'I JOB. Y W t24 rder w ou---- alt-----'--� e HOUSE: _ �— > I 1 " °' I Corn r of '- " " . -� I I �__-- 28 L- ADDITION/ RENOVATION III I Existing ' ee Living Room co I I Foundation = it l �I " " 1 O „ a III „ r0° - 4 5 - SiP9-0 -8 4 III 9 -$ 6 POWDER - I o 6 LAUNDRY � III 14- C 1,2q 1050 WEST COPE ROAD 1 1/2„ 1112 ,� +a14 . THM I CUTCHOGUE, NY -0° 5'-0” I ' " I /2' 2'-8' 2'-8' ' ' ' ' I I/Z' f-4' 11/2' 2' e' " Z'- ' I I/2' 11/2/111 8" 4 I D �, = 9'-8' I9'-8" 8" 1 F TOWN OF SOUTHOLD o I - 16"x16" Conc. A p = L - -- t" 4 _o, Pier Under I I v All 4"x4"x3/8" ------- ------ -Fou trton-W- -------t=.--- -- - ............ .... Gi d_er.. - ......................................, it_----------------- _ Steel Columns_ — — — — — __ do a1i —i - -- CL ARCHITECT: L ..... ........ .. .. .. .. .. .. .. _�p-- -------------- — — --- :. -,rr -}— a ... .. ..Ab% e(T ) _____________ __ _ Remove I-, n W s4 yp- I r--- T4) l I/ " LYL (4) 11/2" LVL ---- (4) 1 12` LV --- -r I 1 '-4 1 4' 4 OC6°I O O o I L_____J C4 I o FREDERICK R. WEBER I L L 4 L I I I , Pro o dAreawa i 8 I�., ° p 41 EAST MAPLE ROAD y Smoke/CO �- itar st 'v Detector y y GREENLAWN, NY 11740 (3) II1/8" LVL (Flush) (3) II 1/8LVL (Flus ) (3) II 1/8" LVL ( lush) ovide le u )NOTES: vIL- --- - r _� --- - -- - 1 52 NOYAC PATH r I I I I —.—.—.—.—. -� r —.—.—. — v- v .o WATER MILL NY 11911E - -`-1------+ _Up (4) iser - BASEMENT BEDR OM - ___________ • --------------- - - -. r ----------- O O ---- - I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER I 1 ;� O I I I -2 6 -Tnvert - TEL L31 154-5555 PARALLEL PARTITIONS AND AROUND ALL OPENINGS. I I - - I I I , I EI +20 fweberarchitect9ahoo.com I'-4' 6'-O" 11- I 6'-2" r I 1'- 5'-6" I'- ' i 18'-8" = i I ; g 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. -- -- J - I , ,� New Foundation: 3- ALL WALLS SEPARATING GARAGE FROM HOUSE Steel t Above Columns L——________ ___J i rx3/8 _j � i w ( Conc. Found. Wall SEAL: -\�� TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) B (2) #5 Bars Top E / ..` h- �� 4- ALL STEEL GIRDERS BEARING ON P.CONC_ yp L � ` \ �J / Bottom on x1Cont. FOUNDATION WALL TO HAVE 4"xb"xl/ B.PL. " " D 8 6 -2 8 P. Conc. Footing (UNLESS OTHERWISE NOTED) A8 t; 5- ALL COLUMNS TO HAVE 6"x10"A/2" .PL. o � � �� L t� �� o o SEPT AS. 023' '- 3: ! , -- ,- �;';,.SEPT-II,: 023 (UNLESS OTHERWISE NOTED) \• %n in �: .. 6- STEEL SHALL BE ASTM -36 (EXCE T \` (4) 1 I/2' LVL ,' APRIL 2, 2023 PIPE COL WHICH SHALL CONFORM O •�- O � \ --------- - 1^) MAR 18 2023 ASTM A53 ROUND PIPE) STEEL WORK SHALL '1o. ` ` / 0 CONFORM TO THE: LAT 5T AISC 5 EC. /i?. _ _ ____ ____ O O MAR S. 2023 �. MAR 3. 2023 MAR 2. 2023 [if, 11/2'3'-0' 3'-0' It/ II" FEB 21, 2023 JAN 24, 2023 8' 4" o L REV.: JULY 29, 2022 4'-o" 20'-4" 23'-0" 20' O" 10'-0" DATE: JUNE IL. 2022 SCALE : 1/4" - 1'-0" C Al JOB NO: ru201LOL FOUNDATION FLAN "°�T" DRAWING NO. A2 OF AIO WINDOW SCHEDULE 12'-0" 20'-0" 35'-0" 24'-0" R.O. Area Egress FREDERICK F f Unit Model t>: ROBERT TDAbove OT Above UT Above ® ADH3250 3'-2'x 5'-0" Yes WEBER 1'-9' 6'-10" L'-5" 1'-0 I/ ' 2'-4" 2'-4" -9 I/ 5 /2'2'-4' V-1 1/2" OPEN PORCH © ADH2434 2'-4"x 3'-4" No 6x6 Pressure Treated FO FOir o ❑ © Post, Encase in WO © ADH2640 2'-6'x 4'-0" No 30 Versatex Trim w/ Base, ARCHITECT oFireBo � -- - t Cap. Bolt to Found. ------ Wall, Strap to Hdr. (Typ.) -------- _ -r1IT11 12ai$ed � TSO----'____� � 1 i g D ADH3250 3'-2"x 5'-O" Yes u Hearth = i i I I D Al Q ADH3048 3'-O"x 4'-8" No II 1 iy bove I I I I I I i AS C Q ADH2448 2'-4"x 4'-8" No I 1 I'-6" 3'-8" 5'-1" 2'-L" 41- 2'-6" 3'-6" I I I 1 1 0 Ej I , Al O Q AAN3824 3'-8'x 2'-4' No Q Basting n O Bastin " E p -r u U l i � I I �`' 36 Sink ©� O� � E e Tempered � C Ne W9�P 9 = C Ne Window,gOng. A8 N OAboyO I I 1q"10" I I Ab+' = AS O v- HQ ADH2860 2 -8 x 6 -O No I--� ......... ................... ..... 1.. :::::::::::::: = 11 O Above 1'-5" Above 'i 1 N 1 N 1 I I ' o t l _ Q APW5050 5 -0 x 5'-0* No U --- ----- —Jl---.— T.I —i__� ------- —•� i I N O O o Smoke • __ __ �„ E E Detector _ - --- --- - - -- - ------- -J - K ACW2430 2'-4"x 3'-0" No .. $'-0" Q �" 91-0. �i I 14'rO' : DWI 1 �'-O" 2',0' L" �' Q" 3 12" 2'-2' 1" 3'-0" " 3'-0" 1" 2'-2" 15'-5 I/2" o G 4" 21-10" 4" 2'-10" 4" 2'-0" 4" 14'-8" 4" o Q eqp re ' Q SIDE P RC 2'-4" 1'-10" ao "' L ADH2840 2'-8"x 4'-O" No s — � o = T ®''� 8 ® O O O Existing �, .• ••••�••�••••• v E�r�trng � i in � 36" Rang--Q i !� Ab e \ ` � OI � ' Above `; B (Verify) in f �_ I_ " N = u �I KITCHEN . .....1...... .......I ,.....(Pro(Propane) w , ;� Zv / r+ Tempered a Q ADH3034 3 O x 3 4 No n DECK O T U �, 11 P q O -�-- -1- ---- I --- ----- -- = Exh. Fan © O = ------ ---------- ---- CL. Exrstin 1 ■ r Above 2 g = N ADH2O34 2 0 x 3'-4' No I I I I'a-• _ = I I I ; 1 I -i °O Broom v- I 1 I• � -1 © AOVLD3020 3'-O'x 2'-0' No f-4 I IChrna Ip ___ c41 ————————— —-- --------- - T+---- - ' L---fl No Bast , I I I! -, 7T---- 1 T inet 1 I 1 Ln __ New Window, 1_ fl / N 1 ' I 1 Dog A ea) J i I Q'-0" 6'-0" 2'-8" 2'-0" 4" I'- L- -- v- ® ADH1848 I 8 x 4 -8 No I I I I I Mrcrowa e = �___ ;� = 1 1 I_ N I fl (w/Check 6. Q ACW2638 2 L x 3 -8 Rail Yes 3° P 1 I I 11 = Above Pivoting �, 1 Smoke/CO `� O O O3 O I I 1 1 1 I I >_ ��:' Door - 1 ■ „ Renovated 1,- N 4" 4'_$fl ___ Detector --_-_-----__ v- ------_----- 'O O T� ATF3220 3'-2"x 2'-0" No T 1 I i 11 n 8 -6 I i ;° BATH I -- ----- ------- -i T 1 Above 3o a i i i I 1 (W 11 to Steel) I BUTLE 'S `'' �, _2 = DINING ROOM - 2�qq •� `r `�' l!J ATF2414 2'-4"x 1'-L" No V W I i I I p O �- Buffet 0 REAR HALL �- I2t1 "L� O I I 48" [ Maker I I = Dbl. -;, `r '� �" �+ 28 ATF3014 3'-O"x 1'-6" No W 10 ,4'-0" v '-2" 1'-6" 5'-10" I I -�� 17 _---__ uJ•O, 4'-O" - -- ------ - -(Subaero) �., TV (Elec.) ' ------ -V­-- ---- "� 28 = _ ATF2416 2'-4"x I'-6" No I fl I N 1 O — — I I - ---- .o I 1•I ;�, 3 -8 3 -8 1!1k rhExisting ' T N I 11 Showe � ATF6016 6 0 x 1 L No .• i I i i I �r Shelves � I I ••�r-- � CL• BR 2 =� New Window, T ATF2816 2'-8"x I'-L" No ,— TN , 11_6fl Ig M LII IQI_ N I M ■ ■ I Y 1 " 1 ■ = 4.1 11,—$N 4,_4N ,¢ 11_4tl V 40 —�, 61_QN 4N 21—Qfl 4fl 6 8 0 : 6 -4 1 4 14 -0 N;t-. ' ' China 4 I 66 X 2 lce= ' i 'v" 1 1 ' CL. 2 I LI Nr UNDRY 2 ATF1816 I -8x I-LNo /1 Ll Jr �I, .......I I ................................ jL .......................................................................... --........ .. .......................;......................................... I e Smoke M' ' =� v- I 1 I Detector TT ATF2101L 2'-10"x I'-L" No O I I I 11 11 I 1 I I I I O -----------------I•------- ---------t I 1 IIII `; I ► I I I t I UQ ADH21048 2'-10"x 4'-8" No r� A p I ----------------=------- ---------t I �Ilj ?- Renovated �Trejd Landing I I t"-1' `i' i 201-0" WINDOW SCHEDULE 1'-9" 4'-6" 1'-9" Unit Model It R.O. Area Egress FREDERICK ROBERT I'-8" 2`-10" 3'-3" I'-'f" 2'-10" I'-8" ® ADH3250 V-2"x 5'-0" Yes WEBER Chimney ® ADI-12-434 2'-4"x V-4" No Q n O © ADH2640 2'-6"x 4'-0" No ARCHITECT OD ADH3250 3'-2"x P-0" Yes D Al Q ADH3048 3'-0'x 4'-8" No 1 Iq'-0" i 6" ``� AS 21'-0" 14'-0" 3'-2" 3'-2" Q ADI-12448 2'-4'x 4'-8" No r 11 A-11, . 