Loading...
HomeMy WebLinkAbout49727-Z l (xJ lE RIM N,T FREDERICK g' 'd SITE DRAINAGE: ROBERT WEBER DR# AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) A HOUSE (REAR) 650 sf x .166' Rain = 101.9 cf (1) 6' Dia. x 5' Deep w/ 111.5 cf ARCHITECT Traffic Bearing Top B HOUSE (FRONT) 416 sf x .166' Rain = 69 cf (1) 6' Dia. x I' Deep w/ 89.2 cfTraffic Bearing Top House and Porch Roofs to have Gutters il Leaders B A4 Connected to Underground Drainage Structures (Tgp.) 6'O Ring: 22.3 cf/Ft of Height 8'0 Ring: 42.25 cf/Ft of Height (Overall) 8'-0" (Proposed Addition) (Existing House) W Areaway fto Basement 6"0 Floor Drain N/F EHRLICH rto Drgwell rT, I'-0" 4" I I I i 12' 0" 4'-0" 8" 3'-0" w N26° I�' 0O" E 5 .0 0 = (12 re ds 12 ) I I I I P, Conc. S air Had DrAp aw ting r__ i _ i _ i _ i _ _ _ Ral "Id , y T/l ......................................................I.. 00 00 9 g i i eam�Dr � ll` I �Pocke Iressure 1 \�. ri I I Elector I Treated Subfra 1 • (n I I New 2x10 F.J., 16" 06 , f' BR Wall \ I I Above j 18" I 8,_2„ ll'-6" 8" E i C Q 1 i 12'L' I I a0 v I i I Expand Existing j W 1 i 'cn 11 BASEMENT FRO.P.©.5 A4 ED1 2" Closed Cell L I I I New 4 P. Conc. Slab I A- N ADDITIO.R.I Above i Spray Foam Insul. x I I w/ 6"xd" 10/10 WWF I Q _----_-_-_ 77:I Q = 1 I Full Hgt. (RI3) I 1 1 I Q I co 2x4 Stud Wall w/ 1/2' GWB Z M M I I New 2x10IF.J., 16" o� -rr Q EXISTIRIG. n = ;flQ,RCH, , 70 „ 1 I New (3) 9 1 ----, 3 1/2"0 Steel O ;(Neyr,Liym )� n Pie Col. on _ _ 1 - _ _- _- -_ I Pipe Col. on 1 1 g r 3 11/2 � Steel i i Up 13R 30" 1 I 30"x30"xl2" 1 ' 29"x24"AT _ ---- > -___ _= I P. Conc. Ftg. 1 DRAWING TITLE: N ; . . . . . . . . .� 2 39' P. Conc. Ftg. I�4" ____ _ ___ I ��� I1.5' - Ii `; STORAGE New 2x10 F.J., 16" oc I 1 SITE PLAN �, 8 2 i I II e _ FOUNDATION --- i Z _ - I I.... I I`rl I I I I 1....................1 I I �I I I I I New 2XIO F.J., 16" oc G 3' yr I 1 Stoop i ---- i 18"xld" P. ' o a, EXISTING I-STORY I _ O U 42" FRAME DWELLING Q � I Above Druell�` Q, 3' (Renovate) `'' I I-- --J i= + — — — i '1 I I I - — — — — — — "— —— —I— Conc. Pier M New (3) 1 2 L L F I New (3) 9 1/2 LVL F.J. i QI - + - - - —_—- - - - - a- Q 'g w 5 Q I °D :� i II i w/ (2) 3/8" x9" Stl. IP_tm r 3.9' 31' Q I I L--r_J L- JOB: w Existing MT. BATH 3 1/2"o Steel I New 2x10 F.J., 16" oc i RAMONE FRONT PORCH w j i 8' Pipe Co. on I I I ,� 30 x3o xl2 1 I RESIDENCE I i 1 3 Conc l2" i Excavate Crawlspace I I - New BASEMENT I 130 VILLAGE LANE 1 I I I New 4" P. Conc. Slab i ORIENT, NY 1 = I w/ 6"xV 10/10 WWF 1 5 2�� l�' 00" Ul 5I.00' -� 8" , 8'_9,. L- -J 8'-II" II' 18" I TOWN OF SOUTHOLD Half Height W II ........................ I New 8" P. Conc. Found. SCTMtt 1000-18-05-OL w/ Stone Cal, p Wall w/ (2) 45 Bar I Glass Shower i �Rdmovl Existing CJ 1 Top t Bot., 44 Bar I Enclosure Firepla a Base, 1 1 32" oc Vert., Dam roof ARCHITECT: VILLAGE LAME p - ( _ 36 =° Below Grade (Typ.) I 2" Closed Cell 1 FREDERICK R. WEBER MECHANICAL I I +� Spray Foam Insul. SITE PLAN y r - i New 18"x 10" P. C c. G EAST MAPLE ROAD o� I i T 5/8 GWB N 0) Full Hgt. (R13) I Ftg. w/ (3) 45 Bar GREENLAWN, NY 11140 I I i ( 1 2A Stud Wall �•w/ 2" Keyway (Tap.) ti �� `� = x " w/ 1/2' GWB I y y52 NOYAC PATH 1" = 10'-0" ��1- 0D I I i WATER MILL, NY 119'14 `� j New 2x10 F.J., 16" <c New 2x10 F.J., 16" oc I New 2x10 F.J., 16" oc i I � I _ I TEL L31 154-5555 CLAUDIA t JULIEN RAMONE \ I fweberarchitectmgahoo.com 130 VILLAGE LANE N Wall Mount i Tanik ilte Pump Beam S�Ovi Amp 1 On-Demand I L----------- --P Pocket I I HAMLET: ORIENT � Gas-Fired --------- --------- - -- TOWN OF SOUTHOLD Water Htr. SEAL: _. SUFFOLK COUNTY NY L------------------ - _ ---— --------------------- (Heating Equip. �� f to be 95Yo L _J2x Wall L J SURVEY INFORMATION: �'+ --' s"xl6" P. `1 ` „ t ` Efficient) I I III ,. c- _ 00 Q0 III ° I I Conc. Pier STANLEY J. ISAKSEN, JR. i I i N