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HomeMy WebLinkAbout48370-Z PROP05ED 5AWTARY SYSTEM TEST HOLE DATA MCDONALD GEOSCIENCE ► NEW VA OWTS PER SCDHS STANDARDS JANUARY 23, 1998 FOR 6 BEDROOM HOUSE ��FOR WATER POLLUTION PREVENT(&N',`� " - CEN-1 TREATMENT TANK PROVIDING EL 23.5' O �s p � ��� � 2 022 � �,�' p/�-•-/� - , NEW FUJI CLEAN C O o. J 700 GPD HYDRAULIC FLOW (660 GPD REQUIRED) DARK BROWN CONSTRUCTION PHASING: + E111L1�1 1G ` FREDERICK I SANDY LOAM (DL) FS pUB�� ��NG I- INSTALL HAY BALE/SILT FENCE. TO'; NEW4 3 \ 00 S.F. SIDEWALL AREA OF LEACHING POOL -i �44j c 0,4T�R 2- POUR NEW FOUNDATION FOR NEW FRAMED DWELLING. ROBERT BROWN LOAMY 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM WEBER O SAND (SM) � o MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. 4- FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING. MAITAIN 10' SEPAf?ATION BETWEEN WATER AND SANITARY LINES. \ U) 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. o NO KNOWN SURFACE WATER WITHIN 300' OF THE SUBJECT PROPERTY. ? �'T , • ALL LOTS WITHIN 150' ARE IMPROVED AND SERVED BY PUBLIC WATER, BROWN INSPECT HAY BALE/ SILT FENCE WEEKLY ARCHITECT UNLESS OTHERWISE NOTED WITH DISTANCES TO EXISTING WELLS. FINE TO COARSE • MAINTAIN 20' SET'ABACK TO ANY PROPOSED SWIMMING POOL. SAND (SW) BUILDABLE SITE AREA: 48,040 SF, LAND DISTURBANCE: 21,000 SF • NEW GRADE TO 13E 5% MAXIMUM SLOPE WITHIN 20' OF IA OWTS. • ALL EXTERNAL ELECTRICAL AND CONTROL WIRING SHALL BE ROUE EXISTING CONDITIONS: SITE IS MOSTLY WOODED AND FLAT IN AREA OF CONSTRUCTION t INA 3/4" SCHEDULE 40 PVC PIPE. DIRECT BURIAL NOT PERMITTED. DRIVEWAY. SITE WILL BE CLEARED AS SHOWN ON THE SITE PLAN. CLEAN FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM AS REQUIRED. BUT EXPECT EXCESS FILL FROM CONTROLLER/ BASEMENT AREAS SANITARY SYSTEM AND DRAINAGE STRUCTURES WILL BE REMOVED, ALARM NO WATER SYSTEM CONSTRUCTION ENTRANCE AND STAGING AREA WILL BE FUTURE DRIVEWAY AREA. 18"011ENCOUNTERED QD REMOVE TOPSOIL IN AREA OF PROPOSED HOUSE, SANITARY SYSTEM, 4"S PVC S LONG CO HDPE SECURE HEAVY CO HDPE SECURE HEAVY t DRAINAGE RINGS. STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. FIN. FL. RISER W/ LONG COVER TO GRADE W/ SAFETY COVER TO GRADE W/ SAFETY r-�-� EL +21.5' SWEEP t SCREW PLUG SCREEN BY 'TUFF-TYPE' SCREEN BY "TUFF-TITE" TRAFFIC I-�-� --------- IN THREADED HUB I' MIN. t 2' MAX. DE S Nj a GRADE GRABEARING GRADE CONCRETE G� VENT THRU EL +24.5' SLAB EI +24.0' CHIMNEY DEPTH HOUSE-VENT/ ROOF 4"0 APPROVED C�,�p� S 'lo " 2 ✓' PIPE, 1/4" PER FT. 18' MANHO E I " MAN OLE 24" MAN OLE 4") APPROVED CONCRETE a // p�F�C�NG o J�� ` -_ 1 _4 6o. PIPE, 1/8 PER FT. COVER O C.I. PI E MIN. PITCH Q _ MIN. PITCH co <U �' CLEAN OUT PROVIDE o I Y RT L7 CLEAN OUT L 22.9 INVERT 1 i \ / ERT INVERT HOUSE ° EL +22.1' I EIV 22 3, I J U EL +23.5' 4,1_2", 4 -II I/ ® i 1 3�v / \ 5 -I m o '41-II I EXCAVAT(/ILL ° I 1 �CO l \ 2t32of / \ EXCAVATION OR NEW BASEMENT/SANITR(2 979"RE �Y LEACHING i �� O / \ / /78 BACKFILL 0 GARAGE i PORCHES DAjE•d •�, P.fit - ------ -----J--------•---------------�-- I POOL 1 �O � / \ �� � \ ��' ��, - O ,,,� �-�.��� W ne O / M REGRADING AROUND HOUSE, PATIO t (BAR CaE 5 GY �V[ \ BED OF "FUJI-CLEAN" CEN-1 13' MIN. (400 S.F.) I Y / 3r \ oP c FEE BY: STONE TREATMENT TANK COLLAR v ,�, �� deer/n 2 NOTIFY BUILDING DEPARTMENTAT BOTTOM OF TANK I / ,4 tock ile e / 631-7651802 8AM TO 4PM FOR THE EL 11.82' 1 /Topsoil for \ / FOLLOWING INSPECTIONS: 8'-3" 8'-0" 1 10'-0" i o\o\ /\ Following \ 27.1 1. FOUNDATION-TWO REQUIRED I o / g \ / W `� ^b FOR POURED CONCRETE \o\ \ Construction / X h Y� 2. OU H-F MING&PLUMBING o 3. 4. FINAL-CONSTRUCTION MUST LOT COVERAGE i I / \ l \ CO OR/VFX \ W BE COMPLETE FOR C.O. l \ '4spha/N Y /pro \ ® 3w�q ALL CONSTRUCTION SHALLMEET THE \ REQUIREMENTS OF THE CODES OF NEW IST FLOOR: 1913 SF 1 I / \ \ / i DW ____�,/ � ,( pose o q Q GARAGE: 864 SF / I�.D�r Grdt� lPo,°cat/ond Or,ve� o/ WYORK STATE. NOT RESPONSIBLE FOR W FRONT PORCH: 144 SF i 3' (MIN.) TO HIGH I / \ l COnstro 6e d9� DESIGN ORCONSTRUCTONERRORS SCREEN PORCH: 252 SF 1 SEASONAL GROUNDWATER I 2 .6 / \ / a�ton Us -o C n COVERED PORCH:: 226 SF L----------------------------- / \ / 3�� 0" ® no W 3459 SF l /l\ O \rate\� \ a e,� Dia/n°h • ? �,d PROPERTY OWNER: SITE DRAINAGE: _1i / 33 / \` O 20 4� 8z e e hcv / 0 a6. l O•• \ k e�9,a JOHN It ROSEANN MEEHAN DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) �\ c� ���� \ / l i' �',$h or ma " G'�R / Con out �'� a° prop n SITUATE: BAYVIEW HOUSE, GARAGE i _ (3) 8 Dia. x 5 Deep w/ cf i\DlU �� �° G'4R. AGF /.. rea i,�W� W TOWN OF SOUTHOLD A. B. C 3459 sf x .166 Rain = 514 cf 34 Z tv m / / C ' � S< < N E SUFFOLK COUNTY NEW YORK PORCHEIS Traffic Bearing Top q � / o 24 , " / 1 S D m 9`6-- SURVEY INFORMATION: (2) 8' Dia, x V Dee w/ Z c°j NATHAN CORWIN. LAND SURVEYOR D, E DRIVEWAY 2922 sf x .166' Ram = 485 cf P 501 cf x /\ M DRAWING TITLE: Traffic Bearing Top tv / l \ a 25.3 \p' / � JAMESPORT, NY 1.2 r�' / `� 44 \ SURVEYED: JANUARY II, 2011 1 .2 M LAST UPDATED: MARCH 8, 201'7 SITE PLAN ELEVATIONS ARE REFERENCED TO NAVD 1988 � // P�Q� ,gr9�ss House, Garage and Porch Roofs to have Gutters t Leaders 5 '`6/ \ \ e ar/ Connected to Underground Drainage Structures (Tgp.) �<< l \ l 2� 3 �9 og �� `� 4Polley LOT NUMBERS SHOWN ARE FROM MAP ENITLED 8'0 Ring: 42.25 cf/Ft of Height / / �� / 1(t ,o - DW W MAP OF REYDON SHORES, BLOCK C / ��(J 0 ���___--c"A" FILE NO. 631, FILED JULY 2. 1931 35 �0 " �C� LOTS 30-38 INCLUSIVE SCTM# 1000-80-01-39 / w �� LOT AREA: 48,060 SF, 1.103 ACRES JOB: CONCRETE �o / / i "G "� COVER OR >>s' �0 / ,-,' � ZONING: R-40 NEW RESIDENCE TRAFFIC C.I. GRATE �0" \0 2 4 /\ / /DWS FF / , BEARING \ / ��„B„ _,_ ? ���7 e� / �� Propane/ � YARDS: (PRINCIPAL SETBACKS) SLAB PRECAST / \ 1 / 4,,� 7qT Tank/( , X11 FRONT 50' MEEHAN — CONCRETE / �,rl, $O �O„ /\ Bdco BFI�o I,"C X36 SIDE (ONE).- IS' 515 OAK DRIVE '`�V eery Bsmt. / 3' l / \ GR,4 F 2 V SIDE (BOTH): 35 REYDON SHORES 6 ard> / \ Access ST gyp- /I/A OWTS � OF REAR: 50' PIPEDRA 1 36 C.O. \O3 TREATMENT o \NJ W 22.3 //, 4 Q��j LOT COVERAGE (ALLOWED): 2NJ90 (MAX.) SOUTHOLD (BAYVIEW) Q� O / /23.9 \ '� "'�/ HEIGHT (MAX.): 35'. (2) STORIES IQ/ h$' \ / x Co rol�A� o ` \ �° `n SCTMtt 1000-80-0I-34 n' TOWN OF SOUTHOLD w I �� Y O„ / Panet r� / D '-0” W, `� / ni "� HOUSE: 1913 SF TYPICAL O I �\ w V ccessorq) \ Blower �\ 8• LPI J ' J GARAGE: 864 SF DRAINAGE / / >1 .�� q W ARCHITECT: I Q I \ 2 . \� \ �� J 0 r FRONT PORCH: 149 SF 1 RING > 1 .Z _ /�\ .\ / o / Q SCREEN PORCH: 252 SF 39 Cb � / REAR PORCH: 226 SF Underground\ FREDERICK R. WEBER Q q O \ / Electrical JTEST W / 41 EAST MAPLE ROAD I 8,-0„0 1 [C/ / / \ Service S :iEX \`HOLE TOTAL: 3959 SF GREENLAWN, NY 11140 1 2 ..LEAN WATER MILL, NY 119'16 SAND i �-� / / \ rpt C7 � LOT COVERAGE (PROPOSED): 1.2% 52 NOYAC PATH GRAVEL FILL N \ \ y 3 O.� l \ / \ l • ard� ;-'� YARDS: (ACCESSORY SETBACKS) TYPICAL SECTION 8 DRAINAGE RING / / �, .