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HomeMy WebLinkAbout40048-z H.C. PARKING SIGN NO PARKING ALLOWABLE DENSITY GALL: SANITARY SYSTEM GALL ATOS: a LEGEND: (SEE DETAIL THIS BHT) ANYTIME SIGN SITE IS LOCATED IN G•W.MZ. IV = 600 GPO /AG PROPOSED USE: Ib SEAT MAX, TAKE-OUT ESTABLISHMENT4 oy (° eta P ` ° SITE AREA = 0.1261 AC (5,444.46 5•F� AREA: DENSITY LOAD: KITCHEN LOAD: z °e '� / `� �_-�i PROPERTY LINE 'n, p_:- -..ni,' ? 0.1261 AG x 600 6PD / AG = 75.68 GPD EX• BUILDING 1021 S•F• 0.03 GPD/SF 0.12 GPD/5F b' CHAIN LINK oro d° zt la, sPen `, SANITARY SEWER PIPING55 30.63 GPD 122.4 GPO ZO HAIN LINK FENCE 41ti -SITE r=°"g:'' a-;I:t� ; W/WHITE PTVFENCE W/WHITE F' o ' v V;:;i .,r;µ}.s<.:• :; N 55 / SLATS - PTV SLATS m ,a ''.: :< ;e w- DENSITY LOAD + KITGHEWGRAY LOAD = HYDRAULIC LOAD " �`0 _ :op. tRattat LO -"� �• r 6 )- i HATER MAI WSERVICE PIPING 6' O ��a o [,.:ic Ty,,..yw 30b3 GPO + 122.4 GPD 153•I5 GPO (ALLOWED SEATING Ib SEAT MAXIMUM) 6 CONCRETE STORM DRAIN SD 5D DRAINAGE G,�LG. = TOOL PAD FOR ROAD: jk<ia .,:• (i t z STORM III ® 12 O.G.E•W =:4 k\ :.,; € N DRAINAGE 15 PROVIDED FOR REWORKED PVMT/GRAVEL AND SEPTIC TANK: (REQ'D 2x DESIGN SEWAGE FLOW) O EDGE , DUMPSTER �o ® "B'1=,:_!'-.7 " ;` ' � ' "� EXISTING BUILDING 2 x 153.15 GPO = 306.3 GPD - ;i T <..,r �� is • ■um. = Poi 1 ' .► r4 "-; p FLOW ARROW - 6RAVl=1/PAVED AREA = 2$44 5QFT. _ `�O11• `9 (INCLUDES DRIVE,PARKING,H.C.PARKING,MANEUVERING ;I- 4. t, m :•... F �. -•= , r„. O 4 G aPl.;:ittl:a;:i6v;:,'. i'',A,-.;,,35 A J ,c 1 1 AREA AND DUMPSTER SLAB) LEACHING POOL: (READ Ix DESIGN FLOW® 15 5F/DAY LEACHING RATE) i d t:, X41;: --rp.. SANITARY OR STORM DRAINAGE � 0 / / - 0 0 0 153.15 GPD / 1.5 102.1 GPD C.' c IMI3E• :`. .F1111m f, 4 ;: v �!' \ / �.� �...� MOUNTING � � --->sk ��;;;-��« '.".,. �.� `n - 2" SAND BAND ,•;: ', � � :4,� O OG � TYPE) �'� "' � (SEE PLAN FOR L EJ / a:� �=.�.r..,;�z��, �r��: �=��r ���`' tt��r` ;a ::::�r�:._�n: p 1 11 1 11 1 II '<'� P,-,i�. +°,� y #�€3 3-k 'J.y,.. VOLUME = AREA X RAINFALL X COEFFICIENT PROPOSED MINIMUM COMMERCIAL SANITARY SYSTEM W/GREASE TRAP: .1'-0" 8-O 8-O 8-O 2-sts TOP a ,,,.. to t � :x 'rt RAINFALL = 2" = 0.16T USE: 11 BOT.CONT. o '`J''',U. ,1.-'4.:-.., "�'-. =: FENCE EDGE � :f:r-oo"n.rs c■ne: Pert� �, � � �„� COEFFICIENT OF ROOFTOP/PAVEMENT = LO BEAM TO EXTEND 10 EXISTING CONTOUR �_6��" (I) 1,200 GAL SEPTIC TANK(8' x4' EFF. DEPTH) MIN. BELOW FIN. GRADE I'-O" W/#3 TIES 0 9Pzy . �,�; T4t P� " -e " H1 en Po7nf n'''''74n''''1-'- - I r r "a „i X,K`, N (I) 100 GAL GREASE TRAP TYPICAL PARKING DETAIL RUNOFF: i •-Eu � ROOF FFA � ° �{.�s��„�:� ,:tom �,�,� ,,����..:;�.�..-.<:', I,021 SQ•FT•x 0•I&T x IA = 1105 CV•FT•VOL. (2) 8'0 x 6' EFF. DEP 1H LEACHING POOLS NOT TO SCALE SECTION ON " �� 4 W X6.0 • - t Q 50% EXPANSION SHOWN b'-O" , �' Etat t ��'� ; I�p Cn4 6 ,-1-, 00-0 EXISTING GRADE ' „< w 1: , PAVEMENT/GRAVEL RUNOFF: 20' JOCKEY CREEK DR 4 a ae r . v 2544 FT.X 0.161'X 1.0 =42485 GUFT.VOL. • MAINTAIN 5% GRADE WITHIN OF SEPTIC SYSTEM =A, DUMPSTER ENCLOSURE DETAIL TOTAL VOLUME REQUIRED = 59534 CA FT. RESERVED P4-6 �� o ;.. :,; ' , TEST HOLE NOT TO SCALE ;,tAwciir _.itia;: .:R ` \ Fw ..Fa' o u� •, TOTAL VOLUME PROVIDED = 615.1b CUFT• ��. ., k *; 4 1'�'-`�,� R ` 0ITI ,l 4 m FINISHED FLOOR ELEVATION FIN.FL•EL• = Al.Y"S"D"O"T.) ��t NPARISH DR �S USE: (I) 1010 x 9 LIQ.DEPTH LEACHING POOL. PARKING _ . . V.. ��• s o 0 (SEE SITE PLAN FOR LOC) , ' }t"`i•�*^'� °; EROSION CONTROL LEGEND: HANDICAPPED y'' PARKING SIGN LOCATION MAP: SILT FENCE BARRIER NOT To SCALE: SCALE: NONE ill- EX.HYDRANT - - _ _ _ _ ---- _ _ - _ INLET TO BE PROTECTED: 8"WATER MAIN- _ _ _ _ - - _ - - _ = - _ - - - USE CURB DROP INLET PROTECTION OR - _ - - - - - - EXISTING GONG.CURB ZONING INFORMATION: G PLAN p� FILTER FABRIC DROP INLET PROTECTION ' ' _ `�I T �L�I YO�' p , E C E E U ,1 LOCATION OF EXISTING GAS MAIN !j HAMLET CENTER IHBI _ No PARKING REPUTED L LOT AREA;20,000 SOFT. GRACE AND GRIT ' EXISTING GONG.CURB 9 O O O 9 EXISTING: 5,444.46 SOFT. (0.13 AO) SITUATED AT: 55150 MAIN ROAD SOUTHOLD N.Y. aUta 1 .8 2015 -. TOWN OF SOUTHOLD O O EXISTING CONNECTION PROPOSED: N•G. SUFFOLK COUNTY,NEW YORK SITE PLAN BASED ON ORIGINAL SURVEY BY: �-- .. JOHN C. EHLERS,LAND SURVEYOR,NYS LIC No.50202 TO EXISTING GAS MAIN LOT WIDTH;60.0 FT. 6 EAST MAIN STREET RIVERHEAD,NY 11401 5•C•T•M# 1000-62-3-8 - Southold Town EXISTING: 5050 FT. ZONING DISTRICT: 'HB' HAMLET CENTER ming Board SURVEYED: 04-09-2015 TEST HOLE PROPOSED: N.G. DATUM: NAVD88 EXISTING USE: RETAIL BY: MGDONALD GEOSCIENCE LOT DEPTH; 100 FT. II rn DATE: APRIL 20, 2015 EXISTING: 40.0 FT. PROPOSED USE: TAKE-OUT RESTAURANT APPLICANT: \ ?4� GROUNDWATER ENCOUNTER AT PROPOSED: N.G. HIRED HOSPITALITY, INC. MAIN ROAD S.R. 25 z 15.2' BELOW GRADE FRONT YARD SETBACK; 15 MIN BASED ON ORIGINAL SURVEY BY: DBA GRACE AND GRIT 0 x18.6' EXISTING: 1.0 FT. DUSTIN GRAF PL.S.,P.C. G) EL. 113' GROUND LEVEL 0' PROPOSED: N.G. P.O. BOX 104 (� x18.o' MIXED SAND,LOAM SIDE YARD SETBAGK: 10' MIN ROCKY POINT,NY IIT18 • l' AND GRAVEL EXISTING: 4.0 FT, PARKING GALG: EL. 16.8' 0.5' BELOW GRADE PROPOSED: N.G. 631821.3442 �O PARKING REQUIRED: w SIDE YARD SETBACK CUMULATIVE: 25' MIN DATED: 03-24-04 RESTAURANT, EXCEPT DRIVE-IN: I SPACE /3 SEATS rn D BROWN SILT (ML) EXISTING: 41.1 FT. N 6 SEAT RESTAURANT: 6 SEAT/3 SEATS = 2 5P. I EL. 14.8' N 2.5' BELOW GRADE PROPOSED: N.G. SITE DATA: EXISTING: PROPOSED:N.C. ' ui REAR YARD SETBACK: 25' MIN AREA OF SITE: 5,444.46 S.F.(0.1261 AC) . PROP. EROSION CONTROL MEASURE: - 3 PALE BROWN FINE TO EXISTING: 38.7 FT. AREA OF BUILDINGS: :. LY to PARKING SPACES REQUIRED: 2 SPACES STABILIZE CONSTRUCTION ENTRANCE -1 MED SAND(SP) PROPOSED: N.G. I STY BLDG Ip21 5F. N.G. PARKING PROVIDED: 3 SPACES (SEE DETAIL, DWG Not) LANDSCAPE AREA: 25%(1,314 S0.FT) CONTAINER 124 S.F. (TO BE RELOCATED) W 'Cr X (INCLUDES I H.C. SPACE) I M M M S REPUTED LOCATION OF EXISTING WATER MAIN M� S EXISTING: UNKNOWN LOT COVERAGE: 1,145 S.F. 1,145 S.F. M---------m__------; M M t 18.0'x Tic 186' GNP l lTR ® PROPOSED: 2152% (1,512 SOFT) X Z Ill LL �_M "' S86°5 5'00"W 52.5 ,, EXISTING CURB GUT TO REMAINq B/G 18.1' 15.2 BELOW GRADE LOT COVERAGE. 40% MAX(2,148 SOFT) POSTAL DISTRICT: SOUTHOLD EXISTING GONG.CURB WATER IN PALE BROWN EXISTING: 20.84% (1,145 SQ.FT) ED X 0 x17.2' a a 4 EX.UTIL.POLE PROPOSED: N.G. H D SCHOOL DISTRICT: SOUSOU LO DLD x11.4' .� MM • ASPHALT ° EX.GONG.APRON FINE TO MELT SAND(SP) BLDG HEIGHT: 35 FT. MAX F� Z B/G 11.4'x (TO REMAIN) ° ,, • EXISTING GONG.CURB Q a PROP. EROSION CONTROL MEASURE: ELEGTRIGAL SERVICE: PSE�G LI d W EXISTING: 21.5 FT WATER SUPPLY: PUBLIC T/G Ilb'x INSTALL SILT FENCE ® EA. SIDE OF DRIVE E-4 IZ fy ° a a ° (SEE DETAIL, DWG No.2) PROPOSED: N.G. FLOOD ZONE: WA I"1 ° � EL. 03' 11.0' BELOW GRADE: C� HT i a ° No. OF STORIES: 2 MAX c ° c ° ° d °° EXISTING G0NC.SIDEWALK ' .' ° a ° ° �As /o. ° EXISTING: I STY SITE 15 IN G.W.M.Z.: IV Z„ 4 ° ° } PROPOSED LAWN AREA PROPOSED: N.G. I SGDHS APPROVAL AREA: - ^e 9 ,, lo' In •IN . y (TYPICAL WHERE HATCH 15 SHOWN) W y LAND N/F MULLEN REALTY LLG 4. 1 3 3 • -I- 65.50' A MAN �� . • . 5'14H r,� USE: Automobile Sales Lot EXISTING PARKINGIMIly ?4,_5_,;1.)0 � zoNE:HB ..T. /LI SPACE TO REMAIN .•/, 0 . 0. (PUBUG HATER) PROVIDE: O EX.PARKING 41111, . . • • ,' • n WATERTIGHT,INSECT-PROOF ADJJSTABLE AND LOCKING CAST IRON 'VP 10 SPACE TO y �' •. • GT / y y FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) ENGINEER: REMAIN �, , -r,� PROPOSED MINIMUM COMMERCIAL SANITARY SYSTEM EXISTING V� EX. (EX.GRAVEL) Y3 W R . • * 2 O W/GREASE TRAP: 1 STY BLDG O AG. 'EMPLOYEE 3 Y I PAVED n y o USE: FFLEL. 18.1' G.I.COVER G.I.COVER G.I.COVER G.I.COVER O NF('Y Y W ONLY' U, 'PATH . ' .`,� y y �; EL-18A EL-18.0 EL-IBA EL=18.0' 'J PY T, e OLAND NOW OR FORMERLY OF: O ' 3 (I) 1,200 GAL SEPTIC TANK (8�x4 EFF. DEPTH) x118' . x18.0' - x16.0' Cij• ,p GSJP LLG • r ' y (I) 1,500 GAL GREASE TRAP f I� MIN.4"0 SDR 35 PVG PIPE �- O (7-:\ ''<- . f �t<\ 1- USE:DELI •�j � 0'MIH y 111��1 ttO O 5•,T• N 1 (2) 8.4) x 6 EFF• DEPTH LEACHING POOLS OR EQUIVALENT izoNE:HB X , • 5 • 50go EXPANSION SHOWNMIN PITCH Y4"/LIN.FT. N TE.LO.I5LAB® "' T.o.SLAB® ���, w(PUBLIC WATER) O _ , _511M1111 • O� 1. • MAINTAIN 55?r GRADE WITHIN 20' OF SEPTIC SYSTEM 115 - 2B8 -024'MIN SLOPET _ 1 _- _--_, EL. 1626' y ldD3 ��C1) 2 .•. K .0/ ' . . ' INV•1534' 1 OA 0493 ��` rn ---- .. . EXISTING BROKEN ASPHALT TO BE REMOVEDTa .�_. ,,`_ q a O ROS P� On ,� ' • + • e INV.15.10 INV.146 S S 1 QN f PROe. EROSION CONTROL MEASURE: NEW ASPHALT PAVEMENT® PATH TO ENTRANCE IINv.145 _ rn EXISTING w ' AND KG. PARKING AREA CR1 PIPE INV.14.5' _ INV•14D' INSTALL SILT FENCE PERIMETER X I s GAS LINE CROSSINGFROM - < 1 STY FR BUILDING a 010 `A (AREA = 581 SQ.FTJ �� - INLET PIPEJEFFREY T. BUTLER, P.E. (SEE DETAIL,DWG Not) I: . , SEE CROSSING DETAIL, MIN.6■4'SDR 35 PVC PIPE OR FROM BLDG. SEPTIC O W/UNFINISHED BASEMENT "' DWG Not 6REASE EQUIVALENT,PITGHED MIN•Ye"/FT Z ` X. y aI N11N ' EXISTING BROKEN ASPHALT TO BE REMOVED TRAP EQUIVALENT, = 1.13' =PITO'MIN SLOPE Q FIN.FL.EL.. = 18.1 /`. TANK PROP, EROSION CONTROL MEASURE: K. EXISTING W . NEW GRAVEL PAVED DRIVE GRAVEL AREA: 1,021 SQ.FT. y 5 IN '. (AREA = 1,063 SQ.FTJ .__I INSTALL INLET PROTECTION I Z� BOT.OF TRAP - 421' SOT.OF TANK = qs' � CO (SEE DETAIL,DWG Not) t� lo' IN ' . ' O . eo' 8.0' M H •" PROPOSED P.C. PAVED DUMPSTER AREA I ■� �,,� \ �' 1. •,; (AREA = 48 S.Fa In o v 7 V EXISTING BROKEN ASPHALT _ ri Loc. y SEE DUMPSTER ENCLOSURE DETAIL,THIS DWG SHALL REMAIN UNDER y EX.SEPTIC VENT • 11:.'.i.. KITCHEN RISER DIAGRAM Q z o 15 RELOCATED COVERED RACKS `O , AG. W W TO ABANDONED • TARY.5Y5. ' FpY S ^ Z Q D7 g ' .i i R AND CONTAINER,THE O • OP ABANDON EXISTING SANITARY SYSTEM SCALE: Nora 1-a y W 203' nA • • 'W W $° PER S.G.D.H.S. REQUIREMENTS (FOR CONTINUATION SEE SANITARY RISER DIAGRAM BELOW) J SURROUNDING BROKEN ASPHALT O II. qA rte•- lo' • y . . lu MAINTAIN 5 MAX SLOPE FROM EDGE OF SANITARY BE REMOVED AND ° N '. ' `• W * y (SEE BOXED NOTE,THIS DWG) SYSTEM CUT 20' IN EACH DIRECTION o 1 0 Z 0 SHALL 0 o g1=4 _ m REPLACED W/NEW LAWN •••''� • r W + G E ► PROP, :•LLARDS " . O �,`� g PROPOSED PARKING AREA SCREEN EXISTING PROVIDE: O �Y M I '< IL of NEW YORK CITY (AREA = 322 SQ.FT.) * . * I I W .. .• SEE DTC;-�. t.2 L.P.. y 1 N \A� , 5 - b H DARK AMERICAN ARBORVITAE I STY BLDG WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON (� 0 Q LY a- &LONG ISLAND W y y * X• °Poo (TYP.Q 2)... �,o.R° • O (THUJA OCCIDENTALS 'NIGRA' F.FL.EL. 18.1' G•1•COVER C.I.COVER FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) LP-1 =C.I.GVR a EL 11.4' Q In I L EX• CVRD RACKS AND0 411i f� f� NT INER TO BE RE OGATED y Fo ,EXIST: GAS . F �4' • EL=18.0' EL=18.0' x18.0' _ • 800-LTL-4480 811 A L LATIN s s �\ PROPOSED ASPHALT PAVED x11.65 W. .,k EP-2191T IRE G�VRe EL"I;'3' �11 Q O O y trl . METER O.AS'HALT PVMT O I \41' - - v PROP. E. 1 1 ml ( MIN 4 SDR 35 PVC PIPE - o o HANDICAPPED PARKING AREA x11.4' y ' MR (SEE PAVEMENT SECTION) OR EQUIVALENT `� QI 0 - www.dignetnycli.com ' �� • ' • • , •� 9 / . . .L-`..'• ,.. c� MINPITCHN TO.SLAB® I. L(� p I HO . . N Y4'/LIN•FT. _ or •, 'L ooF �l ` 146'= 365' =030'MIN SLOPE EL.1626 T.0•SLAB 0 W # www.call811.com O oPROPOSED HANDICAPPED PARKING I Z o '� :. : .•' ." Or, o s � T1.15.4' . co - � � �(forotherstates) • • • • • .`e1 0 -W SIGNAGE,SEE DETAIL (THIS DWG) • - _-► ----- E- NQN . . E P. g I INV.146' ,L.�....... . I I ---- . By law,excavators and contractors working in the 1 ':r••• 5 • • •.20'MIN N•. .�'; A'PHALT PINT !, e 1W.145' - l� o in five boroughs of New York City and Nassau and Ii. �` ' m CR2 _ INV.14.0' ® ® ® ® ® ® ® ® oM in 0 Suffolk Counties on Long Island must contact -•■�� 'pW1 .. . ' INV 145' - - I 4 APPROVH2 PIPING DigNet, 1-800-272-4480 or 811,at least 48 hours PROPOSED STORM DRAINAGE SYSTEM: 'y '11� Z INLET PIPE MIN P1T0l1 Ae"/LIN.FT. I LPI: INV.135' o ® ® ® ®®® ® ® 1` LL o ° ± �J6Aff5 LI CROSSING LPI: 8.11' = 1.02' =OAT MIN SLOPE o o ® ® ® ® ® MO 11) but no more than 10 working days(excluding (I) 10'4) X 4' LIQ. DEPTH ,� Iq'�+S.D. /. • A. b • • y 1 CROSSING L, FROM G.T. SEPTIC LP2: 2425'=3.03' =0.25'MIN SLOPE LP2: INV•135' 1� ®® ® ® ® ® � 0 Q weekends and legal holidays)prior to beginning STORM DRAINAGE LEACHING POOL, + °' y y 'Not TANK ® 1n CP- W ti• EXPANSION POOL MORSE CASE): ® Z iii any mechanized digging or excavation work to CONNECT A5 SHOWN y y PROP05EDy 0 14A' �.r BOT.OF TANK = 95' 42' =5.25" = 0.44'MIN SLOPE o LEACHING POOL m H ensure underground lines are marked. * y y IA1NN z 246 * y Excavators and contractors can also submit (SEE DETAIL,DWG No.2) X W y y y y y ilk 4, y MI iM3 OF 2) ® ® 0 locate requests online,through ITIC.If you do not W W 4, �_ 111/01141/111161 ® ® ® ® ® ® ®PROPOSED PARKING AREA SCREEN y y likPROP.EDGOF GRAVEL.SURFAGfLF1,10 GAPPED SA' 0 Di■ ���3REBAR o ft 1� o fl o 0 0 IRMO currently use ITIC, please call 1-800 524-7603 y ele 0� ® 1. ® ® ® ® ®for more information. 