i I +.s � ,0 DECEMBER 18, 20071 �, Ir-9° IIt-4 : 4'-4" r- � Ir-9" I`', AREA: 3,990 SF (0.092 ACRES) i r i z i-rt 'I 16"AL" P. Conc. SCTM 1000-018-05-06 - i I — — — i � I Pier, 3 -0 NOTES: I I Below Grade (Min.) L r--J(2) 2x8 GirderL-- J L_ ________J All Framing Lumber I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER SOUTHOLD ZONING: SQUARE FOOTAGE: Profile of Step in Porch to be PARALLEL PARTITIONS AND AROUND ALL OPENINGS. Pressure Treated R-40 (NON-CONFORMING LOT LESS THAN 20,000 SF) EXISTING: 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. EXISTING LIVING: 853 SF Front Section: 580 SF �- AUG 2, 2024 SETBACKS: EXISTING REAR PORCH: I01 SF Rear Wing: 2l3 SF DRAWING S C H E D U L� 3- ALL FOOTINGS TO BE A MINIMUM OF 3 O BELOW GRADE. REV.: NOV 10. 2023 FRONT YARD: 35' TOTAL EXISTING: 960 SF B 4- BASEMENT SLAB TO HAVE OxO 10/10 WWF REINF. SIDE (MIN. ONE): 10' A4 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. DATE: SEPT 10. 2021 SIDE (BOTH): 25' PROPOSED: DESCRIPTION 30'-6" REAR: 35' 5- ALL STEEL GIRDERS BEARING ON P.CONC. CONVERT EXISTING REAR Al SITE PLAN/ FOUNDATION " " " SCALE: 1/4' - 1'-0' LOT COVERAGE (MAX.): 20% PORCH TO LIVING SPACE: IOl SF FOUNDATION WALL TO HAVE 4 x6 xl/2 B.PL. PROPOSED ADDITION: 61 SF (UNLESS OTHERWISE NOTED) TOTAL PROPOSED HOUSE FOOTPRINT: 1028 SF A2 IST FLOOR PLAN JOB NO: w202OO4 6- ALL COLUMNS TO HAVE 6"xlO"xl/2" B.PL. EXISTING FRONT PORCH: 38 SF TOTAL LIVING SPACE: 1021 SF A3 ELEVATIONS (UNLESS OTHERWISE NOTED) DRAWING NO. TOTAL LOT COVERAGE: 1066 SF (26.7%) OUNDAT IO i , 7- STEEL SHALL BE ASTM A-36 (EXCEPT ' A4 SECTIONS '�`I` � PIPE COL WHICH SHALL CONFORM TO �� ASTM A53 ROUND PIPE). STEEL WORK SHALL- SEE ZONING BOARD OF APPEALS DECISION 414971, JUNE 11, 2021 A5 CODE DETAILS CONFORM TO THE LATEST AISC SPEC. FOR SETBACK AND LOT COVERAGE VARIANCES. SI ROOF FRAMING (IST FLOOR) I/�f" = I'-O" D Rcgfl�lqo Al EI ELECTRICAL IST FLOOR PLAN J V A.U;; OF A5 FREDERICK ROBERT WEBER ARCHITECT e V (Addition) (Existing) (12 Treads 12") (Landing) w r Guard Rail o Base Drain Basement DrywellBelow 5' S" 2, 6N ,_5N T-V 11_41# w R O.= P. Co tair R. G A o e i I R.O. E Ha d all -� rn V 1 WINDOW SCHEDULE W ;- Pitched u1 Flat I I I Pitched Pitched j Flat 11 Pitched Ceiling to Ceding i I I m Ceding Ceiling I Ceding Ittj Ceiling Area 1 I I Unit Model # R.O. Egres a'I i I I Q'I 1 m Opng UI I I IU UI IU i° of �I I o of 1 o r ® ADH2840 2'-8"x 4'-0" No II 1 1 I � �i BR I I i I �I 9 1 1� " _j i i� © ADH3250 3'-2"x 5'-0" Yes 0 0 4 II 8 +III I 14 I 8,_4„ I 4„ O A Stone 2. .... . ..i.- - - -I- - - - - - - � I 1 A © ADH2450 2'-6"x 5'-0" No PATIO I A 10 � � � I I I A4 �- Remove >i i I C I I I it Z.0 J 8 Grade Dn I- porch Existing vi i I 1 BR 2 I - 0 O A4 Q AAN2020 2'-0"x 2'-0" No <�f I° I I N 2R I QC� I I -i I I EO ADH%40 2'-6"x 4'-0" No C11I II I � i Reconfigure I I I 3 Existing I FO AAN2824 2'-8"x T-4" No --3- --�-- Interioq Walls I CL `r j LAUND Y1 -- 26 _ GO AAN2620 2'-6"x 2'-0" No -- 30" Q 4" 3'-0' 4N 2C" 2„ 14 3 4" I'-10"4" p 2'-10" 4" -1 1 IPL tic Linen H ADH2834 2'-8"x 3'-4" NoDRAWING TITLE: Icessli -- v- J ACW260 2'-6"x 4'-O" Yer=___ ILL ,_O„ -- Dn 2R Model Numbers Refer to "Andersen" A-Series, PG5O, ---_ i i o p o Low-E4 w/Argon Glass, Simulated Divided Light �l Dli O Overha g-/ - - N i i 30N I "' N '4- Bracket it I m S AI O _ cc ' tr'one Hearth '�I ' '' � Pantr ' ' 'Refri . -�- JOB: I .1 g I DOOR SCHEDULE I I 'I I � I I I I �I `-- RANONE Li 11 11 12 kopane-Fired \oo I :I Roo g o o RESIDENCE ® °p :Prefab Metal n, i I .r/ iv d Unit Model # Width l Height I I I A. I I I New Windows `�' iFireplace, Direct %�f '�/'ent. Selected ' ' \ . F / I-- 130 VILLAGE LANE in Existing I• I I : i I I I Front Door w/ Panel Sidelights 3'-0"x 6'-8" (Door) Opening lTyp.) Ib$ Owner Remove \.