� (LOT SIZE: 40.000 TO 59,999 SF) TEL 431 154-5555 ,C,ne 38 \ c L l\ o` Pweberarchitectag �\ � ' `SIDE i REAR: IS' .ahoo.com C/eer/n9 / � \\ SEAL: FILTERCLOTH AGAINST 2 ' ,� ,� � � \ / o ` '`�- EXISTING CONTOUR WOVEN WIRE FENCE W/ �. z REVISED CONTOUR - 2"x2"x36" STAKES, 12' OC \ / W 8 �" DRIVEN 16” MIN. INTO \ / �r NYT#4 GRADE. EMBED FILTERASPHALT 4 \ / Util�tg O a 8 NEW CONTOUR CLOTH C INTO GROUND USES ��441 2�'� Pole ° t Top CoaBEARING AU8`/C HG �' O \ \\ ^. `� �V ` lU Y 3 Base C GRATE 4 T 18 �I U p z PIPE TRENCH FR d FLOW T /i \ 4 N � � DRAIN G 39 O o \ Q DRAWING SCHEDULE SLOPE DRAINAGE RING o ry �� — :c z STONE `v O BLEND DESCRIPTION N/ Al SITE PLAN CROSS SECTION CROSS SECTION /y/� �F 2'8 T A2 FOUNDATION PLAN SILT FENCE DETAIL TRENCH DRAIN DRIVEWAY p h?' A3 IST FLOOR PLAN REV.: AUG 8, 2022 BOUND HAY BALE USES A g�CAIG 223 T A4 2ND FLOOR PLAN FILTER CLOTH AGAINST PLACED ON CONTOUR 014T 78 DATE: APR 25, 2022 WOVEN WIRE FENCE W/ W/ 2"X2" STAKES 11.5 -2 6@ . OO / A5 ELEVATIONS (EAST/WEST) 2"x7x36" STAKES, 12' OC IN GROUND) DRIVE STAKES DRIVEN 16" MIN. INTO FLUSH W/ TOP OF HAY ,� A4 ELEVATIONS (NORTH/SOUTH), WALL SECTION GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE SCALE I" 20' m ry CLOTH 6" INTO GROUND TOWARD PREVIOUSLY LAID Al SECTIONS JOB NO: w202105/ Xry BALE A8 FINISH SCHEDULE/ INTERIOR TRIM A9 CODE DETAILS DRAWING NO. FLOW O z z V1I V" FLAN NORTH PE uSI 2ND FRAMING (IST FLOOR)SLOSITE � S2 ROOF FRAMING (2ND FLOOR)R) Al I201—O" EI ELECTRICAL IST FLOOR PLAN U CROSS SECTION FACE VIEW 4-16' (t) TO 3�� J E2 ELECTRICAL 2ND FLOOR PLAN IQ HAY BALE t SILT FENCE DETAILS REYDON q e E3 ELECTRICAL BASEMENT PLAN of A9 USES p BwF44t&C DRIVE ��TFR FREDERICK II'-0" 13'-3" 35'-0" 10'-I" 24'-0" ROBERT WEBER ARCHITECT B Al Porch Foundation Walls: 8" P. Conc. Found. Walls w/ (2) #5 Bars, Top t Bot. on 18"x10" P. Conc. Ftg. w/ (3) 45 Bars (Tgp.) I\ I --------------------------------------------------------------- -----=---------------------------- — ——--------———————————————————————--- F_t 1 I I 1 I 4" 21-8" 3 18" 4;, 14 5'-4" 2'-1" 13 _3" I 8" 33'_8" I 8" I 1 �` 4x4 Pressure Treared Post 12'-8" I 1 1 0 I___ On Broken w - 4--- Block Footin UNEXCAVATED I 1 i I � I , 1 g I I 4" P. Conc. Slab = _ I I Pier to I I Outdoor Basement Foundation Walls: 1 I w/ 6"x6" 10/10 ::: I Support I L_I� Line of Ste I Shower.` „ I I I•••� r- --- 10" P. Conc. Found. Walls w/ �+ I WWF Rernf. 1 1 1 (2) 45 Bars, Top t Bot. t - 1 = = I . Slab/ Post I l_ ------ ----� 1�----� ,/ �� 1 �n -GolfI #4 Bars 32"oc Vert., on I I L____ 1 ---- ,------� -- ------------------------------i 20"x 10" Cont. P. Conc. Ftg. I j ao I 1 w/ (3) #5 Bars (T ) 1 1 = L--------------� ----, "$rlco" C = 5'-8" _' I 8" t 4'-0" I 8" I 9P 1 I O I r----------------------- j ----- 12" Extension = 1'-0" I I I 5'-6 I/2" I I/ ' 2'-8" 11/2" 4' 9 I/2" 1 1 `n I I Total Length = 6'-8" — I -- --t 1 I I I Drop Foundation I I r Grade Above Bsmt. I I I HU I _______ 4" P. Conc. Shelf for Porch Slab -------� _ _ _-_--_-- I 1 For Door Opng. I Floor = 80" (Max 88') I 1 ------------------ - Ln I I I ------------------------- - ---- ---------- —-_ ———--------—— ----- ------- ap r---------------� , ----- �' -J Fi O IZ) II 1/8" 1 1 Ir I O I (2) II 1/ " 1 Beam I 11 L__ 1 1 _ P. Conc. I N LVL HA,frl; - I ' 1 LVL Hdr.(Flush) i I ii i, I `~ I I I Pocket Pier I I \ I 10' \F— —J IJ, (TyP ) 1.1 II It��, 12'-3,. L—I. I----- -------- I , I 12'-O" I 13,_p„ I'-8„ 1 1 I I I I I r+ O iI iI iI 1 8 � �A' III1I•III II 8„ 1 . I -qI. II -r tV�'° �IIIIII•'' �IIII II 1/8" TJI 230. 16" o.c. jIIIIII•.. jIIII Fan/ al Insulated Doors, 11 (2) II 1/8VL = _- - - IIII Weatherstr4/M, 1 — = I 1 LL 9 )/2" TJI/,230. 16„ zX efeoII 1/8' JI 230, 16' o.c. II I I -I "( I II 1 I > 1j11I1 Flo/ I11I IjIII IIIiI WrW I \ tT Vra�ii ) #eat Above) (Cantdver to Bath/BR Wall Above)1 i i II 1........... .....1Iath/BR ' '� I I ” Ln II Fire lace II BASEMENT II II 1/8 TJI 360, 16" o.c.32"xl6" I �a�l Above z 1 I 1 3 1/2 tee. I II Base I III r `v I I Basement I I Pie Column on _ I I I s " " 1 II L_ 1 III = I I I (Undee Island) I I I Window (Typ.) I 1 cX I 30 x30 15 P. 1 - III 4 P. Conc. Slab `- 1 I z I I t I UNEXCAVATED I 1 I I 1 1/2 TJI 2S\0, 16' ; C. 1 I Conc. Ft w/ IILI I JII w/ 6x6 10/10 I I I Kitch n XIII I 1 l3) #5 Both Was 1 __ WWF Reinf. 1 A 'a` ; III y I ---1-�I O I I Island Above: I I I I I 1 O II c+IIII A-I 1 10 10'_5„ i r 8�+ 13'_6" L-vim. _- II 20'_6" o x 1 '1 1.. 6. I I- 10 -5 1 22'-6" " r , " 1 1 _ I A7 1 Hot Wate , i ` i I = 'O 1 I o " - I I I S I ti O 1 _ �______, I - 1 I I o Z n 3 I/2 Steel O 1 1 �, 11 I I DRAWING TITLE: = I - T storage ______, I I �, II Pre Column on I I 1. I 1 ,� I I I I I I x - : _ I (3) 11 1/8" LVL F.J. I 5 P. Conc. Slab I I I I o L ----------------- I w/ 6x6 10/10 P. Conc. - 1 O I • I I civ �, I I Ii 3 "x30"xl5" P. O I I ......... . _ I I _ --L c+l `n I I i � I. I _ --i- I WWF Rernf. I I FOUNDATION Pier I 8" _J L ++-J 1 I I I Conc. Ftg. w/ m I II 1/8" TJI 23 . I I I II(3) #5 Both Ways _ 11 �`'., O I I I 1/2"0 Steel 1 I I . X 1 ,116" O.C. r- I 1 a 1 I = II r ---, � r-+I+-, I I i e Column on n i I Pitch to Overhead Doors I IPropane- O I • I W Ido x 30 Girder Iw 2x6 INailer E I I i I I III p ,� cv I I 1 1 I I rid I I=====_ - Ll I Ol X I O x30 xl5 P. - -- O-_- - - - - - --- - onc. Ft w/ I I I I aler II (2) II 1/8" LVL F.J. O I� -------------it---i -- i-------'-0o- -----+-', I Q III g• I 1 I I I �, I I I I I. 3) 45 Both Ways I 1 I I - _ I I I = I i � = iIi 4„ x II13�_4" 5'-10" II � Ln zL————J — L v Ill —J `V I L� I (1) Treads 810" II ii M A I I I r8--�--, I 'I i i I.I II II z II 1/8" TJI 230, 16" o.c. I I I I I I = I I (3) II 1/8" LVL F.J. I a 'I(2)1 II 1/8" LVL F. n _j yr III I. I I 00 1 I (2) II 7/8" 1�L-===-- ------—-------= x I t I i H 1 I I LV Hdr.lFlush) IIS _____ _____________= --_ __-_______ � III I.I 1 1 I I II 1/8" TJI 23 , 1 .114" o.c. II 1 I II I 'I III 1 I I I JOB: I I II L____J Up iv Ln III Beam I • I II i � I'I Pocket I I I I i I 1 I > - Haunch Slab o I I I III I °�I� NEW RESIDENCE 400 Amp Fan/Cal I I II ao i<l I I _ _ _ _ _ II , Under Center — I 'I (TyP') I I I 1 I I 1 Electrical I I•I II r I I I MEEH,4N Wall of Starr III I I—---- _-_J ° I Service �Ij \ jj I - 1 ° 1 .1 r - -------- - I I I I L� ------------- -- r II L - ��-+—t--I— -�`r III I p 1 I I i - ) #5 Bars 515 OAK DRIVE 1 i _ II I I I I I SII N _ x . . 5,, W Window-" . I 1 I "' (Extend 18" REYDON SHORES I ° I = - I I I I I I III r' O Sr l Wr hin 3 -8 = � r———— —————, I I y Opng.) SOU HOLD (BAYYIEU!) III , I I of Floor I I I Be and O n ) __________, I O Water ry II I I I I I III _g I 1 -01 r-�- , . I I '� O #4 Stirrups 1 I _ : I I I I I III I I 18' 6' 4" O" 1 - P Service II -:-:-- - - F SOUTHOLD -------- ------------------- -----T_ , = 1 3 i i i ° 12 oc SCTM>TOWN °1000-80701-34 CO I I 1 '---- ------------- — II _ i o I O I j iy I I I I - (2) #5 Bars „ tr V I E i i I i (Extend 18" 1 1 -------------------------------- ---, I Ni II 1/8" TJI 230, 16" o.c. -' I �+ t, . 1 I 1 I 1 ARCHITECT: L-------------------- --- i F,, lr 4 P. Conc. Shelf for Porch Slab I I 00 e- I I I 1 I I I I Beyond Opng.l 400 Amp Underground . 19'-9" 41' 0" I 12'-4" . p„ L_�_ J I I L------------------------------------------J I i� Electrical Service = I I I I I I cv FREDERICK R. WEBER To Approved I III � I I I W I I 41 EAST MAPLE ROAD Sanitary System I 1 UNEXCAVATED -' I I I -- -- J L -----------------------------\�8" ----------------� i I 1 1 L----------------- ----J `i' Areaway for Egress GREENLAWN. NY 11140 . 1 I CONCRETE HEADER (TYP.) Window, Gravel Base Garage Foundation Walls: W/ Drain to Drywell, P. Conc. Found. Walls w/ 3/4" = I'-0" 52 NOYAC PATH 1 1 ___; I I --- ---------------------J Ladder t Hinged (2) #5 Bars, Top t Bot. on WATER MILL. NY- 11914 II .--------------------------------- 1 I..L--------- ---------------------- ---- J...1 I Grate Cover 18"x10" P. Conc. Ftg. 1 -_-- -------------- ____--.J --------------- I w/ (3) 45 Bars (Typ.) TEL 431 154-5555 hoo com L------------------ ` - - ----------� -- - _' -- Line of Step=' _ Basement Foundation Walls: 10" P. Conc. Found. Walls w/ 8" 1'-10" 49. (2) 45 Bars, To t Bot. t SEAL: 'r #4 Bars 32"oc Vert., on --- 20"x 10" Cont. P. Conc. Ftg. w/ (3) 45 Bars (Typ.) 1st 13'_3" 4'-0" 6'-4" 24'-0" _ Hinged r Alum. rate B -�2 pV 10�e. s/�4��.