6 JAN, O I AAN3824 V-8"x 2'-4' No I _ AlA� r 1 E M I i I © E 5'-2" 2'-4" " Z'-4" 5'-2" `../ O ADH2860 2'-8"x C-O" No O — r------------ r ------ --------- -----� APW5050 5'-O"x 5'-0' No I I O I I I L.C. Copper :Window Pan I I O O I ``' O ACW2430 2'-4"x V-0" No .. w 10'r6 /2" 3'-O" 3" 3'-0" 4'-4 1/2" 1'-8 1/ ' 3' 0' 3'-0" 2'-2 I/2" I I I I T l I I I ---- I Q ADH2840 2'-8"x 4'-0" No V I I I I � I ' 0 Pitched Flat Ce ling I 3'x4' DH. 3'x4' DH. I 4"2'-10" 4" New Windows in :Existing Openings I v o �.E, I Pitched O O ? O I I = Q ADH3034 3'-0"x 3'-4' No � 4° `i' New I �+ 2-Sto Wall 1-Story Well O rT, BEDROOM 5 I i� j Q ADH2O34 2'-0'x 3'-4" No w � I I _ --------- I I � I Wall E e 6'-5' 1 Q Gerling 8112'-0" AOVLD3020 3'-O'x 2'-0" No F---I I I 1 ;• � ;. I '•. � I qti I31x61 '® I II I I ADH1848 -8"x4 -8NoTub Existing: *Cn I New New I S ACW2638 2'-6"x 3'-8 (w/CheckYesIROOF IBEDROOM 4 Rail BATH 3 I DRESSING2Ceding 810'1-l" New Raised : Existing Ridge � ATF3220 3'-2'x 2'-O" No , --------------------------------- O , i—I IRidge Smoke : n r*. . . Tragg O in " Ride I . � cv 1 " 1 "OI , I " I " " 1 '. " Ceiling! 11 ._._. 9 —8._._, g Detector ATF2416 2 —4 x 1 -6No 6" 19 -1 :` 6 -4 4 14 -0 v —'� 1 " —'-"'' 3'-8" iV-2" 4" 11' 0" 4^ 6" FA 1 ATF3016 3'-O"x I'-6" No I Smoke :`/ M '. Note: 8' Ce�,ing Detector 8: I I I =•• rn l Over Powder, Rm.-' i c I � 1 _�y; ° and Sh r 1 ' :'' 2 j I 1 ATF2416 2'-4"x I'-6" No _ — -------------- I 2� I _ ATF6016 L'-O"x I'-6" No W C14I ��.•' . ' I I ATF2816 2'-8"x I'-6" No \\`� // RooFrlay W.I.C. _� I verlay Neui J� . , ' of y `ri I I I :r �n I R POWb[=1�. I - II I 1 " 1 " " , ench tr New Windows in Existing Openings - - No n OA O i --------- 8'- I �4r' 6" " I I TF3016 3 0 x 1 6 I A O cn , Smoke/CO ' 2�i 1 e/%• i 1 : I T " Above = Vieukmg i Detector b I I TF1816 I'-8'x 1 6 No ,, ^^ /.:` --- Ridge - i e I l J 0 u J TOW \ �\ -------� ------- -------�"`.:r I 1 --- --- -------- - ------------- E) 1 L.C. Copper :Window Pan i `r TOu ATF21016 2'-10"x I'-6" No cc' O • E-2:-.4" 1 " „ I " " T-4- 11 1 n iy A 6" ,' II'-011 �\ 6 � 6'-3" 15'-10" I 16. 4' 0• III O" 6" 3'-8" 1 21_3" 21_4" " 2'_4" 2 =4 2 -4 1 2 -4 2 -3 ' ® ` ------ L------ - ---- ---- ---- ---- ---- --- -----� O ADH21048 2'-10'x 4'-8" No r� Above ? h% New O Smoke/CO I I UPPER FOYE ` UPPER HALL Detector �6"i " " " 1 " Le "' U 6 N 3' " i V-2" Il' 8"- [ 3'-2" AZAPLU4050 6 O x 5 -0 No F_ 1 ACW40l4L 4 -0x l -4Yes 0o i � 1 P A 1e 1n1 I --- --- ---------- ---------- _ o ...... ............................................. ................... ....LO.. ....... ao B 0 APW4414 41_411x X1_4" No DRAWING TITLE: ® ® O °O I A-i YO APW6014 6'-0"x 1'-4" No '-8 I/2" 3'-2" " 3'-2" 2 8 I/2" 1 1 2' 2'-8" 2'-8" I'-1 I/ ' 6'-:O" I'-114. 2'-8" 2'-8" HOUSE: t U1 T A Ir-o" QT >4 AAN4o20= , Ln "� " • � I ,_ „ Q " 2ND FLOOR 22'-I" O ADH2840 " 4 0 11-80 u 3 -4M 41-ON it 10 0 Z ACW4014R 4 -0 x l -4 Yes F Above Above Glass Height. AAN4024= n Model Numbers Refer to "Andersen" A-Serres, PG50, L = 18 13/I�" 19 13/16" L07 ow-E4 w/Argon Glass, Simulated Divided Light A8 ROOF W io 9 e i c s 3 2 .X * Straight Arm Operator .......................... ....................................................... ......................RO.OF.................................................................................................................................... � I DOOR SCHEDULE JOB: DECK Unit Model 3i HOUSE: Width t Height a��ey ADDITION/ ROOF O Simpson''. Model 3 5Front Doors wl x08 fights (2)I'-2 x 4,-8(D(delghts) RENOVATION Chimney i �� 2 "Simpson". Model 31508. Right 2'-8"x C-8' (Door) 1050 WEST COVE ROAD O O O Inswing, (8) Lite. (1) Panel, SDL (Butler's Pantrg) CUTCHOGUE, NY 0 "Andersen" FWHID60611PARL 6'-0'x CAN (R.O.) TOWN OF SOUTHOLD a� Ridge AS Frenchwood Inswing Patio Door * (Kitchen, 2nd Hall) SCTM9 1000-111-05-0I L...................... . ........!.......................................... . .......................... ........................................................................................... ................................................ "Andersen" FWHID60611APLR 6'-0'x 6'-II" (R.O.) ® Frenchwood Inswing Patio Door (Basement) ARCHITECT: Va/� 5 "Andersen" FWHID30411AL 3'-0"x VAN (R.O.) �b ROOF O Frenchwood Inswing Patio Door (Sun Room) FREDERICK R. WEBER 41 EAST MAPLE ROAD ROOF ROOF © GREENLAWN, NY 11140 Rail 53'-0" p 52 NOYAC PATH C4 0 WATER MILL. NY 119'16 `'' Basement Door 2'-8'x C-8' (Door) ® "Simpson", Model ? (Basement) TEL 631 154-5555 fweberarchitect9gahoo.com SEAL: $ Andersen Door w/ PG Upgrade D A8 s SEPT 18;%1023 -.SEPT . 2023 APRIL 2, 2023 MAR 18. 2023 MAR S. 2023 MAR 3. 2023 MAR 2. 2023 "S" AUG 10, 2022 FEB 21, 2023 (For Bldg Per.) JAN 26, 2023 REV.: JULY 29, 2022 C A-i SQUARE FOOTAGE: NORTH 2ND FLOOR (Existing) 334 SF 2NDFLOOR PLAN 2ND FLOOR (New): 1118 SF 2ND (Total) 1152 SF 1/411 12 10 FREDERICK o ------- -- ---- ---- �\ r ROBERT WEBER 24 �� --- ----- y 00 T ,� 11 A: \\ \ \ \ o 0 ARCHITECT +--- - -- - ---- -- ---------------------- ---------- -�--- - - - - - = ---------------- ----------- ----------- -=-------------�4------------------- i �I - r � � I I I I I I I I I I � I ' \ I I I I I I I I I . �able�2ar1 I P 3 A I :os . ; o ncase in xb -I ---- - - -- ----- -- ---- ro t o o per : I ► 1 n r K K K ---------- 1 - - - ---------- ----'----------------------- 1 F71 { -- --� - ------:------ ------- ---------- - I I I I ------------- — ------------- O — I I Icl I I.. �- I I I I w _j LwJ - ---------------- - ----- - --� - - -- - ------------------ --- � f"�1 \ I I HI _j 7 i i I I li y I I I 1 O © O I , -- �- Ilie V2,1 o o , I ......1 I II: , I U I I III � `.....� I I I I III I I -— --- .!. _ _ _ --�d'6— _ — -- ___— •. v:1sa::x,i:.{. _ ®_ -- — - ---=------------------ - ____ ___ -:4 --------I---- - 1 ----- ----- ------------- ------------- - ------- ---------------- - -__ _- _ ----------------------- rn I.. I s V 1 T'r----I-- — - - -- _ ---- --- -- i I II I II I J I I W I I J I I / � 1 .... M .. • . MI?, EE � I I IJ `� I I I I I I z—� I L__J I I I I I I '4 / I III I I '•••••,, I I I I I I I I I I III I I I I I I I I I , ^ u J I I I I I I I I I i I I I 1 1 1 O I I I I I I I L------------- III- \ I III ----- I IIS------'-'--1-------.11 � L--------- I I I I --- -------- -------- ------- -------- ---------- -I---- -- - �IL - -------- -tl�-- ------- ------ �r_ l L__J I I I _--_--- I I I I 1 I I 1 I L_- , I L_— I I ._J �_J L_JJ L_____J L J 1___ _I_J L_I- __J L I L, rj L, Lj _J L_ , \ I ' I DRAWING TITLE: SOUTH ELEVATION (EAST/WEST) II I /' `\ JOB: — ------- 12 10 00, FREDERICK -- p ROBERT WEBERr 4-4 ' ARCHITECT / . ------------------ L ---------=-------_-- ----------- I T ----------------- -------- ----------- - T ----------- i n I I- -- -- ,- -----------I-I-- --_-- r --I- ` rI I ........... .......!..!.................................... ..!...... . ...........I...I...... ................... ....... I I I I I I I I I - - -- -- -- --- --- I II I II I I I I I I I I I I 1 I I I I I I I I r- 1 2 __-_--- -11I1I � `' -51_1 1II �I1 •IIII fiIIiI - - �/a- =mo-i-' ---------- ................... .