17 - b H DARK AMERICAN ARBORVITAE ts (THUJA OCCIDENTALS NIGRA Ististraki01111602111E ® ® tom ® ® ® imi For safety reasons, homeowners are strongly 1 i�E0.031 ABANDONMENT BY 'REMOVAL=ai : ® ® ® � ® ® encouraged to call as well when planning any _ EXISTING STOGKADE FENCE T 86 F A(S L FND GAPPED 1V EXISTING SYSTEM TO BE ABANDONED BY REMOVING SANITARY RISER DIAGRAM BOT.OF POOLS - 15' type of digging on their property.Homeowners REBAR ALL RESIDUAL SEWAGE WASTES BY A LICENSED EXISTING BROKEN ASPHALT WASTE HAl1LER,REMOVING THE ENTIRE STRUCTURE(S), 43 can contact us directly at 1-800-272-4480 or by SCALE: NONE • Z ITE FLAN t I�( LAND NOW OR FORMERLY OF: TO BE REMOVED BACKFILLING WITH SUITABLE SAND AND GRAVELg calling 811,the national call before you dig I (FOR KITCHEN WASTE,SEE SANITARY RISER DIAGRAM ABOVE) URSULA EVANS NEW GRAVEL PARKING AND MATERIAL,AND PROPERLY COMPACTING• m number. For excavation work completed on USE. House MEJ4JVERINF AREA USGS DATA HELL No.516180.1 personal property, it is the contractor's �_ responsibility-NOT the homeowner's-to contact Z0 (AREA= 581 SOFT) HGROUND WIGHEST ATER FOUND D'(TEST TER=IHOLE,NAVD88) DigNet. Having utility lines marked prior to (PUBLIC WATER) digging is free of charge. 10 5 O 10 20 30 GRAPHIC SCALE I" = 10'-O" 0 WOVEN WIRE FENCE SYMBOL COMBINED SYSTEMS) HEAVY DUTY AND LOCKING 2"X"WOOD `BANE (MIN. 14 1/2 GAUGE SOTHIN 5 . EXISTINGAVEI CAST IRON COVER TO GRADE 8" MIN TRAFFIC o 111 \ 10'INAY C.TO G. MAX. 6" MESH x >< )( >< >< _ PAVEMENT �% \ • ) '/ / SANITARY / 0\SEPTIC FINISHED GRADE BEARING SLAB 3 �--% STAKE-� FILTER / LINE / MOUNTABLE \O TANK ; % '-� ,esc._ ,��.:_ 36" MIN. LENGTH FENCE EXISTING / b �-� '� FABRIC _s ':s%:..i°n POSTS DRIVEN MIN. 16" GROUND CLOTH PROFILE BERM / DIAMETER LIQ. DEPTH GAL/FT 2 '= - ' (OPTIONAL) Q•2, -�c . ,�. ROW-gallr, = INTO GROUND. 5o MIN / 8'm 5' 300 N F 20" MIN-I N i } N '414 �- 1L'e - / KITCHEN ( 4\GREASE ,- -- -4 2 n �� z ® )TRAPJ - - - - z �- _11 11_ <%'III■■■■■ HEIGHT OF FILTER / LINE \ O I =-1111-=7,11-To = 1 == III ° }-_:v •'• w _ = 16•MIN / MIN. 4"� 5DR 35 D 0 D I I ' Tri. '- 1-III_ I v _ EXISTING aQ _1I1I_1�=11�II' D v� IL- PVC PIPE OR ®®6 II Q 1111=1111=1111- a GROUND PITCHED- 1 v° W Nfr/ * UOQ w . `� v •• EXISTING CAST IRON COVERS TO GRADE MIH "',PER ®� , O DROP INLET m6) FABRIC / �, PAVEMENT FINISHED GRADE 9 J WITH GATE PERSPECTIVE VIEWgi I y RV_ ®I ? '���Z FRAME PLAN VIEW x i g 3' MIN. �,�._. 36" MIN. FENCE POST g 8"MIN,TRAFFIC uZ § COLLAR ' w --_ Pt �'ifogs, -~ BEARING TOP 20'MIN rr v 20'MIN N` s4 I x �`� WOVEN WIRE FENCE (MIN. 14 I/2 _ -C -_- r I 0 GAUGE W/ MAX. 6" MESH N INLET I -------- �'- SW - '�'° SPACING) WITH FILTER CLOTH 4 - )� �,, CUTLET ti 11 II 11 It If z CONSTRUCTION SPECIFICATIONS MIN 4. FLOW LINE J ] (; - I - Ti z FLOW SDR 35 PVC PIPE I MIN.6'm 5DR 35i ..---.:. , �'_ UNDISTURBED GROUND „ OR EQUIVALENT N:� err. I�a�Ji;,.C"i;{ _ I.STONE SIZE -USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PVG PIPE OR 81-0" -gRy�n::e 'r;'�ie y `- GATHER EXCESS COMPACTED SOIL PITCHED MIN. EQUIVALENT "W=: .uI ' I III c 2. LENGTH -NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE AlPER FT. PA. '�•"--- -'�� AT GARNERS - PITCHED KIN.)e/FT Y--� �� �- - EMBED FILTER CLOTH A 30 FOOT MINIMUM LENGTH WOULD APPLY). v (TO SEPTIC TANK 6 MIN. A MIN. OF 6" IN GROUND. 4' 3. THICKNESS-NOT LESS THAN 51X(b) INCHES. En 8-A OR SEWER MAIN z PENETRATION u1 l INTO A VIRGIN � S O o CONSTRUCTION SPECIFICATIONS �EGTIIN VIFI� 4. WIDTH - TWELVE (12) FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT I` Z - --MONOLITHIC Fn\\(HIGHEST RECORDED GRND,WATER STRATA OF SAND POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24) FOOT IF SINGLE ( � iv IBASE SECTIONAND GRAVEL I. FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. L J I - APPLICATIONS. I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS HITH WIRE TIES 5.FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING BACKFILL MATERIAL 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. OF STONE. z (CLEAN SAND a GRAVEL) II WIL L BE OVERLAPPED TO THE NEXT STAKE. em i EI 3.STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE b. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 TYPICAL SINGLE GREASE TRAP TYP. SANITARY LEACHING POOL (LP) MINIMUM LENGTH OF 3 FEET. IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,6" MAXIMUM MESH OPENING. \E- THE DEEP.5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF HIRE MESH BEHIND 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- �.MRVENT TRA -THE ER FLOWIN OF SDIL BE MAINTAINED INA CONDITION WHICH WILL SCALE: N.T.S. SCALE: N.T.S. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGFfTS-0F-WAY,ALL FILTER FABRIC FOR SUPPORT. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,HASHED OR TR ACTED ONTO PUBLIC RIGHTS-OF-WAY (�'� 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL MIRAFI IOOX,STABILINKA TI4ON,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. v BE SECURELY FASTENED TO THE STAKES AND FRAME. 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. 8. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH :11 AUG 1 .8 2015 6.A 2" x 4" HOOP FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN SEPARATION DISTANCE REO'MTS FOR HEAVY DUTY AND LOCKING "BULGES" DEVELOP IN THE SILT FENCE. I.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SANITARY LEACHING STRUCTURES CAST IRON COVERS TO GRADE '1"�SouthoTown - FILTER FABRIC (OTHER THAN RESIDENTIAL): - Planningg Board I U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED MINIMUM HORIZONTAL SEPARATION DISTANCES: FINISHED GRADE NATURAL RESOURCES CONSERVATION SERVICE = -"_ " , /,, ,, ,,,,,, ,, _ _ DROP INLET NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE A.BUILDING av CELLAR - 10'-0' 8"MIN TRAFFIC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION B.BUILDING ON SLAB - 10-0 24 24 NEW YORK STATE SOIL d WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL d WATER CONSERVATION COMMITTEE FENCE NEW YORK STATE SOIL s HATER CONSERVATION COMMI"ITEE ENTRANCE G.WATER LINES 10-0 . I i BEARING TOP D.SURFACE WATER(WETLANDS) = 100-0" 20" MIN.� v (N k 20" MIN _1 1 m F.PUBLIC WELL = 200'-0" _ a ' _ G.PRIVATE WELL = 150'-0" I ( I -C °- I I dJ /1 - Q H.RET.WALL(WTRPROFF) = 10'-O" INLET Q !-+� Cq STOPPER OR J.U/G FUEL TANKS = 20'-0" Z a� GRADE GRI = EL. 17.8 END PLUG SUITABLE K.U/6 UTILITIES = 5'-0" I. cV . , CUTLET (Ni GRADE ® GR2 = EL.17.65 GAS LINE/SEWER LINE CROSSING NOTES: COVER L.STORM DRAINS OR " MIN 4'DIA. I " J FLOW LINE J I RECHARGE BASINS= 201-0" SDR 35 PVC b MIN 4'DIA. T' I. THE CROSSING OF GAS AND SEWER LINES SHOULD BE AVOIDED UNLESS TO GRADE I - - SDR 35 PVC I�-1 m . 44$104;144. PROVEN ABSOLUTELY NECESSARY IN SUCH CASES: 'J'"'-�"^" "�^- 1 I M.CATCH BASINS,NON-LEACHING = to-0PIPE OR ;- • d� . I PIPE OR N.SAN.Li'. = 8-0 EQUIVALENT I - •r4.4.7#4" r4.4.7 A.SEWER LINE SHALL BE LAID BELOW GAS LINE.AT LEAST EIGHTEEN P.PROP.LINES = 10'-0" PITCHED MN a1` o -��BAFFLE �- PITCHED �., •• ��,��� �� COMPACT FILL (IS) INCHES SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF Q.TOP OF EMBANKMENT OR STEEP SLOPE Li irAlid& �����►������� THE GAS LINE AND THE BOTTOM OF THE SEWER LINE. 05�SLOPE BOA: GREATER) = 25'-0' YIN/I FTj (� dJ _ WALL I C1 )b IN/I FT ((� �, �, B. SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT R.BLUFF - 65-0 a �' , `'�.`' TOP ® EL. 15.61' S 5.SEPTIC TANK,PUMP STA,GREASE TRAP '4 c� z OF GR0551NG. E'�I x z LLI u_ PROPOSED SANITARY PIPING 2. WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINE OR MANHOLE = 8'-o" :I• O REINFORCED DOUBLE STRAND BOTTOM ® EL. I534'5 ABOVE THE SEWER LINE,THE FOLLOWING ADDITIONAL CONDITIONS SEWER PIPE T.SWIMMING POOL = 20'-0" d Z i I. CD f 0 RUBBER HOSE 2 #I2 WIRE MM 11 PIECES TWISTED / *, # APPLY: . 30° ELBOW = •d I h-�-1 '( -,- - Z 0�� �OI��OI� A. A VERTICAL SEPARATION OF AT LEAST EIGHTEEN (IS) INCHES I O cQiw Ir 1 , _ SAUCER - ��,��**#, SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE ANDO SEPARATION DISTANCE REO'MTS FOR I' Q" p/ .-a LOOSEN BURLAP 3" MULCH - I�OI�,� THE TOP OF THE GAS LINE. SANITARY SEPTIC TANKS , dl O a I'O'MIN. O� B. GAS LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT (OTHER THAN RESIDENTIAL): • - - -° - �•- -'- I k,y AROUND TRUNK 74 ^ a ° • ��•• OF CROSSING. MIN# 11 .HORIZONTAL SEPARATION DISTANCES: fl N GRADE �I O ••' %°i�'�'- :::•'•'�''"��' � ,�I , IG. SEWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS A.BUILDING HI CELLAR= 10'-0' _ ��� >�o ....: ..:n A. i.. TOP @ EL. 13.84' i (Ti %... N .... .:...::� THAT ARE EQUIVALENT TO GAS MAIN STANDARDS OF CONSTRUCTIONEMI II B.BUILDING ON SLAB = 5'-0" `9 i / N EXISTING IY2" GAS SERV. \� G.HATER LINES = 10'-0' / ' wP AND SHALL BE PRE55URE TESTED TO ASSURE WATER TIGHTNESSFT :::r.. i �.$ x O BOTTOM @ EL. 13.11'(� PRIOR TO BACKFILLING. 60° D.SURFACE WATER(WETLANDS) = l5' 0" / y WYE F.PUBLIC WELL = 200'-0" / --I ♦ .4 4.4 �.,L� MIX 25% PEAT ::. ✓ G.PRIVATE WELL = 100'-0" MOSS (DOGWOODS '\','. `;:. '. T�P`:S4fL` :..., \<:. �� �� ,�I`► i1J AND EVERGREENS j0•�►��� •• UTILITY CROSSING TABLE: TYPICAL CLEANOUT H.RET.WALL(WTRPROOF) = 10-0' / i-4 F' V v #, �'�� J.U/G FUEL TANKS = 20'-0" I I \ ONLY) Fi' lb'MIN. b' #A,��S No. UTILITIES NV SCALE: NOT TO SCALE K.U/G UTILITIES = 5'-0' � �,- 0.046- u L.STORM DRAINS = 20'-0" / ENGINEER: IPROPOSED EL. 1534' M.CATCH BASINS = 5'-0' I SANITARY LINE NOTES: N.SAN.(NON-LEACHING) (6? N E y�'QPLANTING PIT TRENCH DETAIL @ EXISTINGEL. 13.11 I. FOR GLEANOUT(5) LOCATED IN TRAFFIC AREAS,PROVIDE P.PUMP STA,GREASE TRAP / t � • 0�lGA5 SERVICE WITH TRAFFIC BEARING FRAME AND COVER. OR MANHOLE = 8'-O' �9 MINOR TREES SANITARY LINE / UTILITY LINE GROSSING " cs PROPOSED EL. 1534' Q.PROP.LINES = 5= ' ` , 3ii- - t 1,, w I R.SWIMMING POOL = 20'-O' �� 2 NOT TO SCALE L\ SANITARY LINE 5.TOP OF EMBANKMENT OR STEEP SLOPE n `I `' EXISTING EL. I3.1I' (15%SLOPE OR GREATER) = 25'-0' •�� (� SPECS FOR TREE PLANTING GAS SERVICE T.BLUFF =65'-0' •a _�� ��1 o . -.e I. TREES SHALL BE AN APPROVED SPECIES, ce __ ,o, GROWN UNDER THE SAME CLIMATIC ` `�' ft-/ �O �P SEE DETAIL THIS SHEET CAST IRON FRAME AND TRATE/GONER , OFESS O CONDITIONS A5 THE PARTICULAR SITE. THEY SHALL BE OF SYMMETRICAL GROWTH, CAMPBELL 1182 C OR APPROVED EQUAL z FREE OF INSECT PEST AND DISEASE, SUITABLE FOR STREET TREE USE. 'i \ 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX INCHES ABOVE FINAL GRADE o1 \ JEFFREY T. BUTLER, P.E. THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF THREE (3) INCHES. 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL z ?:�a;C.::. 2" TRAFFIC NOTES: \ -1 PRACTICE. THE FOLLOWING 15 DECLARED TO BE GOOD HORTICULTURAL PRACTICE: ... BEARING I. CONCRETE TO TEST NOTE: ALL PIPING INSTALLED (I) THE TRUNK SHALL BE WRAPPED HITH BURLAP OR KRAFT PAPER TREE WRAP AND 0 PIPE DIA.MIN.PER CONNECTION SLAB 4000 P.5.1 e 28 DAYS / AND SHALL REMAINBLDG SG IALL RON�LETAIVRING O THE TREES BE STAKED WITH TWO PITCH a I%MIN.(AS REQUIRED) (WHERE 2. REINFORCEMENT MEETS CQ (2) CEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH RUBBER PIPES �;• I APPLICABLE) A.S.T.M.X-615,A-185 SPECS -� I/ THE BUILDING TO A DISTANCE OF I AWAY j I- HIGH DENSITY POLYETHYLENE(HDPE) I 4 I I 11 I D 3. ALL SANITARY PIPING TO BEFROM BLDG PERIMETER. O HOSES. (SEE PLANTING DETAIL SHEET) SIZE: • I 4 I I D D , NOTE: CALC'S AND DESIGN PERFORMED IN (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE BALL DRN INLET TO SD CONN = IO'm MIN r I I I 4 1 4 D D 4"Q SDR 35 PVC ACCORDANCE WITH SC�DFE SPECS. N SHALL BE AT LEAST TWO AND ONE HALF (2Y2) FEET IN DIAMETER. SD TO SD CONN - Is•m MIN/ I I a 1 u D I D I LL CQ (4) ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL. ROOF LDR CONN = 4"m MIN III 41 41 I h I D I Z O I, 14 1 4 I 4 4 Q I D , 3'MIN. SEPTIC TANK - 1200 GAL. .. a I 4. ALL TREES LISTED UNDER (I) HEREOF SHALL BE BRANCHED NOT LOWER THAN SIX CONCRETE DOME TOP 3' MIN. i II II 4 r-1 D I z (6) FEET - WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF I 1 I I, a I a I, I D SCALE: NOT TO SCALE J } TOP OF 4 FEET. A ---b"N STEEL PIPE I a ' 4 a ° ' D ' GEOTEx 351 BY - Z m 1 (Z/ I I I 4 I a -' I, I D I WRAP STRUCTURES ' ' O O Z WITH FILTER FABRIC '� I �j I- I O CONCRETE FILLED PPROPEX) 0 <b e) N rZ D_ LANDSCAPE NOTE: L PAINTED YELLOW SEPARATION DISTANCE REQUIREMENTS FOR a I r� I-a D 1 D STORMWATER LEACHING STRUCTURES AND 0 D k (� '� I I. ALL LANDSCAPING A5 SHOWN ON APPROVED SITE PLAN SHALL BE MAINTAINED IN A PIPING(OTHER THAN RESIDENTIAL): I 1 4 I 4 I 4 D I II I IA z O VIGOROUS GROWING CONDITION. ANY PLANTS NOT 50 MAINTAINED SHALL BE RI 11 4 1 a I I i D I I Q HORIZONTAL SEPARATION DISTANCES FOR STORM 1 4 1 4 I I 1 LID l I •� O REPLACED WITH HEALTHY NEW PLANTS OF COMPARABLE SIZE, TYPE,AND QUALITY AT DRAINAGE LEACHING POOLS: .J _L 041.u0 -() 0 0 THE BEGINNING OF THE NEXT IMMEDIATELY FOLLOWING GROWING SEASON. PROPERTY LINE = 10'MINIMUM I ILLI O - BUILDINGS WITH CELLAR = 10'MINIMUM Z NON-RATEABLE V HI 0 VZn BUILDINGS ON SLAB = 10'GRADE HATER SERVICE INE/LATE MINIMUM 10' = 10'MINIMUM iv 10'DIAMETER SOIL Wqff. iGROUND WATERTzSANITARY SEPTIC TANK = 20'MINIMUMb" MIN N'.:,::.5T0 EBLEND:':::`•:.::::::::::::::•:::::.::`::•::.:::••::.;:.::::::::: :::ANITASPHALT CONCRETE TYPE b1 5 ARY LEA HIN www.dignetnycli.com ch.com \ \ \ LEACHING POOL 20 MINIMUM � O 9 y a (PENETRATION) � ' Lf) \ \ �:' moi. '"ri , .. / / IS or / GREASE TRAP - 20 MINIMUM RATEABLE SOIL • - 4-079. 44 In D y g M 0 iir If NEYl Y00K CITY _ " •! r• • BASE COURSE .