�''y I ;� g ORIENT, NY Brick Chimney h�y '}. / ; ndersen G 6 6 -0 x 6'-8 © i i i : i Above Frenchwood Glidin Patio Door (R.O.) SCTMTOWN OFIOOOU IS 06D-OL 1 i LIVI�IC; ROOM Line of Ride' DI ING ROOM i i i KITCHEN 1q:) "Andersen" FWH102968AR 2°-q x 6'-8 i I-� .— —. —.— .—,-+-.—•-+-•—•I_I , Sink O N Frenchwood Inswing Patio Door (R.O.) Above I.I — — — I ARCHITECT: Og.... 3 -3" II III1I =r-i I'IIII• I'IIII I''IIII ;:;I'IIIi � II ::II III I•,--�JIII'_:;;LLIII n� Above � "Thermatru M o del S2102Remote Existing Cedlhi, Basement Door 3'-0"x 6'-8" (Door) 0pen S -e-to Raft r ................ FREDERICK R. WE BERi ; l Above w/ Beams t I IExisting I I Rafter Ties DW' : 41 EAST MAPLE ROAD E , II14ORemove Existing InteIrioIr Walls Fireplace Verif Operation 52 NOYAC PATH WATER MILL. NY 114116 00 0 I; I I � I I ;I I ; I TEL 1.31 154-5555 I; I I � I 1I i � l II I � I I ;I I ; 1 c., i :I I •I i ; I fweberarchitectOgahoo.com r-- I. I I � I c<1 I I I I I I I I I Cn SEAL: II II I •I i• I ' iv ® ® ® New Windows `G9`y m Existin (A-) %{ `` Reconst Opening gg /� •, x I=R�4M(NC� NOTES: P 9 (T9P•> � ' Match COVEKirb Ffl I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER __-_ Existing Rail 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. of r 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Match ' TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. . ' Step Existing Post 4. ALL HEADERS C-O" 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. 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. II'-10 I/2" 6'-q" PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. II'-10 I/2" 6. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. AUG 2, 2024 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. g REV.: NOV 10. 2023 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. A4 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 30'-6" DATE: SEPT 10. 2021 AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. KEY: SCALE: 1/40 - I'-On 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. NOTE: Existing Frame Wall JOB NO: w202OO4 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" IST 20OR APPROVED EQUAL. EXISTING (2) BEDROOM SINGLE FAMILY DWELLING, OOPLAN ,� -- New Frame Wall 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, INTERIOR WALLS TO BE RECONFIGURED BUT TO A DRAWING NO. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS REMAIN A (2) BEDROOM SINGLE FAMILY DWELLING y 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. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA. GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR REAMS. SPACING NOT TO EXCEED 8'. A 2 OF A5 FREDERICK ROBERT WEBER ARCHITECT 12 6 2/3 Ex (t) : ---———————————— —— —— —— ———————— ———————— ———— —— —— —— ———————— W H ------ -- _ ------------------=------------------ ---- -- - -- ---- -- - - -- -- --------- ------------------- -- ............................ ............................ . ........ .. .......... ......... . \ \ I -New Uirect ` I �® ardl lank" ent I I ardi lank" I I I I I J i E E ELIE I I Sidin I w I I I I Guard Rail O - ----- -- - - I --- -- -- ---- ---- -- —--- ---- -- -- -- - ----- -- -------- -------- ---- -- -- -- -- -- -- -- - '" Bluestone -- -- - ffa - - ----- -- -- -- -- -- -- -- - - -- -- ---- -- - -- - -- -- -- - - - - -- -- - - -- -- Cap ��II: 11 r Stair rJI I I I I I -------Areawa IWoodw/ Rail �I I J r-J I I I I -- -- - 1 1I I I � I I _ I 1 r f I I I ,'I I I r- I I I I J r� f' �1 r�-- -- -- -- I r-J I I I I J L--- LL_ T J I -------I I I I J I I I I H-� -1 I r— I I I L------- I I I I i t r i J I I I i I I I I I I '4 I I r— I I I I I I I I -----� J I J I I I I I I r I I I I I I I --------F -J L-____-WEST ELEVATION NORTH ELEVATION i—__ --- 7i iI DRAWING TITLE;r I I 9 r r- -- -- -- � --------i 1 -O _J � ELEVATIONS I ri I I I I I I I I J Drop Footing Areaway New Veneer Brick Chimney to Match Existing