�II . ----_--------------------------------- r- ----- ---- jl --- - p OsT c®U=® �T J` - IIIIIiII III�1IIII 11 _= _-=IILIII _ �l I,iil11IIIII'1 IIIIIIIIII III II J V�.�•..L.__ 1VfmM,Y 4-2 te 1J E .A............... . . ........................ ......... .. ......................... . .............:........................ ....... ................ .......... . l............... ...... .. ................ . I IO Ll 4'-B" 2'� -4" 1 [Ell em 11 11 1 I 3I-2" I-0,� ---------------------- -- --------------- ---------_ -- ------ eJ --------- ----� ----------- ------ ------� f r' II L_ LOu✓O ---------J1--==-- ______________ _ __ _________ __ __ __ �O1 -------------- - --- -t�---= ---- t--I tt _ _ _ � _ _ _--- L--j L__J L__J L_ J DRAWING TITLE: '00, ! NORTH ELEVATION HOUSE v4ELEVATIONS JOB: ---------------------- ------------- HOUSE: ADDITION/ to RENOVATION Lj 1050 WEST COVE R;'� O F'.-` A. 0 D CUTCHOGUE. NY TOWN OF SOUTHOLD ----------- -------------- SCTM# 1000-111-05-0 1 -- ----- ----------- 12 ----------- ARCHITECT: 5'-0" 3'3'-2" 3" 3'-2" 3" 3 -2 -2" 1. 2' \ 9 FREDERICK R. WEBER 41 EAST MAPLE ROA "D __________________� GREENLAWN. NY 11140 IF ----------------s -- ,------------------ ------- - 52 NOYAC PATH WATER MILL" NY 1191L ------ ----U EEJ T31 ---- TEL L31 154-5555 fweberarchltect gahoo.com :EALC, � O O -3 I .p\ Eli 1'-0 121' 2'-10" /iGq — —— — — ——— - -_ - -- - - _ — _ — _- -- -- -- - - - - ;------------------��----------------------4--- --------- -- - -----FI SEPT 1, 2023 APRIL 25. 2023 Ig_I_L JII III APRIL 2. 2023 MAR 15. 2023 MAR 2. 2023 � JAN 26. 2023 REV.: JULY 29. 2022 DATE: JUNE IL, 2022 SCALE : ------- Or �7 L: j -1=====___=====r— - 7---------------------P,�----------------------------------- 1 . rr------ -=--------- I — ———————�————————— - JOB NO: 4011404LL__ L__ LJ J __J DRAWING NO. WEST ELEVATION OF AIO 12 = MBR-2nd 10 ;`' ::.. Ridge Strap All = 2x10 R.R, oc� _ Ridges to :;_.. Align Rafter � I 9 Rafters I......... . I FREDERICK ...........Top.of..Tower..Wall .�...... . "::.-.; .:. ........... .... /_ a V .:. ........:.... ......._.. ........... ............. ............................ .............. ............. .............. .............. ......_...... .........._. .....: + ... .. :.:: :::.�:::.�::: ::::: ::::..:....�......�..':......�..�...:_:::.�:::::..:::.�:::::.�:: .�:::::::::::: ::::.�::::.�:. ...... ..... .......... ............. .............. .............. ............. .............. .............. .............. ...._........ .............. ..._....._. ..... El 5 10 I/ :••.. ............. .............. .....x........ ..._......... .............. .............. .............. ............. .............. .............. ............. ........ 2 4 0 ...... .......... .............. .............. ...._........ ........_.... ......_..... .............. ......._..... ..........._. .._....._... ......_...... ._. _. . ... _.._.... ...._....._. ._....._.... ... - .. ..._....._.. ......._..... ...._........ .............. .............. ............. Ove ay I Ov lay... ..._...... •:::;>::::::=`'. : ...:....... Ov lay Roo I I Roo ::>:';y:'' = Roo WEBER .. 80 ..; - _ t i iti = i -2x10 R R., 16"oc = To of 2nd Wall E 1 ARCHITECT Rdr-(flush)"r EI +20'-2 3/ /' (3) 9 1/2" LYL ...... ,. M --o -------�-----=- opo nWall - p EI +20'-2 3/4" I I `i' I I I I 9'-3" _ TOWER Rail 36" i---------------- ---------------- I ® / • r I ■ IuI cV I a ■ i " I I ■ Lal I I 11 I l -6 19=0 (MBR) �- 14 =0 13'-10" i I I i I WF Beam 14x38 I ► New 9 1/2" TJI 250, 12" oc /( lC) (Dressing) (Roof) I I I I I (14 I/8' x 6 3/4') 1 1 I I I I I .#_>1::=_> _ Up (6) Riser UPPER HALL C0 I ao To of n S Vi :::::;Existing R. w! - _ EI IIS I 4" I I 12 I ..... :::::.. 1 ;......... � I i :;;sss;.:' ... Existing PS�-___ -:-::: I I I .................... .... •:�?::::.= 9 � - ,...�:. = _'� in - _ �4 1/21 t K K K I I I I 1/3 Point ::::;........ ss: ........:;.. I I a fill I c ! _ t i I I I ...:::::.::::::... Lrb ■ To of lit Wall (e I:I = I I = 1 I I I I o w (3) II l/8 LVL i EI +10'-I" I:I I I (3) 14" LV � �• t (3) 9 I/2" LVL WF Beam 8x21 a r I a ■ I:I ■ ■I Header -tr Header --_-_____________==�L==== I N (8 I/4' x 5 1/4") I I 8 -6 L -4 4 14 -D I <_ =--------- ------------fin w Permie er Beam, (4) I I I t _(Wet Bar) (Butler's) (Dining)_ 11'_0" ■ . 6a -_--__ o Sides f Living Ria. I I I t F ---- ------, I-- __--- _ -rl� /----- -- - 1 ." I I rT-i- �,.r� —T i r----- -- --- ................ . I I I r-_T_ r�T-1 I 1111 I I IT TPI I I I r--F "r -r-11 I i t FOYER i ' I I I I I V1 i/ �.1. I ` I I I I I I IIL-i_L SII ILL 1_i- 11 I I I / \ I v- © I to I I ao I I I I I I I I I:U I =4 r- r� 1 1 iO I W �.I I � S 1 � \ I I w- I I Cr I --- , , - r l 1 I I/ \i r I O LIVING 00 I I I I I I I I l I Wrndows/1Igors to I=�I l HAL i I I I I � ® I I r O Sun Por fill 1.1111 —r—i r--r ty 1 � t 1 4'—Ow 6a I I l8/ a b l/_6■ n i l i\ I a('� " I /I I I r l Ill �1(I� rjln ial l l n i ��\ I It d I /�I I r I I Opng. t0 Itchen I I I I \F I I I � 1 1 -_--_-------- `~ New 11 1/8" TJI 136 n , 16' oc �- I i �\\ I I /Al I I I I:' I l l I \ I I //I I I 5/4x4 Ipe I D 5tin `'' FRemove 2x6 F1J.� 16 I _1_\1 I L�1_J I I Top of 1st Subflodr I _L�l t,_1 _J - ' I I �" I I I / Datum 0 0 I,I 1 \ I I I I Decking I v ...... 6' F.G. Batt Insul. (For Sound) I I I I I " O" 9'-6" l'-8" l'-l" '- New 2x4 Stud t 1 I i l Wall On Existingr �'� t Steel Columns on I r � I I I I � � P. Conc. Footings �+ ^ 8" P. Conc. Shelf , I I I I it 2 Closed I I Cell Spragg Foam i _J CD \� Wall (Shorten Spans) oo I I 1 I - Insulation (RI3), I I , ^ I I I �J Existing 8" Conc. Bl. Foundation Wall w/ ASEMENT I I 1 I I I o ShelfII I r-ii------------- ------------- -------------- --- --- ------- -----------------4- t- --- Exrsting I r I i i i------------- ------------- -------------- --- --- --------- ----------------rP. Conc. Slab I I r I I I t I I it I I I I I I I I I I L_J • 1. `L _J— —J L—.--——J L—____J L_—_—_J L___—_J DRAWING TITLE: SECT101� KA" HOUSE I/4" I/—o° SECTIONS 12 Strap Ridge 10 (t) (2) 11 �/8" LVL Ridge d Of .._.. of Overhang ower = JOB: 2nd Floor •• Deck :;' HOUSE: Ridges 12 :; <: I �Q = _ ADDITION/ to Align 1�`®�♦ = ., y � I Exi g 5 I/2 1 - \ RENOVATION KZ "I :'`_\ Existing ��� '%'% " i \� \\ 1050 WEST COVE ROAD II \ i cur o \ I \ CH G 2x10 RR .....:... :......::::..::::_::.:. :::::::::..:::. ::::::: :::_:::::_:::. ':::::::::::. ::.::::::.:::. :::::::_::::. ::::......:......::.....::• ..-;:_ \ � � , i �\ ;;;;= I I I \ i I o o 00 �' New: �� :i .............. .............. .. 2x10: RR �`� �� _ : 1 I I `� L , I TOWN OF U H LD Nk 12 i I I I SCTM# 1000-111-05-01 12 f� �' Remove > �i�\ = F� iI \ q it a : I I I Landing Rail I \ I f Rafters Both - ` `� I it n o �i \�\ ' °o\ III ARCHITECT: �rr4 I'Re-Frame I f i � �� v- � � i 10 lt) OF Re i h II > �� Roof I u FREDERICK R. WEBER w` RR to Common I I /12 Deck BeInc I \ I 1 u g Ste s Be and oL ii �l0 41 EAST MAPLE ROAD Ridge 4tr .i I 4 " Exr tin ' New L.C. Copper sss. - - - - __ <= Q = ___ -_` _______= 1 �I� - °� GREENLAWN, NY 11140 g Ln ` 1/12 Pitch Roof : .......... 