� t� ,o1P. �� ; in�r e a coiUrzse� 0 - 0 ''\ www.call811.com / /\� PUMP STATION - 20'MINIMUM • �i'� �:• ""IT°Iv • �i > ° ,/°� °� '�"' 11) LONG ISLAND (for other states \��\�/\ MANHOLE = 20'MINIMUM / i /.</c'ii :% '� ` .�% % %fi � i��Tjfi 'moi/'�7j• fi'• i�%j•�TT7�T i'r�'T 1' LL _1 \ PRIVATE WELLS = 50 MINIMUM \\\\\\\\\\ \\ \\\\\\ SOASE\\ \\\\\\\\\\ \\\\\\\\ \\ \ STONE BLEND BASE-95X5 COMPACTION(STANDARD PROCTOR) 2 LO Om m / RETAINING WALLS = 10'MINIMUM UNDERLYING SAND AND GRAVEL STRATA !\\//\\/\\ \�,/,\\//�\\/�\\//�//�\\i\\i \ \ \/\/\/\/\\/\��\/\/�\//\//\\/� \j\\j\\\\`\`'\`'\`\`\"\` \`\`\`\`'\`'\�\'\'\ \'\'\ \ \ u) O00-272-4480 1811 FUEL STORAGE TANKS(BELOW GROUND) = 20' '4 ///,� //l / �[�->.,. // /� 1�>L ' j\ /j ��l� /\ �/ jay/%��/1`�/\y\ //\/\/4 Z ILI MINIMUM NOTES: Q z CQ :> I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 0 -7 Q GRAVEL ROADWAY ' 1 0 HORIZONTAL SEPARATION DISTANCES FOR STORM PAVEMENT SECTION (MINIMUM THICKNESS) PAVEMENT SECTION (MINIMUM THICKNESS) By law,excavators and contractors working in the Far safety reasons, homeowners are strongly pRAINAGE NON-LEACHING STRUCTURES: 2.COLLAR MATERIAL SHALL BE CLEAN GRAVEL ONLY. five boroughs of New York Cityand Nassau and encouraged to call as well when planningany ° # 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. COMPACTED WEARING " g 9 Zo 3500 CONCRETE WATER SERVICE LINES/LATERALS/MAINS = 5'MINIMUM COURSE- 34 STONE BLEND 2 ASPHALT CONCRETE Suffolk Counties on Long Island must contact type of digging on their property.Homeowners t UNDERGROUND UTILITIES = 5' MINIMUM 4.USE 15' DIA GORRIGUGATED HIGH DENSITY POLYETHYLENE (HDPE) HEAVY DUTY PIPE FOR WEARING COURSE I I/2" Dig Net, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by " GREASE TRAP = 5'MINIMUM INTERCONNECTION OF ON-SITE STORM HATER LEACHING POOLS COMPACTED BASE COURSE I 1.-2.4) -2 Q I (EXISTING BANK RUN OR 6" ASPHALT CONCRETE P A ^ E . but no more than 10 working days(excluding calling 811,the national call before you dig PUMP STATION = 5'MINIMUM A. HDPE PIPE SPECIFICATION(AASHTO M-2q4) OTHER SUITABLE MATERIAL) BINDER COURSE 2 1/2" /�--/, weekends and legal holidays)prior to beginning number. For excavation work completed on MANHOLE = 5'MINIMUM B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) any mechanized digging or excavation work to personal property,it is the contractor's SANITARY SEPTIC TANK = 5' MINIMUM G. WATER-TIGHT JOINT TESTING SPECIFICATION(ASTM D-3212) FINE GRADE SOIL BASE - STONE BLEND BASE 4" ensure underground lines are marked. responsibility--NOT the homeowner's-to contact p� A D.GASKET SPECIFICATION(ASTM F-4T1) Excavators and contractors can also submit DigNet. Having utility lines marked prior to BOLLARD DETAIL VERTICAL SEPARATION DISTANCES FOR STORM GRAVEL D I\/EHAY/PAI i(I NS AREA l p E /\ locate requests online,through ITIC. If you do not digging is free of charge. DRAINAGE LINES: '` Y +' ` I I`ll I`llJ l tl� 1`� 2 currently use ITIC,please call 1-800-524-7603 SCALE: N.T.S. WATER SERVICE LINES = IS" MINIMUM TYPICAL STORM RATER PARKING FIELD SECTION PAVEMENT SECTION for more information. SANITARY HASTE LINES = 18" MINIMUM LEACHING POOL (SD) DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE O f 2 1 NOTES: COMMON PATH FINISH SCHEDULE SYMBOLS X \` SECTION 1015 OF EGRESS TRAVEL O SMOKE DETECTOR m EXHAUST FAN XxN (IOT PER GOOF-) / \ EXIT ACCESSRAVETRAVEL DISTANCE PROP. RM FLOOR BASE WALLS CLG TRIM 1015.1 TRAVEL DISTANCE LIMITATIONS. EXITS SHALL BE SO LOCATED ON EACH CARBON MONOXIDE DETECTOR 0 PULL STATION STORY SUCH THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED LEGEND � (ONE PER FLOOR) I HOUR WALL ASSEMBLIES (INTERIOR PARTITIONS FROM THE MOST REMOTE POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT F' �, FOR STAIRWELLS AND ANY OTHER NOTED WALLS) SHALL ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS TRAVEL,SHALL MARK DESCRIPTION Z Q z z BE BUILT IN ACCORDANCE WITH THE FOLLOWING: NOT EXCEED THE DISTANCES GIVEN IN TABLE 1015.1. < u� v Q o ` ' LEGEND: •ONE LAYER 5/8" TYPE X PLAIN OR PRE DECORATED > PATH OF TRAVEL PI v X , r$§ IR @ < ,s, PROPOSED KITCHEN HASTE PIPING KW KW GYPSUM WALLBOARD,WATER RESISTANT BACKER BOARD TABLE 1015.1 In a_ ry R_ 8 d cn o v II-m OR VENEER BASE APPLIED PARALLEL WITH OR AT EXIT ACCESS TRAVEL DISTANCE ® FIRE EXTINGUISHER PROPOSED SANITARY SEl^ER PIPING ss ss RIGHT ANGLES TO EACH 2X4 HOOD STUDS 16' 0.G. OCCUPANCY WITHOUT SPRINKLER SPRINKLE' VESTIBULE 0 0 0 ® ® PROPOSED 6A5 SERVICE PIPING 6 6 JOINTS OF SQUARE EDGE, BEVEL EDGE OR PRE DECORATED SYSTEM(FEET) 5Y5 EXIT REMOTENESS SCHEDULE KITCHEN AREA 0 0 0 0 WALLBOARD MAY BE LEFT EXPOSED. STAGGER JOINTS EXISTING HATER SERVICE PIPING w JANITORS CL. EACH SIDE. (LOAD-BEARING) A2 200 NO. AREA TRAVEL DISTANCE THICKNESS: 4 1/8" FRONT SIDE STORAGE RM. ® 0 0 0 0 APP WEIGHT: 1 PSF Note: BUILDING 15 NOT SPRINKLERED SCOPE OF WORK: FIRE TEST: UL RI3Iq-4,6,DESIGN U305,6-11-52;82717-3q, 1-20-66; 1016.2 CORRIDOR WIDTH. THE MINIMUM CORRIDOR WIDTH SHALL BE DETERMINED O VESTIBULE 55' 4 REST ROOM R350I-52,3-15-66. ULC DESIGN W30I IN SECTION 1005.1, BUT NOT LESS THAN 44 INCHES. I. INSTALL PROPOSED WALLS AND DOORS. (AS SHOWN) DINNING AREA 0 0 0 2. INSTALL NEW FLOORING, TILE HALF WALL, TRIM AND BASE. SOUND TEST: OR 64-8, 2-4-640 KITCHEN (REAR) 53' 19' 1016.3 DEAD ENDS. WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY 15 3. INSTALL PROPOSED PLUMBING FIXTURES AND REST ROOM FLOOR HALL AND CEILING REQUIREMENTS PER: REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO ACCESSORIES. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DEAD ENDS IN CORRIDORS MORE THAN 20 FEET(60c{6 MM) IN LENGTH. O UTILITY ROOM 52' 17' 4. APPLY NEW PAINT TO EXISTING WALLS AND NEW. o BENJAMIN MOORE, I COAT PRIMER, 2 FINISH GOATS. '^ FOOD ESTABLISHMENT PLAN REVISAL 0 STORAGE ROOM 40' 49' FINISH SHALL BE WASHABLE - EGGSHELL OR SEMI GLOSS. PROPOSED WALL CONSTRUCTION FOR FOOD PREPARATION,FOOD 5. INSTALL SMOKE AND G.O. DETECTORS. STORAGE AND TOILET AREAS SHALL BE SMOOTH, DURABLE AND 0 KITCHEN (FORWARD) 31' 40' 6. INSTALL NEW EXIT LIGHTING AND FIRE EXTINGUISHERS EASILY CLEANABLE. FLOOR TO WALL JOINTS ARE TO BE COVED. FLOOR DRAINS SHALL BE INSTALLED WHERE INDICATED. WALLS SHALL 6 REST ROOM BE CLEANABLE,NONABSORBENT,LIGHT-COLORE[ AND HAVE NO OPEN EXISTING O 19' 65' CRACKS. CEILINGS SHALL BE FINISHED 50 A5 TO PROVIDE A JANITORS C.L. PROPOSED KITCHEN AREA NONABSORBENT, EASILY CLEANABLE SURFACE. I I I 1 0 SEATING AREA 10' 49' 1 HOUR WALL ASSEMVENT Tom,Rom I O BASEMENT 28' (REAR) BILCO DR ALL FIRE BARRIERS MUST BE CONTINUOUS / I / -I- — NOTE: _.., _N7 . A SMOKE AND FIRE ALARM SYSTEM SHALL / i i �p — H a '' BE INSTALLED PER TOWN OF 50UTHOLD / CODE. INSTALLER TO SUBMIT PLANS TO ( 3 SINKCOMP'O 5H I Iq'3" r d 4 ' ° 'e'° 'e �d BUILDING DEPARTMENT OF APPROVAL. % 4'-p• �, 14'—II" I �n Da 1 EXIST. f4 " / MOP SINK 1 I I f DIRECT DRAINS• 1 SEE PLUMBING NOTE 3 , I / }7pRoposED ,dEX1G SRADIE 2• I j EXISTING GRADE AREA CALCULATIONS 18, i[17 _ ___I Q•/ Cp•,� Y1 I/2 / PROPOS® ��INFILL *EXISTING BASEMENT(MECHANICAL EQUIPMENT) *480 5.F. ° o 'PRUP05ED FOOD SERVICE EQUIPMENT(YJTGHEN) AIR 6AP 4• / TO GREASEPROPO D EXIT SEE WALL ASSEt BLY DETAIL *EXISTING CRAWL SPACE *384 S.F. I ' ., I lmA5°�B°0LYTRAP OF *STAIR TO CELLAR-BILGO DOOR *WA P•' • ' � m �� SIGN W/EMER LT6 (TYPIGAU PROPOSED KITCHEN AREA 360 S.F. I I V ID arr. DESCRIPTION MAHi1FAGTURER MODEL / 4'd KITCHEN WASTE LINE / SEWAGE \ EXISTING WINDOW 0 PROPOSED DINING AREA 360 5.E - _ .d ° :1..4. K3 I 3 COMPARTMENT SINK 2" UNIVERSAL LJI818-3L-15" % DISPOSAL \ \ \ EXISTING *EX.JANITOR'S CLOSET *31 S.F. a 'e •' ° .A7 • ".t..4'; `' - •• v .°4'41,: • v -T:11 K20 I HAND 51N:W/REAR SPLASH GUARD l!'2 KROWNE H5-2 AND H-107 / / SYSTEM VESTIBULE *EX.VESTIBULE *25 S.F. 4 J a •1- AND 2 SIDE SPLASH GUARDS / PLUMBING RISER DIAGRAM % �''�A 0 T18 S.F. W cv *HAND SINKS TO BE OUTFI I ILi)W/MAGNETIC SOAP DISPENSERS AND PAPER TOPE!.HOLDERS / / <f 6, PROP.FL.MAT, 15'] *EXCLUDED FOR PURPOSE OF CALCULATING OCCUPANCY SEATING. D'; /'1 • r I I I �jA KITCHEN WASTE r/A 2 P+ORCE AIN TILE = ro15� EXIST.H.W 9i o EXISTING Elea.HOT HATER i-+� m y —� ' HEATER •' HD/FEWER HEATER ^ SCALE: NONE a (DIST=4') • ,d • ' d DIRECT VENT (SERVICE TO REST ROOM _ 6/5r;��� 06 SEATING CAPACITY \ ) ' OBASED ON OCCUPANCY OF A-2 D•aPROP•HEATER •�� :1 O �. PLUMBING FIXTURES) METHOD 1 METHOD 2 -L. N_PROPOSED I.SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE 'd 0 X /LIz Li_ EXISTING PERMIT# o', EXISTING STEEL COLUMNST3EXISTINGHi c,+ FIRE EXTINGUISHER t Z. = 2.ALLOWABLE AND PROPOSED OCCUPANCY 15 6 PERSONS. 4 * 2x8 F.J.(Ib"O.G) ° PROPOSED GAS HOT WATER HEATER PROPOSED I EX.24"W DRI *' - o \ \ DIRECT VERT EQUIPMENT EQUIPMENT (DIST= IO') "-' o M (SINKS,DIPPER WELLS, (SINKS,DIPPER WELLS, 1 REST ROOM I \ Imo— PROPOSED 3 0 D•, PROPOSED D, (PIPED TO SERVICE PROPOSED PS) ED O / SMOKE DETECTOR I1 --.I q K I TGHEN v PLUMBING FIXTURES ONLY) , I STEAM TABLE DRAINS, STEAM TABLE DRAINS, � z g .d • CONDENSATE DRAINS, CONDENSATE DRAINS, 7 VENT THRU ROOF I 7PROP.FL FL.MAT.. TILE - x 7d O CQI ETC) ETC) , / zn 0 EXISTING EXISTING LT6:SHATTERPROOF RECESSED LT6 FIX w TIRE PROTECTION NOTES: ,o • O JANITOR'S CL. 9' EXISTING vi OUT LET �OUTLET / / FROM: N.YS.FIRE CODE, (i1 8"xlb"GONG BLOCK 0 / / 8'O'u e• SECTION 610-COMMERCIAL KITCHEN HOODS `d WALL W/12"xlb" Dd W 0 N IN AIR GAP FLOOR SINK/DRAIN r PROP.FL.MAT._ •• [MI 610.1 GENERAL.COMMERCIAL KITCHEN EXHAUST HOOD SHALL - 1'AIR GAP - / / ;� PORCELAIN TILE I FOOTING 1Y� Qs RECEIVING LINE FLOOR / I / \ PROPOSED COMPLY WITH THE REQUIREMENTS OF THE MECHANICAL CODE OF a (2X DIA.OF OUTLET) / I / \ N.Y.S AND THIS SECTION. 4 a RECEIVING _ / I / O SENSOR [M]6102 A TYPE I HOOD SHALL BE INSTAI I FD AT OR ABOVE (TYPICAL) o LINE / ALL COMMERCIAL COOKING APPLIANCES AND DOMESTIC (1) ' • / / 0 0 0 COOKING APPLIANCES USED FOR COMMERCIAL PURPOSES THAT D•' W / I / PRODUCE GREASE VAPORS. •' F.� 11-11- INDIRECT / LAV • / PROPOS® 6103 FIRE EXTINGUISHING SYSTEM.AFIRE-EXTINGUISHING SYSTEM 'dPri ,d CONNECTION METHODS / vic20 7 / 11•D FRESH AIR IN CONFORMANCE WITH SECTION gO4.11 SHALL BE PROVIDED FOR 'o G `'G / / I�ET al TYPE 1 COMMERCIAL KITCHEN EXHAUST HOODS. ., 2x8 F.J.ITIN D.G)\ Dv ENGINEER: • 610.4 INSPECTION AND MAINTENANCE. COMMERCIAL KITCHEN Q1 (GRADE / EXISTING GRADE 8 EXHAUST HOODS SHALL BE INSPECTED AND MAINTAINED IN d \ •,, STING PLUMBING CONNECTION NOTES: / w ACCORDANCE WITH NEPA-q&. DIRECT DRAINS GA. I / \--i �, . EXISTING o . �4S .�Rk1. TO EXISTBE Nl^IrEEN A SEWAGETM�TESYSTD EM Atid ANY DRAINS ORIGINATION,A DIRECT CONNECTION AY NOT SEE NG FROM1NG��34'rC / TO SEPTIC TAIL s'; PROPOSED SANITARY WASTE LINE ° BASEMENT O4 • ��R b0 (WAS PLUMBING) OF PROPOSED Zs? s\_. TO PROPOSED SEPTIC TANK , oit/ EQUIPMENT IN WHICH FOOD,PORTABLE EQUIPMENT OR UTENSILS ARE PLACED. DRAINS FROM PROP05ED / 5E -c o . REFRIGERATORS,COOKING KETTLES,HOT AND GOLD FOOD TABLES,FOOD PREPARATION 4'A SANITARY WASTE LINE `- FOR CONTINUATION SEE SITE PLAN IQ '" "'� CD /J DISPOSAL 5-- 55 55 1 us SINKS,DIPPER HELLS,STEAM TABLES,SODA TOWER DRAINS OR SIMILAR EQUIPMENT SHALL BE / -, 0 z INDIRECTLY(AIR GAP)CONNECTED TO WASTE LINES(SEE DETAILS) HOUSE TRAP % SYSTEM 0 2'x2'x3'PIT 'd \ Nw • % 2. DIRECT DRAIN CONNECTION: USE FOR HAND WASH SINKS,MOP SINKS AND FLOOR DRAINS. x SECTION g01b.1-FIRE PROTECTION SYSTEM MAINTENANCE .- ' _ 'vd ' 3. WATER SUPPLY AND EQUIPMENT CONNECTED THERETO SHALL BE INSTALL® IN A MANNER A5 PLUMBING RISER DIAGRAM _ �, PROP. I RPZ DEVICE A �` ' iti `� c. STANDARDS D 4� 5 TO PRECLUDE THE POSSIBILITY OF BACK-FLOW. CARBONATED BEVERAGE DISPENSERS 4 _ (FOR MORE INFORMATION, �' 0 SANITARY WASTE �� • PORTABLE FIRE EXTINGUISHERS STANDARD NEPA-IO 7 CONNECTED TO THE WATER SUPPLY SHALL HAVE A VENTED DOUBLE-CHECK VALVE ON THE o = EXISTING FROM: TOWN OF RIVERHEAD OFFICE OF THE FIRE MARSHALL, S / SEE RPZ DRAWING) • • a x � O PR0��5 ° JEFFREY WITLER, P.E. HATER INLET SIDE OF THE CARBONATING CANISTER.. SCALE: NONE 0 / I I v ^ ` 3 STORAGE ROOM / I I (DIST=6') VENT HOODS I EXHAUST SYSTEMSEXISTING \ P b'-C"US.HT VENT HOODS AND EXHAUST SYSTEMS INSTALLATIONS SHALL BE PROPOSED SUPPLY a / I I P ELECTRICAL PANEL FOR BUILDING-_� Q X PORCELAIN TILE 0� PROP. IN ACCORDANCE WITH MECHANICAL CODE OF NYS EXCEPT A5 •' _ - •' p', �+ w -_ 36, SPECIFICALLY NOTED ON INSTALLATION DRAWINGS, tiX• P1- F FULL STA • J cri ;fl I \ \ © DUCTS SHALL LEAD DIRECTLY TO POINT OF TERMINATION. 0 ,dA. ,d =0 > -i DISCHARGE TERMINATION SHALL BE IN ACCORDANCE WITH THE Ca 42 MIN. 18" \ .,,..,r,, ...z- ....,.% PROP.EXIT SIGN MECHANICAL CODE OF NYS DECTION 506.3.12 o I- ~ _ _ W/EMER LTG • DUCT CLEARANCE SHALL BE IN ACCORDANCE WITH THE >` �d . . V740.:ii MIRRORPROP. ,( (PROP.FIRE EXTINGUISHER MECHANICAL CODE OF NYS 506.3.6 FIXED EXTINGUISHING S •d � O , ;�'NI �; LAVATORYl ') E.F. PROP.IAY. I EXTT I SYSTEM INSTALLATION(GOMMERGIAL COOKING EQUIP) S>< O 4 \\\J �I������ _ ^ y • »>��ii�j����i���ii • FIXED EXTIN6UI5HING 5Y5 INSTALLATION SHALL BE IN D o � o , C/1 JL (�]QGRAB BARSPROP�� A PASS THRU OPENING ACCORDANCE WITH NEPA ILA AND THE MANUFACTURERS =+ aaz z O 3'-0' 6" �' T ROOM I\ i c� INSTRUGTIDNS. ONLY MANIFAGTURERS LISTED EQUIPMENT OR g EXISTING wEXISTING Z z �-(CLEARI1 pppR KC� MANUFAG1URESS APPROVED ALTERNATES 5HALL BE USED. p', 2x8 F.J.