- v- C�u6,q/) Bluestone ,41 Cappze- 129L[4 - NOTES: P. Conc. � Egre s Areaway +r o o Windcu I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER Ladder PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Drain to r r -a- 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. Drywell - REV.: Note: Wondow Sill 3- ALL WALLS SEPARATING GARAGE FROM HOUSE Gravel in =I to be 4-4" Above TO BE I-HOUR FIRE: RATED (5/8" TYPE "X" GYP. BD.) 24"x 28.15" ; Bottom of Bsmt. Sllab (Max.) DATE: AUG 8. 2022 4- ,ALL STEEL GIRDERS BEARING ON P.CONC. Plastic Drywell Areaway B t FOUNDATION WALL TO HAVE 4"x6"xi/2" B.PL. (NDS FWAS24) o0 � SCALE /4" I'-O" FOUNDATION PLAN JOB NO: w202105 (UNLESS OTHERWISE NOTED) � v- 5- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. Z EGRESS WINDOW DETAIL DRAWING NO. (UNLESS OTHERWISE NOTED) 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 1/4" = 1'-0" 1- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST AISC SPEC. A 2 OF A9 O WINDOW SCHEDULE ALTERNATEArea FREDERICK LIVING ROOM WALL 13'-6" ID'-4" 24,_0" Unit Model # R.D. Opng Egress ROBERT ® ADH3250 V-2"x 5'-0" Yes WEBER 2'-8" 15'-8" 2'-8" © ADH2644 2'-6"x 4'-4" No © ADH2438 2'-4"x 3'-8" No ARCHITECT B O ACRD20 2'-0" 0 No Al O ACW2840 2'-8"x 4'-O" No 61 611 F AAN2020 2'-0"x T-0" No 2x6 Studs Plastic (16 Oc) 1\ / Drainage Ring O AAN21020 2'-10"x 2'-0" No BASEMENT 2'-8"x 1'-4" No PI wood 2" Closed Cell _ ' ----------�- - ----- ---------- ---------- ---------- ---------- ' ------------------------- ........ I Sheathing Spray Foam I I I 8'-8 I/T" Y-2" Y-2" 8'-8 1/2" Q Insulation I I 1 I 3 I/2" F.G. - ; ; I I Dor I Model Numbers Refer to "Andersen" A-Series, PG50, Batts (Unlaced) `;' G G I I _ I Low-E4 w/Argon Glass, Simulated Divided Light W i i 1 1 PATIO O I *' Shingled FRAMING CORNER ! `r' 4„ 2,_8,. 4„ 38, 4" Enclosure, r::) I'-O" _ ' CR H I I OUTDOOR HOW O ter Ien nterior X14 - - - - - (Biu st ne, (B ueston , I j ® O T/1 T\ an om Rect.) Ra o 7c . 1 I Step Dn Bench U 1 �_____________ DOOR SCHEDULE W .`Bibb" c\\ -� _ 1 I/2' 1/2" 2,46„ �i _0" 3'-8 1/2,. 3,_2„ „ 3'-2" 3' 2 1/2„ I, 4._ I , : „ 2., _4.. „ O.. „ i o ^� y I 1 r- Unit Model tt Width t Height z ------------- i�� C C -' I I O Front Door w/ Sidelites 3'-0'x T-0' (Door) - I I 32' I "Simpson" (2) I'-2' x 1'-0' (Srdelites) i on" o - Shed Dormer _ r- i i i 0 2 4 Pa , 1504 (LH-Paneling)) 2'-8'x T-0' (Door) Ute, 'I " I I I I I Dn I I a,0 C (4 Pane Glass-Top, IPanel-Bot.) 12 Extension I I I `� ----J ' W ' Sink `---- C'' A _ cv a I I �, ir, 1 „ I I rn "Simpson", 1504 (LH—InSwing) ,_ " " / �N 10' 1 1 ao (4 Pane Glass-To I Panel-Bot.) 2 8 x 1-0 (Door) x o P' 1 r I I Built-in w/ I , I I I O ` Self-Closing I I �- Shelves Above I -1 11 11 g I 1 u, ® "Marvin" CUSF012010-OXXO-RH 12'-0" x T-2 1/2" I--�—I �+ I I _I u I u I u I I O 3' ides 1 0 �� 20 Min. Fire I 1 -2s Clad Ultimate Sliding French Door (R.O.) 6,. 3._4 \4„ „ 2,_2„I I 12'- „ 8„ „ I 10 •� .� Door I CL I 1 i v g i I MUDR00 32” �\ i i Q-� C* ,Clad arvin SF04ORg10 XON Door 1R.0) x T-2 1/2' T ♦ I I I T I 1 I I I I I I _ (Tile) Verify era on �T, 1 1 FI sh Ston I I I ' : _ I I w 1 1 I H arth 1 I I ; °D �� 'S; I `-------------- * Alternate v r2'� C ihn I Ceifi I I i Island Ref. `� I ' I o Ridge I Line of Ceilln Break Above I Ride 1 1 ' Benc6o I -----------g--------_-- —� © =° -� MASTER BEDROOM i a i- I I i \ a, i Coat ` � I -------------- `+ ' I i o (Oak) I I GREAT ROOM I 11 �, ; 1 28" Hook I ree to dm TH I I u-"' j (Oak) j I I n o f KITCHEN °I ��\ j 6�� Tub 1 1 I (Oak) ; 1 o A =�, © _ , Inc �\ I I 15,;2„ „ I I c' 20'-O,. 1 1 p3 -0" o 4'-O" 4'-0., _ „ „ 3,_8 4.. 2,T0„ Clothes _F A Al N 1 v � Pole w/ �\ I 1 .Q) y I I 1 (2) IS"_, OATS, (2) 13 (3) Car I I �. Al 8" I I 10'�6' s 1 U 1 s 1 I i ifs Shelves Ride Above________ I I o I Built-in w/ I 1 I I Sink - ----- ---1 - ------ - i� I.....................................x. .. ... o DRAWING TITLE: tr I I TV Above 1 (L 11 �- 1 Il.. I I i I , i I is- LINI I I in 1 I I I I I i S" P. Conc,�Slab1 1 12'-8" 1 „ 1 1 " „ I I > IST FLOOR yy ) 15�i�+ I I , I I 1 , 3 - 1 i (5) 18 32 I Lower Sink w/ 6 xd �l0/10 C ttlA (5) 16M i i/�, 1 1 I 1 1 1 ' WO Shelves Cabinet lllWf Rernf. 1 1 Shelly s I i v 32 IClothesI I - Sink ------------------ 12„ ole w/ V,8" T e "X" 1 I I I Drop Header O (5) S .G gp I O" P _ Shelf Above a WB, Walls t I ------------- O i II II _ I I � heves � ,00��� Ceiling (Seal i S2` i off Garage) i \ �� -� 1 1 , 30" g 1 Har)ging I.C. Han ing I I I I-o PAN RY `�•�� EL Stone , I �---------I (OakDesk r, - -- - - °i 1 I= (Oa ) Countertop Dbll, His .r-+ er Sgl. „ (NIC) ,i II Haggrng: ,� 10'_6" Han mg = II _0" 4" 3'=4". 5' 10 cv 10'-8" 2'-4' g 131-:0 " 4' 0" 6' �� 23'10" I JOB: r 1 i� OFFICE : �p 16R I ID D 1 Upp� > 1 I s °o NEW RESIDENCE 1.6 FOYER " o Q, ;........ .........: i I I (5) 4 1 �(fibinet 1 O I _ MEEH�4N Bench (Oak) (Oak) r o She ves 1 i rn1 0 515 OAK DRIVE Shelve helves - 30' i r ' � i i x� REYDON SHORES IN 30" DINING ROOM � oc ' D 16R ' COA S SOUTHOLD (BAYVIEW) o 36'! I �' " - 3'-2" i i TOWN OF SOUTHOLD 0 D n CTMS 1000-80-01-34 o ACI AC 42 A `-------------- ARCHITECT: 2'-6" 4'-0" 3'-8 I/2" 3'-2" 3'-2" 3'-2 I/2" � • 1 FREDERICK R. WEBER 00 41 EAST MAPLE ROAD 161 ' „ iy Bluestone Cap GREENLAWN, NY 11140 ® ® 52 NOYAC PATH _q 9 6 ' on Egress Areaway R ndo `�' Wall Ladder Hinged Grate WATER MILL, NY 119'16 I I S i I I ! Ladder L 'V` 8'-8 1/2" 3'-2" 3'-2" 8'-8 1/2" TEL 1,31 '154-5555 6"x6" P.T. Post w/ - fweberarchitectsyahoo.com 10"x10" Versatex On Step Enclosure, Strap to 9,_2„ 4„ 6 Fdn. t Header (Tgp.) SEAL: 3'-8 1/2" 3'-2" " 3'-2" 3'-8 1/2" -- - 14'-0" 20'-0" 14'-0" 10'-4" 24'-0" FRAMING NOTES: Al �,2,pVid-ems Sr�k� � Glc�.hoY► I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 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 I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. IST FLOOR LIVING 1913 SF ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 2ND FLOOR LIVING: lll5 SIF REV.: S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. TOTAL: 3148 SF PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. GARAGE: 864 SF DATE: AUG S. 2022 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. FRONT PORCH: 144 SF SCALE : 1/4" = 1'-0" IST FLOOR F L A N SCREEN PORCH: 252 SF 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH .RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL, O COVERED PORCH: 226 SF JOB NO: w202105 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 �� STORAGE: AND PLATE. ALL EXTERIOR NAILS SHALL BE .GALVANIZED. S Unfinished (Over Garage) DRAWING NO. 10, PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. 1/4" - 1'-0" 11, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 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 PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A3 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS A 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS• AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A9 WINDOW SCHEDULE Area FREDERICK Unit Model # R.O. Opng Egre ROBERT , ® ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2644 2'-6"x 4'-4" No © ADH2438 2'-4"x 3'-8" No ARCHITECT B O ACRD20 T-O" 0 No Al • O ACW2840 2'-8"x 4'-0" No O AAN2020 2'-O"x 2'-0" No 48'-0" @G AAN21020 2'-10"x 2'-0" No rT, HO 2'-8"x I'-4" No 0 14 Model Numbers Refer to "Andersen" A-Series, PG50,20'-0" 14'-O" Low-E4 w/Argon Glass, Simulated Divided Light W (Gable Width) (Gable Width) 8'-8 I/2" 3'-2" 3'-2" 8'-8 I/2" ROOF 0 O O ~ 3'-1 1/2" 12'-1" `~ 4" 3'-1 1/2" Window A A T (Shed Dormer Width) Pan v 1 DOOR SCHEDULE W 3'-8 I/2" 3'-2" 3'-2" 3'-8 I/2" 3'-11 1/2" 2'-10" 2'-10" 3" 2'-IO" 2'-I 3'-II I/2" 3'-8 I/2" 3'-2" 3'-2" 3'-8 1/2" I ClerestoWindows I Unit Model Width t Height Above) r (Above) ® ® @ @ ROOF v O Front Door w/ Sidelites 3'-0'x 1'-0" (Door) jI I "Simpson" (2) 1'-2' x T-0' (Sidelites) o= I Ii O2imppon", 1504 (LH -OutSwing)) 2-8 x 1-0, (Door) Shed Dormer "45 Pane Glass-Top, I Panel-Bot.) CN Tray •iCeiling Tray Ceiling I �, I I I I I I I I I I "Simpson", -1504 (LH-InSwing) Pitch I Flat Ceiling I Pitch I I I I itch I Flat j Ceiling I Pitch I• I I (4 Pane Glass-Top, I Panel-Bot.) 2'-8'x 1'-0' (Door) '°o N FS �g�French Doo IR.O.)H x 1'-2 I/2" Clad Ultimate hd ;,, i i i 20'-0" i i " i 13'_0" i 10'_4" 1 \ 24''0,. Clad Ultimate uOl Sliding Fnchh Door (R.0) I I I I I I I BEDROOM 3 loeNN> O I I \s I I g I I I I I I u '1 I I I Verify Operation r"T, I P ofde j Ceihiq I ICeilrng I ��-, I \ cn u, I I A ove Roof I RidJ1e I Line of Ceiling Break I (Ridge I I \ I r-r------------ --------tt----- I I I I -oo I BEDgOOM 2 i„ I "'I�"xl 4" 8 4,. 