52 NOYAC PATH BR �{ Under Windows Walls (Typical): WATER MILL, NY 1191E Existing F.J. :..;:':.. Red Cedar Shingles -- -- ,,.;.;;..:. Trn Cerlrn : � � -Fascia Bd_ ' ��' � _ � I to --- ------------------- --------�- Height t Location 304 Felt - -- -- - -- _ ------ o : ------------ ��of Fascia Bd. To 5/8" Plywood Sheathing '�=i I - - -- -�t- I ----------------- 1 -- - ----- - I - __.,�=; 1� ___�-=a-1--- --r---- N =� - 1-� � TEL L31 154-5555 1 fweberarchitect gahoo.com 1 1 I , 1 f i 111 I I I r- Remain 2x6 Studs, 16" or- 2' c 2" Closed 1 I I i ; Front D: I III Ili 9 I Existing Bedroom Existing 2x4 1 = I I 1 , , ,, , y I Ill a Dirnn I SEAL: lU Cell Spray Foam , I , , I I I ,— i Stud alts gg " " I I Room Ba I -- s Insulation (RI3), 4 14'-10" I ao 2'-0 y I Wing in Foreground 3 1/2' F.G. I - BEDRO I W.I.C. I ; ; I Window III -` FOYER : �or _Existin Batt 1 I I Insulation Batts (R13) I ao I I I s ,; : l l q l l I - Ill , °�• , Existing 'r Existing " I I I 8 -6" i : I l i i III 22'"0" III r 1 ll i a, g 5/8 Gypsum Bd. a a e 16/_4" I I 5'-0" 4" I s New 2 Closed) I� I I Cell Insulation Sill (Typrcall: 9 a I I 1 ; I I 11 I I I s "Box" SIII Shingle Flare I Existing Flooring t F.J. to Remain (2) 2x6 Sill Base of Sidrng� I I I n tt •tec" (Pressure Treated), Pre-ExistingGarage Slab/ Unexc ated Copper Termite --- ------ Shield u/ Sill Seal t SEPT II, 2023 5/8" x IV Anchor I I t J .I 1 I --- --------------t---- ----- -- ------7 I Bolts, 32" oc, w/ 1/2" b' F.G. Batt I I t a a ■ r 1 " I I I 1 1 APRIL 25, 2023 ExistingSquare 2"x2" Washer LV Hdr. Insul. (For Sound) I 1E— Location f Bath I Projection 6 3 -8 4 J 4 -6 6 I l I I I APRIL L. 2023 Foundation I I I r 1 I ■I I x I 8" I I APRIL 2. 2023 Foundation (Typical): 91-Off I I 14 -10 1 MAR 15, 2023 JAN 26. 2023 EXISTING BEDROOMS s" P. Conc. Found. Wall = w/ (2) 45 Bars, Top ( Bot, � 10'-6" I 1 12';0^ I I I 1--J � �_j REV.: JULY 29, 2022 #4 Bars 32"oc Between I I i i DATE: JUNE IL, 2022 SECTION S Footing I Found. Wall 2" Closed I I I 18"x10" P. Conc. FootingCel Spray Foam I I t ---------------------- ----- SCALE 1/4" - 1'-0" ( r---------- In lation R13), I I ---------- ----------------------- ----� JOB E un201LOL I/4" = 1'-O" w/ 2" Keyway and i I I I L �, (3) #5 Bars (Cont.) ,I, L-� I I I �_J I I I I L_____- L___ J L_____- L___--J DRAWING NO. SECTION cc OF AIO i 12 10 / >01 , Ridges to ' �?� Align -------7Z---=--�— _ FREDERICK .......................ToP.of..Tower..Walt....... . 1 _ `� - � L---- ---� EI +25'-10 1/4" o10, ROBERT y - I N I I / \ WEBER 8 -0yyy ��� W---- y 1 If r1=V .119 1011 Top of 2nd Wall"Il' �/ •r EI +20'-2 3/ - -- - -- --- --- --- - - - - - - --I-I------------ ---------- --------- ------------- t'r------------------- I—I 91_3^ I I 1) " NI I I I I I I I I I r FIM11 " Strap MBR) II (2) 9 1/2 Ridge New 9 1/2" TJI 23 , 12" LVL RidgeWF Beam 1938 Wind / oo vr ` 114 I/8' xo Il 12I I I I I I 1 1 :_:.. _ 001 : 1=1? I I \\ — — r I :� i s l i l i _'� it i i �� �' I i 9 1 1 2x8 R.R>. l6"oc I i 2x10 R.R. I6"o i F�- __T=�1 i i i .. i I I I I _ I I I DEC v I H t. Of BR3 - - IIII I I I cq .� I I I I g f l I 1- a Existing R.TC. I I I I �`=d P I l i I I R.R. 9 Front 2xl I� I I I�- 1 _J l _L nI I I I ::::°ss;:. :::::.-:.. Existin (ries----- -.;>::;;::.. - -- 1 I u -------------------- =:ss_....;- ` 9 is------ _______ _ _—_1 -TTI� ---_-N-- ==�J= - --- - Gable Wall(t) I on Roof Ili i/ v ......:.-.::::• 1/3 Points .:;::::::.. ------_ I �K ti I I u I I 1 - _ 2x10 C.J:, 16 oc I - 3 - K K _ IIII I I I i ,9 N ----- ve(3) 11 1/8" LVL ------- V4 I II WF Beam 8x21 I Tray t Underside t0 Align ----- = --II L (8 I/4 x ujl F Under Steel --------------- Perime er Beam, (4) ----- i-=--=-C-6- II III I I 6" 31_6• - ��'----� ". Sides f Living Rm. 1 1 I Wall t �t Deten ----- -----; I I +I ..................... ............. ao I I 60 �� SUN R H Llu'ING 00 1 Windows ors I: I I to Hall I °D 101 N T-2" ID O b - -- ---- ---- --? I 1 1 On . to Itchen New II 1/8" TA 136 , 16" oc P g E sting Remove 2x6 FJJ.t IV c I ` Top of lst Subflodr:l I I --1 I h 1. I W D ck 1 1 r" I Datum 0'-O" I:I I I --� 1 1 r�"F-fit i V1 �J V F.G. Batt 4= L.......... --------- Insul. (For Sound) '121-011 New 2x4 Stud � I I I Steel Columns on Wall On Existing I I 1 I I I P. Conc. Footin s 8" P. Conc. Shelf �, 1 1 1 1 I I g 101-002"I '��9d r �I o Wall (Shorten Spans) a, 20 ON Insulation RI3), Existing 8" Conc. Bl. I I I I I ILO Foundation Wall w/ LE,ASEMENT Shelf1tI r - ------------- ------------- -------------- ------------------ --------------4- 1 1_ 0 Existing 1 F I i--�-I------------- ----------- -------------- ------------------ --------------fi i--�-I-- r� P. Conc. Slab I I I I I I III I I I I I I I I I L_J __J • L • LL—__J__J L————_J L—__—_J L_____J L_____- I Tapersawn (Pressure Strap Ridge Trea� Roofed)Shingles, 5/bRed ar Butt ' \`� SECTION DLII�,d9e 'Vent du Under DRAWING TITLE: SyKap Ridge Roof Shingles Underla ment, "GAF HOUSE 11 (2) 11 1/8" � -O Deck Armor' or Equal SECTIONS LVL Ride . 12 5/8" Plgwd. _ > - - - - - - - oof eat r .....:.�:::: :.-.:::::•. :; ss> R Sh h n ` ..:. ...: :.....::: ::.:: :. :r . ATTIC : 10 lt) ::;s- ` ::=' 2x10 R.R.,616"oc New Closed .\ z� I 1x8 PVC Rake Bd. Cell Spray Foam (R38) 12 I I :s> 1x6 PVC TtG Soffit �.....,. ;::,, ATTIC �� �� 1x6 PVC Frieze Bd. 2x10 :C.T., I6°oc P 9 :t- '. 10 (t) of I \` `` ,` '` `' I_ON :;ss_ _ Ice t Water Shield ::_: = owe - p (2' Perimeter) :::.. Hurricane Straps on --- - All Roof Rafters -----------------------r _______-__-__--_-_ _ E• 1x6 PVC Fascia Bd. ADDITION/ 1x6 PVC TtG Soffit RENOVATION 5/4 x 4 I \ I I 1x6 PVC Frieze Bd. 1050 WEST COVE ROAD Decking I Bearing Wall wy 1 I i I/2 Round cUTCHOGUE, NY o Sleepers t I N I � Alum. Gutter P HALL I I/2 de her `�\ i I MASTER BVDROOM _� ll) Side for Shear_ I I ru TOWN Of 1000-111-05-01 DECK RAIL I I DRESSING I �` �� I I Walls (Typical): Horiz. Cable Rail, 4N oc Membrane Roof � � �� �� I •I 19' 0" w/ 5/4 x L Ipe Cap, 3/9" f Sheathing �� `� �� I I I Red Cedar ARCHITECT: � Shingles 4x4 Pressure Treated �i DEC "Rippe " Blocking for `� i I 301t Felt " " " 12 Post, Fasten to D.J. in Pitch rp. to D.J. I N 11 1/8 TJI 560, 12 OI I6 oc :r FREDERICK R. WEBER 1 �, 5/8 Plywood Sheathrn9 3/4" "Advantex" Subfloor Each Side to Brace, (3 I/ " in 20'-6") � :.. ____________________i 41 EASTMAPLEROAD 6 •r t 41 2x6 Studs, IL oc GREENL N, NY 11140 L.C. Copper "Boot". _ - tl 2x8 R.R.. 16'oc 2 Closed I Encase Post in . .: : : ., ... .-. . ...---...::: .:_;-;:.:: =:.-::. - T-II IxL case text T9P .......... .::::.:... .._:::::_::. ........:_::. ::_.._._... ..- -....._... .._....._.. o I o el Spray 52 NOYAC PATH ...... ._... Cell Foam Insulation (RI3). = WATER MILL. NY 119�L 2x8 D.J., 16' oc T=-------- --------------------A-----`< 4 _ 3 1/2" F.G. O ----------- - Batts (RI3) 2xL C.J. 1 (Flush Frame w/ WF Girders) rr�� ----------- ------- (3> 9 /2 LVL TEL L31 154-5555 (2) WF Girders on I it 3 -1 i I 5/8' G sum Bd. I6" oc i i N fweberarchitecto ahoo.com 14"x4' Steel Columns I I I Gypsum Porth irder y I KITCHEN I I � ii I L � . SIDE PO H SEAL: 4" 14'-10" I"I 2'-0 SUN ROOM 1 = I I III Sill (Typical): 6" 19, :ON 6N 4'-0" r .1 I N 1 L I ROOM i II I ! 