(Ib'O.G.) Cs. 2x8 F.J.(Ib'O.Ga O Q (�FLOOR A =� b-O"CL6.HT. / • MANUAL PULL STATION INSTALL PER NY5 FIRE GORE SECTION v, \ \ \ > < ___l XII " . . o 2'-0" r-6" -T" t'-4" \ [---I (� OAREA `� /� • Z PROP.FL.MAT.= / , / / gol.4 rn d P a a ° I z O L_ _ _ J o / \ I \ v PORCELAIN TILE NOTE: PULL STA.SHALL BE ACCOMPANIED BY APPROVED v rn ("(� H L ,30"MIN. CLEAR FLOOR AREA it FQn o \ / : PERMINATE SIGN THAT READS: WHEN ALARM SOUNDS- r V ' 124 r H I ,< Q L_ rp�- b-b 12-5" AN AUTOMACALL TIC 5I-UT-OFF SHALL BE PROVIDED FOR EACH Q 8Xx16INGONG BLOCK W w �1 O N (Y (� x _ � / _� PROPOSED INTERIOR WALLSEPARTMENT. Q - SELF / r>7<1 GIRDER SUPPORT COLUMN • H. .14-L..\ i SYSTEM. UPON OPERATION OF THE FIXED-EXTINGUISHING ���N - CLOSING DR�i���i�ii��/ SEE WALL ASF.IB•IBI_Y DETAIL EXISTING �) (TYP OF 3) I• ' II • (TYPICAL/ SYSTEM,FUEL OR POWERED TO ALL COOKING APPLIANCES 2x8 F.J.(I6'O.G� z Q O O ELEVATION O ELEVATION 3 _ PROTECTED BY THAT SYSTEM SHALL BE SHUT OFF. .d \ w Al'(DIST= I6') O ^ r� \ 0 Ir♦l PROPOSED KITCHEN WASTE LINE x '<, w L.J W 0 FOR CONTINUATION SEE SITE PLAN EASE TRAP D°�4 Q1 EXISTING �d C/1 Z CRAWL SPACE a N Iy _ p cv >n RESTROOM AGGESSORY SGH. 54"MIN. " = \s'i,45 I 'I5-- Kw Kw vA Z O I 3-6 I-0 PROPosEvc C a O Ll_ O O /I� TISSUE DISPENSER - BOBRICK - o S1 �-+1No. 8-4338 SAB SMOKE DETECTORi' D • ;" -:I ill M 514-416 MIRROR - q gin 4 J 4 U EXISTING G \ BOBRICK No. 5I65-1836 MIS , Q •d EXISTING x ,d �"c Q 1` O T—P LAVATORY PROPOSEDEXIT \ ��_� a 2x8 F.J.(Ib'D.G.) z 2x8 F.J.(16"0.G) 6 g E� o }� W GRAB BAR - 'g A • ,-q '._ SIGN W/EMER LTG PROPOSED a• \ \ N \ \ �v` F- Z 1- BOBRIGK No. B 6106.36 36" x 1 1/2" I..—r—' „, m N I Q PROPOSED SEATING AREA < d Z GRAB - - FIRE EXTINGUISHER 0 7 `T GRAB BAR No. B 6106.42 42" x I I/2 IR `� NOWm FLOOR AREA. 281 sa.FT. v' M_ O " n 4 ► EX: CATHEDRAL GLS. 4 I— - - P-, I Va �1 ® _ PROP.FL.MAT.=PORCELAIN TILE > .:- .' a D v p .:- .- v D`� N v o ' - A GRAB BAR - 8'KNEE CLEARANCE TISSUE HOLDER ,, ISI limn (6 SEATS) I e . . '�,, e o . . •o. e e a D •,,,, • e o -•e N BOBRICK No. B 6106.18 16" x 1 1/2" I'-5'IAV.DEPTH _ WATER CLOSET / • �bWa� N 3 ELEVATION 4 ELEVATION EXISTING WINDOW EXISTING WINDOW r • O OMAIN LEVEL PLA - PRP - C� C 0 C TYPICAL HANDICAP DETAILS 1 N PROPOSED ALTERATION CELLAR PLAN - MECHANICALS D r (FROM IGC/ANSI AII1.1 2003) , " HANDICAP GRAB BARS SECURED TO HOOD BLOCKING AND LOCATED SCALE: I/4"=I'—O" 0 2 4 62 JUN 12 2015 SCALE: I/4 —I O 0 2 4 6 Southold Town AS PER A.N.S.I. I GABA.STANDARDS(SEE ACCESSORIES) Planning Board OF I 1 • PARKING GALL: SANITARY SYSTEM CALCULATIONS: H.G. PARKING SIGN NO PARKING(SEE DETAIL THIS SHT) ANYTIME" SIGN o f`; �-EG END: PARKING REQUIRED: PROPOSED USE: RESTAURANT t ?' RESTAURANT, EXCEPT DRIVE-IN: 1 SPACE /3 SEATS ' N � eve PROPERTY LINE _ ° y Y7 - 6 SEAT RESTAURANT: 6 SEAT/3 SEATS = 2 5P. SEATS: DENSITY: KITCHEN: 6' CHAIN LINK °ro a m B°"�'°} � :fl LINK FENCE SITESANITARY SEWER PIPING ss ss EX. BUILDING 6 SEATS 60 GPO (10 GPS) 120 GPO (20 GPS) ]JJ..__CHAINPARKING SPACES REQUIRED: 2 SPACES TOTAL: 6 SEATS 60 GPD 120 GPD // WHITE PN SLATS - PTV SLATS , • ill ,� 9 '{I F,,:ut LO WATER MAIWSERVIGE PIPING w PARKING PROVIDED: 3 SPACES(INCLUDES I H.G. SPACE) TOTAL DENSITY LOAD = 60 6PD 6 �o ` *. ,• ,'&�','A .off�'� �` STORM DRAIN SD SD TOTAL KITGHEWGRAY LOAD (+) = 120 GPD = TOOL ® 12 O.G.E.W PAD FOR RO1..., Z9 I b" CONCRETE '.."����xa`F��F A w,, :u TOTAL HYDRAULIC LOAD = 180 GPO O EDGE , DUMPSTER 2° tA, ® „ `y �t licisA"n Estates F•'"-?�'�' ',+�'�"r. .�;,:�'v�,,,��� FLOW ARROW I '7''.-- :F, GA G• PROPOSED MINIMUM COMMERCIAL SANITARY SYSTEM W/GREASE TRAP: _ ru- pSTORM DRAINAGE L AVA ".{' a.r/ _1100 GAL SEPTIC TANK(8 )x4 EFF. DEPTH) IMB , PRECAST STRUCTURES ` EXISTING BUILDING () 2" SAND BAND , T `: i=7. \ le: GRAVEL/PAVED AREA = 244 SQ.FT. I I C00 GAL GREASE TRAP MOUNTING I7 ,,.. (SEE PLAN FOR LOG t TYPE) , h 1 11 1 11 1 11 I 11 , .x ,., �tA' ;iv.,..w-i,ft: `.,7�:f4o,:4.`�.`":7_�Ai:! "f; a-o e_o a-0 E -0 2- 5 TOP 4 f>:.: ,�: !..: - (INCLUDES DRIVE,PARKING,H.G.PARKING,MANEUVERING (2) 8'� x 6' EFF. DEPTH LEACHING POOLS FENCE EDGE `�'>t�:s��atbnnc��s�d,"�_v"rr<'-�.`,� �ti;�'<;.°:s;`:.,�'}' ;`^�;•��s:�`y`">�` AREA AND DUMPSTER SLAB) I I , ROOF AREA: 1,021 SOFT • 50% EXPANSION SHOWN BEAM TO EXTEND 10" BOT. CONT. o , ' ,4$4,,t-,,,,,,,,, EXISTING CONTOUR �_6_�_�� • MAINTAIN 5% GRADE WITHIN 20' OF SEPTIC SYSTEM MIN. BELOW FIN. GRADE I'-O" W/ 3 TIES ® <, �1 ,A, 1. * `r i '� VOLUME = AREA X RAINFALL X COEFFICIENT TYPICAL PARKINC_pETAIL 24"t oG. ® ;",1,,,-,..4 , :01.f. k 54RAINFALL = 2" = 0.161' NOT TO SCALE SECTION A � ` ",y, fi4GOEFFIGIENT OF ROOFTOP/PAVEMENT = I.OI BI_On "rx� F I JOCKEY CREEK DR �. �`.a �:.�"�'r'� z- ,t 4 NLt�l GRADE 0 MENT BY REMOVAL: ^t gam` ' t sy EXISTINGBANDON ROOF RUNOFF: EXISTING SYSTEM TO BE ABANDONED BY REMOVING ALL _ , -`< • ,,.!:,7,,_ G F' ,41' I#1, a r. ;=: --`--:`#`I.'ANNii,,,,k'e=1,,,,,,,,,,."...:�,,:j:„,...,„.,,t,,,,„. Ip21 SOFT.x 0161 x I.0 = 1105 GUFT VOL. RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, DUMPSTER ENCLOSURE DETAIL I .. oa , ' uta, 1` k' "' TEST HOLE • REMOVING THE ENTIRE STRUGTURE(5),BACKFILLING WITH RESERVED P4-6 ° .,:��: ;�:;�;::x-���.��� �� � t4�:, �I�s,�� y �:�w_ NOT TO SCALE �. ,,, - fe N PARISH DR t- PAVEMENT/GRAVEL RUNOFF: SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY ( �/ �=1,� :`, ��F� v"a`'*Y� �n FINISHED FLOOR ELEVATION FIN.FL.EL. = 2,544 SQ.FT.X o.161' X ID =42485 GUFT.VOL. COMPACTING. PARKING `��• I •5•D•0•T•� III) TOTAL VOLUME REQUIRED = 59534 GUFT. , Vag 7(77_7_7 1 , , (SEE- SITE PLAN FOR LOG) TOTAL VOLUME PROVIDED = 615.18 GUFT. EROSION CONTROL LEGEND HAIsID I GAPPED `g.. USE: (I) 10'4) x 9' LIO. DEPTH LEACHING POOL i pntiRK I LOCATION MAP: SILT FENCE BARRIER NOT TO SCALE SI�� SCALE: NONE EX.HYDRANT _ _ _ - - -INLET TO BE PROTECTED: - - - 9"WATER MAIN- - - - - - - - - - - �USE CURB DROP INLET PROTECTION OR - _ - EXISTING GONG.CURB ZONING INFORMATION• GfFILTER FABRIC DROP INLET PROTECTION ' • SITE PLATY I+Ofi . of Ex15rING GAs MAIN HAMLET CENTER 'HB' GRACE viCh NO PARKING _ O REPUTED LOG SON e0 O LOT AREA;20,000 SQ.FT. 555 ATED AT: 551150 MAIN ROAD 50UTHOLD N.Y. D EXISTING GONG.CURB 0 EXISTING: 5,444.46 SOFT. (0.13 AG.) TOWN OF 50UTHOLD SITE PLAN BASED ON ORIGINAL SURVEY BY: $--'- PROPOSED: N.G. SUFFOLK COUNTY,NEW YORK -11 JOHN G. EHLERS,LAND SURVEYOR,NYS LIG No. 50202 TO PROPOSED CONNECTION LOT WIDTH;60.0 FT. MAY 13 2015 --/� ' TO EXISTING 6A5 MAIN EXISTING: 50.50 FT. S.C.T.M# 1000-62-3-8 SURb EAST MAIN STREET RIVERHEAD,NY 11401 TEST HOLE PROPOSED: N.G. ZONING DISTRICT: 'HB' HAMLET CENTER Southold Town DATUM: NA:VD4-Oq-2015 EXISTINGPROU USE: RESTAURANT ` BY: MGDONALD 6EOSGIENGE LOT DEPTH; 100 FT. Planning Board DATE: APRIL 20, 2015 EXISTING: 40.0 FT. \II I PROPOSED: N.G. APPLICANT: 25 o GROUNDWATER BELOW GRADE R AT BASED ON ORIGINAL SURVEY BY: HIRED HOSPITALITY, INC. MAIN ROAD s•R' 13 FRONT YARD SETBACK; 15 MIN EXISTING: 1.0 FT. DUSTIN GRAF PL.S.,P.G. • DBA GRACE AND GRIT x1Sb' EL. 11.3' GROUND LEVEL O P.O. BOX 104 �' r PROPOSED: N.G. l x19.o' MIXED SAND,LOAM 510E YARD SETBACK: 10' MIN ROCKY POINT, NY IIT18 v t'l� ,s AND GRAVEL EXISTING: 4.0 FT. b31.821.3442 0 PROPOSED: N.G. a 0 rrnn EL. 16.8' 05' BELOW GRADE DATED: 03-24-04 Cq A UJ SIDE YARD SETBACK CUMULATIVE: 25' MIN �T� N < 0 BROWN SILT(ML) • I-+-1 r . EXISTING: 41.1 FT. EL. 14.8 tV 2.5 BELOW GRADE PROPOSED: N.G. `SITE DATA: �XISTIN6: PROPOSED: a 1- REAR YARD SETBACK: 25' MIN AREA OF SITE: 5,444.46 S.F. N.C. PROP. EROSION CONTROL MEASURE: - PALE BROI�IN FINE TO EXISTING: 383 FT. AREA OF BUILDINGS: O STABILIZE CONSTRUCTION ENTRANCE m MED SAND(SP) PROPOSED: N.G. I STY BLDG Ip21 SF. N.G. (SEE DETAIL, DWG No 2) LANDSCAPE AREA: 25% (1,314 SQ.FT.) CONTAINER 124 S.F. (TO BE RELOCATED) M M M S X REPUTED LOCATION OF EXISTING WATER MAIN _M EXISTING: UNKNOWN LOT COVERAGE: 1,145 S.F. 1,145 S.F. R M ND HTR ® PR.OPOSED: 21.52% (1,512 SQ.FT.) X illZ IL M-----m_-_-__ M 13.0'x TlG IS.6' �--M M S86°5 51 11 •�'01 EXISTING C,IJRB GUT TO REMAIN. B/G 18.1' 15.2 BELOW GRADE LOT COVERAGE: 40% MAX(2,148 SQ.FTJ POSTAL DISTRICT: SOUTHOLD ° , x11.2' a 4 EXISTING GONG.CURB EXISTING: 20B49b (1,145 SQ.FT� x17 4' EX.UTIL.POLECHOOL DISTRICT: SDUTHOLD M 4 WATER IN F'ALE BROWN PROPOSED: N.G.NG BIG 11.4'x ASPHALT Q ° EX(To REMAIN)N FINE TO MED SAND (SP) FIRE DISTRICT: 50UTHHOLD P4 1N6 GONG.CllRe PROP. EROSION CONTROL MEASURE: BLDG HEIGHT: 35 FT. MAX Z EXIST 4 ° EXISTING: 21.5 FT ELECTRICAL SERVICE: PSE6 LI LL! vC n8x INSTALL SILT FENCE ® EA. 510E OF DRIVE WATER SUPPLY: PUBLIC a a PROPOSED: N.G. w- a ° 4 4 - (SEE DETAIL, DWG No.2) EL. 03' 11.0' BELOW GRADE • ° ° a ill' / No. OF STORIES: 2 MAX FLOOD ZONE: WA 4 EXISTING GONG.SIDEWAL °° o ° 4 ° 6, --- EXISTING: I STY ." p ° ° - - SITE IS IN G.W.M.Z.: I�! 2 0 ° °� . . +. . PROPOSED: N.G. SGDHS APPROVAL AREA: 01 N PROPOSED LAWN AREA en } '' '' ., � • (TYPICAL WHERE HATCH IS SHOWN) ^e 9 lob MI>d:'. , . y .7.� `9 - ,� y LAND NOW OR FORMERLY OF: 63.50 111111111111.11111 13 MIN • 5' MIN ,.,..._/.• • : M\N x MULLEN REALTY LLG EXISTING PARKING O USE:Automobile Sales Lot H7 SPACE TO REMAIN LO : : g N Ni4 ILA ZONE: HB PROVIDE: �4 WATERTIGHT,INSECT-PROOF ADJUSTABLE MD LOCKING CAST IRON O A G.T.. g - (PUBLIC HATER) *'�` `" �' EXISTING FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) ENGINEER: EX.7 r., 0EX.PARTING y �� � y ?O I STY BLDG -6.--1\1-1/ ''''\\ N � SPACE TO cg -N PROPOSED MINIMUM COMMERCIAL SANITARY SYSTEM �6 r, O AG. �� o F.FL.EL.18.1 G.I.COVER G.I.COVER G.I.GOVE� G.I.COVER REMAIN I tS` 3•.::.• .:. � LAND NOW OR FORMERLY OF: W (EX.GRAVEL) �` ;• Z .:.. - USE:GREASE TRAP: EL=Ib.o' x18.0' EL=IBA' EL=OA' x18.0' EL=18.0' �� �� 134/1 ''' (y� , O t �.:. ... ? USE: xll.8' �� 9 , � 9 GSJP LLG N / (I) 1,200 GAL SEPTIC TANK(8' x4' EFF. DEPTH) -� ! coC r <�* ' USE: DELI -P :4 1":•10`,MIN `. ' :•. ..." : MIN.4'4p SDR 35 PVC PIPE OR EQUIVALENT A r w i1 0 ZONE: HB O X 5:t:.' ::.M� `. (I) 1,500 GAL GREASE TRAP MIN PITCH Y4"/LIN.FT. 1'n T.O.SLAB® N r ( w Q'•:': • (2) 5'Q x 6' EFF. DEPTH LEACHING POOLS 115'= 288' = 0.24'MIN SLOPE _ :v EL.Ib.26' TO.SLAB 0 n / ' To (PUBLIC,WATEf� O _ �� \ - -- 1_ ---- -_. - , -- - EL. 16.26 m� • /� ---� 95.: < • 50% EXPANSION SHOWN CFI > `�"' • MAINTAIN 5% GRADE WITHIN 20' OF SEPTIC SYSTEM INV.15.34' - -1 6'I 6 /7342V, , < 0 70 o + e INV.15.10 NINV.14b I INV.145' 3 Z , E� PRQP. EROSION CONTROL MEASURE: �, C, w ^'y ? . ':`; }... ` .; EXISTING BROKEN ASPHALT TO BE REMOVED _ ± CR1 INLET PIPE I ...__ , - INV.14.0' PERIMETER rn EXISTING ,... NEW ASPHALT PAVEMENT e DRIVE, DUMPSTER AND H.G. PARKING AREA FROM BLDG INV.15 _ i, INSTALL SILT FENCEP METE NN GAS LINE CROSSING u m :N.� ' '' �� ` .' � INLET PIPE JEFFREY T. BUTLER, P.E. < 15TY FR BUILDING dJ. : . . . :�n. .. -(5EE DETAIL,DWG No 2) •: ' :' (AREA = 1,663 SOFT) SEE CROSSING DETAIL., MIN.b SDR 35 PVC PIPE OR FROM BLDG. W/UNFINISHED BASEMENT DWG Not GREASE " SEPTIC IAN m s TRAP EQUIVALENT,PITCHED MIN. (� X, t . : 4. . 9.0'= 1.13' =0.10'MIN SLOPE TAMC FIN.FL.i.L. = 18.1 / :: s EXISTING � � ;... .. ..... � a SII :. .. . PROP. EROSION CONTROL MEASURE: \AG' y 1 L P BOT.OF TRAP = 921' o GRAVEL AREA: 111 ,2215Q.FT. C, INSTALL INLET •PROTECTION QI W 5^MIN: 32,1 . 3� BOT.OF TANK = 95 ^ _ y 10' MIN .'. ..• :`:•-: , .. 2g PROPOSED ASPHALT PAVED DUMPSTER SA' 8.0' !_.1 j co (SEE DETAIL,DWG No 2) �� ... �, i :. ' . : : .: : : • .... AREA - SEE PAVEMENT SECTION O W W PROPOSED DUMPSTER LOCATION } IY EXISTING BROKEN ASPHALT .' . (� LL SHALL REMAIN UNDER I W Ex.SEPTIC VENT ,, • ..iff >em' ;• L.. SEE DETAIL,THIS DWG KITCHEN RISER DIAGRAM z o oFE�asnNG - RELOCATED COVERED RACKS "C AG.+ W W W TO ABANDONED y W :: .5/WITI�RY SYS.': Q �., ABANDON EXISTING SANITARY SYSTEM SC, : PONE Q Z AND CONTAINER, THE O I y .`� �7 f S v W 20.3' O • 0 PER S.G.D.H.S. REQUIREMENTS Ili (FOR CONTINUATION SEE SANITARY RISER DIAGRAM BELOW) MAINTAIN 5�MAX.SLOPE FROM EDGE OF SANITARY > SURROUNDING BROKEN ASPHALT p �► c W W lO`.Nj/� . : A.�' y (SEE BOXED NOTE,THIS DWG) SYSTEM OUT 20'IN EACH DIRECTION ' " o �i Z Q • 1 DY :(0). M OirR SHALL BE REMOVED AND O W Ex. G E y ••• '':, : • y ('{) REPLACED W/NEW LAWN W AG. LAWN ":..:::: ? W 1N ~ of NEW YORK CITY (AREA = 322 SOFT) W r I • - • ••• I \0 M PROPOSED PARKING AREA SCREEN EXISTING PROVIDE:I): :. .: L:P:; , 5 - 6'H DARK AMERICAN ARBORVITAE I STY BLDG WATERTIGHT,INSECT-PROOF ADJJSTABLE AND LOCKING CAST IRON O 0 Q (Y L)-. y . •. F.FL.EL.18.1' &LONG ISLAND I z ' : :. .: o (THUJA OCCIDENTALS 'NIGRA' G.I.COVER G.I.COVER FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) LP-I =G.I.CVR o EL.11.4' - . I L EX. CVRD RACKS AND PRS, y .,... . : .. ..•. • ... . ,... -:: .., 0 " 40 � EL=0.0' EL=18.0' xl8.o' LP-2 =G.I.GVR o EL 11.9' F� Q Q 800-272-4480 811 CONTAINER TO BE RELOCATED LAW., pl _ Ws oO° . �� •HALTPVM� �1 PROPOSED ASPHALT PAVED xll.b5 r �� EP = =C.I. GVR E EL..9' Z Q As. \, W V o'rn - o d / PROP. E.O.A5 HANDICAPPED PARKING AREA _ xll.4' < o www.di nein cli.com , - . .9' .....;146...,...,::.::. ► Y' .' �' 011)01 (SEE PAVEMENT SECTION) MIN 4"0 SDR 35 PVC PIPE OR EQUIVALENT N T.O.SLAB® AI o - g Y ' - .... . . '- I HOL N MIN PITCH Y'/LIN.FT. v GY -- LIQ • • • EL.16.26 # www.ca11811.com Fo PROPOSED HANDICAPPED PARKING I4b -3b5 -030 MIN SLOPE --� \ ____ T.O•SLAB o w < Z NI Q I . ...