JOB: _ RAMONE - -------------------- -- -- ---- � � New IA "Azek" RESIDENCE ------------------ ---- -- -- Rake Bd. w/ Shingle Mold As[talt Root 130 VILLAGE LANE ORIENT. NY ' TOWN OF 5OUTHOLD Ix6 "Azek" Fascia SCTM# 1000-18-05-04 EXISLing Bag WindowRe-Roof e- oo Bd. w/ Gutter ( ___________ __ - - ____ Ix8 "Azek" Frieze Bd, ---------------------- -----—---- -- --------------------- ARCHITECT: . ............................................... . .. .......I. Bracket — orner Bd, oa ® Andersen", A Series FREDERICK R. WEBER ® 41 EA5T MAPLE ROAD Windows w/ 5/ x 99 ar I an IH Re-trim Existing "Azek" Casing GREENLAWN, idin w/rNew Decking A NY 11140 (6 over 6, SDL, 2 I B 3/4" Wide Mullions) ATH WATER MILL. NY 11914 I I i "Hardiplank" N Siding TEL 01 154-5555 -�______ - -- -- -^ -- -- - ==1k====_____�� 1===1 -----' - ---------------- -- ---- - we crarc i ect9yahoo.com -------------- ----------- �� __ _____________-_____- -- -- -- -- -- -- � Conc. f b ht _ P. - -- -- -- -- -- ----------- -- -- -- -- -- -- - --- - -- -- -- -- -- -- -- - ------- ----- ---- -- -- -- -- -- -- -- -- -- ------ Foundationw/ Stucco Finish 5EAL:'. IL------ L T u Li LJ LJ J J _J LJ Ll-- ' --- --- ' --1J { •;' .1 L------ I I I I I I I I I I I I I I f' -- __ SOUTH ELEVATION_ I EAST ELEVATIO II I I I I I I I I I I r------y u _ � ❑ I I I I AUG 2. 2024 REV.: NOV 10. 2023 DATE. SEPT 10, 2021 5CALE: 1/4" = 1'-0' JOB NO: w202OO4 DRAWING NO. A3 OF A5 FREDERICK ROBERT WEBER ARCHITECT New Asphalt Shingles Strap Ridge on 304 Felt w/ Ice "Trimmed" Ridge t Water Shield 9 24" Wide Roof Perimeter 12 1 I/2" Closed Cell 1 1/2" Closed Cell Strap Ridge Asphalt Shingles Spray Foam (R49) Spray Foam (R49) Existing Ix10 W 5 I/2 2x10 Ride on 304 Felt w/ Ice Roof Sheathing :::.:::::. .::::.:::: :.::::.:::: .::::.:... . ..:.:::. ........... ............ Remove x5/ x g :.: :::.:......: :::.::::.: :::.::::.: .. :::::: '::.::::::.:: '::........: ':::.::::.: :::.:-:::.:: :::.::::::: :::.::::.. ':::.::::.:: :::.::::.: :::.::::.:t Water Shield 24 :::.:;..:.. 4 ..:......... ....::::.: ::: :::::: _...... .,.......... .,........... ...................... ............ ............. ............ ............. ............ ............ ............ ............. ............ ............ ............. ............. Rafters 4' oc Wide Roof Perimeter 1/2" PI wd• : ;;,:::. >:::.::s:s;::;:. New 2x10 R.R.. 16"oc 5/8" PI wd. Sheathin Gusset ;:: ;;:::� ;:::: ..,:;:;;:;:>:;�;>:::.. New Ix6 TtG ATTIC 1 I/2" Closed Cell 2x8 R.R 16"0 :.: ;:: V-Joint ?Clg. O � 8" 2x8 R.R. 16"oc Spray Foam (R49) (4) Trimmed i W s Rafters w Existing 4x6 2x8 C.J. 16"oc�G n2.� : ::.. urricane Strap 9 ;: :::;;::... ` Top Wall I)' All Roof Rafters x „ 2x8 C.T., I6"oc ........ .... .... ... ... ... I---"I �Ix6 Azek Fascia Bd. , (4) Tie Beams , ------;-------------:- ------ ---- o Half Round Alum. Gutter _ 03) 3/4 Bolts to Rafters T� I 2x6 Reverse ,1 ,1 ___ -_ Rafter, I6 oc Ix6 TtG Soffit 5/8 GWB 2x8 C.J., 16 --------- --------------- -- - ---____-- -- _-- Ix Fascia r, Ix8 "Azek" Frieze Bd. Remove 5x4 C.J. Remove w 5/4x4 Remove Ixl2 Attic Knee Wall 3 I/2" Closed Cell I - Corner Bd, Floor Boards t Save.p Spray Foam (R23) �- Alaskan Yellow Cedar Sidewall Shingles `r, 4" I III-811 I �- W-411 4,1 CL. O \ Ln I ,I 30zx Felt cr BR I ;—,� STAIR GREAT ROOM — =M 8-9 I/2 2x4 Stud Wall, l0oc Sloped Clg. k oo w ao 3 I/2" Closed Cell r uJ Over Stair I BR I B 2 Spray Foam (R23) as Req'd. Existin I 6/8" GWB Il'_4" Plank Subfloor 3/4" Plywood Subfloor + O (Existing Inteno Dim n.) Termite Shield 2x10 F.J., 16"oc + 2x10 F.J., 16"oc o Sill Seal `•'' L J J L J -- — 2x6 Pressure •s• : �_� �• sr WF Girder I/2 GWB Treated Sill I � 8 : i 5/8"� xld" A.B., : I r WF Girder I (3) 9 1/2" LVL New Remove 3x8 32"oc, 2x2 Washer I I WF Girder F.J., 3' oc I ; 2" Closed Cell I N own I R New 2x10 Spray Foam (R13) 2x4 Studs, 16"oc ; I New 8" P. Conc. Found. u; �" 3'-8" 8" 13'-II" 6 -5 i " I Il 2 Found. Wall w/ (2) 45 BASEMENT F.J., 16"oc New 8" P. Conc. w/ 1/2" GWB O� I Wall w/ (2) tt5 Bars (y I i I Top t Bot., tt4 Bars Top t Bot., 3c4 Bars ' I 2" Closed Cell I 2" Closed Cell I 32" oc Vert. BASEMENT I 32" oc Vert. '- I l Spray Foam (R13) I Spray Foam (RI3) I ------- ' I N I 2x4 Studs, 16"oc I <—Dampproof Below Grade _______ � New 4" P. Conc. Slab i I w/ 1/2" GWB I New 4" P. Conc. Slab DRAWING TITLE: w/ 6"x6" 10/10 WWF I ' I w/ 6"x6" 10/10 WWF I I i I I •I. .I. New 18"x 10" P. Conc. I Ftg. w/ (3) #5 Bars I •I• Ftg IW/x(3) 45- Conc.Bars SECTIONS o w/ 2" Keyway (Tgp•) L__J ____J w/ 2" Keyway (Tgp.) 12'-0" 4'-O" •I• 30, AREAWAY STAIR 211-0" SECTION AA_ SECTION BB- 1/.411 = 1'-01, I/4" = I'-0" JOB: RAMONE RESIDENCE 130 VILLAGE LANE ORIENT. NY TOWN OF SOUTHOLD BUILDING ENVELOPE: (Climate Zone 4) SCTM# 1000-18-05-06 GLAZING: "Andersen A- Series, U= 0.30, SHGC= 0.21 Existing 3x5/4x4 WALLS: 3 1/2" Closed Cell Spray Foam= R23 Rafters 4' oc (±) ARCHITECT: ROOF (Cathedral): 5 1/2" Closed Cell Spraq Foam= R36 8" O Existing 4x6 FREDERICK R. WEBER ROOF (Attic): 1 I/2" Closed Cell Spray Foam= R49 , FOUNDATION WALLS: 2" Closed Cell Spray Foam= R13 6'-q" Top Wall IR 41 EAST MAPLE ROAD o GREENLAWN. NY 11140 GAS-FIRED HEATING EQUIPMENT: 95% EFFICIENCY LIGHTING: 90% LED `� 52 NOYAC PATH APPLIANCES: ENERGY RATED A WATER MILL, NY 1191L AC EQUIPMENT: SEER 16 TEL 431 154-5555 Existing 3x5/4x4 fweberarchitecteyahoo.com C.J.,:4' oc l±) 8'-9 1/2" -1 v SEAL: r C, Existing 3x8 t F.J., 3' oc `~''� �:✓- Existing Dirt Crawlspace -1 18'=4" 309 AUG 2, 2024 NOY 10, 2023 REV.: , EXISTING SECTION DATE: SEPT 9, 2021 SCALE: JOB NO: w202OO4 DRAWING NO. A4 OF A5 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE EACH RAFTER FREDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER 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 SIMP50N H2 HURRICANE Stud to Stud Face-nailed MST31 METAL STRAP 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 8 ALL JACK POSTS Header to Header(Face-nailed) 16d 16" o.c. along edges RAFTER TO STUD. - 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. SHEATHING TO LAP TOP 2 - 16d per 2x6 stud WALL PLATES 2 - 16d per 2x8 stud APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Band joist,Endjoist or Blocking (Face-nailed) 2 - 16d 1.2 per foot EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING r TYPICAL W MST31 METAL STRAP Joist to Sill , Top Plate or Girder(Toe-nailed) 4 - 8d per joist e JACK POST MST21 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end s Blocking to Joist (Toe-nailed) 2 - 8d each end E 4 - 8d NAILS 48" O.C. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block EACH END - TYP. I I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist F� MAXIMUM. Band Joist to Joist End-nailed F� FLOOR JOIST Band Joist to Sill or TopPlate Toe-nailed 3 - 16d per joist P ( ) 2 - 16d per foot �n DOUBLE TOPS PLYWOOD SHEATHING ROOF SHEATHING V 1 PLATE TO OVER LAP BOX HEADER 2 x 6 916" O.C. BEAM - TOP + BOTTOM. 2 Structural Panels 8d 4" o.c. perimeter zone STUDS SIMP50N MTSA 18-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" a.c. interior BOTTOM ® 32" O.C. Diagonal Board Sheathing of panel r, 1" x 6" or 1" x 8" 2 - 8d per support ," x ,0" or wider 3 - Sd per support SECTION ELEVATION �-I CEILING SHEATHING Gypsum Wallboard 5d 7" edge /10" field �SIMPSON MTSA IS-Z W/ WALL SHEATHING (6) 8d NAILS TOP t BOTTOM a 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMP50N LTP4-Z W/ SIMPSON LTP4-Z W/ /16" 6d 3" a 6" field (6) 8d NAILS TOP t (6) 8d NAILS TOP t edge / BOTTOM a 32" O.C. BOTTOM 8 32" O.C. 25 /32 FLOOR JOIST " 8d 3" edge /6" field • - NAIL SHEATHING TO SILL PLATE _ _ - TOP OF FOUNDATION e8d „AIL O.C.0. .NAILS C 4 - _ G Wa llboard allboard .