12 -0" I II 120'-L (2) 2xL SIII P (Pressure Treated), ! f2t (3) II 1/8 j i I I 11 Copper Termite 1� i I I III Shield w/ SIII Seal t Metal Flasfirn I 1 � LVL Hdr. I I New 2' Closed New 11 1/8" TA 560, 16" oc Between Sln I I III Shingle Flare ® 5/8 x IL Anchor Cell Insulation Existing 2x6 F.J., 16" oc and Framing (Flush) I I M 1 I I I Bolts, 32 oc, w/ Bluest eon -------------- I Base of Siding Square 2'x2" Washer a 'Box' Sill Existing Plywd. Subfloor. �" a P. C . Slab —_— --- ,._...i Stone Veneer ..........................................::: ___-__ ______ _______________ in Portland Cement on Porches 1,�, I I = i i Foundation (Typical): o Ewstin Deck F. SEPT 11, 2023 Above Grade 1 8" P. Conc. Found. Wall . - APRIL 25, 2023 H) 1 I/2" N I 1 P 8" :2'-0" 15'-6" 2':8" 4" 3'-3" 8" APRIL 21, 2023 Remove Deck, ii I I 2 losed i w/ (2) t#5 Bars, To t Bot. LVL Hdr. I I I I I New x u APRIL L, 2023 Framing t Posts 1:1 I Wall On Existing I New P. Conc. I I I Cell Sprag Foam I I N Conc. BI. O I Insulation (RI3), I �4 Bars I6 oc Between II g Shelf for APRIL 2. 2023 r--I-—— I Retaining Wall I I I 8 P. Conc. Shelf i+l I I r ' Footing t Found. Wall Wall (Shorten Spans) Porch Slab MAR 15, 2023 W/ Stone Cap I I New I I --------------_i i BASEMENT o I p o __ I I `_ REV.: JULY 2% 2022 I I P. Conc. _ " u t Facing I I _F� tt)a!C-- 15'-1" r' I 6'-3" 16'-10" i 8" 2'-O" I 1 IS xl0 P. Conc. Footing Grade ___---- i I I I w/ 2 Keyway and BASEMENT --- --- 3'-10' 118" 15'-4" ► ► ° I I 1 (3) a5 Bars (Cont.) DATE: JUNE IL, 2022 4 P. Conc. Slab I I I Bluestone ------------- - ---- -- I I A reawa t �, ------__—_ -- Wl1�F (�einf. - ------ - --- _� i � � Existing SCALE C14 ;r _____________� JOB NO: w201LOL 4" P. Conc. Slab ----------- I II 1 I J DRAWING NO. cn SECTION DD SEC TION (E`E I/4" = I'-011 1/411 = 11-011 A8 OF AIO SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x L TIE 9 EACH RAFTER FREDERICK Joint Description Nail Sizes Nail Spacing ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING CD HURRICANE CLIP Rafter to Top Plate(Toe-nailed) 3- 8d per rafter TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2- 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING > Top Plate to Top Plate(Face-nailed) 2 - 16d ' per foot v Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud (Face-nailed) 2 - 16d 24" o.c. PROVIDE 8d COMMON 9 CLIP NAILED. FROM METAL STRAP Header to Header(Face-nailed) 16d 16" o.c. along edges AALL LL JACK POSTS g RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud 5 8d NAILS EACH END SHEATHING. 2 - 16d per 2x6 stud ^ ` SHEATHING TO LAP TOPH V 2 - 16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TOBottom Plate to Floor Joist,Band joist,End joist or Blocking (Face-nailed) 2- 16d 1 '2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS TYPICAL FLOOR FRAMING MST ETAL 9 JA3CKMPOST STRAP - Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist F"---I MST21 9 STUDS = Bridging to Joist (Toe-nailed) 2 - 8d each end w/ 4 - Sd NAILS 948" O.C. - Blocking to Joist (Toe-nailed) 2- 8d each end W EACH END - TYPJ . SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist > 1"�I METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3- 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist(End-nailed) 3- 16d per joist O Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d ' per foot T 1 DOUBLE TOP PLYWOOD SHEATHING ROOF SHEATHING v �j PLATE TO OVER LAP BOX _ HEADER 2 x L 916" O.C. BEAM - TOP + BOTTOM_ Structural Panels 8d 4" o.c, perimeter zone SIMPSON MTSA 18-Z W/ other 6" o.c. edges of T/1 STUDS (L) 8d NAILS TOP # panel , 12" o.c. interior V L BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel W 1" x 6" or 1" x 8" 2- 8d per support '" X ,°" or wider 3- 8d per support SECTION ELEVATION CEILING SHEATHING o � Gypsum Wallboard 5d 7" edge/10" field 1 ^ SIMPSON MTSA 18-Z W/ �l J �(L) 8d NAILS TOP t = WALL SHEATHING o BOTTOM 9 32" O-C. Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ _ SIMPSON LTP4-Z W/ Fiberboard Panels (L) 8d NAILS TOP t - (L) 8d NAILS TOP # 7 /16" 6d 3" edge /6" field BOTTOM 9 32" O.C. FLOOR JOIST = - BOTTOM 9 32" O.C. 25 /32- 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE __-__ s " __ _ __=_ - TOP OF FOUNDATION 8d AIL O. . N C - S 4 - >= =- ''=`'_ =� --- -= Wallboard 7 DRAWING TITLE '`'•`=�=�" Gypsum Wal 5d edge /10 field :..- . .. (SHEATHING TO LAP SILL PLATE) .....; ..,.... ,...-.,..-::�,:>-.-'•.:,. . ,•�:..:>.... # Hardboard 5 EBA •;' H dboa d 2 R R 8dsee table 3.9 (2) `�:= .i•` Particleboard Panels 8d (see table 3.9) CODE DETAILS x L SILL PLATES COPPER TERMITE SHIELD - - A Q TREATED. - - Diagonalonal Board Sheathing n 9 W/ SILL SEAL )(T P Y . , " " " " 1 X Or — 6 1 x8 2 8d - per support PP - - 1 x 10 or wider 3 Sd support FOUNDATION DWG. FOR DESIGN/REINFORCING �.:• - �'• FLOOR SHEATHING 5/8' x IL" A.B. 932" OC. Structural Panels w/ 2"x2"x3AV WASHER. 1" or less 8d 6" edge /12" field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field STAINLESS STEEL) HOLD DOWN -�- SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOB: ISOLATE WASHER FROM 1" x 6" or 1" x 8" 2 - 8d per support HOUSE: SILL PL W/ FELT STRIP 1" x 10" or wider 3 - 8d per support � ADDITION/ -----, 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed RENOVATION 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates, shall be used to maintain the load path. 1050 WEST COVE ROAD 2When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to CUTCHOGUE. NY be reduced to 1 - 16d nail per foot. TOWN OF 50UTHOLD ___-_ J L_____ L_____ L====J ----------- ---------- --------------------- SCTM# 1000-111-05-01 I I F I 11 I I I I II 1 ARCHITECT: -J 1 _- ._______� L____�, , I r L :L FREDERICK R. WEBER '41 EAST MAPLE ROAD GREENLAWN. NY 11140 I I 11 DESIGN CRITERIA: 52 NOYAC PATH -_-_-__--_ _-__ E ? WATER MILL, NY 11411t, ..W " LOAD TEL L 4-5555 ---- --------------�,.1___-_ -----�1.......... .............. - --�I - WEATHERING - SEV E .............. .. ......................_._. GROUND SNOW 45 PSF ER 3 '15 ______________ -___-__________ __-_ ___ .�',._____ _-____,'},. II 1 ; fweberarchitect9 ahoo.coin :" I I/4" x 20 GA. GALV. STRAP 1 I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 30 9 " w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS 30 PSF. L.L.EACH END OIL' O.C. EACH END OIL' O.C. DECAY - SLIGHT SEAL: __- WIND SPEED - 130 MPH L 1 1/4" x 20 GA. GALV. STRAP ] : -1 w/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B `G R' ICE SHIELD UNDERLAYMENT REQUIRED - YES ---------------- -- - r y' +'------- FDN. 91L" O.C. w/ 5-8d COMMON NAILS IN � ; • ;� ,�;�! I ; ; I ;I' � ; EACH END 916" O.C. ---------------------- 24 ----------------- -- I .. . r- === DESIGN CRITERIA: c-c r rL r-(r I I -11 . • i DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME , , I I I I I I I 1 1 ,1 • • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE: - ENGINEERED DESIGN METHOD. I 1 I I I I I I I I 1 I 1 1 -- ------- 'y 2'-0" MAX. REV.: JUNE IL 2022 WINDOWS - GLAZED OPENING I I . T-06 MAX. DATE: SEPT 1. 