`.':.`: . 1 s 6 EL. 15.4 tY - x _1 O (for other states) :. � g SIGNAGE,SEE DETAIL (THIS DWG) IINV•14.8' ---- - L---- ~ o By law,excavators and contractors working in the ' NIIN. 1-/ • [...... ... - .r.� • 20 • PROP:.E.0:• A FHALT PJMT , LL IINV.145' kn LL in five boroughs of New York Cityand Nassau and ^ ° - O o g ` ` `" CR2 - INV.14.0 4'APP OVED PIPING ® ® ® ® ® ® ® ® - Suffolk Counties on Long Island must contact DigNet, 1-800-272-4480 or 811,at least 48 hours PROPOSED STORM DRAINAGE SYSTEM: _ INV.14.5' �, i.,► -.. /' / Z � �Y � 6A5 LINE GROSSING MIN PITCH A./LIN.FT, t ® � 1111 ® 1111® ® ® � / INLET PIPE LPI: INV.135 1- 1L but no more than 10 working days(excluding (I) IO'4) x I' LIQ. DEPTH ��� 10'� S.D. . y o -1" SEE GROSSING DETAIL, FROM 6.T. SEpnc LPI: 811 - 1.02 - OA9 MIN SLOPE o ® ® ' 11 11 ® ': W y DWG NoZ TANK LP2: 14.25'= 3.03' =0.25'MIN SLOPE LP2: INV.135' 1111® ® ® 1111 ® in 0 O weekends and legal holidays)prior to beginning STORM DRAINAGE LEACHING POOL, W 4' g y y � �. W y„ EXPA;'lON POOL(WORSE CASE): o ® LEACHING POOL Z 1.1_' 1 any mechanized digging or excavation work to CONNECT AS SHOWN 4' 4' 3' 14.0 . - - �' " _ I ensure underground lines are marked. y y Lpy�A! 4' 6-. •.24.0' BOT.OF TANK =95' 42 - 525 0,44 MIN SLOPE Q OF 2) o oED 1- Excavators and contractors can also submitlin ism • • (SEE DETAIL,DWG No.2) 4' Tripriprilni,' 0 II ® ® � 1111 ® ® ® Z < locate requests online,through ITIC.If you do not PROP.EDGE OF ONEL.SURFAGE FND GAPPED 8.0 11 0 0 11 0 0 0 ® � o -) (/ � t� 11oo 111111current) use ITIC, lease call 1 800-524 7603 PROPOSED PARKING AREA SCREEN ' irk 417.411411101611511A 411/411 REBAR 61 ® ® ® 11 11 ®Y p 29 - 6'H DARK AMERICAN ARBORVITAE litt �� o " o o ® 1111 PASE • for more information. (THUJA OCCIDENTALS NIGRA ilitfth 1 BOT.OF POOLS - 15' For safety reasons, homeowners are strongly70.031 0 encouraged to call as well when planning any EXISTING STOCKADE FrLNGE 86°12'50 "E 0 SANITARY RISER DIAGRAM FND GAPPED type of digging on their property.Homeowners REBAR EXISTING BROKEN ASPHALT • can contact us directly at 1-800-272-4480 or by SCALE: NONE dig SITE F L A•� LAND NOW OR FORMERLY OF: TO BE REMOVED F calling811,the national call before you (FOR KITCHEN WASTE,SEE SANITARY RISER DIAGRAM ABOVE) U5G5 DATA WELL No.516190.1 URSULA EVANS NEW GRAVEL PARKING AND Z number. For excavation work completed on personal property, it is the contractor's USE:House MBW1/ERIN6 AREA HIG ICST RECORDED 6RW.NDWATER=1.19'(NAVD24) ZONE:HB (AREA = 881 5Q.FTJ GROUND WATER FOUND A EL.2.1'(TEST HOLE,NAVD88) fl I responsibility--NOT the homeowner's-to contact DigNet. Having utility lines marked prior to (PUBLIC WATER) digging is free of charge. 20 10 0 20 40 60 - - GRAPHIC SCALE I" = 20'-0" OF 2 WOVEN WIRE FENCE SYMBOL COMBINED SYSTEM(S) 2"X4" HOOD FRAME (MIN. 14 1/2 GAUGE 5011N. , EXISTING HEAVY DUTY AND LOCKING kV PAVEMENT CAST IRON COVER TO GRADE 8" MIN TRAFFIC 1 \ �'MAX G.To G. MAX. 6" MESH x x x _� S,/ / SANITARY //0\SEPTIC FINISHED GRADE BEARING SLAB kii 3 �1 \ STAKE-\ MOUNTABLE / LINE \O�1TANK r "ice t ` TT: ����:_ 3b" MIN. LENGTH FENCE EXISTING FILTER 2`�� FABRIC � 32�' °= POSTS DRIVEN MIN. 16 GROUND CLOTH PROFILE BERM / .DIAMETER LIQ. DEPTH GAL/FT -�� :: t =`_ INTO GROUND. (OPTIONAL) .- 8'P 5' 300 N F 20 MIN -I u1 �_ , i5 . 50MIN ( O V I N -� ;. .. KITCHEN GREASE• �"� z . • \O /TRAP - -II II- _ 11■I■■1 HEIGHT of FILTER i LINE __ ®D 10 Ii- IIII=IIII W �' `. = Ib"MIN EXISTING MIN. 4"� SDR 35 D 0®D IIII iii ° � - PVG PIPE OR -1111 �-111 °a � GROUND EQUAL, PITCHED ®®i IIII= I I=1 I III v W W 1,0.,E W W711111,1711111111---- , •�� z 12'MIN CAST IRON COVERS TO GRADE ®D 1� V� ---- EXISTING MIN)/&" PER LIN FTil W n PAVEMENT FINI51-ED GRADE ®III i DROP INLET BURIED FABRIC PERSPECTIVE VIEW ,\\..2.:‘,..4;c4 ' - D 01 WITH GATE 24' • y �' D 0 IV PLAN VIEW 8 MIN TRAFFIC 3' MIN. I 11' ILJ ��__.� FRAME " _ :+1 COLLAR p- Irse_ p 36 MIN. FENCE POST 4BEARNGTOPI N 20MIN 1 v 20'MINwv�e WOVENN WIRE FENCE (MIN. 14 I/2 - 0 GAUGEW/ MAX. 6" MESH � -I I - SPACING) WITH FILTER CLOTH CONSTRUCTION SPEC I I GAT MIN 4"m FLOW LINE �' { OUTLET I - It III 3 FLOW SDR 35 PVC PIPE f MIN.V.SDR 35 ��I`;,i'�' z UNDISTURBED GROUND " OR EQUIVALENT PVG PIPE OR 8'-0" -- •�„",■ .aj,,,."■�l"� III C� r 7- - I.STONE SIZE - USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. ��isn�5.�!ing fail-• \- GATHER EXCESS `J PITCHED MIN. EQUIVALENT, 'C.:L_pY�cgItt"' ri yI;,k COMPACTED SOIL PITCHED MIN.Ye'/FT ��„ f !u a, 2. LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE Y.e FT. �_ ��",- '--�- --.. AT CORNERS EMBED FILTER CLOTH 1 A 30 FOOT MINIMUM LENGTH WOULD APPLY). ' v (r0 5EPTG TANK 6'MIN. tTi �-`� A MIN. OF 6" IN GROUND. V u,g OR SEWER MAIN) ? PENETRATION IG /� 4• 3. THICKNESS-NOT LESS THAN SIX (b) INCHES. l a ! I fo INTO A VIRGIN CONSTRUCT'ON SPEC I F I GATI ONS SECTION VIEW 4. WIDTH - TWELVE (12) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT I`111- Ji ~B L ��� HIGHEST RECORDED GRIND,WATER - q�T IPOINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24) FOOT IF SINGLEI.FILTER FABRIC SHALL HAVE AN E05 OF 40-S5.BURLAP MAY BE USED FOR SHORT TERM CONSTRUCTI ON SPEC I F I GATI ONS ENTRANCE TO SITE. L " I - APPLICATIONS. I. HOVEN HIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH HIRE TIES 5.FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING BACKFILL MATERIAL 2GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. OF STONE. 8'm � (GLEAN SAND I GRAVEL) WILL BE OVERLAPPED TO THE NEXT STAKE. 6. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 3.5TAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING I5FENCE WITH TIES SPACED EVERY 24 AT TOP AND MID SECTION. TYPICAL SINGLE GREASE TRAP TYP SANITARY LEACHING POOL (LP) MINIMUM LENGTH OF 3 FEET. IMPRAGTIGAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. v/(11 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INCHES FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,6 MAXIMUM MESH OPENING.DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF HIRE MESH BEHIND 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- �•MEVTNTT TRANCE - THE ER FLOWIN OF SDIL BE MAINTAINED IBN I CONDITION WHICH WILL SCALE: N.T.S. SCALE: N.T.S. THE FILTER FABRIC FOR SUPPORT. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMEN TRACKING OR FLOWING H SEDIMENT ONTO PUBLIC BLICRIGHTRIGHT -0FAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC RIGHTS-OF-WAY 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM F3ELOW GROUND AND BACKFILLED. IT SHALL MIRAFI 100X,STABILINKA TI4ON,OR APPROVED EQUIVALENT. MUST BE REMOVED IMMEDIATELY. BE SECURELY FASTENED TO THE STAKES AND FRAME. 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. 8. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH b.A 2" X 4" HOOP FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED HHEN SEPARATION DISTANCE REQ'MTS FOR HEAVY DUTY AND LOCKING "BULGES" DEVELOP IN THE SILT FENCE. Q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SANITARY LEACHING STRUCTURES CAST IRON COVERS TO GRADE IiI - U.5.DEPARTMENT OF AGRICULTURE FILTER FABRIC (OTHER THAN RESIDENTIAL): U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE STABILIZED MINIMUM HORIZONTAL SEPARATION DISTANCES: FINISHED GRADE NAMRAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CONSERVATION SERVICE SILT NATURAL RESOURCES CONSERVATION SERVICE A.BUILDING W/CELLAR = 10'-0" --r a'MIN TRAFFIC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIROMIENTAL GONSE:RVATION CONSTRUCTION B.BUILDING ON SLAB = 10'-0" 24" _.0 24" _• PROTECTION NEW YORK STATE SOIL t WATER CONSERVATION COMMITTEE FENCE NEW YORK STATE SOIL I WATER CONSERVATION COMMITTEE C.WATER LINES = 10'-0' I BEARING TOP NEW YORK STATE SOIL d WATER CONSERVATION COMM I tt ENTRANCE D.SURFACE WATER(WETLANDS) = TOO'-0" I 20" MIN I v NI 20" MIN I C() F.PUBLIC HELL = 200'-0" I' 1 a -. a _ 1 • 6.PRIVATE WELL = 150'-0" I I°- x .. ¢` I I dJ ^ 0 H.RET.HALL(WTRPROFF) = 10'-O" INLET I 1 (31 ZZ, J.U/6 FUEL TANKS= 20'-0" • GRADE ® GRI = EL. ITS' SEPARATION DISTANCE REQUIREMENTS FOR K.U/6 UTILITIES= 5'-0" OUTLET r GRADE 0 GR2 = EL.11.65' 3TORMHATER LEACHING STRUCTURES AND L.STORM DRAINS OR �' 1 N MIN 4'DIA J FLOW LINE - I MIN 4'DIA. T� PIPING (OTHER THAN RESIDENTIAL): RECHARGE BASINS = 20'-0" SDR 35 PVC b" _ 5DR 35 PVG V H.CATCH BASINS,NON-LEACHING = 10t-0" PIPE OR it dJ I PIPE OR ■. • , „OIC►,$ HORIZONTAL SEPARATION DISTANCES FOR STORM N.SAN.L.P. = 8'-0" - Q ��� ��„��, DRAINAGE LEACHING POOLS: EQUIVALENT 11J EQUIVALENT �/ 0 m AFFLE A z alt#4;*I��OI COMPACT FILL PROPERTY LINE = 10'MINIMUM P-PROP•LINES = 10-0PITCHED MN. ; (� !-� - PITCHED MIN. `1 '�- +\ � N ��,��� DQ.(15%SLOPE OR OP OF KGREATER)MENT OR��-- 25-0TEEP LOPE y4 IN/I FT C: WA •.� O//r , BUILDINGS WITH CELLAR = 10 MINIMUM , „ )b IN/I FT (`(� X �� ,� �,�,�, of NEWYORK CITY BUILDINGS ON SLAB = 10' MINIMUM R.BLUFF = 65'-0" i \C:i 6 ‹ �- �, * „ WATER SERVICE LINE/LATERALS/MAINS = 10 MINIMUM ('j < Z IL r TOP ® EL. 15.61' &LONG ISLAND UNDERGROUND UTILITIES = 5'MINIMUM 5.SEPTIC TANK,PUMP STA,GREASE TRAP •4 :._71I 0 ` PROPOSED SANITARY PIPING SANITARY SEPTIC TANK = 20'MINIMUM T.SWIMMOR ING POOLE 20-0 a REINFORCED DOUBLE STRAND BOTTOM (4/ EL. 15.34' 8 800-272-4480 811 SANITARY LEACHING POOL = 20' MINIMUM • ,I• CA 0 RUBBER HOSE 2 #12 WIRE GREASE TRAP = 20'MINIMUM •s M iO PIECES TWISTED ,� ,�,�,�, PUMP STATIONMINIMUM MINIMUM • O I F . Q I T ' �, www.dignetnycli.com • 1 �, �, �, MANHOLE = 20' I I�..I `� in I SAUCER Z , 4.� �� or PRIVATE HELLS = 50' MINIMUM SEPARATION DISTANCE REQ'MTS FOR I• H 0- CY • 0 www.call811.com RETAINING WALLS = 10 MINIMUM SANITARY SEPTIC TANKS -dl , LOOSEN BURLAP f 3" MULCH ��, ��,�,��� (for other states) FUEL STORAGE TANKS'(BELDW GROUND) = 20' �� - - (OTHER THAN RESIDENTIAL): . I 2 0 s�% AROUND TRUNK Ib'MIN. ,�� ,�,��,��� MINIMUM In N v MIN.HORIZONTAL SEPARATION DISTANCES: \) �, �, By law,excavatorsgand contractors working in the i + ,•:%•:'%•:�:�::;:� - 3:•.- ,�� ,� �� �, A.BUILDING W/CELLAR = 10:-0ZOI GRADE / n.n n.. TOP ® EL. 13.84 five boroughs of New York Ci and Nassau and HORIZONTAL SEPARATION DISTANCES FOR STORM •` . " r DRAINAGE NON-LEACHING STRUCTURES: B.BUILDING ON SLAB = 5'-0" 7:7 < , \ ;:.:. /< PROPOSED GAS SERV. Suffolk Counties on Long Island must contact G.WATER LINES = 10'-0" / z O8 Dig Net, 1-800-272-4480 or 811,atleast48 hours WATER SERVICE LINES/LATERALS/MAINS = 5'MINIMUM " ..----- •" v / D.SURFACE WATER(WETLANDS) = 15'-0" �T � .. 4.:.:..; .',/ Pworking y (excluding UNDERGROUND UTILITIES = 5'MINIMUM F.PUBLIC WELL = 2001-0' / F� but no more than 10 days GREASE TRAP = 5' MINIMUM UGEOWER MIX 25% PEAT weekends and legal holidays)priorto beginning G.PRIVATE WELL = 100-0 rT,TOP:SO.IL::. :: . ��\ N �,�,�,�,�,�, PUMP STATION = 5 MINIMUM " / I I ^ H MOSS (DOGWOODS ..... :::.• % s,*;$#, 1 any mechanized digging or excavation work toH.RET.WALL(WTRPROOF) = 10'-0" \ N"7 MANHOLE = 5'MINIMUMAll AND EVERGREENL ELEV OF BOT. OF LINEensure underground lines are marked. SANITARY SEPTIC TANK = 5'MINIMUM J.U/G FUEL TANKS = 20' " / IIII MAY 13 2015 [2 ONLY) � WILL BE DETERMININED Excavators and contractors can also submit K.U/6 UTILITIES = 5'-0" b' 18"MIN. _ b' 4.��,4',,,.4�,� BY SIZE OF SERVICE locate requests online,through ITIC.If you do not L.STORM DRAINS = 20'-0" / ENGINEER: ' own '��E,'� ��L!���� UTILITY PROVIDER currently use ITIC, please call 1-800-524-7603 VERTICAL SEPARATION DISTANCES FOR STORM M.CATCH BASINS = 5'-0" \ Sannin d Board Planning Board SUPPLIES for more information. DRAINAGE LINES: (NON-LEACHING) - OF NEI/l/ Y HATER SERVICE LINES = IS" MINIMUM N.SAN.L.P. = 8'-0' / G O PLANTING PIT TRENCH DETAIL For safety reasons, homeowners are strongly SANITARY HASTE LINES = IS"MINIMUM P.PUMP STA,GREASE TRAP it A Si ��� • `( T• E41 �' MINOR TREES encouraged to call as well when planning any Q.OPROP.LINER LS = 51-0' " _I co . . �SANITARY LINE / UTILITY LINE GROSSING yp gg g p p rty. o Lt e of di in on their roe Homeowners R SWIMMING POOL = 20'-0" �' - S / I W * ,./. ,can contact us directly at 1-800-272-4480 or by - _ 'I'� I wNOT TO SCALE 5.TOP OF EMBANKMENT OR STEEP SLOPE I � � I,7callin 811,the national call before ou di ; ' zg y g (15%SLOPE OR GREATER) = 25-0" 4` n �`number. For excavation work completed on T.BLUFF = 65'-0" m ""SPECS POR TREE PLANTING •a - personal property,it is the contractor's CAST IRON FRAME AND ORATE/COVER 1 !• 17E `�I. TREES SHALL BE AN APPROVED SPECIES, GROWN UNDER THE SAME UTILITY GROS'.�ING Tf�BLE: responsibility--NOT the homeowners-to contact CAMPBELL 1182 G OR APPROVED EQUAL ry --(" / 073493CLIMATIC CONDITIONS A5 THE PARTICULAR SITE. THEY SHALL BE OF DigNet. Having utility lines marked priorto \ OPESS\C) - SYMMETRICAL GROWTH, FREE OF INSECT PEST AND DISEASE, SUITABLE No. UTILITIES INV STAT digging is free of charge. 0 /FINAL GRADE REY T. E3UTLER, P.E. FOR STREET TREE USE. SANITARY LINE EL. 1534' �% '..1 F_ :•;.;;.::... - I B" TRAFFIC Il 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF SIX I GAS SERVICE ELEV.TO BE DETERMINED BY SIZE OF N BEARING INCHES ABOVE THE FINISHED GROUND LEVEL SHALL BE A MINIMUM OF SERVICE UTILITY PROVIDER INSTALLS PIPE DIA.MIN PER CONNECTIONSLAB G0 TO TEST \ /NOTES: NOTE: ALL PIPING INSTAI 1 FD Q THREE (3) INGHES. (MAINTAIN I8'SEPERAT�I) PITCH 0 MIN.