31-4 4"( \ I ( ak) I �.Flue I I I UPPER LIVING a 1 1 ` \' \ I I OlI .........I• I I I I \ I „ I I•. //:281Y:2 A Ce CL I 8 eilm9 28" \ I - STORAGE /. \/ o AAl CA 1 177 ------ - -------- ----- ------------------ O0 DRAWING TITLE :Rid e 121-811 \ -------.............ICei � ' � 3'ROOF Tray iPull-Down 2ND FLOOR -= . - i " H2a'n3-LgIji0,nO_-�v gr," „4"4" I�I •.-��'••.„�.—`,0�..—\_t- Do .��=+a' —. .— .—^`.—. .— �-10'�--10,.�— 0 — —4—., —2._I—,.4II.:I1�Ra;•—•—III :. •: - 2IIIII --r� Fu--tu--re----H--all----, tCentel •.8' aellnHall (Oak) ; ............ W.I. A--8" 10'-8" 2,-4„ I3,-4„ 4,.Ridge19Ridge l Drop Header - RailSeO / /./ / III IIIII;Ii JOB:OFT 8' Ceiling, C14 V q (Oak) RES 1DE N C E 3,_4 -I PEEHN 4„ao L 2 (1 Tea Is 10' 515 OAK DRIVE —LEL A REYDON SHORES Dn. SOUTHOLD (BAYVIEW)16R Sgll TOWN OF SOUTHOLDHan ing SCTM# 1000-80-0I-3 42 Q IBEDRD M � I O I I I I I o E O O i lOaki i i ARCHITECT.- CD RCHITECT:ao I O O(Above) itcfi Flat Ceilm Pitches I FREDERICK R. WEBER 3'-8 I/2” 3'-2" 3'-2 L 1'- I/2" 2'-8" 5'-3 I/2" 2'-8" -8" 3' 41 EAST MAPLE ROAD 0 I/2" j Tray :Ceiling i GREENLAWN. NY 11140 ROOF I = ® ® 52 NOYAC PATH r WATER MILL, NY II916 O 1Above) 8'-8 1/2" 3'-2" 3'-2" 8'-8 1/2" TEL 631 15x4-5555 f�ueberarchitect yahoo.com 3'-8 1/2" 3'-2" 3'-2" 3'-8 1/2" SEAL: 14'-0" 20'-O" 14'-0" 10'_4" 24'-0" Ir Ir Ir ; < 0-06 FRAMING NOTES: B JCA-,, low- ILSA/4 �ZS15 Al I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORINu TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD SQUARE FOOTAGE: TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. 2ND FLOOR LIVING: 1115 SF ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 0 WALL OR AS SHOWN ON DRAWINGS. REV.: S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. GATE: AUG 8, 2022 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE I/4" '= 1'-0" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 2ND FIJ._ OOR P L A �IJOB NO: w202105 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 I `l AND PLATE. ALL EXTERIOR NAILS SHALL BE..GALVANIZED. Z 10, PLYWOOD SHEATHING TO BE NAILED WITH 8D e 4" O.C. EXTERIOR EDGES AND 6D a 12" D.C. INTERMEDIATE. DRAWING NO. Il. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE: AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 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 PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A4 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A9 3" Thick Bluestone Cap Stone Faced Chimney Ix8 "Versatex" FREDERICK Rake Bd. w/ Ram's Crown t ROBERT ' A5phalt Rout ShiniqlabIxL Freeze Bd. WEBER ' 12 Ix8 "Versate12 x' ARCHITECT Rake Bd. w/ i , D `� , D Ram's Crown t , Ix6 Freeze Bd. ` -- ------------- 0 O 12 W A ® �\ I 3 I/2 I Ix8 "Versatex" ' ` I I I I S ndIn Sea I Ix8 "Versatex" \ i i L.C. Wind Pa i• i M tai of i � � I � Fascia Bd. w/ Fascia Bd. w/ � � Half Round , I I I I _ are Crown �" I Half Round--� Alum. Gutter - __ _ __ __ _ __ __ _ __ __ _ __ - - _- ---_----- ------- __ __ - 1 1 - _T - oe---------------- ------------ ------------ ------------ -------------- - ---------- -------------------_ -- ----------------- Alum. Gutter 1 Q II II II I II -----------------------------------------------7 I...I ................ ................ ... .............. 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III I I -- ----- ------------ - -- ----- -- =====1= Shingle -� -- -- -- -- -- -- -- -- - t -- - - - - - - - - - L ----- - ------- Flare ------------------- --- ----- - - ------------------------------- -- - -- -- -- I L_-_—J I I I I II I I 11 LJ—— --1J i i �, i 5 -4" i L 3 -I i I I I I 11 II II II 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 I I I I I I I I I I I I I II II II rJ L� I I I I I I I I I I I I I I I I L__.J I I II II II II I I I I I I w 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 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 L----------=-------- I}I I}I }I I : I}I {I I I I I I r. T tl _______________________tl-_-T--_---_--_-_-__---_-------________---LI__T---_-_--_-____-_-__ T__1I__ _r L 1______-1 Ii LI ---------------- -- I -- -- I -------------------------- --- I I I I --- ---� L___J WEST ELEVATION DRAWING TITLE: I'-0" ELEVATIONS 12 12 I InNailing) , JOB: 12 NEW RESIDENCE �, .. MEEHAN 12 1 —————— ———— ——————————— — 1 —— ——————————————————— - \ 515 OAK DRIVE ------------------------- '� \` REYDON SHORES ——————-—————— Ix8 "Versatex" SOUTHOLD (BAYVIEW) ------ - -------- Rake Bd. w/ TOWN OF SOUTHOLD Ram's Crown E '- '' 5 I Ix6 Freize Bd. SCTM# 1000-80-01-34 12 3 'High [Ijinei Nailing) I/2 O O OHITECT , A- [EI : 1± I A A I A ARC �' ` i'-5" FREDERICK R. WEBER ® ® 41 EAST MAPLE ROAD IGREENLAWN, NY 11140 I IthaltI I I ' Ix8 "Versatex' I I I I I Fascia Bd. w/ 52 NOYAC PATH _____________________ ---------__— ------------�— _ J WATER MILL. NY 119'14 ____ _________________ __________________ Half Round ---- -'- -- ------ -- -- - ---1x8"Belt w� �hiin �F-lar�t-Crewe--- ----�--- - --------- ----_-- AI G tt L '�----------------- - --- x8 "Belt m/ a FJare-�Cr�utn---- ��------- -------=------------------- ------------ ----------- I J I TEL 431 154-5555 amsrown— I WC CrarGhitCCt9gahOO.COU ------------------ .............•.•. ••I Linder Ix J Strap Post-/ I I Column Ga to Header II I I SEAL: I I lie � I I --n : r I 5/ x ---�-I - D I I I 5/ x '�,.•fL.. «yersatex I I L_ I, I I I « " e Cedar t Le I I I:I I I © Sidewall Shm es. c. w =Encase Taperedtere j:j I, I ® ® 6" Exposure (T ) Redr i ew mg S. � I x o ure I I I:I [j2 Ix6 Column0 I I — -I - - - - _ RE_________�__ ============_=_==________� ------------------- ------ ---- --------------I - ------------------- ------------ =------- stone e - Flare Shingle --4--- ------------= ------------ ------------------ L_ WLAtonleVe ch --—j ---- --————— =------------------- I 9'-2" 14'-0" I I I rJ 20,_0« I I 14'-0" i I I 11 ,_4, I 24'-0" I REV.: II I II I I I I II II L_ II II I I I I I I I I I I I I I I I I I I I I I I DATE: AUG 8. 2022 I I I I I I I I I I I I I I I J L I SCALE JOB NO: W202105 I I II II � II II I I I I I I II II �� II II I I I I I L_____-- -� _ _ _ ____1 -_-- J I DRAWING NO. rJLT________________r__I�__r_________-__________r__I�__T------___--__-____________________r___I�__r____________________T__I� r ��_____-____TJ L� I I I I I I I I I I __� I I L_—___J — L__J I L_ —J EAST ELEVATION A5 OF A9 Stone Faced Chimney FREDERICK Fr——————————————————————————— —— ———— —— ———--- ——————————————————————————- I , ROBERT II II II � ' WEBER II • II II ———— ———————— —————————— —— —— —————— — — ——— ————————————— -------- — II — —— ——— II1 ARCHITECT II / '� II — ----- --- ————— ———— —— —— —— Q'- - - - - - o1AFuture Hall Iii ° r bathroom 3___r7 I 12 I w 12 3 1/2 i _ 3 Ix8 "Versatex" I — / Fascia Bd. w/ - \ � Half Round o L_ _ __ ___ __ _ _ —-- -- ---- — Alum. Gutter r ---- --- ----- -- ----- - --------- W I I — --- - 1�1 II I ------------------------ ----------7---------------------------- II I :................................................................... .. ...........I !I II I I E 91 U79 II I I ® I V 1 I II I !! II I I !I II I I II I I I II IF-171 ! II I — 1I ICal 01, e' I I 12 I I IOver e d I. -- --- __ -- 11F la I I I I I I! I I I : iia I .