2018 :;:rt 2 3d COMMON °FFA NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE PLA E DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE I/4 1 -O E ------------------ E 19% AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: 40160L I .�;�K�r, 3:��•. RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS `` `'^ OF l/IL" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING 3„= PROTECTION. ATTACHMENTS SHALL BE 2 1/2” #8 WOOD SCREWS, IL" OC DRAWING NO. FOR SPANS UP TO V AND 12" OC FOR SPANS BETWEEN C AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. A10 COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF AIO ELECTRICAL SYMBOLS FREDERICK t L U M E3I N G NOTES, SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 4)W.P. DUPLEX WATERPROOF 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. Hose 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4)GFI DUP.REC.-GROUND FAULT Bib 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ARCHITECT ___ 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. ® DUP.REC.-FLOOR ----�I 6- ALL SINKS ARE TO BE UNDERMOUNT . -------- _ TT__7 ___ ___ °� DUP.REC.-(()SWITCH OPER. T- GF1— , GFI I- PLUMBER TO PROVIDE T CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/IRRIGATION CONTRACTOR. rmh I 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, POOL HEATER, RANGE, GRILL, AND GENERATOR. `Y SPECIAL OUTLET I I I I O SURFACE MTD.-CLG. II Sin I I I I I I Q ! I II I 1 � I I I I ! 36k I I OP SURFACE MTD.-CLG. (Porcelain) 1 I I I I II GFI 1 1 - RECESSED-CLG. - - ::::::::::: : ::.::::::::::: ::::::::I:l:::::::::::::: :a:: ::::::::::::::l:l :::::::::::.�:::::::::: .....r.-.-. r== ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 4D DUPLEX RECEPTACLE WEBER QpW.P. DUP.REC.-WATERPROOF 0 E] OGF1 DUP.REC.-GROUND FAULT [ ] DUP.REC_-FLOOR ARCHITECT Fill, DUP.REC,-(I)SWITCH OPER. El SPECIAL OUTLET 0 SURFACE MTD.-CLG. I � OP SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. II r------------ir---------------------------------� I I I t I 1-0 WALL MOUNTED I I I I II I DUP. FLOOD [�] 04 RECESSED CLG.- DIRECTIONAL t i CLOSET LIGHT ^ V SFr , ,,,,,,,,, SHOWER LIGHT (Wet Location) i I 2-Sto Wall I-Story Wall To IstEJ I I I Floor El I UNDERCAB. FIXTURE O W I I t I i I II ® ® DOORBELL/CHIME F^—i I i :`�� �•� ---------� ' \\ Q EXHAUST FAN H 1 ( IIII tIIII IIIII i :•,•'�i:�:'= I I� ttI •''•.\\\•••'{III '. \\'•. : IIII tII IIII � ......... ...... ............... ............... �❑ v�W U) PADDLE PADDLE FANSurface ATTIC FAN—._._.—.—. _.—.— TV SSDI i I I i ..........�............. l i I ('.,., `DO 0 i' T2A D SPEAKER W 3 —_�_ 3 \ t // •.' I I TELEPHONE - ------- — -------- - I I �\ J CABLE OUTLET TV Surface THERMOSTAT ,�,'�'' , �` \�`�`� i �`�� � W-P• ' \ t-•.'' IIIIIII IIIItII 3 IIII IIItIII FAN/LIG HTChandeller' SDO '--- ------- L!'^ O so Oco CARBON MONOXIDE DETECTOR ------------t -------------------------- ------- SWITCH E) SWITCH 3-WAY5D/CO 44 SWITCH 4-WAY 18 ,11,co SWITCH W/ DIMMERo - ----- ------- ------------- .........11 ..... ..................... .......................... .. 4W SWITCH WATERPROOF DRAWING TITLE C.P. 15 Chandelier I JS JAMB SWITCH N To Ist ELECTRICAL • Floor i3 i KEY PAD 2ND FLOOR 12 I EX EXISTING I 11 I 10 9 8 14 5 is 2 1 t I I To Ist I Floor I JOB: -------- HOUSE: ADDITION/ , , RENOVATION ' 1050 WEST COVE ROAD CUTCHOGUE. NY TOWN OF SOUTHOLD SCTM# 1000-111-05-01 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 52 NOYAC PATH WATER MILL, NY 11414 TEL 431 .154-5555 fWeberarchltectegahoo.com SEAL: SEPT 18,r 2023 SEPT U. 2023 APRIL 2. 2023 MAR 18, 2023 MAR 5, 2023 MAR 3. 2023 MAR 2. 2023 FEB 21. 2023 JAN 24, 2023 REV.: JULY 29, 2022 DATE: JUNE 1L, 2022 SCALE : 1/4" - I'-O" JOB NO: w2014OL ELECTRICAL TH DRAWING NO. 2ND FLOOR PLAN E2 OF E3 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT r__ DUPLEX RECEPTACLE WEBER W.P. DUP.REC.—WATERPROOF OGFI DUP.REC.-GROUND FAULT II II I I [ ] DUP.REC.-FLOOR ARCHITECT — rit I � ,_, I ---------------------- ---- I Qf DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET I � I I I (p ater I I j Heater Baler I O SURFACE MTD.—CLG. j Op SURFACE MTD.—CLG. (Porcelain) RECESSED—CLG. t-O WALL MOUNTED I Fan i _ I C9 DUP_ FLOOD Cal I I 04 RECESSED CLG.— DIRECTIONAL -------------- CLOSET LIGHT _ — SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE O w DOORBELL/CHIME H EXHAUST FAN I III III III I r ..� T/1 I I III I . , 1 PADDLE FAN W l!1 I nl III I W I iii iii � III I I n1 nl I ' I I O I � ( III III III j I I I T — — — ❑ ATTIC FAN I nl n1 I I III III I I I I I SPEAKER -_________-_ I __ I I I iii Surface iii Surface 1 - — --- r ------ --�---1 nl III III j A TELEPHONE I •-$. —•—•—•—•—•—•+-•�—•+-•—•---• •—•I—'-E9 I III III I ' I III III i i i j O CABLE OUTLET W I III III I I I III I • II III � • II III III ------------------------------------ T Ah O r-----, III r-----, �-oma I � THERMOSTAT I I III I I III I I ° I III rr I FAN/LIGHT : •_t-------------- --------- : — LOOSD SMOKE DETECTOR j I L_____J Oco CARBON MONOXIDE DETECTOR O I I I SWITCH I E) i i I i i $ 3 SWITCH 3—WAY i SD/CO III I I I I r-- , r-----, r-----, r-----, r ----, III 1 I I 44 SWITCH 4—WAY I I T I I I I I I , I,1 I I I I I � 3 I I I I , I I III I I I o SWITCH W/ DIMMER —•---•— — I— —•I—•----- —,.— .�,.—.—.—.—.-I-. �._; . ._} .—.—.—.—. ��.—.—.—.—. —.—. I.I I I I $ m SWITCH WATERPROOF DRAWING TITLE: I I I I I I I -+ -I-- I I , I I o•► , III I I I aM nl I I I I I I I I I -eat III _T _L__I _ ii Q`^ i i i i i i JS JAMB SWITCH J L------ L I - III -- --- 11 ii 1 1.1 1 1 1 ELECTRICAL r KEY PAD TV�o I BB-111III ___ __ it II I III I I I EX EXISTING BASEMENT To lst r--tt---, II I III I I I II, -Ft5 _I__11 I II Sur ace I II.I I I 1 t V 0 I I Idl I II ° I r-- —, r — —, 9 I I I I nl I , SD CO I III JOB. I -------- I III I I3 3 -- I -----------1 ------ ---•—•-+•. '-� — — — — I HOUSE: 41 I L it _',J I L--- - I L III G ; ADDITION/ sl�,k IIS , RENOVATION ----Jt , Sur* Q urface I 1050 WEST COVE ROAD I I I I I III — III I CUTCHOGUE, NY ,L, TOWN OF SOUTHOLD � L-------------� � i iii • -� � �I ••' D w BA ill i SCTM# 1000—III-05-0I I --------------- ---- ---- - 3-3----------- GFI. I `IF'Gff I GFI . ------------------------------------ --- I —'—'— —'—' -.., t— — —•—•—•—•—•—►•— --I —.—.—. II Shev i I i ARCHITECT: I r------:------ w.P-----=------- ------=------, I I I M I Surface i i FREDERICK R. WEBER = �SD III I , 41 EAST MAPLE ROAD GREENLAWN. NY 11140 IL__________________________________________JSIL______ — _ — I 52 NOYAC PATH I I I I .—.—.—.—.—. , .—.—.—.—.—. .—.—.—.— I �, I WATER MILL. NY 1191L I I I I i I TEL 431 .154-5555 I I I I I f Iueberarchlteit9gahoo.com I SEAL: L_______________J I I 1 f � q l\ ` TV � 0 SEPT 18, 2023 Electrical P APRIL 2. 2023 �. ------------ ,' MAR 18. 2023 \ ---------------- MAR 3. 2023 MAR 2. 2023 FEB 21. 2023 JAN 2L, 2023 REV.: JULY 29. 