- ...... DRAWING TITLE: 5d 7 edge 10 fieldG - .::.. .... SILL PLATE) .,:.....,... ,,. :. ..........,.......'...:•,.:: ....-..-. ..::_- : ,•.. •::'. ..>-: ..< ...:: : <- YP (SHEATHING TO LAP S L •','. .�•: g i;t•: :r Hardboard 8d (seetable 3.92 u5 REBAR TTT `f ' Part icleboard Panels 8d s I 'r (2) x 6 IL LATE ee table 3.9 2 L PLATES ODE ET,41L '.J: ..4 C D S COPPER TERMITE IELD ::�=0 SH C M Diagonal A QTREATED. ona Board Sheathing wl SILL SEAL Y C 9 " " " , 1 x6 x8 or 1 - 2 - 8d per support " " P PP t`\ w- •i t :4:: '..:.:•':;.::-. >•;�: ::...:... x 10 or wider SEE FOUNDATION DWG. •'r� P support S .3 •'L• FOR DESIGN/REINFORCIN G i:'. r•t is FLOOR L00 SHEATHING Structural Panels 5/8" x IV A.B. 932" OC. 1" or less 8d 6" edge /12" field w/ 2"x2"x3/16" WASHER. greater than 1" 10d 6" edge /6" field (HOT DIPPED GALV. OR JOB: STAINLESS STEEL) Diagonal Board Sheathing ISOLATE WASHER FROM HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 1„ x 6" or 1" x 8" 2 — 8d per support R o E SILL PL W/ FELT STRIP 1 x 10 or wider 3 - 8d per support M RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 130 VILLAGE LANE be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. ORIENT, NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTM# 1000-18-05-06 a a a ARCHITECT: R _._ _._- . :il ::. ........ FREDERICK R. WEBER 41 EAST MAPLE ROAD .,..::::.:.; > ... GREENLAWN. NY 11140 l 0 ::>';.........' > :'' E. h ':..i `>`` . F h DESIGN CRITERIA: 52 NOYAC PATH : I E WATER MILL, NY 11916 0 10 `� ::;'': `' GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 �54-5555 : .....;.. ;•;;.;;.; "'. E>i o o _ x fweberarchitect� ahoo.com : ;:`?: •�. 10 ( 0 30 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL 40 PSF. L.L. FROST LINE DEPTH - 36 '.,. w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. :: ...-...-..-... ...-...-...-..1:`: ?:s>:'; .::-:•.-T'.--.:-.:..........•.. ... TERMITE - MODERATE TO HEAVY " s BEDROOMS 0 P F. L.L. EACH END 16 O.C.0 a 3 S CH C. EACH END I6 O.C. a.,'....•. a a WIND SPEED - 130 MPH DECAY - SLIGHT SEAL: 1 1/4" x 20 GA. GALV. STRAP GABLE ROOF HIP ROOFS w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES ° FDN. 016" O.C. w/ 5-8d COMMON NAILS IN ;�CK 1, ' e k 10 10°( 0 L 30 ° EACH END 916" O.C. a a a a PROVIDE 8d COMMON NAILS 8 4 O.C. AT HIGH PRESSURE ZONE — 6» O.C. DESIGN CRITERIA. .. ......?.... :: : .:;'>??';': >:.::.' AT ALL OTHER PORTIONS OF ROOF rv�, ' :??:'•I I'::.::.i?:� TYPICAL. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME E >: .:j j: ::.:( D CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. �- •. E s: •':ftCl I:j:???::,N:j� •....: AUG 2. 2024 E�h+#d, '�"i,:; ` 2f—Ox MAX. '�.r,. LG< NOV 10, 2023 WINDOWS - GLAZED OPENING�y f b REV.: FEB 6, 2023 2 -0 MAX. y � .c?° 2 3d COMMON DATE: SEPT 10, 2021 x' :r�� NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE a a PROVIDE 8d NAILS �' 4 O.C. AT PERIMETER INTERIOR �*W' Lu PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM SCALE: AS NOTED ,A�ht" Gnt4j' h PORTIONS OF PANELS IN HIGH PRESSURE ZONES. rf '' E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w2O2004 ' r,4 x RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS GABLE ROOFS $ »w OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING :(7�k rod5tno 0l 0 •� 45 NOTE a = 4 FT. IN ALL CASES PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC 10 ,,� a `P`f:��' DRAWING NO. �" FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A5 OF AS FREDERICK ROBERT WEBER ARCHITECT 13 A4 w W I � H (2) 2x8 d . I 1 (2) 2x8 Hdr. WINDOW SCHEDULE W I I I I I I Pitched Flat i i >j I�Itched Pitched j Flat j Pitched ra Ceiling Ceiling I I I eihng Ceiling I Ceiling I Ceiling Unit Model # R O Area Egress I I 16 1 61 16 OPn9 U, I I I U U I IU ICI of 2x8 R.R., 19" oc i j ° I °j2x8 R.R., IC10-2 ® ADH2840 2'-8"x 4'-O" No 2 x8 C. 16 o uA I oo I IJ B ADH3250 3'-2"x 5'-0" Yes x O � I I J P - I- - - - - - - - I I I I I A © ADH2450 2'-6"x 5'-O" No A-4 I A I I I I �1x6 R. . -2x6 R.R I > A4 » » Dn I , I 1 I I -' OD AAN2020 2 -0 x 2 -0 No I � 6" oc `016" oc I I iv 2R 2! 