•' I I I I I I I I I iiia .1:'• I I I I I �! I I I :::L•'� 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 I I I I I I ! I I I I I I I I I I I I I I I 1 --------- L---J------- ------� ------� Bl Thick NORTH ELEVATION Bluestone Cap DRAWING TITLE: ELEVATIONS Stone Faced Chimney --------------------- -- -------- -- -- -- -- -- -- ---------- -- ---- NN halt Root 5hingles I JOB: NEW RESIDENCE MEEHAN ------- 515 OAK DRIVE REYDON SHORES SOUTHOLD (BAYVIEW) TOWN OF SOUTHOLD I 5CTM9 1000-80-01-34 5/ x "Versatex"_ Ked Cedar I Sidewall Shingles. O EU " ARCHITECT: I 12 I / FREDERICK R. WEBER Ix8 "Versatex" 3 I / _ __ _ I 12 41 EAST MAPLE- ROAD Fascia Bd. w/ Half Round 3 1/2 GREENLAWN. NY 11140 I —' —d � I I Alum. Gutter 52 NOYAC PATH -` ------ ---- -- -- -- -- -- -- --------- - = --- - -==�_�== � WATER MILL, NY 11914 o � '--------- --f— ------ -- --1 ----------------- -- -- ---- ---------- - ----- TEL 41 ' uebere ch{t cytshoo5com I Bronze Screening I SEAL: in Mahogany Frames I I I Red ear : : . ....... .. ........ F6x6 P.T. Post, i ewa mg es. Encase in 8x8 © "Versatex Enclosure I I i I II l ✓Jt 1 -- - —————--— —— —————— —————— —————————--— ----- — L— --i— — — 1 4. I I I I I I ILLI=LJ�J 1 , I I I I �LL�T_iJJf I , I � I I I I I I I LJ-- ----1J II Ll--_:--—LJ REV.: ri I I I I ................................I. I I I I DATE: AUG 8, 2022 SCALE 1'-0" it I JOB NO: w202105 I I I I I I I I I L__LJ——————————————— —— —— —— — ---------- _ I DRAWING NO. JL TJ-1---------- ---- -- -- -T-- --r---__--__�--------_---i-T--L L J T--------- L———L-- I I --1-----1-------- J � A6 SOUTH ELEVATION OF A9 II 1/8" LVL Ridge Strap Ridge 12 Asphalt Roof Shingles, (High Wind Narking) 12 FREDERICK Shingle Underlayment li (Per Manufacturer) 5/8" Plywood II 1/8" LVL Ridge ROBERT ::.:.. Ridge Strap WEBER 2x10 R.R., 16" oc 6" Closed Cell Sprayy Foam Insulation (R39) 2x10 R.R. 16"oc : :1:;: :: < 2x10 R.R., 16"oc Asphalt Roof Shingles, 2x8 C.J;, 16"oc 2x8 C.J., 16"oc Ice d Water Shield :. ,3 (High lUnd Nailing) �C Roof Perimeter TELT 1'- Shingle Underlayment Hurricane Strap (Per Manufacturer) on All Rafters 5/8" Plywood Plywd, Sheathing 2x10 R.R., 14" oc to Lap Wall R o . ..... 12 1x8Fascia Bd. ................... .......................:............................................. 1/2 Round — Alum. Gutter ...... ............ ....................... ..................................... ...... : 12 1x6 TtG Soffit -� i -i STORAGE IeRoof Perimeter 5/4x4 Frieze Bd. BEDR 2 -i ao EEE11 � I = BEDR 3 ao BATH 3 Cont. » Window Head : O -- Unfinished i �4 - 12 .. .....................................:..................................... .. 6' 6" _ "Hurricane" Strap 3 _2, 12._8.. 3'-2 10'_4, 24,:0„ 1 _5., p 3 I/2 ; Rafters 11 1/8" TJI 230 F;J., IL oc \ — Plgwd. Sheathing .:... 3/4" PI wd. SubFloor wd Shea 9 `V 3/4" Plywd. SubFloor to Lap Wall R I6" TJI 560. 16"oc (29'-8") 1x8 Fascia Bd. o — 1/2 Round W I (3) II 1/8" LVL w/ (2) 11 1/8" LVL w/ '� Alum. Gutter I (2) 1/2"x 11" StI. E (I) 3/4"x 11" Stl, R Walls (Typical): I 1x6 TtG Soffit (� Cedar Srdewall 5/8" Type Shingles I GWB, Walls t v 30zx Felt. I -� 5/8" Plywood Sheathing _E± Ceiling (Seal i - KIT EN off Garage) 2x6 Studs, 16" oc g MASTER BATH I MASTS . DROOM �_ AT ROO POWDER Fm M E 2" Closed Cell Spray I cv O w Foam Insulation (R13) I 3 1/2" F.G. Batts (R13) i I 6" GARAGE: p o- 5/8" G psum Bd. Alt 2" TJI 2 0 Radiantl 'oc I 1734/8" TJI 230 F;J., 16"oc :r 11 8' TJI 360 .J., I6"oc 11 1/8" TJI 36 F.J., lCoc y W Shingle Fare (TypJI Plywd. SubFloor �; 4 1 3/4" Plywd. S bFlocr _ Block U , Tile/Mudset 11 (2) 2x6 Pressure Treated 511, ___ 5" P. Cc. Slab 5/8"0 A.B.. I6", 32" oc I :: 14 WW 6Re PIO/10 Copper Termite Shield {I• - F Reinf. pp � 4" Closed Cell Spray New �' "Roxul", •,I• .1� Sill Seal ►1 Foam Insul. (R26) in (For Fire Protec Box-Bay Area fetal: X-Brdg. 3 I/2" Steel Pipe I I I sMldspan Col. on 36"x36"xl6" I New Foundation Walls: I P. Conc. Ftg. 10" P. Conc. Found. Walls w/ I I I (2) 45 Bars, Top t Bot. t I - 44 Bars 32"oc Vert., on � � BASEMENT I 20"x 10" Cont. P. Conc. Ftg. I I 4 to/ (3) tt5 Bars (TypJ I I • r W I I 4" P. Conc. Slab I w/6"x6", 10/10 I �I WWF:Renf. II • I' •I r • , I I I I I I -----� L---- L- -- --J L---- DRAWING TITLE: SECTION AA � S CTIONS Ridges to Align --- -- _ JI II II 12 II If IL I ........ ....... I 8 9 2x10 Cont. I 6" Closed ell Sprayy Rafters, Both I Foam Insul tin (R39) Sides of Dorm r, I JOB: I Overla I ;:•:;•;:.. y + I 2x10: R.R., 16"0 shed Dormer RaFte I NEW RESIDENCE 1 10„ 2xI2 T ATTIC on2x10 Dormer MEEHAN Rafter, 12"oc -� ------ _--_-I 515 OAK DRIVE 2x10: C.J., 16"oc `' =:•::k:. :::- --- r =•• �<:�:.::�.:�... ---------------i- REYDON SHORES SOUTHOLD (BAYVIEW) .......L•VL••Hdr:................. ................... .. LVL Hdr. _ TOWN OF SOUTHOLD 1' o" .. SCTM 1000-80-01-34 int00 (3) 5 1/2" 12 ��� re "� e°o LVL Hdr. ARCHITECT: 3 1/2 Rail ,� n �� @� E—Clerestory r :Bo o Window FREDERICK R. WEBER LOFT 12 41 EAST MAPLE ROAD 1 II 1 116"oc ,�� com �\\ �.� 3 1 _ GREENLAWN, NY 11140 F.Add f r -- 52 NOYAC PATH I .. ........ ........... .................... WATER MILL, NY 11916 TEL 631154-5555 I:I ��1_L_. r,..�. .....•...........:. (3 1 i Pue erarc r ect9gah oocom(3) 9 14"; r L(3) II l/8" " Craven. . 0 LVL Hdr. 1x12 Frieze Bd. � I SEAL: R5/4 Blockin I j (Shngles Behind) — 1'-0" 10 -2' FRONT PORCH \ i EO ERSCREEN PORCH 6x6 Pressure Treated Post, I I "Simpson" MPB66Z PostBase I Iv�y I II l/8" TJI 360 F.J., I Fireplace I I Simpson' LPCZ Post Cap I V1 \ I 3/4" Plywd. SubFI00r Bluestone IIN I Bluestone s -- ------ - ---- --- -- 1y /� � • ± ``' •l 4" P. Conc. Slab 14' 6 �il 4" w/6"x6", 10/10 I I in I WWF RernF. I I REV.: o o n i DATE: AUG S. 2022 • i ° - BASEMENT SCALE : 1/4" - P-O" I I I I 4" P Conc. Slab j JOB NO: w202105 I I w/C"C, 10/I0 I I� WWF Relnf. 9 DRAWING NO. li LI L-------------- � r SECTION BB- OF A9 FREDERICK 4 31, ROBERT - F I N I S H S C H E D U L E WEBER SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS o W a H � v �Q) mLU LU LU LU z � Z co q a ARCHITECT x Z O a _ H _ Q W m m m < o U o W Q Q J U � O N »' cL ` W W _ ` V- W Wz 0 Q Q w Q a O U Q z x' m m z z to F- Q U $ \ Uc Q O u� w U O O Z w oc y- c�� p — ¢ 0. v oc awc cn ac oc = r- CLO O w N 0 ¢ �- ¢ � a[ w > p W z >- � U Z ¢ m Z z w o m 0 z z p- < k `_� w O z �t _Z Q J < .o O — O )- z oc W p > w i- LU W O O J O x Q ¢ w o ¢ d- O O I- 1 m U U — Z U i n v v z U a a > = m U cn U m > U z FOYER (Coats) 0 1 1 ® 1 0 1 0 0 e ® 9'-0" Paneling to 38" Hgt. GREAT ROOM 0 0 0 0 Varies W DINING ROOM 0 e 0 0 0 9'_0" KITCHEN 0 1 10 0 q'-O" PANTRY 0 0 0 e 0 q'-0" MUDROOM (Coats) e 0 0 0 0 0 0 9'-0" Vert. Bd. to 66" Hgt. U_ POWDER ROOM 0 ® 0 0 0 0 0 9'-0" Horiz. Bds, to 42" Hgt. {N LAUNDRY 101 0 1 1 0 ® le I I °I'-O" OFFICE 0 0 0 0 0 °I'-O" MASTER BEDROOM 0 0 0 0 0 91-0" V 1 MASTER BATH ® ® 0 ® ® ® 9'-0" V 1 MASTER WIC ® 0 0 ® e 9'-0" FRONT PORCH 0 1 10 ® 1 91-0" REAR PORCH 0 0 0 0 0 -o" 5 3 / 4111 COVE4 1/210 COVE SCREEN PORCH ® D 0 0 ® °l'-0" FULL SIZE FULL SIZE GARAGE 0 e Gel ® 5/8" Type "X" GWB MAIN STAIR e 0 ® 0 0 0 0 Varies Panels to 42" Hgt. BASEMENT STAIR 0 e 61 0 ® 1 1 Varies LOFT e 0 0 0 10 01 8'-0" Paneling to 42" Hgt. W BEDROOM 2 (WIC) 0 ® ® ® 0 Tray r IDC BATH 2 01 0 0 0 8'-0" w HALL ® 10 1 ® 1 10101 0 81-0" BEDROOM 3 (CL) e 0 e e 0 Tray U- BATH 3 e ® ® ® 1 10 1 1 ei I I CAP O BEDROOM 4 (CL) 0 1 1 0 0 0 ® Tray MOULDING CzV BATH 4 ® 0 0 0 ® 8'-0" STORAGE ® 0 ® ® ® Varies DRAWING TITLE: eVE FINISH ii.