2022 DATE: JUNE IL, 2022 SCALE : 1/40 - 1'-0° JOB NO: w2011.04 ELECTRICAL DRAWING NO. BASEMENT PLAN NORTH E3 OF E3 WINDOW SCHEDULE Unit Model tt R.O. Area E res FREDERICK Opng g ROBERT ® ADH3250 3'-2"x P-0" Yes WEBER OPEN PORCH © ADH2434 2'-4"x V-4" No 6x6 Pressure Treated ❑ Post, Encase in IxIO © ADH2640 2'-6'x 4'-0" No (3) 9 1/2" LVL 9 1/2" L 2) 9 1/2" LVL (3) 9 1/2" LVL "Versatex" Trim w/ Base, ARCHITECT .—.=:H—.— — - — ------ t Cap, Bolt to Found. ------ Wall, Strap to Hdr. (Typ.) -_--_--- - ADH3250 3'-2'x 5 O Yes 17- --- 1 ----Tr----- --- 2x8 R.R. I I B �II1 EO ADH3048 3'-O"x 4'-8" No I i ; �2:6 C.J. 1.1 p Al Il 1/8"I TJI 560, 12"I oc `-- J 16 1 A8 O ADH2448 2'-4"x 4'-8" No �., III > C �- (Under Bath Above}I i Al OG AAN3824 3'-8"x 2'-4" No > E cn I I Sink .. III cv V I I I 36 E Existing Hdr. Existing Hdr. 1I' - HO ADH2860 2'-8"x C-0" No A8 I 1 (3) II Wall) I•I AS r1E -TTS ; I(I N W I I 1 Y 1 ,� T�' I O APW5050 5'-O"x 5'-0" No ___ _______J1_I�-1 .}._—C--� _______ _ --- ------- 111 ------ , O ACW2430 2'-4'x 3 O No .. W —1T—___ T1.—�---r — — 1 �/ I— Y II 1/ TUI 540- 1411, c i 1� ^ 1 , 2x8 R.R. (2) 1 1/2" LVL H 2x6 C.J./;! o �► O ADH2840 2'-8'x 4'-0" Nooc I z V ADH3034 3'-O"x V-4" No ID ........... LVLII \L----_------1 -- ---- -> > n O Y _ _ _ _ w ' O O --_- -————_ ---- `L " 0 ADH2O34 2'-O"x 3'-4" No ^ l3) 11 l/8" LVL III t U7 (� > ___ ____ I i l J i li I X X © AOVLD3020 30-ON 2'-0" No F--4 ------ ---- ------- _ --- u.i uu T i — i i I I I IJC w ADH1848 I'-8"x 4'-8" No w • I I l i 1 1 i � � I 1 I r_, I i i I 11 --- ` III L- --J S* ACW2638 2'-6"x 3'-8" (w/Check Yes w _ O Rail 43 P a e l Existing Bearing Wall T ATF3220 3'-2"x 2'-0" No 0 Icr, I I 11 1/8"'TJI 560, 10 I oc I .I �' „'�+ Q, ^ Q -____________ __________ "' I i I 11 nl •' m °- u o lu 4 ATF2416 2'-4"x I'-6" No = M ==7 F, 1 © ATF3016 3'-O"x 1'-6" No w 2) 11 1/8' VL ) ~ V 1 V W 8x21 19e-r4meter Girder ------------11- -- ' 11' ' "' M ( ATF2416 2'-4"x I'-6" No -�———_� = i =i i Post — —_ —�_ — Step" /B' --------- "x4'x3/8" ' j I Bearing Wal ~ ~ 4'X4"X3/8" ' - - PO� W Steel Col., I I i o0 ost Sih ATF6016 6'-0"x I'-6" No 1 Cd., Steel Col., Ceiling a 9' ATF2816 2'-8"x I'-6" No I v i ►� i ' x x TT ATF3019 3'-O"x 1'-6' No W 'x4"xl/4" I I.I 1 Itl j i----- i i i --- --- (2) 14" LVL ® �, I I (2) 14 L I W ATF1816 I'-8"x 1'-6" No LOSteel Col.. '1' ;; 111)t —•— —•- —_—_—.-�- — —. _ �. _ —• I V u ��� I.I..w... ..i1..1....................x. ............. .. ..(2)•9 1/2"..L•VL....................................... ........................ u , n 2x10 R.R., 16" oc I 2x10 R.R., 16" oc I I L t 11 1 `" I I _ '1 t 'T 1-1 I I I p O ATF2101L 2'-10'x l -6 No O E 1 v I I •I , , EII I � III 1• I - ---- -------- - '1' a I III 1 ~ I I � '1 I I'I> I 1 1 u ADH21048 2'-10"x 4'-8" No 0. E�xistin Truss --{-------- - t.I 11. 1 > i � --g ------------- I m I I I III III - ------ A ® I ---- ------ --ti 1 x I III 1 I .ITre d Landing I.I n p I (I Existtn Hdr. Existing Hdr. A �y I I.I 11 I �- Abo eu- Above 1 !11 2x8 , 16 oc 1 I g g V APW6050 6'-0"x 5'-0" No A'1 x 1 �., I I I aJ i 11 I I c i i S I I Y � I I Al O OD I I I I n N N r— I I I'Ia p I.I t 11. I I I 4x4 x3/8 = II 1 + I I I�, ILI 11 2x8 16" oc I I 11 Y +`I I 4'X4"x3/8" III 11'1 I I Stl. COI. r,I I Ii'�2) 2' L L ' 'y �� 111 O . N N ani I 1�- 11 11 1 I W ACW4014L 4 0 x T-4" Yes 4 x4 xl/4 v M Steel Col., Bearing Wall > •—.—.—.—.—.—. —•—•—• —•— ,—.—•----- _ — — -------Open-te-Abeve--------I II\v j2x8 -4 111 (2 APW4414 41_4NX 1,_411 No DRAWING TITLE: • tee( Col.. -. -=-� � •—•—•—•--- - is .......... �I-....... " I •I 0 • W 8x21 Girder (Above) 1 (2) Ill " LVL N t2) II l/8' LV �1. B I (2) 9 Ill LVL is00 1 q II " t I 1 J ICovered I t Al YO APW6014 6'-0"x 1-4' Nom11 > 111 2ND FR,4MINC:i3 ZACW4014R 4'-O'x T-4" Yes (IST PLAN) � 12 ,F 1� ————————————————— ——————— ———————— Y Y Y Y ( 1 1111`/ -- g--- �--- � 2x8 D.J., 16 oc 1'I 2x8 DJ., 16 cc I 'I 2x8 D.J., 16 o t� � I Model Numbers Refer to Andersen A-Series, PG50, ----Ex-L Truss ------------------------ i i i ii 16" oc �^ iI Low-E4 w/Argon Glass, Simulated Divided Light A8 e 1 2x10 R.R., 16' oc 01 2x10 R.R., 16" oc v I rn ' t I t III i 9 a l c 5 1 3 2 i 1 I I 1 1 Straight Arm Operator ......... ...........E. . .1 .............................................. .-..1.....................---......................... ....77....TLE I'I. I 2x8 , 16" oc t I 9 P 4'X4"XI/4• � . r..........................................�I.I.................... ....................�.��.....-.� �I I 'u Steel Col., I I I 1 1 1 III I 1 1 1 I I I DOOR SCHEDULE JOB: x I Et�� i I j> i I i III I B ari g all 111(2) 9 1/2' LVL I I 00 ----- 1 1 A ==- JIM- III ° III Unit Model 1# ( 2�_ - .•- Width t Heigfit HOUSE: I - - ------ ----,------- - 1 ADDITION/ 4"x4'x3/8' 4"x4"x3/8' I•t •,� V I I I vO I I I ( v I I , � .••' I N i Front Doors w/ SldeLi hts 3-0 x 6-8 (Door) u/ )............. i O "Simpson'. (2) 1'-2"x 6'-8" (Sidelights) - gRENOVATION Steel Cd., I Steel Cd.,�I•' I1 V O i I i � O i 1 i 1 m �.•�" • �' I I""""""" •- �� •. - Model 31508 9 s) F. x x I I I "Simpson", Model 31508, Right Z-8 x 6-8 (Door) cv III n 111 I t 1 `lr .•' verla °G 29 1050 WEST COVE ROAD x21 Perrrieter Girder W 8x' l Pqr neter Girder y - I I - I'I t I I Roof y _ --i O Inswing, (8) Lite, (1) Panel, SDL (Butlers Pantry) CUTCHOGUE. NY W 8x21 Girder '� I I I 3 1 I I 1 ) 91 `LVL 1 ► (4) 2 :./ n o -1 F " '- " TOWN OF SOUTHOLD " I'I � Andersen FWHfD60611PARL 6-0 x 6 II (R.O.) 2x8 D.J., 16" oc III 2x8 D J., 16 oc 111 x8 D.J., IV o - Ridge �+ ,qg � Frenchwood Inswing Patio Door (Kitchen, 2nd HaIU SCTM>< 1000-III-05-01 ' "Andersen" FWHID60611APLR 6'-0'x 6'-II' fR.O.) 1........................................I. N........ Z2�:.11..1./8"'.LVL.: ..... ... ll.. 8" V.L. ,.. ,,.... ..... "... .....-.......................................... O Frenchwood Inswing Patio Door # (Basement) ARCHITECT: ------ -------------� -------------- r----------- 2x10 RR Each 1 �' . 1 Overlay. I oo " 1 1 Side df Tie w/ _ x Andersen FWHID30611AL 3-0 x 6-11 (R.O.) III III " �'�., Roof Cro� O Frenchwood Inswing Patio Door (Sun Room) (3) 5/ Carnage - +i . '. FREDERICK R. WEBER ---- I Bolt ( ---- ----------- ` °C 41 EAST MAPLE ROAD yP r-- -- m 1 �\. `y' X © GREENLAWN. I'I I'I 1 1 Pi NY 11140 =' x10 R.R., 16" oc r 2x10 R.R., 16" do ��\. O 1 52 NOYAC PATH I __________ _ ___________ O WATER MILL, NY 1191L --- ----2xF0 - -0c-------- 1 I Basement Door 2'-8'x 6'-8" (Door) (2) 9 1/2" LVL (2) 9 1%2" LVL (2) 91/2" LVL 1/2" Plywd Gusset I (2) 1 1/2" LVL ® "Simpson", Model 7 (Basement) TEL L31 '154-5555 Between 12R t C.T. FRAMING p A M *I fweberarchitecteyahoo.com 4"x48" For Stiffrtiess / �p +�� fi ��\ ? Hip 9/i�. I I I�A I M�l G 14 O T E S Stl. Col. �( I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-L o. SEAL: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNE�SSArdf'lA-dPwof1 15G Upgrade ^1 / x b: V r 1 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ` '°`8 %2J X {,G J� ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4 WALL t 3-2x8 IN 6 WALL OR AS SHOWN ON DRAWINGS. SEPT 18.-2023 ------C s S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s 8'-0" O.C. SEPT 112023 PROVIDE 2' SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. APRIL 2. 