(AS REQUIRED) SERE 4000 P.5.1 e 28 DAYS UNDER BLDG SHALL BE GAST IRON, 0 3. ALL PLANTING SHALL BE DONE IN GONFORMANCE WITH GOOD HORTICULTURAL PRACTICE. THE FOLLOWING 15 DECLARED TO BE GOOD SANITARY LINE EL. 15.34' PIPE, APPLIGAEULF� AND SHALL REMAIN GAST IRON LEAVING = HORTICULTURAL PRACTICE: /L\ HIGH DENSITY POLYETHYLENE MOPE) a r a D I D 2. REINFORCEMENT MEETS / I I \ _ I THE BUILDING TO A DISTANCE OF 5'AWAY 1- AS.TM.A-6I5,A-185 SPECS FROM BLDG PERIMETER. GA5 SERVIGE ELEV.TO BE DETERMINED BY SIZE OF SIZE, I a a D D 3. ALL SANITARY PIPING TO BEO (I) THE TRUNK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER SERVICE UTILITY PROVIDER INSTALLS DRN INLET TO SO CONN - IO"m MIN TREE WRAP AND THE TREES BE STAKED WITH TWO (MAINTAIN IS'SEPERATION) 5D TO 5D CONN = IS"m MIN 1 I a I a I a D I D I 4"Q SDR 35 PVG G G DESIGN PERFORMED IN ROOF LDCOCOMM = 4•m MIN a a a D D ACCORDANCE WITH 5GDH5 SPECS. (2) CEDAR POLES SECURED TO THE TREE BY MEANS OF WIRE / I � a I a 1 a ,7 D I D S 0 I a i1 I a 4 D I D 3' MIN. SEPTIC TANK - 1200 GAL" z 0 }- THROUGH RUBBER HOSES. (SEE PLANTING DETAIL SHEET) 3' MIN. j a i a l a 6 Q n I D � Q (3) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPED, -( SEE DETAIL THIS SHEET I ` a a a 3 D D WRAP STRUCTURES Q 3 CO } AND THE BALL SHALL BE AT LEAST TWO AND ONE HALF (2Y� I I a I a I a D I r SCALE: • NOT TO SCALE --I FEET IN DIAMETER. I I WITH FILTER551,FABRIC • • (9 _ EWE- E _ RO 0 1 I a I a I a D D GEOTEX(USE 3s1,BY I in z R/0 (4) ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL. a a 9 D I D O 1 4. ALL TREES LISTED UNDER (I) HEREOF SHALL BE BRANCHED NOT I. THE GROSSING OF GAS AND SEWER LINES SHOULD BE AVOIDED UNLESS I a Ir-a D D I I 0 [L/ IL LOWER THAN SIX (b) FEET - WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET PROVEN ABSOLUTELY NECESSARY IN SUCH GASE5: I 41 I a D D I Qki) 0 (] WITH A MINIMUM SPREAD OF TOP OF 4 FEET. A. SEWER LINE SHALL BE LAID BELOW GAS LINE. AT LEAST EIGHTEEN I a I ail D D I II aI ar a • D u I 1� ZQ0 (IS) INCHES SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF J BLEND..;`:,??:?:.,.';:?;.`?;.`?.`??.`:;.`?::;? .`? ". ::: ;,:c ;:;'r (-'-1 THE GAS LINE AND THE BOTTOM OF THE SEWER LINE. I T ia� y �� ^ ,.� air -is QI 0 LANDSCAPE NOTE: B. SEWER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT I X . ... . .•:::STONE I0 0 `r1 •'BASE COURSE Ion '/ • `I,AI�•' �, v O[k - I. ALL LANDSCAPING AS SHOWN ON APPROVED SITE PLAN SHALL BE OF GROSSING. 10' DIAMETER ' ' / ' / / ' Ii - SOIL �i �( r • ! r.• • ri • tn //</-//\//////2' //i\/i< <//\//.\// /\/\//\;r\/i�/i<//\/\/ii\/ w # �L MAINTAINED IN A VIGOROUS GROWING CONDITION. ANY PLANTS NOT SO 2. WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINE GROUND WATER >\i\i\i/\i/\ice\ice\i/\i/\\isO1L B?sEXi/\\ice\\ice\ice\\i/�ice\Y�„;\i/\\i/\\ice\ Z l IL 0 I \/\/\/\/\/\/\/\/\ \i\iii\/\/\/\/\/\ \/\/�. \/\/\/, CI MAINTAINED SHALL BE REPLACED WITH HEALTHY NEW PLANTS OF ABOVE THE SEWER LINE,THE FOLLOWING ADDITIONAL CONDITIONS APPLY: COLLAR MATERIAL b MIN. %i!i���!�\�/i<�/ice/%;�\ \ �✓�!%%//\/\/� Iv Q ~ N Q COMPARABLE SIZE, TYPE, AND QUALITY AT THE BEGINNING OF THE NEXT A. A VERTICAL SEPARATION OF AT LEAST EIGHTEEN(I8) INCHES SHALL D (PENETRATIoW \.‘,, -, :ASPHALT _TYPE 6 v u- 1 IMMEDIATELY FOLLOWING GROWING SEASON. BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE AND THE TOP RATEABLE 501 L In LL. 0 I,jI OF THE GAS LINE. PAVEMENT SECTION GRAVEL ROADWAY ASPHALT. BASE GOUR9E • 0 (MINIMUM THICKNESS) • • .•• .'.•• ••.•' ••••. • B. GAS LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF - - COMPACTED WEARING 2" • • t; ;• • • ter; •• r�i •�;T;; • r• ' ;lei �•,Y• t- O GROSSING. UNDERLYING SAND AND GRAVEL STRATA COURSE -44"STONE BLEND \/\7!,k/\/\/, /,\/,\/\/\\/,\/\\/7\/,\/\/7\/,\/�\/�\%\/�\/\/7\/\'/�\ 0 ': STONE BLEND BASE-95%COMPACTION(STANDARD PROCTOR) j 6 G. SEWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS COMPACTED BASE COURSE \`\\`'\\`'\\ \ \ \ \\� \'\�\\ \ \ \ \\\ \ '\',› THAT ARE EQUIVALENT TO GA5 MAIN STANDARDS OF CONSTRUCTION NOTES: (EXISTING BANK RUN OR 6" V!\ !� �, ,!,, 4\4• W AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. OTHER SUITABLE MATERIAL) • Z CCI TO BACKFILLING. 2. COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. FINE GRADE SOIL BASE - 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. _ PAVEMENT SECTION (MINIMUM THICKNESS) 0 O Q 4. USE 15 DIA GORRIGUGATED HIGH DENSITY POLYETHYLENE (HDPE) HEAVY DUTY PIPE FOR �b�` ' L ASPHALT CONCRETE O INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS R �( WEARING COURSE 1 1/2' Z A.HDPE PIPE SPECIFICATION(AASHTO M-244) B.INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) PARK I NC FIELD SECTION ASBINDER COURSEPHALT CONCRETE 2 1/2" IL PAS G.WATER-TIGHT JOINT TESTING SPECIFICATION(ASTM D-3212) NOT TO SCALE D.GASKET SPECIFICATION (ASTM F-4T1) STONE BLEND BASE 4" In TYPICAL STORM WATER DRI VEHAY/PARKING AREA 11 Q LEACHING POOL (SD) DETAIL PAVEMENT SECTION NOT TO SCALE NOT TO SCALE , - of 2 11 .0 • , 5wyarchitect's .A Li '(:)Ir F Toi-r- , , 5 Paul Pellicani /jj ' ' AIA I NCARB I LEED AP c \ l 1100 Avalon Square, Suite 1209 • Glen Cove, NY 11542 'I Phone - (516) 609-3410 Fax (516) 609-3411 Y !!, E,., 10.)7 i„, , ,, ... , www.architectsloft.corn ,.. , ., _ ,,. , , , 0 , Skuludis ,- 'r, : ' ' ' , • Residence , . s Y ::._.,.„.„.,... . , : .. . . „.. , ,_. , ._.. . _.. . Proposed Single ...*10,4,2_,, . -: . ' E:: a, r.. .r i Family Dwelling _ ,, ,,: 625 Cedar Dr. S Southold, NY 11939 Structural Engineer: Katia Duque 1 77 Walnut Rd Glen Cove, NY 11542 Phone -- (516) 676-1246 General Notes: General Contractor Notes: Sections or Elevations / Number used for building Column Numbering sections or elevations 1 . The architect sh.11 I assist the owner or ownwes agent in filing and 1. All construction (materials and methods of installation) shall comply fully with the -� Vertical grid is alphabetical reading BCNYS, OSHA, thelocalmunicipality1 number where P 9 Civil Engineer: obtainingbuildin�;� department approvals for the construction building depatrtment requirements, ,- Drawing P PP ,� �_/ from left to right documents provi•ed herein. All fees related to this approval ICC/ANSI A117.1, NEC, National Board of Fire Underwriter's, (U•L. Lab A4/' section or elevation appears `,%, process shall be said for by the owner. Upon building department Certificate of Approval) and all agencies having jurisdiction or required by local `�— -- - Grid centerline approval of docu'' ents, the general contractor shall be responsible authorities. All requirements shall be adhered to as if they were called for, Location of cut for providing ins 1 ances and securing the "building permit" and all specified or shown on the drawings. The contractor must notify architect & Horizontal grid is numerical reading following permits' ntil the "certificate of occupancy" is secured by owner in writing if items shown on drawings do not meet code requirements. (-3-� g from top to bottom Grid centerline �� the general cont .ctor Detail -- Number used for detail � L =;r� Landscape: 2. Contractor shall provide all the necessary support, bracing, shoring etc. l .�r.) , _2,„ The intersection of horizontal grid a,; - .4 : , ; 2• Contractor(s) sh. performcompliance (temporary permanent) preventproper A4Drawing `x�. ;, z �. I all work in with all (tem orar and/or ermanent as or the ro er execution and number where lines read "Column B3" �1.,. t „-.. ~ applicable codes ' code amendments, standards, ordinances, rules completion of the work. detail appears ria and regulations i cluding, butnot limited to the following: tv Local zoni 6 ordinances 3• Contractor shall complete all demolition and removal of building materials as Detail Centerlines, floor lines in exterior _ Local building department requirements may be required to confrom to the intent of these drawings and specifications. Enlargement ,� Number of detail elev., projected lines ' Residential Code of New York - Interiors: Property lines: boundary lines, 1 Energy Co le of New York 4• Contractor shall verify all exist. construction (walls, headers, foundations, etc.) / 1 ,- Drawing number where section cut lines, outline of assoc. to new construction. Report any discrepancies to architect and owner in A4 j detail appears equipment by others y - :' I ` ' 3. Contractor shall onform with the New York State Building Code writing. /\S__, safety of public a', d private property during construction ( ) -<}--- Area being enlarged defined Items above or behind (Described operations. .,;: ,, . 5• The contractor shall coordinate the construction work of all trades. All slots, by dashed line by note) " . sleeves and/or other requirements to be coordinated with each sub-contractors .`,. , 4• The contractor s all visit the site to verify all existing conditions requirements. :,.:. `'~ and familiarize emselves with the intent of the drawings. Any Number of detail, letter of 421 Room number �. Map Oto C2014 Goole Key Plan: discrepancies b- een the drawings and the existing conditions / elevation or section must be reporte• in writing to the architect or owner prior to the • start of construct on. The contractor shall include in their work the \ FLOOR PLAN ---- , Door number (See door Shed.) effect of all exists g conditions. K:i. ' SCALE: 1!4°=1-0° REScheck Software Version 4.6.0 r - Interior B 1\ Revision number Architectural Notes: Compliance Drawing number where / \ Elevations �Y —� elevations appear 1. The duties of th- architect and his employees or agents shall A\� A4 C terminate with th- completion and deliveryof workingdrawings. Elevation numbers \ B> Window Type (See window sched.) P n D'"---- / 1 AREA MAP The architect is of responsible for supervision of construction, projc..ct Skuludis Res nor does the arc itect have authority to act on behalf of the owner References Symbols & Legend O Partition type (See wall types) A1 .1 N.T.S or the contractor sunless noted otherwise in writing. Energy Code: 2010 New York Energy Conservation location: Suffolk County, New York for the acts of omissions of Construction TyPe: Single-family 2. The architect sh II not be responsible Project Type: New Construction AFF Above Finish Floor FF Finished Floor PT Pressure Treated the contractor or bny sub contractor or any of the contractor's or Condit,oned Floor Area- 0 ft2 ACT Acoustic Ceiling Tile FIN Finish 10 sub contractor's mployees or agents, or any other persons Glazing Area 14% Drawing List AC Air Conditioning FLR Floor QT Quarry 9 Tile Sheet performing any f the work. Climate Zone; 4 (5750 HOD) 8 Permlit Date: @ At FPSC Fireproof Self Closing Number Sheet Name — 3. The architect is of responsible for the means and methods of Permit Number: AL Aluminum FPRF Fireproofing R Riser 7 I FR Fire Resistive RA Return Air 6 construction, nor for the safety on the job site, and that these Construction Site: Owner/Agent: Designer/Contractor: 1-a101 COVER r625 Cedar Dr. S jimmy Skuludis Paul Pellicani BLK Block FS Full Size RAD Radiator responsibilities1-a102 SITE PLAN & ZONING 5 e intended to be and to remain the sole Southold, NY 11939 625 Cedar or. S. Architects 1011 BRK Brick FTG Footing RD Roof Drain 4 responsibilities the contractor(s). Southold, NY 11939 1100 Avalon Sq 1-a103 EXTERIOR 3D VIEWS Glen Cove, NY 11542 BUR Built Up Roofing REFR Refrigerator 516.609 3410 BM Beam GC General Contactor REG Register 1-a104 INTERIOR 3D VIEWS 3 FILING SET 7/27/15 4. By acceptance these drawings, the owner agrees to assume full responsible f r any damage or settlement, or cracking, etc. of GL Glass RESIL Resilient 2-a201 2 1ST FLOOR PLAN 2 ENGIN. COMMENTS 13/09/15 ° --� �.�..n_, C. Courses GR Grade RM Room 01 CELLAR PLAN 1 CD SET 1/0311 4 new or existingbnstruction and will not hold the architect _ .,:. . .:... ..,,:._.��._ u5. . .v�_.m,_ _..1._u_.,� CB Catch Basin GRL Grille RO Rough Opening 2 a2o2 DETAILS & NOTES # Revisions Date responsible for t is possibility. (0,0;,!.0,,,, 3,4°4, Better Than Code .,Y ,IF" ,-1A i574 t.: , . I472 Tr,:'.En=trnr or'0,or!,.^T°rr roan lr.drr r flor`„ haw ri,-%,r,--r romp'fir."C trir r.on m tars~ro r,iti..a.1, .r:r:�iPs Cl Cast Iron GYP BD Gypsom Board RBR Rubber Tile 3-a301 ELEVATIONS & SECTIONS it lint,N..),PSQVICiU an eit�tf:ate::t e£ter-xi:Ise _ Co',t relnt 4e:u 4.n r,rr:.r.r•..i,>hw',,, Seal: =;- ;e •;,„c:: 5• These architect ral documents are the instruments of service and CL Center Line 3-a302 ELEVATIONS & SECTIONS '- ,.� t:0 ,,,; , for n .IQ .` ? ? CR Clothing Rod HC Hose Cabinet SA Supply 3-a303 ELEVATIONS & SECTIONS y , ... all remain the property of the architect whether the project t .� sh p p y CS Cast Stone HM Hollow Material SC Solid Core 3-a304 ELEVATIONS & SECTIONS �' { 11?'''':. ,,,,A, .. n..,.. -, xw�: .,t .t.,' w"... „„cn ".,�: 4: „r.4._ •Y. -•ra ;,:k ,r. • • :' :r 4 dor not. The are not to be _ <.:_'..:; . -��- � �--• ” he were re ared is execute w :a � which t , � b. .,,. �� : .�a. � � P ��. >.5.