-: BASEMENT 0 01 0 0 g'-0" N MECHANICAL ROOM 0 0 0 0 T-0" SCHEDULE CAP CAP CAP MOULDING MOULDING MOULDING 3/4" TRIM FACE OF CWALL > COVE COVE COVE JOB: \ - NEW RESIDENCE MEEHAN lx(. HORIZ. Ix6 TtG 515 OAK DRIVE 5/8 WAINSCOTING 5/8 SHIPLAP 5/8 V-GROOVE REYDON SHORES 2 1/2" GWB GWB W/ NICKEL GWB VERTICAL STILES t JOINT BD. (OPTION SOUTHOLD lBAYVIEW) RAILS W/ BEAD) TOWN OF SOUTHOLD SCTMX 1000-80-01-34 31 BACK GYP. BD. ARCHITECT: BAND �., FREDERICK R. WEBER 41 EAST MAPLE ROAD r GREENLAWN. NY 11140 WATER VENEER MILL. NYH1191L v- VENEER C m PLYWOOD NOTE: 3/4" TEL 631 154-5555 � ALL ELECTRICAL RECEPTACLES zo BACK „ 1/ - TO BE INST LLED fweber`ar`clutect9gahoo.com 1/8 HORIZONTALLY IN BASE BAND 3/4x5/8 MOULDING (UNLESS OTHERWISE 1/4” NOSE t NOTED) SEAL: COVE PANEL r WINDOW / � MOLDING 3 4 WINDOW/DOOR HEAD CASING— T Iy P. 4" SQUARE EDGE Half Full Size Half Full SizeI/4 ' RECEPTACLE OVER BASE UNDER / / I I .� SHOWER CURB, r _ Ix8 Ix8 5/4x8 5/4x8 2 3/4" H. x 4 12" W. CABINETS, ETC. fJ+ BASE BASE BASE BASE (TYPICAL) M c<1 N REV.: SHOE <r MOULD DATE: AUG 8. 2022 Note: Where Window Sills SCALE : AS NOTED Occur Directly 1 Above Countertops, 1/2" 1/8" 1/8" I/ SHOE SHOE SHOE SHOE SHOE OUL JOB NO: w202105 Eliminate Casing and — = cn Extend Backsplash to WINDOW SILL— Underside of Sill \ WIDTH AS REQUIRED DRAWING NO. WINDOW 3/4 CASING 8" BASE (T i 4"' BASE (T Ical) ELEVATION � _ yp cal) yp SILL MULTIPLE UNITS FULL SIZE FULL SIZE Half Full Size Half Full Size A8 3/4 HORIZ. VERTICAL PANELING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS / 2 x 6 TIE 9 EACH RAFTER FREDERICK Joint Description ROBERT ICE SHIELD UNDERLAYMENT P Nail Sizes Nail Spacing 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 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 Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE Stud to Stud (Face-nailed) 2 - 16d 24" W CLIP NAILED. FROM PROVIDE 8d COMMON �MST31 METAL STRAP o.c. RAFTER TO STUD. - ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges NAILS e 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 TOP 2 - 16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TO 4. Bottom Plate to Floor Joist,Ban d joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1'2 per foot W EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING MST31 METAL STRAP TYPICAL e JACK POST _ Joist to Sill , Top Plate or Girder(Toe-nailed) 4- 8d per joist MST21 9 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end T w/ 4 - 8d NAILS 948" O.C. Blocking to Joist (Toe-nailed) 2 - 8d each end v EACH END -' TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block I I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist W METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist MAXIMUM. Band Joist to Joist End-nailed FLOOR JOIST Band Joist to Sill or Plate Toe-nailed 3 - 16d per joist = P ( ) 2 - 16d per foot DOUBLE TOPS PLYWOOD SHEATHING = ROOF SHEATHING PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4" o.c. perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel 1" x 6" or 1" x 8" 2 - 8d per support ," x ,o" or wider 3 - 8d per support SECTION ELEVATION CEILING SHEATHING W Gypsum Wallboard 5d 7" edge /10" field W SIMPSON MTSA 18 Z W/ WALL SHEATHING (6) Sd NAILS TOP t BOTTOM 9 32" O.IC. _ Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ ILJSIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP 'i t (6) Sd NAILS TOP t 7 /16- 6d 3" edge /6" field /BOTTOM 9 32" O.C. FLOOR JOIST - BOTTOM 32" O.C. 25 /32 8d 3" edge /6" field —NAIL SHEATHING TO SILL PLATE11777777;C� 11777 TOP OF FOUNDATION 8dAILO.C.N S 4 C O. Gypsum Wallboard " " YP d ....................... 5 a ..., . . ......... :.. �::.:•,_.. :...:�..:., �: ::., 7 DRAWING TITLE. ., ..:. (SHEATHING TO LAP SILL PLATE) ..... .:•.. . .... . .. ... . :... .�..::•::..:..... . .. . ...:.:,:.. ;< . ,,, edge /10 field N .'f REBA _ 2 5 R -,'• ��•�',�� ardb H 8d I .. „ .. ..-..., -.., .. : .. ..' .... :'•'.... :.., ,•,.. .�:. see table 3.9 �• _ see table ) CODE DETAILS 2 x 6 SILL PLATES Particleboard Panels 8d COPPER TERMITE SHIELD AQTREATED. Diagonal BoardSheathin9 I " " " 1 x 6 or 1 x8 2 8 d per support u of " " PP .•i.r� .;i•.wM1Y- �T� • •t ." ...:�:..:i,•.:Vis. EE FOUNDATION DW ':4. .••Y:•: �4'- •`:i'•: o wide 3 8d per support t S N G. PP rC...,• S.•f:. FOR DESIGN/REINFORCING '� �'•'''• •�` tet' ..; :�:;'••�J:,': ::�>: ':k',`a:�:•:!.'ji FLOOR SHEATHING Structural Panels 5/8" x 16" A.B. 932" OC. w/ 2'4"x3/14" WASHER. 1 or less 8d 6" edge /12" field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6" field STAINLESS STEEL) Diagonal Board Sheathing JOB: ISOLATE WASHER FROMHOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1" x 6" or 1" x 8" 2 — 8d per support SILL PL W/ FELT STRIP 1" x 10" or wider 3 - 8d NEW RESIDENCE per support MEEHAN 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed DRIVE OAK 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 515 515 OAKDON SHORES be doubled , or alternate connectors, such as shear plates , shall be used to maintain the load path. SOUTHOLD (BAYVIEW) 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 16d nail per foot. TOWN OF SOUTHOLD SCTM# 1000-80-01-34 ARCHITECT: FREDERICK R. WEBER • •PROVIDE. 86 CO•h1M0•N• NAILS•9. 6"• O:C.• • • 41 EAST MAPLE ROAD *T* ALL * RE'A'S* OF*ROOF *FURTHER GREENLAWN, NY 11140 • •THM-.4; Fi b*M •RIDGE=/kif /GABkE= , DESIGN CRITERIA: 52 NOYAC PATH WATER MILL, NY 11916 ' I I I I • • , GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 _ FIRST LEVEL - 40 PSP. L.L. FROST LINE DEPTH - 36- ---------------------- W 6" hueberarchitects9ahoo.com - ----------------- 11/4" x 20 GA. GALV. STRAP I I/4" x 20 GA. GALV. STRAP LIVING AREAS - 40 PSP. L.L. TERMITE - MODERATE TO HEAVY I, `�,�`` •••••••• w/ 5-8d C08MON NAILS IN w/ 5-8d COMMON NAILS IN BEDROOMS - 30 PSF. L.L. U'•',',' EACH END 16 O.C. EACH END 16 O.C. DECAY - SLIGHT SEAL: WW WIND SPEED - 130 MPH ! :,,•F- m• I I/4" x 20 GA. GALV. STRAP a; dc's wICE SHIELD UNDERLAYMENT REQUIRED - YES/ 5-8d COMMON NAILS TO 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B U.)W_ FDN. 916" O.C. w/ 5-8d COMMON NAILS IN 1 EACH END 916" O.C. y PROVIDE 8d COMMON NAILS 914" C. I Q�•� t�. AT ALL HIGH PRESSURE ZON�S z.w W. I NOTE: HIGH PRESSURE ZONES! ARE AL A EAS I �u-'a. 4'-0" FROM ANY RIDGE, HIP O.R GABLE D pa: , DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME ! °J<'�. CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. I � !!!! !I!� Q�.• u��,•^..4�ti:,.3�:.'�:`.t;,j,�r};�.sx`'� , •`i....5-: 2'-0" MAX. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CZ . . . . . . . . . . . . . . . . . . . . . 2'-0" MAX. . WINDOWSREV.:GLAZED OPENING 2 3d COMMON DATE: AUG S. 2022 NAIL 3 TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE AS NOTED DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE . ... . PLATE E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT ~ �' RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS JOB NO: w202105 OF 1/16" AND A MAXIMUM SPAN OF 8' 'SHALL BE PERMITTED AS OPENING ROOF FLAN PROTECTION. ATTACHMENTS SHALL 13E 2 1/24 #8 WOOD SCREWS, 10 OC DRAWING NO. g J FOR SPANS UP TO V AND 12" OC FOR SPANS BETWEEN 6' AND 8' (H T S sr GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A9 OF A9 ' WINDOW SCHEDULE Unit Model Area FREDERICK R.O. Opng Egres ROBERT ,_ ,� ,_ ' 24'-0" WEBER 21'-0" 13 6 10 4' ® ADH3250 3'-2"x P-O" Yes © ADH2644 T-6"x 4'-4" No ADH2438 2'-4"x 3'-8" No ARCHITECT E5 O ACRD20 2'-0" 0 No I A-f O ACW2840 2'-8"x 4'-0" No 6x6 Post, (8) Locations: w/ "Simpson" MP866Z Post Base O AAN2020 2'-0"x 2'-0" No w/ "Simpson" LPCZ Post Cap — � i I Q AAN21020 2'-10"x 2'-0" NO (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. I (3) 9 1/4" LVL Hdr. I HD BASEMENT 2'-8"x 1'-4" No ............... --------------------- ---- --------- --------- --r-- --- —•—•—•—•—•—•—•—•— O