2023 MAR 18. 2023 i 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. MAR S. 2023 (2) 9 I/2" LVL 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL MAR 3. 2023 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. MAR 2. 2 0 3 FES 21. 2023 10. PLYWOOD SHEATHING TO BE NAILED WITH 80 9 4" O.C. EXTERIOR EDGES AND 6D 9 12' O.C. INTERMEDIATE. JAN 2L. 2023 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" REV.: JULY 29. 2022 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST' TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DATE: JUNE IL, 2022 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' LVL RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. C 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ® 24" O.C. JOB NO: w201LOL Al 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. DRAWING NO. 2ND FLOOR FRAMING STEEL TO BE ASTM A992 ( 1ST FLOOR P N01�TH � PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. F TO FOUNDATION WALL Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL S1 OF 52 WINDOW SCHEDULE Unit Model # R.O. Area E res FREDERICK Opng g ROBERT ® ADH3260 3'-2"x 5'-0" Yes WEBER Chimney ADH2434 2'-4"x 3'-4" No © © ADH2640 T-6"x 41-On No (2) 1 1/2" LVL Hdr. ARCHITECT O ADH3250 3'-2"x 5'-0" Yes j I I p B O ADH3048 3'-0"x 4'-8" No > A8 C O ADH2448 2'-4"x 4'-8" No � 2x101 R.R., 16" oc I 2x10 R.R.{ 16" oc OG AAN3824 3'-8"x 2'-4" No o- I 1 1 Z4 A'1 T ` E N I 2x10 CIJ., 14" cc I E v A8 I I I r A8 (E) l ADH2860 2'-8"x V-0" No 1.4 1 r-----------ir---------------------------------� 2 I I I oc I I ; O APW5050 5'-O"x 5'-O" No I ' , I pC I I1-4 " ® I o 1 1 L.C. Copper :Window Pan 2x10 IR.R, 16 oc 1 2x10 R.R,116 oc = N I KO ACW2430 2'-4"x 3'-O" No w I I I I - I I Existing Header — I I 2x10 C.T.I IG" oc 1 I ---- I (2)Pitcfied I 1 I V Pitched I Flat Ce ling I I I L ADH2840 2'-8"x 4'-0" No I o O ADH3034 3'-O"x 3'-4" No Z I 3) 9 1/2" LVL Hdr. 2-Sto Wall I-Story Wall I v v I O I I O ADH2O34 2 -0 x 3 -4 No N I w Q > i oo I i �• /• .------ --� .• \. I � � Wall � rr I'-S" �� „ (2) 2x6 Posts 1 I I ck: / I i I I o I © AOVLD3020 3 -0 x 2'-0" No Between Windows 1 `- 1 I c§ / I i I x �_ R I'-8"x41-8nv 1 LLL�eR_R R.R. 16" oc I 2CIOR.R. IV op v I I `�' -`-' _ I ADH1848 No tO � OW I '{ 2x10 C.{1.. I I I x x x x I -; w cy w n I * " (w/Check > E o I o I ROOF I I SS ACW2638 2-6 x 31-BU Rail Yes v . I N „ I I m I I� I A I I Existing Ridge " O �..J....I 2x10 � .R, IG oc I 2x10 R.R, IL',oc ,� / - 1 { �e > 1 cv New Raised gNe arse (D ATF3220 3'-2"x 2 -0 No I I I .• � � 1° I'. �� s I I rn pi I 2x10 1i21dge ---------------------------------- Ri --- - 2x10 C.T.j 16" oc i: > oc } i `',y r i I —(3�q 1/2" LVL Hdr. — — ATF241L 2'-4'x 1'-0 No '^r'. 1 I 1 / I I -i O -' I I Q = 1 I Bot, of Hdr. 0 6'-6 I'2• cy • 1 I h-�I A�0D III X 1 u I n n ► ATF3016 3'-0"x I'-6" NoBearing Wall I L Hdr v I /�' ' I I T ATF2416 2'-4'x I'-G" No � •� cy Icy •••• � /� - -----------�———— ` I �\\ //' I / . I 2x •.R. 6" c. 1 0 R. - " I N o I ATF6016 6'-0'x 1'-6" No o I IK `+O �O I QL I v I I x X x X X I �\!? �/ I .!Overla•y U % \� of i - I I o wcy wcy 3 I ATF2816 2'-8"x I'-6" No Q, / R oaP O I R of i� O I I n u cv , I QC I I Z I " " z ` �, `1+/ �/ �� -----`-' ---� '•. � I • � .•• `' v o_ � ATF3016 3 -O x I'-0 No j I .�� / I > — — 2 -' I `�' Ire/% I I I T ATF1816 I'-8"x I'-6" No 0 �� 2�d0 R.R., I6 oc� , 2x10 R.R., IG oc } i•' Ridge — 1 e I yl I Ex. Hdr. Existing;Header Ex. Hdr. 1 --------------------�Y CV it 2x8 e.J� G" oc I �- LO ------- -�:.:------ � L - -----�- ----o--------------�- o o I (2) II l/8" LV :I: o I'I o X (2) II l/8" LVL X I I _ L.C. Copper :Window Pan I TOu ATF21014 2'-10"x I'-6" No O / — a III n n I I :9 ---- -------------------------------------- 1 `�`/ \'y :-. —•i III - - r------- Q ADH21048 2'-10"x 4'-8" No A crl \'y/ \!0 r W (Y I'I U v� ----- I A' :I: °` APW6050 6'-O'x 5'-0" No Al / I i :w III O U I x 111 X I Al / y C4 03 U `� \ I I `� `~ cv 1e I'I u- i +�W ACW4014L 4'-O"x l'-4" Yes \ , I: - --- --- ---------------_---- OX APW4414 4'-4"x T-4" No DRAWING TITLE: n; .............. ............... I B (3) 9 1/2" LVL Hdr. (2) 9 1/2" LVL Hdr. (3) 9 1/2":LVL Hdr. (2) 9 1/2" LVL Hdr. i5 I Al I % YO APW4014 -o"x l'-4" No (Wall Pitches lip to Tower Walu iq ROOF FRAMING 13 I ZO ACW4014R 4'-O"x T-4" Yes (2ND PLAIN) 12 v I F U I Model Numbers Refer to "Andersen" A-Series, PG50, A8 II i Low-E4 w/Argon Glass, Simulated Divided Light ROOF 10 4 8 1 L 5 4 312 ,�YI I # Straight Arm Operator I I Bar g a - I DOOR SCHEDULE JOB: I DECK I /'} HOUSE: i a\\ea \\Gy unit Model Width t Height ADDITION/ -4 O Front Doors w/ SldeLights 3'-0'x V-8" (Door) w/ RENOVATION Chimney I //' ROOF I "Simpson", Model 31508 (2) I'-2"x G'-8" (Sidelights) _ / 2 "Simpson", Model 31508, Right 2'-8'x 4'-8" (Door) 1050 WEST COVE ROAD O O Inswing, (8) Lite, (1) Panel, SDL (Butler's Pantry) CUTCHOGUE. NY TOWN OF SOUTHOLD Ridge A8 "Andersen" F 9HID60611PARL �KitOChen,'2nd Hao) SCTMu 1000-III-05-01 e Frenchwood Inswin Patio Door $ - t..-................_.. . ..................................................... "Andersen" FWHIDLO411APLR L'-Q"x V-11" (R.O.) v ® Frenchwood Inswing Patio Door (Basement) ARCHITECT: tY V1/j "Andersen" FWHID30LIlAL 3'-0'x G'-11" (R.O.) ey ROOF Frenchwood Inswing Patio Door (Sun Room) FREDERICK R. WEBER ROOF ROOF 0 41 EAST MAPLE ROAD GREENLAWN. NY 11140 Rail 93'-0" 52 NOYAC PATH O1 WATER MILL. NY 119'11. Basement Door 2'-8'x V-8' (Door) ® "Simpson", Model 7 (Basement) TEL 1.31;154-5555 NSP N ( O f weberarcfiltectayahoo.com 11p FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-Lo. 2 BETTER SEAL-„- 2. ALL SHEATHING TO BE APA RATED EXPOSURE 15/8” MIN. THICKN E�SS'4�1��SD���i�.G Upgrade 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR. EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. c, A8 Z 4. ALL HEADERS V-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. aSEPT, l8. 2023 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. SEPT Il. 2023 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 1 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. APRIL2. 2023 MAR 18. 2023 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. IM"�AR 5. 2023 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xG STUDS SHALL RECIEVE 5-IOD NAILS AT SILL MAR 3. 2023 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. MAR 2. 2 FEB 21. 200 3 23 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. JAN 21.. 2023 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON' REV.: JULY 29, 2022 OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST' TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DATE: JUNE 11.. 2022 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' LVL RIM JOIST SHALL BE REQUIRED AT FLOOR SCALE PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. C 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. JOB NO: w2011.04 AZ 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. DRAWING NO. ROOF FRAMING STEEL TO BE ASTM A992 12N0 FLOOR PLAN ) NORTH PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL S2 1/411 OF 82