'I I , I I I a I I 1 1 1 O ADH2640 2'-Vx 4'-0" No AAN2824 2'-8"x 2'-1" No IVIC' 2�t8 R. , I6" oc I __2x8 R. UG AAN2620 X-Ox 2'-0" No + --2x8' C.J. 6" ocIADH2834 2'-8"x 3'-4" NoDRAWING TITLE: _____J, I I ' '� 1______L III —I--� J ACW2440 2'-6"x �'-o" Ye 2ND FR P'11NC�(IST FLOOR) Dn 2R Model Numbers Refer to "Andersen" A-Series, PG50, 0 2x 6" o I I °' 2 R., IL' �x° Low-E•4 w/Argon Glass, Simulated Divided Light r-- ———— (`I I � 2 <8 C .C.l 116" 0 1 (2) 9 1/2" LVL H — — _� ' i �2� 9 1 " LVL Hdr. 2 9 1( VL Hilr\•' • JOB: \ DOOR SCHEDULE m I ; I I � I• I I ; I 11 RAMONE Ovelrla '''ea./: ' RESIDENCE I ; I I ; I p I ; I g x : i Rool �i �.• Unit Model t# Width t Height lY ii A I : I ✓I ' ISO VILLAGE LANE ° O '�• I / ; I Front Door w/ Panel Sidelights :3='-OT'x 6'-8" (Door)X : i \ . ' gORIENT, NY m I ; I rn N �a� ; : ; ' ' h�• /•' ' ' i ndersen G 6 6 '-0`y+� I•I iI :iI Ii Ii ,i ;ti I I:I 2 .x 1 TOWN OF SOUTHOLD Frenchwood Gliding Patio Door (R.0) -18-05-OL Uu t 1000 2 C-8O O "Andersen" FWHID2968AR Line of Ri I Frenchwood Inswln9 Patio Door (R.O.) I—I. ------ _ _ — ARCHITECT:III lI•Ili y � "Thermatru , M odel 32102 Basement Door O 3'-0`x 6'-8' (Door) .. ................ FREDERICK R. WEBER C1 - I, o 41 EAST MAPLE ROAD GREENLAWN. NY 11140 Verify Operation eration 52 NOYAC PATH WATER MILL. NY 11914 III L I ; I � I ; I I ; I I I ;I /?J I•I � I :I \y � : I I : I pp +> I I x 0 I i 1 I I I x x N ' ' ' ' ' ' TEL 431 154-5555 I� I 1 • I I •I N fweberarchitects ahoo.com 1• I I: I iI I •I 1 1 X 1 :1 W Z SEAL: I ; 1 I• I II 1 •I I I •I I� I I : I I �I (2) 9 1/2" LVL Hdr. (2) 9 1/2" LVL H j (2) 9 1/2" LVL Hdr. i (2) 9 1/2" LVL Hdr. (2) 9 1/2" LVL Hdr. '.'; FRAMING NOTES: 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 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD —•—•—•—•— �.'dX:=;;,:� ; TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. (2) 9 1/2" LVL Hdr. -- 4. ALL HEADERS C-O" 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 0 WALL OR AS SHOWN ON DRAWINGS. 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. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. AUG 2. 2024 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. REV.: NOV 10, 2023 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. B 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY *SIMPSON" OR APPROVED EQUAL. 'A4 DATE: SEPT 10" 2021 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. SCALE: 1/4" - 1'-0" 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. JOB NO: w2O2OO4 II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON' OR APPROVED EQUAL. FRAMING 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-B 2NDEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DRAWING NO. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ( IST FLOOR ) 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. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 0� 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. /�{" _ �'-0" y� st 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 51 ELECTRICAL NOTES : APPLIANCES : ELECTRICAL sYMBOLs I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR FREDERICK 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. I- RANGE: (0 BURNER DUAL FUEL, 36", BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC SYMBOL DESCRIPTION ROBERT :3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 4- ELECTRICIAN SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT t CO DETECTORS. 3- REFRIGERATOR: 3C, DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) DUPLEX RECEPTACLE WEBER 5- SECURITY SYSTEM AND MONITORING BY OWNER. 