• Y jL Ceramic Tile +•4 .k Cer � ���" - PT High h �� � Point SP 3 a305 INTERIOR _ �.. �•- Standpipe e N RIOR ELEVATIONS .w-•W-..., x.. s-.5 1.. p 4. ..� g .-Y , ,F µ�T , ,}c �:�` w=�: P P the � =�:' �` r project except bywritten authorityof y... . ,,�,.M ,,., ,.�..�. ._. . :�:� , used on anyoth »T „ P J P rClean Out CO I HVAC HeatingVent3-a306 �. & Air ;. �. --a.--�&=-r��.= �;,_, ,. -:;�` »�� s INTERIOR ELEVATIONS & DETAILS SSK Service architect. Conditioning ,:,.•, :_:'-';:12:-,'+',,•s:. -... J.,uYS.�,_,.�.,•- ;a�,ss�w. .. �,� m N Sir,. �ar Wiz,• ,x�.. ,.. ��:,� �A Sink rr ti Space 3,370CEM Cement Con in SST Stainless Steelt �x . + 1st.Floor: All-Wood Dist rasa(7vr Unconditioned 1 5 rc. 4 .4732 103 g3-a307 WALL SECTIONS & DETAILS �,,� r,'�v Garage Slab: Slab-On-Grade:Un'ieated 900 7.0 0727 654 CLO Closet HNDRL Handrail STD Standard ���`4•'� � `:. ``�R__h 6. All surveys, test borings, engineering reports, or other similar Insulation depth: 3.0' 4-a401 1ST FLOOR FINISHED PLAN . , - r__. .....•. ,gid studies required or the preparation of these construction 2” Britt: on Stud Walls: Wood Frame, 16' o.c. 2,502 19,0 0,4 0.056 122 CLG Ceiling HGT Height STOR Storage 5-e501 CELLAR & 1ST FLOOR ELECTRICAL PLAN documents and/.1r are required during the subsequent construction window 1: Wood Frame:Louble Pane 191 0.400 76 COL Column INSUL Insulation STL Steel 5-p5o1 PLUMBING RISER DIAGRAM NOTICE:These drawings are instruments of service phase of the project shall be provided by the owner. Door 1: solid 148 0.640 95 CONC Concrete ST Street 6-5601 FOUNDATION & FIRST DECK FRAMING PLAN and are the property of the Architect;and they are CONSTR Construction JB Junction Box available The designs rens show wn use in described with this Door ; Glass 54 0.490 26 , 6-s602 1ST FL CEILING FRAMING PLAN Notice.The designs shown ons described herein, CONT Continuous JC Janitor's Closet T Tread including all technical drawings and details thereof,are EIFS on Stud Walls- Wood Frame, 16" c.c. 2.666 19.0 7.6 0.040 66 CONV Convector JT Joint T&B Top & Bottom 6-s603 ROOF FRAMING proprietary and cannot be copied,duplicated or otherwise commercially exploited,in whole or part, Window 2: Wood Frame:Double Pane 321 0,400 129 6-s604 FRAMING DETAILS without the expressed written permission of the TEL Telephone Architect.All rights reserved.It is a violation of the law Window 3; Wood Frame:Single Pane 63 0.400 25 DA Double Acting LPT Low Point TSL TopOf Slab 6-s605 GENERAL NOTES for any person,unless acting under the direction ofa licensed architect,to alter an item in any way. Door 3: Solid 25 0.640 16 DF Drinking Fountain LAV Lavatory TST Top Of Steel Copyright PAUL PELLICANI, R.A. Door 4: Glass 14 0"490 7 DH Double Hung LDR Leader TC Top Of Concrete Title: Ceiling 1: Flat Ceiling or Scissor Truss 4.270 30.0 0.0 0.035 149 DOP Door Opening TER . Terazzo DIM Dimensions MAS Masonry TW Top Of Wall COVER DN Down MC Medicine Cabinet TYP Typical DIA Diameter MO Masonry Opening MS Marble Saddle UR Urinal Project Title: 'Skuludis Res Report date: 11/13/14 EA Each MFG Manufacturing or UNFIN Unfinished Data filename: VSERVER\Company\Projects\,Skuiudis\Skuludis RES CHECK.rck Page 1 of 2 EWC Electric Water Cooler Manufacturer UON Unless otherwise EL Elevations NIC Not In Contract noted ELEC Electric NTS Not to Scale VIF Verify In Field ENCL Enclosure VCT Vinyl Composition Tile ` EQL SP Equally spaced OC On Center VWC Vinyl Wall Covering Scale EXP JT Expansion Joint Drawn by Author PNT Paint WC Water Closet Checked by Checker FAI Fresh Air Intake PR Pair WGL Wire Glass App. # Approver FD Floor Drain PTN Partition WI Wrought Iron Job # Drawing # FDN Foundation PL Plate WD Wood Project Number I -a 1 O 1 FEX T Fire Extinguisher PVMT Pavement YD Yard Drain arc architect's 11 Ilk F.. 7--0,_ ., n Paul Pellicani AIA I NCARB 1 LEED AP 1100 Avalon Square, Suite 1209 Glen Cove, NY 11542 Zoning Information 625 Cedar Dr S, Southold, NY 11939 Phone - (516) 609-3410 Building Department: Town of Southold I' Fax - (516) 609-3411 ,�� Block: s� Lot: 11 .5 , �nrww.architectsloft.com Section: Zone: R-40) i Ti7I f ..,,, L 0 4ii,vr ./...) NI vi,,,,,,-.3 Skuludis __ _ _ !fp_ _o_se,4 PO= I ,,,c--#'''' *ZIA 14%04,,,.„,. '4461b40.406,.....,..../. .„-tP --....,....,„, Residence I / '` Proposed Single 89.42 fit >42' t / Family Dwelling / i / 625 Cedar Dr. S 75.00 / Southold, NY 11939 1 Structural Engineer: lit:I C I IT 35.00 0,00 0.00 0,0(3 ♦ / t 4# ,, / Katia Duque',> t�` i›- 77 Walnut Rd `• `.`" / Glen Cove, - / 4k, 1 0#4 / NY 11542 / Phone - (516) 676-1246 �► / . / eiittrl at \t, I-Lt)OR ,uu:� 8. 0 r� ,if te4 F . 1 i 0 (exclusive of Porrhibec*k) I , 0.. \ rba* 1 \ ;71;'. 47? - Cellar 0,(fit 3372>79 3371.70 I t( f t cr 1st (44 sir Story t ,(" 3370.3 ' 3370.37I \ ` Allowable Clearing Area = 50% of Lot Area Civil Engineer: Garage I "' * ,, � 40669sf x 0.5% = 20334.5 sf g "I'c�tai Floor r�ra (inct. ara +c) - REF! , "` ' N77 " ► r►J�y} ' ", ,�, �* ,� *r Proposed Clearing Area = 20315 sf �+ 4. _ fireOge O. - M _ __ .w w _ e r t' * • Lot Width 1 ).!) ! Jt WI - ' Landscape: AI / , I .4_,_ .. ,,..., • \ i , ... __ . , , Lc�t Area 40,000 1111 ,� _ IC& ,� .. , .. Bldg Areas (S.F.) _ _____ -_ _ ,*. 0.00 `3 7 f 3372.79 x y 1' '`'!- ,,.- ,. '. --- "A„.Ae`� je4 "'yS. +4`^�' i . ft AN, Vim, t _ _ ......,.., _ 416, tsri� i00 # '1e"'7e� _ C0 f d ., _____ ' :111110° 164.,,,zwrioaxivisvp. .ix 111111111111111M UMIMMIL =Me IIIIIIIIIMOIIIIP Jr ,, ../..1711mir Interiors r / ...4_,_. / : \ /tet '` Deck t}.tib _ . 9.6ya O� 0 2 . i '' Shed •00 4, .. t _`_ -�. -I , p lc SPP 4 . .._ . r r ` SIJ � � i1 '� S t. .t ,J+ 2 1. 1.. • . F+ r ... i 89 -.� Bldg Area 5 Total 4* ` ' 14 4(*overage },0t t .;- •- . x ' \-. I _ KeyPlan: • : / r IAI �p / CLEARING LIMIT a. Ch Property Area = 40878 sf i I . Allowable Clearing Limit = 20439 sf • ; (Property Area x 0.5) C 1%):: 4* #44-1, I ' Proposed Clearing Area = 20318 sf * t-; , l''' „ts,"* ' * , .. / , . , _ • a . 4 . Ilr rke44*. #4 ' 11. .,'''''':"4 I/ / *.,,,,, * NW .. + - _, . , .. if--vr- ` ) ... . * * � `; '� Site Preparation: _ . ., - .> . 4, .I. as t.:11 ., .� , - 4 . • 10 ..,,, iliv, Prior to construction the contractor shall meet the ya� 4440 owner 8 t 'im) * . .,,..- , ,., _4 L �i 1\1: :,,,: ::*::: Y Yam ;d il �.,yyR,� \.4. . ::(tt , � gr`. �!, N. A ` 1. And identify trees and shrubs which are to be } 4,41 4 (� 1 protected as well as those which are to be removed. 6' - s P �`� Do no clearing without a clear understanding of : , h,.., existing conditions to be preserved. Trees and shrubs 4 ,/ : + t °¢ "� ""'"" 40*1$" * `` to remain shall beprotected contractor. �; _ ? � h II by the3 FILING SET 7/27/15 COMMENTS I '"'' 6 * 2 ENGIN. 3/09/15 ' :, \ a 611.I/9 ""411‘44.**O. "'�`' ""' 11111P' ' + ► 2- Installation of fencingat the dri line or as directed 0'4.44, • 4 two --- ,�,•�\00007. "'' by the owner. Fencing shall be insta p 1 CD SET 11/03/14 �____ _ - - gkF - Iled prior toAPPROXIMATE LOCATION OF * ''� _ , construction. Fencing WA # Revisions Date �° ,� shall be sufficient to prevent .-.,.,HVAC CONDENSING UNITS _- Seal. !$ , •• 4 r C. t r® from compacting soil at the root ;5 .:: .o construction equipment - :, _ damaging , c p• - - �� zone andtrunks and branches I in order to li h :::.46'''''eperform avation r it b es ec ary lisexc wok ecom n ess Oilf ` ' ...„4,..„.:,,a,-z-„:„....;„„ - _.. tom , ®x — !/ 4 h s l i i ! ilk 's. lit , "` " " A iE _ l 3. To cut roots of plants to be saved, such roots .r �j $7 •, �''„.. - ` „ �` } should be cut neatl covered with burlap and kept "'' ` ry - '�'' 1 t ` �, moist until roots are back filled. Tree and shrub removal ` g �" mss= ' *. ° �„-sem'♦ ' r• s,f * l shall include the filling, cutting,etc. ._ r \ k .. 1 -, \ ` - .,- - ` \ 4. Grubbing out of entire rootballs and satisfactory NOTICE:These drawings are instruments of service ' Y illi `, ✓ E " n +w and are the property of the Architect;and they are ,� j ONE (1) STORY HOUSE off-site disposal of all trees shrubs stumps, vegetative/ . p + r f g available only for review and use in accordance with this ♦ \ "11� Notice.The designs shown and described herein, �, and extraneous debris produced by the removal including all technical drawings and details thereof,are \ yo' w. ` operations. proprietary and cannot be copied,duplicated or s► - -- --- 1---V---- ATTACHED TWO (2) CAR GARAGE " otherwise commercially exploited,in whole or part, i " without the expressed written permission of the If -� J \ Architect.All rights reserved.It is a violation of the law for any person,unless acting under the direction of a V, if$ t.:14 ,; ` / \ licensed architect,to alter an item in any way. ir* COVERED PORCH '� Copyright PAUL PELLICANI,R.A. \ , i 1 _----- Title: '� , ASPHALT DRIVEWAY Et) \ SITE PLAN & V\,,,i 4 NOTE: INFORMATION SHOWN HERE ZONING �` ` ' WAS TAKEN FROM A SURVEY \ , '" �"' \ (t) PREPARED BY NATHAN TAFT CORWIN III ' ""'*.- \ LAND SURVEYOR IDATE: 06/17/2014 Wind Borne Debris Note Scale 1/16" = 1'-0° Drawn by Author 1. Dwelling is within wind born debris zone min. 1 min n Site CD Proposed Checked by Checker 1/16" = 1'-0" from mean high tide as per New York State Residential App. # Approver Code for single family dwellings. ,Job # Drawing # 2. See detail sheets for wind connection requirement. Project Number 1 -a 102 architect's IL1 \ .411 11=3 ®111 -Nillir ' F. - To Paul Pellicani , \ AIA I NCARB I LEED AP \\ 1100 Avalon Glen Cove, NY S 542uite 1209 Phone - (516) 609-3410 Fax - (516) 609-3411 vvww.architectsloft.com 1 \ \ // Skuludis Residence 1 \ ,_\ \ ________„_. _______ ___, 1 .... .....„. Milo Proposed Single ;. Family Dwelling ....mier. illi 041 __------- \-..••.........%__•"., • look _------- 41411;1 4141114111411014 ' �'��� f 625 Cedar Dr. Southold, NY 11939 ellot man& invera5t. i_ — _nri ...:::". 1%. .1 ...."1" ■r■� �■�� = Structural Engineer: I ••z' MI ■� _ s I! ri .. .. Katia Duque - Ali ■� — I+ l -- K - �! ■' 77 Walnut Rd EA �i�ir ■! �"' ■. ��� ❑ ! li � rrii Glen Cove, NY 11542 1 .:. Jp �'� �i; ■� � 'IA. ••••mor...E. — NN.NN __________________.---__ 1 -qt .111 III 101 _iso ❑ - it 1---- --------------\ I\ ,L.,..______„-- , 411ks. -,r-,-.- ---„,,, a �i .! ' , _ . ,�'�I —� i sfill ■■■ ■� _ �: _ 1 r .Z, Wil !_ ,;,,; s1,1‘,::,\,:i .„ 1 - ---------rat:::,::: y -:riii1;._:.:2:: \ , '.',\ iniwii„--- \ �1 ,`tt _ ~~ice-� :::, - -_ i-jimit,\f'_:,:--_:-:,j_i' 1 1 1 N N. ' - - 41,1s_14 ,..„___. ,_____ ____ ,..._...,,,..._... _ ____.,,_ i ,,,,_:„.ssi , _... "di __________ ,_ ..,„,,, ,....„,..„,,..",....„........,„4,:----_,_____-:_:„.,. . . ,:.,.„,„--,,,„--- _______ ---, *' - 1 -____, _.,___________________ \ _._ tom_ . _."� - 1,19_::?.:!i::f;i!ji-i-:-'is:•-c-f7:\\\,`� 41 1 1 \ \ , .--- -ii. -____ ---\ ' 1 '= ti ems` ,e e Engineer: \ _ 1 \ \ _ - _ _ ' _ \ \ e e\ ems:-, - "�= e i \ � e _ _____A_____ ;i % I 1.;0, 114 ', i ` I i ill 10111111. glit1.1111.' `~_-_'--_ -7-::: ( '+ } t 1, \ \ \ \ . \ \ �.' \ '\ `.� �. ,O�,.e - '` _ � _ "_ `�`-.`�-.`_`-�_ ;'_�.';_� _ 0101.1°11.\ 1 I t \ \ - 1 001 a \ _ r� i 4 \ \ ` I r e _ I I t 1 .....-----r,7, 1 1 \ \\:\ \hi" i 1 //„/ / \ \ Landscape: /-1,.,.'...: / ) 1 1 \ \ \ \ \ -,„. \ Q3D View 1 Proposed ® 3D View Interior Entry Proposed Interiors: Key Plan: .....------ \ , \ _______ ------------ ._------------ \ 1 \ \ ( 10 \ \ 9 ,— - 8 \ \ \ - ilin'''f ''' \ \ I � I.I {I ) \ I I ,57i•- -- __—.-__,,,___Lo til 2 ',Ir i + ,,, ;' i!'�III 5 inoli,.. _ ill, 1_r 'I' �r'1 I1 I J i; li i 4 �. _.-=-IIIL_ ---_______ -- r-T T I ___________________________ \ 3 FILING SET 7/27/15 ______________ \ 2 ENGIN. COMMENTS 3/09/15 \I. 1 CD SET 11/03/14 I — - �___� �� is _ ---r"--- _- ,� 1 it �; _�`=— _ --- # Revisions Date - P-:.-,--:7": / , Seal: _— __.__- —___ — _ j -- -- 1~ L'"--T -I-- 1 —!T' 'l _ QR .t \ \ II L 1. � �:i- ,J 4 � -``r / 1'r' r___----- ,r___7._;,-.1-,;[--7-',7 rr1 \ \\ ',�`. 1 i I , tl t1, F,I h l I I Wil I I I I ....------' ,----- ' -.f,• -1,- -1, .1 T / i i 1 , iii,,,,,7 I,.111111111111111 .41110•0 _____— _ 1\ i . \ \ '.\\, \ ,_ 1110r0". ..'111-1•111i0" 001"- ...111100-,..i.1 i ,'`' :11 7r-- _ ---21-- (CT �! I J� i _- -� ��' I 1 , , 11 ' ` �`•� � ' ‘ll i: cvi y t \ 'i t1 �-T•1t t :';:' 4''': 1 a I 0 I I IIIIII I 0 I I I I. ___.it II Willmmim--.4 4 1 I 0111 ll I 1 1 I I - �-1 illiii *V101111 '1 T-10 1 I i•■di IMP mmilli - -41T—1.1 I l ',%%, __________-------------- - ‘W'IO , _ , _ 1Ri 'ii :'i\ NOTICE:These drawings are instruments of service - Iti1,) \- • L_I i --,4�,-� ( 4 �' r 1 +t 1 and are the property of the Architect:and they are - . �'1; 1 I �' 1'' - ', +, = -_s �;;' '• 'tit available only for review and use in accordance with this �. ; r > — _ �''', ;� t ��\ 't Notice.The designs shown and described herein, ''"-----------./--: .'41111111W111.1. `! 1 r� ? ; & > i \\\,‘ � -'�j.:7;.. .,..‘,,\,,;\ 0/0111 including all technical drawings and details thereof,are 4444410,1° \1471111°* \ '' ... ' �-r-�.` / Gr:;L '\ ' proprietary and cannot be copied,duplicated or 4 ::: ! = �' 1+ 1 + otherwise commercially exploited,in whole or part, J/ `l t /t — +1 T ' j ti yr _ without the expressed written permission of the {{`` } ` 1` Architect-All rights reserved.It is a violation of the law r T�r.