i i 11� I I + III = I Model Numbers Refer to "Andersen" A-Series, PG50, 11 I Low-E4 w%Argon Glass, Simulated Divided Light w 4 v u u III > U O U U I 'I (3) 9 1/4" LVL Hdr. M _ _ O_ (2) 9 I/4" LVL Hdr. DOOR SCHEDULE I \ ' x x x 1 x — ...... — — — r cn i cv ty ' tv -------------- - W o I I IA Width t Height I Urnt Model------------ ,/ ac U oo > I 1 Front Door w/ Sidelites 3'-0"x T-0" (Door) I (2) 9 1/4" LVL Hdr. (3) 14" LVL Hdr. (3) 9 1/4" LVL Hdr. I O - 1 I I I O "Simpson" 12) I'-2' x 1'-0" (Sidelitesl X X I I - "Simpson", 1504 (LH-OutSwin )) _ (4 Pane Glass-Top, I Panel-Bot.) O I Shed Dormer I i i O I 11 2 p g 2'-8"x T-O" (Door) CN I(2) 1 I/4" LVLI r. I I ____ i i - cy (2) 9 1/4" LVL Hdr. �, I I 1 1 ; ; —,— I I I "Simpson", 1504 (LH-InSwing) N _ N (4 Pane Glass-Top, I Panel-Bot.) 2-8 x 1 0 (Door) VX NN / NIN Marvin CUSFDI2010-OXXO-RH 12-0 x 1-2 I/2 II 1/8" TJ( 230 16 oc m I u j u j u I LI II 1/8" TJI ?230 I6" oc Clad Ultimate Sliding French Door (R.OJ x8 C.J..'I oc �cn ' I I I I I / 16 TJI 560 I 16' oc I _ I * "Marvin" N N L _ O Clad Ultimate SlidingFrench Door (R.O.) aC I p= III _ Marvin CUSFD60R10-XO 6-0 x 1-2 I/2 III------ (3) 11-1/8": LVL I I I 1 5 \ - 1 I II I I I 1 Verify Operation � . cv I i I I I _ �• I --------------- W > II � I I 2 * Alternate 11 42" iC ihn I Celli XIII V- E:1 �� I '2x8 R., 16"oc �� 9 \ i 111 Firebox IRidg I Line of Ceiling Break Above I Ride v�I L a, ` 60 1 ------- ------ rn0- 17- Coat ♦ j- I i • a 1-'------ --- - r -- -� � i a 1 = I I m I I i A0o'k ` I - m m `� I 1 ------------- J I I u II I 1 III a (3) II 1/8 LVL O �\ I I A - ♦ of 1 ' I============^============ = I c I I I l p i I I 4„ I I I 15,_2„ I I = 20'-0" I I i 13'= � L AA7 i Q 10'-4„ 11 1. 23' 0" -1 6 A� 2' R1 I I ao 00 --L- Ridoee Above-----_--`� I III Qm I a I � I I III - I ...................................... _. DRAWING TITLE: - -- --- - - ------- co �,I rnl (L I ll- I (L I I i I (2) 9 1 4" L H r. ,�I I I I ,- I L2�110 R., 16 oc I q I I I _ I I i / 16" TJI 60 i 16" cc i _ 2ND FRAMING AC #IA I x8 C.J., 16"oc I I I I II 1/8" TJI 230 s' 16" o m L (IST FLOOR) (3) II 1/8 LVL 1 i .—.—.—. _._ Drop--ader II 1/8" TJI :230 9 16" oc = O �� i L___ i I 'I ----------- �2x10 R.R., I oc i III_ (2) II 1/8" LVL IFI ca ca I I u `9 I O O r I 1 I= °o I rn �' I I i rn LI 2�c'8 C.J. ;16"oc JOB: n tY mp m I I = NEW RESIDENCE II 1/8" TJI 2�O 16" oc I I I I MEEH,gN / ry I < I ,......... i . : ? / xqj rn - -OD 00 10 I /' I I F-F1 515 OAK DRIVE �j _ I REYDON SHORES �V COP OD I _ I rn D 16 I L 2) 9 I/4" LVL dr. TJI 560 1 a 16" oc I r- SOUTHOLD (BAYVIEW) (2) 1 I/4" LVL Hdr. I I m Q I I ! I TOWN OF SOUTHOLD 0 SCTM# 1000-80-01-34 (2l 1 I/4" Lyr Hdr. (3) q 1/4": LVL Hdr. II 1/8" TJI :230 0 16" oc AC #1 #2 1 1 2x10 R.R., 16"oc u v I `-------------- ARCHITECT: (2) 9 1/4" LVL Hdr. I I ' a ao �� 1 I I '1 vii' - - - 7 FREDERICK R. WEBER � I 1 (2) 9 1/4" LVL Hdr. GR ENLAWNPNY 11140 U E ROAD u 52 NOYAC PATH O I / N c� N cN — - WATER MILL, NY 119%, 1 . 1 (2) 9 1/4" LVL Hdr. ................... = B1- ---------H_4: TEL 431 '154-SS55 (3) 9 1/4" LVL Hdr. (3) 9 1/4" LVL Hdr. Pweberarchitect�yahoo.com 6x6 Post, (3) Locations: w/ "Simpson" MPB66Z Post Base w/ "Simpson" LPCZ Post Cap SEAL: 20'-0" 14'-0" 10,_4" 24'-0" ; 1 t , -r FRAMING NOTES: A-1 I. ALL FRAMING LUM5ER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 2 TO FOUNDATION WALL TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 0 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. T-O" 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. REV.: 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. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 2ND FDATE: AUG 8. 2022 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE : 1/4" = I'-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ( IST F JOB NO: w202105 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 80 ° 4" O.C. EXTERIOR EDGES AND 6D s' 12" O.C. INTERMEDIATE. DRAWING NO. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. e 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE A5 PER MANUFACTURERS RECOMMENDATIONS. st 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS e 24" O.C. 14. PROVIDE FIRE5TDPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF S2 WINDOW SCHEDULE Area FREDERICK Unit Model # R.O. Opng Egres ROBERT 20'-0" 14'-O" 10'-4" 24'-0" ® ADH3250 3'-2"x 5'-0" Yes WEBER © ADH2644 2'-Vx 4'-4" No ARCHITECT © ADH2438 T-4"x V-8" No B O ACRD20 2'-0" 0 No Al O ACW2840 2'-8"x 4'-0" No O AAN2020 2'-0"x T-0" No OG AAN21020 2'-10"x 2'-0" No i O Model Numbers Refer to "Andersen" A-Series, PG50, r Low-E4 w/Argon Glass, Simulated Divided Light w ROOF Q M 3'-2" 13'-8" 3'-2" (2) 1 1/4" LVL V 1 (Dormer) DOOR SCHEDULE W I I I j Unit Model u Width t Height (2) 2x6 I I 1 (2) l I/�" LVL (3) 5 I/2" LVL Hdr. Studs (Tgp.) (2) I/4" LVL ROOF �. O Front Door w/ Sldelites V-0"x T-0* (Door) I v I I Simpson (2) 1 2 x T-0* i5idelltes) I n'- I — I I I i \ I I 3 "Simpson', 1504 (LH-OutSwin )) I 4 Pane Glass-Top, IPanel-Bot.) 2'-8"x l-0„ (Door) Seormer TrayCeiling u Tray Ceiling 2x10 R.R., 16"oc 2x10 R.R., 16"oc "Simpson". 1504 (LH-Inswing)o -8x Itch Flat Ceiling Ptch> tch Flat Ceiling Pitch (4 Pane Glass-Top, I Panel-Bot.) 2' 1-0" (Door) 1 10 — 2x8 Cl..T.. 16 c I "Marvin” CUSFD12010-OXXO-RH 12'-0' x T-2 1/2' r 2x110 R.R., 16 ., .,"oc I 2x10 R.R116"oc 2x110 R.R., 16"oc I 2x10 R.R116"oc j \ ® Clad Ultimate Sliding French Door (R.O.) 1 I I I \ ` I I 5 "Marvin" CUSF060RIO-XO C-0' x T-2 1/2" I 2x8 CI.T_ 16"oc 2x8 C.T.• 16"oc T _ I Clad Ultimate Sliding French Door (R.O.) Q) I 1 1 2x10 R.R., 16"oc I I x I v I I I I Verify Operation �"T1 U1I I a \• I I �..J� I I C if iv I IC III I I Iry \�� I I I RI JgIe I Line of Ceiling Break - I IRI ge__ I------------ ------------tt� I ao 07 ./. I � 1 u x \l 1� ..... ....I. 1 100 — -- --L-- i I A > I I �.I. T I C,I I Icv \ ° I 8' Ceding A �' \ I A� •��•• 8 Ce I I ¢.J' ': I I• I I I Ridge (2) 11 1/8" LVL \� I p I 2 I 1 I \ --- ----------�- ----- ----------- --------------------- I i DRAWING TITLE: /.. I I I `V ROOF I I °P I I I °x° Overlay I °'� I Attic I cv Tray ICellirig�._---1--_ I I I cv Roof t�.,�. Access 1 I 1 / I I ROOF FRAMING Ica 8' ellin OverlayI �. r I (2ND FLOOR) Roof (3) II 1/8" LVL ....................-. .� I----� / 1 2x8 C� '.;'16"oc — — — — — ----- -- ---------- 1 ---- ------------- L - I Ove Ridge — Drop Header II 1/8" Ridge' Irlay 4&' oofOverlayRRoof III1 IIIIIIII / . ., ,,r xx IIII IIIt1II JOB:8' CeilinVo v0NEV RES IDE N CE 00 w OD / MEEHAN 16"oc 2x10 "oc• Rr- I 9)1 �o 515 OAK DRIVE/2xa cjJ.. 60c 2x10 R.R., 16"oc 2x10 R.R., 16"oc REYDON SHORES 5OUTHOLD (BAYVIEW)2x8 C'.T., 16"oc TOWN OF SOUTHOLD L� / 2x 10 R.R., 16"oc I2x10 R.R., 116"oc 1j I II II SCTM# 1000-8 0-01-34 (2) 1 1/4 L (2) 1 X/4" LVL 2x8 CI.T., 16"oc (2) 1 j/4" LVL ARCHITECT: Flat Ceiling PitItch h FREDERICK R. WEBER 0 � 41 EA5T MAPLE ROAD I I � Tray iCelling � l2) 1 I/4" LVL GREENLAWN, NY 11'140 52 NOYAC PATH ROOF WATER MILL, NY 11911. (2) 1 I!4" LVL TEL 431 154-5555 fweberarchitectsgahoo.com SEAL: 10'-4" 24'-0" ,•a,/IFRAMING NOTES• B 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 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 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-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 t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. REV.: 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. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. DATE: AUG S. 2022 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ROOF M 2-1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE I/4" = I'-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ( 2 �I FLOO 1 JOB NO: w202105 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 l ' `l l -A AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. S 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D- 0 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. DRAWING HO. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ,ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 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 PERIMETERS. HANDLING. STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. S2 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS s' 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. OF 52 I5. 13RIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. ELECTRICAL SYMBOLS FREDERICK APPLIANCES : PLUME3ING NOTES : SYMBOL DESCRIPTION ROBERT OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR DUPLEX RECEPTACLE WEBER I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. �w.P. DUP.REC.-WATERPROOF I- RANGE: (6) BURNER DUAL FUEL, 36��. BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 0GFI DUP.REC.-GROUND FAULT 3- WALL OVEN: 30" DOUBLE ELECTRIC WALL OVEN, 30 AMP CIRCUIT 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ® DUP.REC.-FLOOR ARCHITECT 4- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. 5- DISH WASHER: ELECTRIC & PLUMBING 6- ALL SINKS ARE TO BE UNDERMOUNT DUP.REC.-(I)SWITCH OPER. 6- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED I5 AMP RECEPTACLE -I- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. SPECIAL OUTLET -I- KITCHEN HOOD: 36"Wx18"H x24"D, CT EXTERNAL BLOWER, 900 CFM 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, GRILL, AND GENERATOR. 8- WASHER: FRONT LOAD 9- DRYER: ELECTRIC DRYER O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG_ (Porcelain) { I RECESSED-CLG. r w WALL MOUNTED i ............... ------------------------- ----------- ----------- ---------- ----------- ---------- �] C� FLOOD -------------------------- I 04 RECESSED CLG- DIRECTIONAL i i II I I I I s0 SHOWER LIGHT (Wet Location) � I I 1 0- UNDERCAB. FIXTURE r II '� G I I ©4L- DOORBELL/CHIME i i I I I I� I I I I 1 Q EXHAUST FAN Sura Surfac Surface ...... ... ........ .. ............... . ... ....................... . ........................ .................................... . ...................... Hose PADDLE FAN T v 1 I Bib - - -------- sP SPEAKER ------- - ' --------- --------- I�� GFI p TELEPHONE j y Hose i I O CABLE TV Bib I i' Surface ---- © CAT 6 't' w.P. w.P. THERMOSTAT I I 1 O MOS I \I I I p 3 GFI 1 1 I - 1 GFI I I FAN/LIGHT I I ---- I DW i I I I I I I I Sin "' wP Ovhd.j O CO/ SMOKE DETECTOR it I I I 3 D \ D 00� SWITCH SWITCH -WA 3- Y $ 4 SWITCH WAY `H�GFI I I �, �� I I p SWITCH W/ DIMMER w ,� `� 1 ___ w SWITCH WATERPROOF II W TO 42 I IChandelier Ref. \�� ` *J tern to JAMB SWITCH ------- -- -- - -- ----� I I I KP KEY PAD � Firebox I 1 1 Pe dant: LL —— r I Hook \�� -- ----------- 46 I J To II I I I 2nd I I I Ra ipo II I I I I I I I Ovhd.l Y I I I 1 1 i Ex I I I I I I I I ,P n an Fa I Door Ir IV IV D I I I I I I - _ ----- ---L— ------------ -------\ DRAWING TITLE. , Sink: I � I / I ...... '� �a i o ,T i I i i I I I ELECTRICAL AC UTA I I I / I I I I I I WO 1A I ' I I IST FLOOR I I I I � I I I I 0) p ________________________ 4 3 OGN ------------------- �-------------- �i I I 31 i 0 I I Surface Surface : I ------------ i i Surface � 1 1 � � ,� I �-- W JOB: I i Surface Ovhd.l Up I6R I I I Door NEW RESIDENCE ,......... .......... TV Surf ce 3 ® i I $ MEEHAN o I i I � I Charidelre � I R5 OAK DRIVE To 3 I� O I I YDON SHORES 2nd To D 16R I/ IB I I SOUTHOLD (BAYVIEW) B Hose : : Bs t 5,jh 3 i i i TOWN OF SOUTHOLD 1 I SCTM2 1000-80-01-34 AC u1 AC 42 w ' �' `� I L--------------- Hose I ARCHITECT: Bib I 0GFI I I FREDERICK R.• WEBER I 41 EAST MAPLE ROAD GREENLAWN, NY 11140 II i ow 52 NOYAC PATH I , WATER MILL, NY 111916 -- ------- --------------- TEL 431 154-5555 f oebererchitectmyahoo.com �To Post SEAL: . Light c r T t ELECTRICAL NOTES : '�1 � �A I- RECEPTACLES I "DIVA" TO BE "DECORA" (LEVITON), WHITE. TO BE: DIVA (Slide Control) WHITE. $� 2 DIMMERS ELECTRICAL 3- RECEPTACLES TO BE HORIZONTAL MOUNTED IN BASEBOARD. Y 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. p :{* 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE IST FLOOR DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. y 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS. AND INDOOR/ OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). 1/4" - 1'-0 " 1- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. REV.: ELECTRICAL FIXTURES : DATE: AUG S. 2022 OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- CHANDELIERS (DINING, FOYER, LIVING ROOM, ETC.) SCALE 2- KITCHEN PENDANT JOB NO: w202105 3- BATHROOM WALL SCONCES 4- SURFACE MOUNTED CEILING FIXTURES 5- ALL DECORATIVE EXTERIOR FIXTURES DRAWING NO. 6- PATH AND POST LIGHTS (12OV, Line Voltage) 7- PADDLE FANS ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4" ROUND HOUSING '',8 TRIM (White) El 3- ALL CAST ALUMINUM (WHITE) DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN LED STRIPS OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT DUPLEX RECEPTACLE WEBER ow.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT Q� DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. �O WALL MOUNTED CC DUP. FLOOD ( ) 04 RECESSED CLG- DIRECTIONAL s� SHOWER LIGHT (Wet Location) C —� UNDERCAB. FIXTURE W ® Q DOORBELL/CHIME D EXHAUST FAN F"�1 PADDLE FAN �n V 1 sP SPEAKER r I Z� TELEPHONE w I O CABLE TV � I I I © CAT 6 � i I I (D THERMOSTAT I I I I I I I I I I I I FAN/LIGHT I I I I I II I I I i I I I II II I I I I I CO/ SMOKE DETECTOR I I I II II I _ I l I I I I � I I I I I I I\•\ i � SWITCH I I II II I I I I I I 0I I I I I •\ i I $ 3 SWITCH 3-WAY I I II II I I I I I I I I I I \ I 4 SWITCH 4-WAY I I I I I I I I \ I I 4D SWITCH W/ DIMMER W I I I i II II I I I TV .. ... i t st i i TV i I i \ i i � w SWITCH WATERPROOF rT1 I j I I I I I t \ I JS JAMB SWITCH w I I I I I Cha deller I I I I \ I I I I I --rr----------- ,_�------------r t------ I I I KP KEY PAD I !•'' • '' I I I I I I --L-- I �• ----- I i -------------- --------------------- DRAWING TITLE. ... . . ...........I......................... .I...........::.:%::;:......I I O I � I I I I •• I ''. I I I / P I ELECTRICAL 2ND FLOOR Surface —.—. — —'— — — — — — �............-.. - ------------------- L —.— — — — —.—.—.—.—. — -------- ------------ue �. .... . . / I I AL I I I I •\ I I I / I I I I GFI T �•. I I / I I JOB: � . T77 / I I NEW RESIDENCE Surfair 1 :a j.: ( i i / I i MEEHAN 515 OAK DRIVE \ I I I P REYDON SHORES `.•\' . L I I I i I SOUTHOLD (BAYVIEW) • � I I I I I I I TOWN OF SOUTHOLD 4 4I I I I SCTM# 1000-80-01-34 I I TV I I I I O i i I i ARCHITECT: I FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH WATER MILL, NY 11916 TEL 631 '154-5555 fweberarchitectilyahoo.com SEAL: ELECTRICAL Y V i0{ 2ND FLOOR ° s REV.: DATE: AUG 8, 2022 SCALE : 1/4" = I'-O" JOB NO: w202105 DRAWING NO. E2 OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.-WATERPROOF 0GF1 DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG_ 0P SURFACE MTD.-CLG. 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NY 11140 L---------- t'F1---------J I I I I I WATER MILL,ATH NY 11111, I I I I _________________J II �_________________________� ------ -- - ------------------------------- - TEL 631 154-5555 ........................ ............................................................................................... . -------------------------- --------------- -•JI L---------------------- - -------------- - Pweberarclatec0gahoo.com SEAL: � n REV.: DATE: AUG 8. 2022 LECTRICAL SCALE : 1/4" = I'-O" FOUNDATION PLAN JOB NO: w202105 Z 114 1 1-0 DRAWING NO. E3 OF E3