4- DISH WASHER: ELECTRIC t PLUMBING 6- AUDIO/VISUAL EQUIPMENT AND CONNECTIONS BY OWNER INCLUDING CABLE TV, SPEAKERS 5- KITCHEN HOOD: EXHAUST FAN t DUCTWORK W.P. DUP.REC.-WATERPROOF COMPUTER (CAT 6), WIFI, ETC. 6- WASHER: FRONT LOAD GF, DUP.REC.-GROUND FAULT 1- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I- DRYER: ELECTRIC DRYER ® DUP.REC.-FLOOR ARCHITECT 13- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. DUP.REC.-(()SWITCH OPER. ELECTRICAL FIXTURES : SPECIAL OUTLET PLUMBING NOTES : O SURFACE MTD.-CLG. OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): Op SURFACE MTD.-CLG. (Porcelain) I- CHANDELIERS, PENDANTS, ETC. (LIVING, DINING, KITCHEN, ETC.) I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- WALL SCONCES 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. - RECESSED-CLG. 3- SURFACE MOUNTED CEILING FIXTURES 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. FO WALL MOUNTED 4- ALL DECORATIVE EXTERIOR FIXTURES 4- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 5- PADDLE FANS 5- PLUMBER TO RUN AND CONNECT GAS PIPING FOR FURNACE, WATER HEATER, RANGE, GRILL, AND CLOTHES DRYER. DUP. FLOOD ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: 04 RECESSED DIRECTIONAL I- ALL PORCELAIN FIXTURES s0 SHOWER LIGHT (Wet Location) 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES (4"0 "HALO"). HOUSING It TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. UNDERC AB. FIXTURE 4- UNDERCABINET KITCHEN FIXTURES (LOW VOLTAGE, STRIP). ® ® DOORBELL/CHIME F❑ EXHAUST FAN r, PADDLE FAN 0 SPEAKER �..� I I I I I 0 TELEPHONE W i O CABLE TV j i I� I TQ THERMOSTAT ---___ Q SMOKE/CO DETECTOR V 1 I.. Hos — __ - - Bib e I SWITCH w I I GIB II � � "VA Split" i I I I I.• I I 43 SWITCH 3-WAY I I ewage I I I — -- H C I hector I . I I I I I J. J' I I $ 4 SWITCH 4-WAY I I I I I �7I � I ••.• '�I I I I I I I I I I I D SWITCH . W/ DIMMER r, W I I i I i i $ w SWITCH WATERPROOF I I I I I I '• I I I I I I I I I I I I JS JAMB SWITCH I I I I I I j I I I I I I O -_-P_- -I - - - - - �• J IL I I I I I I A I I I I O I I I I I I I j Dn I I . ' I •. I TV I I I I I I I •I•' I I 'I I I I �^r' I I I I I 2R I I Smoke I I ( I IF +•� I I I I I I I o I I •''� I 04 I I I I I I I I I TVO I I Smo e I I I I I a I I II I rI Ij I I Nil -- vr tan al in_ ___ _- I I $t Att Above DRAWING TITLE: I I� II ^� I I------ I ' tl� I ---- L_ J I I I _ - I Smoke/ I IL____=LI W/D �A sg ELECTRICAL I r li I �i CO Ir------I IST FLOOR __J 5mok® i=----- i I I I I I I I ir -Dn 2R Q 1 1 CO BASEMENT ---- To s t. II I To list I I T owl I 1 II I 1 Iloort I r— I ow.P. I I II -- — ---------•. —J GFI I I II - - - _ —LIL—• —_ _ _ _ _ - _ — vx� i i 4 3—--- GFI$41 � L—+�—JI L TV.�� I I II I I 1�, I I I ; of - - JOB: I I I ; I I� 1 I I RAMONE RESIDENCE i I I I ILL 130 VILLAGE LANE I I I ; I I I I I y I •I I ORIENT. NY I' •' I Pen arn TOWN OF 50UTHOLD I ; I I I t l I I;I � I GFI L_ —J I I I i I : I I I I I\• � I I •I SCTMJx 1000-18-05-OL ............ Smoke �han e ile i i i I R n� I H o ARCHITECT: ' 0. ..................... in T lu- I I 1 I I I I P e_C) d6t ••••••••• •• • •••••• I I ' ' ' ' ' I I ' :' = FREDERICK R. WEBER ' � I I I ' :' � 41 EAST MAPLE ROAD Heating Equip. i to be 95% I I 11: 1 1 :1 L GREENLAWN. NY 11"140 �__J Efficient 52 NOYAC PATH � ♦ I � I I I 1 I I � I I; I I I I :I WATER MILL. NY 11914 ` Gas-Fired I I I I J I I 1 I I I Water I I 200 Am I i i i i i i GFI i . ` He ter I I TEL L31 '154-5555 --, p I I Hose o Well Sump I I Service I I Blb I : I : I , • 1 I :I _ fweberarchltect gahoo.com I Tank i er I L---- --- - -------------- GLi.-- ---------------`IYGF�_ GFl --- o I: 1 I :I ; SEAL: P. L LJ. rL L—————————————J ELECTRICAL ELECTRICAL REV.: AUG 2. 2024 NOY 10. 2023 BASEMENT IST FLOOR DATE: SEPT 10. 2021 SCALE: 1/4" - I'-O" 1/4" JOB NO: w202OO4 DRAWING NO. El OF El