� ; ( 11Pinv _N1;' i 1 4 �5 t \Jy 9 r {��• � t , for an person,unless actin under the direction of a i = i�� 1 'r t =',3„,,_, YPe 9 �. _v\ j. �' i C�=�� �._ : y �; licensed architect,to alter an item in anyway. _-1 /" =- ' 1 �_ _ � ' t +' _. _ t Copyright PAUL PELLICANI,R.A. 'C .°°1 I 6***00 1**WI al**'*.°1*..**.1 I°a/011 441tb446$* 14 it .*°. 4 \%%L I —_r_T_ I ( - i • It y _ _ t_____------1 \ - - '1 Title: .:_ i 1- f 1 _ :: _ It T-t -- — INTERIOR N, \ 3D VIEWS 3D View K tchen Propsed ® 3D View Interior Looking up to Open Ceiling Scale Drawn by Author Checked by Checker App. # Approver Job # Drawing # Project Number 1 —a 144 •e architect's W ndow Schedule 1 ....„. • - Rough Opening Head 1 -• . �� Type Mark Count Width Height Height Proposed 1st Floor Key Note Legend J r� 1. Provide 1 layer 5/8" "TYPE X" S.R. @ walls & ceilings ©Er r L• ---------•--- typ. thoughout - Denshield Tile Backer in bathrooms. n 1 11 3' - 0" 5' - 0" 6' - 8" r 2 8 3' - 0" 4' - 0" 3 3 3' - 0" 6' - 0" 6' - 8" 1 3--- 2. New front entry door as manuf. by ThermaTru (Selec. by Paul Pellicani 4 8 2' - 6" 6' - 0" 6' - 811 3-a304 3 a301 owner) alum screen door - G.C. shall provideall newlowances in bid for doors, screens & hardware -tAIA I NCARB I LEED AP 5 5 4 - 0 4 - 0 6 - 8 1100 Avalon Square, Suite 1209 7 3 6' - 0" 4' - 0" 6' - 8" 3. New masonry patio on 4" conc. slab on new conc. Glen Cove, NY 11542 8 4 4' - 0" 1' - 4" 8' - 8" foundation walls-see found. plan. Herringbone brick pattern- Phone - (516) 609-3410 10 1 5' - 0" 3' - 6" 5' - 6" 51' - 4" similar for new rear stoop. Concrete tread & riser typical- Fax - (516) 609-3411 www.architectsloft.com 18 1 5' - 0" 2' - 6" 5' - 6" )' / provide new wrought iron handrails • 4. Provide new interior oak wood stair. 3' - 0" 7' - 11" 9' - 0" 7' - 2" 8' - 7" 4' - 10" 11' - 0" 2' - 10" / J' / /' / / 5. Rear stair& landing footing shall be 8" conc. trench footing min. 3'-0" below grade to bot. of ftg.-see stair detail Skuludis Door Schedule this sheet and structural drawings Door Finish 16� `� 6. Proposed prefab zero clearance gas fireplace selected by Residence Number Width Height Door Size Comments — i' i i' O owner 42" wide with 20" hearth per code.(NFPA 211) - provide fresh air intake and glass doors per code. GC shall supply & �r"--. i' `o ,'------ iimi 'I- - '7 "+mmomi' _- ��-Zo -7-7-Z--0:4-11111101=iinowm iimiki1 install as per Manuf. specifications. 1 2' - 6" 6' - 8" 30" x80" �- • Proposed Single 2 2' - 0" 6' - 8" 24" x 80" i .71 in 7. Chimney walls shall be Thin brick veneer on cement 3 2' - 6" 6' - 8" 30" x 80" r I,, I CL ,I, ;krboard wood stud to allow metal flue from fireplace and boiler Family Dwelling 5 2' - 8" 6' - 8" 32" x 80" Zo i cw� 6" �� below per code. - 8" 6' - 8" 32" x80" 6" 5' - 01/2" 61/ " 12' - 91/2" 4 13' - 0 41/2 15' - 10 = - 6 2' - 8" 16' - 8" 32" x 80" i' 11 15 SF N 0 8. See electrical plans for smoke & carbon detectorsI ,� r-o 13-a305 �, 625 Cedar Dr. S 7 2' - 6" 6' - 8" 30" x so" f T N p Southold, NY 11939 IJ BATH 2N �' 9. Provide Sound Batts at all bedroom interior artitions8 2' - 8" 6' - 8" 32" x80" 2N V l c\i - N �� 9 2' - 0" 6' - 8" 24" x 80" 3 a30 0 lilt BEDROOM 1 BEDRO n 2 ti MASTER SUITE Ell = ,_ 10. All exterior plywood shall be 5/8" - 10 2' - 6" 6' - 8" 30" x 80" M 11 62 S'I (1 8 Structural Engineer: 4 CL 7 1 �� �o0 00 11. GC exclude all finish plumbing, fixtures and vanities 11 2' - 6" 6' - 8" 30"x 80" N 182 SF 185 SF 325 SF supply/install by owner Katla Duque 12 4' -0" 6' - 8" 48" x80" �t • 51 12 77 Walnut Rd 13 4' - 0" 6' - 8" 48" x 80" l CL 7 6 €l� 4 = \- 12. GC leave all bathrooms w/ rough plumbing and electrical Glen 13 SFN Cove, NY 11542 14 2' - 0" �6' - 8" 24" x 80" N VII - , only, Owner shall supply/install all fixtures and finishes Phone - (516) 676-1246 15 2' - 8" 6' - 8" 32" x80" Mil� - _ `6� /0',6>I( 13N ' Roof shingles shall be architrectural dimensional w/ 16 6' - 0" 6' - 8" 72" x80 `o Co rI ,= _ IA _c1 .�.�. T _C4 �II 41St - , , - 3a3o5 D't N lifetime warrantee 17 6' - 0" b' - 8" 72" x80 Z� �� — - - - N. „ „ \ 18 2' - 8" 6' - 8" 32" x 80" - 5 - 0 4 - 6 6 14. Provide add alt price for kitchen installation. owner shall 19 2' - 8" 6' - 8" © �� s N - •I supply kitchen cabinetry and applicances 32" x80 „ , n " „ 13 `�' -- 20 2, - 8" 6� - 8" 32 x80 11111 — r 21 2 - 8 - 8 32" x 80" 0 Q 78 SF Q = = t Q T — `" I co 15. All fascias are Azek r- 10 agall 22 2' - 8" 3' - 8" 32" x 80" `? I_ BEDROOM 3 r 1 (----- i I, ° I ---1 �� 16. GC supply/install all window/door/crown trim. Owner Civil Engineer: 23 2' - 10" 3' - 8" 34" x 80" _ 16 �, _j ! 5 . supply/install base trim I shall 24 2' - 10" 3' - 8" 34" x80" 1 SF �( 'I �s� 180 SF M 15 BATH I - 6-- 1 , - a 17. Owner shall supply/install all HVAC and heat. GC 25 8' - 0" 3' - 0" 96" x 96" O N N MASTER B- 16 - PO DER �j = `- r- I include all electrical connections as req'd based upon 26 8' - 0" 3' - 0" 96" x 96" �, 3 a305 '�] 9 owners equipment selections 27 4' - 0" 3' - 8" 48" x 80" - 15 47 S IVk f �' 99 SF ' 2 Framing Notes: 28 4' - 0" - 8" 48" x 80" _ _ 26 SF Iii Landscape�" _ _. ' I. - - 1. Framing contractor is responsible to V.l.F. all dimensions 29 3' - 0" �' - 8" 36" x80" r ` DN WALK-IN CLOSET 4 - ; (N, (3, ' . 11_____Aj 01 . riot to framingnotifyG.C., owner and architect of any _ L___ j _- -- �_, , = _(NIiwiiil - discrepancies immediately. e d -. _ - 2' - 0" 5' - 5" 3 1/2" 17 18 \ 2. Exist. framing sizes/directions are assumed. framing • i' - - : - , _ _ - : i, �' II _ contractor is responsible to expose & verify all exist. & prop. IiI I 11�s 1 Q �� I __ �'�; - - • _ • ,'_': _ framing sizes/directions/dimensions in field for joists, girders, ' I / I :7. - 0' ' `, : 6' - 8" _ 3' - 4 headers, etc., prior to new work - notify g.c., owner and Interiors: A -. �`.� architect of any discrepancies immediate) . 16 - 4"' YRiP -t _ . _ _� •- 3 Framingnomenclature indicates :. _ •.- y . ; (3) _ bp- framing size & direction of . . ._ • ._ _ , .-.. ,- , . - - "' �' - 8" 2' - 5" 17' - 9 1/2" • : members above. i.e. first floor plan shows second floor . . ._ = _ _ o / L 4 _ ,. . - . :.„_ _ . _ _ _ . . _ _ . .. .. _ . - �' framing. _ . 4 G.C. is responsible to coord. all above prior to proceeding. - _____,n,_ - --- J Key Plan: I ' S. NO FRAMING SUBSTITUTIONS SHALL BE ACCEPTED I „ I WITHOUT MIN_ 5 DAY ADVANCE WRITTEN REQUEST FOR ` ,'r' C') p - . - ; _ . ',15' - 4 - . -' ' 6' - 2° ' ti SUBSTITUTION TO ARCHITECT BY G.C.. REQUEST SHALL I I r.--- 11 `/ 1� _ • _ j Ia__,/ 114111 +1,_6„ ��� _ INCLUDE MARKED-UP PLAN INDICATING PROPOSED _ _ ,- CHANGES. -- . _ —= - -- - _ 9 - .n� ..i k :_ II ► ► ~ BIN ick �eefi�lR o DN co -� '_ _ : '- �r ti II oa ; ' „ : _ - • - . _ 6. ARCHITECT OR ENGINEER SHALL NOT SIGN-OFF OR • APPROVE FRAMING CHANGES _ I N _• • +1 -0 r" THAT HAVE NOT BEEN 1 CU I : , . ;_ . ;n - = . II �t �F , FAMILY , , PREVIOUSLY APPROVED AS ABOVE. ARCHITECT OR _ . , � � _ , . , ENGINEER SHALL NOT SIGN-OFF OR APPROVE 1 . 20 ter_ • -- - „ F . _ I -- I I \ , , 11 . . '• _ FRAMING THAT HAS NOT BEEN INSPECTED BY LOCAL I BUILDING DEPT.. G.C. SHALL COORD = - - •_ - 539 SF ---- I . - & SECURE ALL REQUIRED INSPECTIONS FOR ENTIRE PROJECT _ _ _ •• Wind Borne Debris Note _. _ ' _ ' _;_ ' _ _ ; '_ 20' 0" = -cv • aD 1. Dwelling is within wind born debris zone min. 1 min 10 b "4 = _ _ _'_ ' _ . ._ t- ,• - _ N from mean high tide as per New York State Residential rn 23' - 0" • a, ' Code for single family dwellings. 9 8 0 •j 2. See detail sheets for wind connection requirement. 2 21 - 0 , � il 5 - 0 8 - 0 " 7 f - — - — - — - — - — - — — _ — _ — _ — _ ---\--6) Note: All windows manufactured by Anderson - 400 Series 6 III MIIIMIIIIIIIPMEMOSIIMII - I f r . IG G / i_-.il • ` / -t' i'' -77- r=��.-' �_ _ _ - -ram.. - - - 11 - - - � - - - - �— I , _ _ - - r �'� \ 1. G.C. shall Coord. all windows w/window manuf./ supplier 4 I '� °' and is responsible to verify sizes of egressable windows 3 FILING _ ,� g' _ 6" REF. REF. - - II j +1�_��� based upon basic sizes shown. SET 7/27/15 18 - -- r- - I - _' 2. Window sizes shown area proximate (for bidding 2 ENGIN. COMMENTS p 3/09/15 - / 1 • ' • :% : 9 6 purposes) G.C. shall coord. w/manuf./supplier to provide 1 CD SET 11/03/14 ci - window model# Q DN ! CI = - , specified. which is equal to or greater than sizes # Revisions • Date EN `t I II 0 V -I 0 - _ o _ - 3. Provide grills, screen & etc. Seal: `-7 4. Windows are to meet design pressure of 40 PSI GARAGE 1 GARAGE 2 I III I ° ° an - r c0 and to have a minimum U value of .36. r I I I M % r^ 11,,,,,,,,,,1::1Ati4:( , r ; • _ . .( I 26 25 _ , ; _ 5. G.C. Shall V.I.F. all sizes of windows/openings at existing g _ 4 windows to be replaced.` 425 SF 407 SF G „�® j d 0 CL 20 I-- - - -- . I `' r- r:::-....., -.:- ...:::: ,f. 22 I } tri, o _ Door Notes: G 1 . 0,.-•:,1-'' :: x,- v _ - ii 1= L_ - - II ,. . - - �� Typical - ° �� �� " I l 24 ��� I \ Noe Interior Trim i= I Typical Interior Door ti o ��® Note: N (7 to �, ! NOTICE:These drawings are instruments of service III Contr. shallprovide —r® supply and are the property of the Architect;and they are N - l N— — - Contr. shall su I & available only for review and use in accordance with this ® ''` CO trim @ all windows, install 1 - 1/2" solid core �® I Notice.The designs shown and described herein, I M ` KITC • �� �__ doors & base molding i raised panel doorsincl. including all technical drawings and details thereof,are -- N , I ° ° .+1 -6 ' E� Nv to match existing trim. all hardware and hinges proprietary and cannot be copied,duplicated or == 2 _ otherwise commercially exploited,in whole or part, ° ° I I 1 as manuf. by Emtek or without the expressed written permission of the . " ,, ,. .-,_ ",-. " LW° 609 SF all Architect.Al!rights reserved.It is a violation of the law r - - w D Q 1 equal-coord. w/ owner for for any person,unless acting under the direction of a 1I . ��h�lprivacy/passage function licensed architect,to alter an item in an way. pD-5..3: . • • 1 - .•. y y ,���� Copyright PAUL PELLtCANI,R.A. _ ,� �' schedule. D I I I I I DN MUD ' II. �r Title: Ci RM/LAUND' Q - Ir zo _ I I I I co I 1 I , I M ■� i ,_ wall Key,,,, 1ST FLOOR 3,:_a_3(:,_#:-,_.'. 1 r, � Ili 0I I I I .� 62 SF il '. i'r _ PLAN • I I I 1 — -� = I — - - �- — — — — � OVENI� — — I - - � - - I �`� N Wall aboveI IN -a306JLAIMINIMIv— -- ---- Iii% i Zo % m r/ / / Conc. wall — $ — jo1//J//// Prop. stud wall 2' 0" 9' 4" _ 13 - 2" 42' - 4" inu-�!u�� Prop. stud wall w/ brick veneer Scale 1/4" = 1'-0" / / -, ` ' : ►iii�iiii� Drawn by Author - -• • Prop. stud wall w/ EIFS Checked - - -Main Level P •posed / by Checker App. # Approver Job # Drawing # Project Number 2—a201 1 1 1 architect s i _ iiik Window Schedule • �� a Rough Opening Head _ IT Height ■, Type Mark Cunt Width Height1 3 .� 3 a304 3-a301 1 11 3' - 0" . 5' - 0" 6' - 8° Paul Pellicani _ - AIA I NCARB I LEED AP - 2 8 3' - 0" 4' - 0" 15' 6" 6' 1" 7' 4" 10' - 6" 1100 Avalon Square, Suite 1209 3 3 3' - 0" 6" - 0" 6' - 8" / Glen Cove, NY 11542 4 8 2 - 6" 6' - 0" 6' - 8„ 3 - 0 . : -52 0 ` 'Ls-'C =i Phone - (516) 609-3410 • x G ° / Fax - (516) 609-3411 5 5 4' - 0 4' - 0 6' - 8 / / _ 0 •7 3 6' - 0" 4' - 0" 6' - 8" 3' - 0" 17' - 3" 7' - 2" 13' - 5" `r 14' - 2" 2' - 10" WWW.architectsloft.com 8 4 4' - 0" 1' - 4" 8' - 8" / / / / � `. io �' / / d . \ \ N. \d <. ade , .18 1 5' - 0" 2' - 6" 5' - 6" • a "tit) Skuludis _ ._ . . , _ . . .. . , . . . _ . _ _. , _. _ . , . ,‘. _, ... _ . . .. . _. .„ „ „ , _ „ .. . . _ .. .. , _ ._ . ... . 1 • _, . ._ , _ , _ , ._ _, . _ _. , _. . . _ ,_ . , . ,_ _ . _ , ., , „ ._ . , . . :7:1_ . , . . . . . .. . . .. • 1 .. . ,. . . _ ,._ „ 1 . , _ . - . • Residence Door Schedule o _ _ : '. _ ��" - \ • - . o Door I Finish - _ ' Number Width Height Door Size Comments 2 - . _ ; - - ; • _ - • :: . .. _ _ - - / N g _ -' . -' _ _ _ - _, _ , Proposed Single 3-a30 \ = =N = : : 7 -' r N Family Dwelling 1 2' - 6 6' - 8" 30" x80„ : - _ : ' 2 2' - 0'1'' 6' - 8" 24" x80" - : = '_ - ' . - - _ : _ = : o 3 2' - 6 ' 6' - 8" 30" x80„ - . _ ' _ < ` - 625 Cedar Dr. S 4 2' - 8" 6' - 8" 32" x80„ ' _ _. = i G 5 2' - 8}' 6' - 8” 32" x $0'1 " _50 __0 �� \ Southold, NY 11939 . / `11' - 7" .. • 13' - 6" _ : X13' - 6„ 11, _ 5„ / N 6 2' - 8" 6' - 8" 32" x80" - 4' - 0'1 n 1 7 2` 6,. 6, 8" 30" x 80" \ \ - r'- ; _ , _ .I _ . _ _ 1 r : i • Structural Engineer8 2' - 8'' 6' - 8" 32" x80„ r _ o 9 2' - 0" 6' - 8" 24" x80" T- I_ - N • M I ;i • M Katia Duque r _ ,� _ _ - :•• _'. _ • r ;- I- :- 77 Walnut Rd 10 2' - 61j 8"61 - 30" 80"xco • • 9' - 10„_ ;3' - 6"_. _ 10' - 0 _ 3;_ 6". 10' - 0 _ : 3' - 6" :' 9' - 8": I' Glen Cove, NY 11542 11 2 - 6 6 - 8" 30" x 80” 1 _ % _ _ ( :. ';' ' _. - ./. ° ` Phone - (516) 676-1246 12 4' - 0'll 6' - 8" 48" x80" _ %- , .' ; - _ - : t • • '. _tea . 13 4 - 0�� 6 - 8 48" x 80ifl - , _ - - •:. _,- ' .- '. -, : _ . i • . _ _ 4 - 0 0 •• • 14 2' - 0'i 6' - 8" 24" x80" \ ' 1 0 - • - ' - ; • . - -• • . ' • . • - ° , ° ; 15 2 - 811 6 - 8 32 x80 • _ _ _ :. ' UNFINISHED CELLAR 16 6' - 0':[ 6' - 8" 72" x80 _ _ _ ; _ _ to d 17 6' - 0':I 6' - 8" 72" x80 `1' _. _ _ : . : = 18 2' - 8" 6' - 8" 32" x80" C° d = _ - , - • _ 3, _ 6,,: =13' - 01/2„ ; i � `� 19 2' - 8'I 6' - 8" 32" x80" -, • _ _• • - . , • 1; „ - - - - - - - -._ -. •_ - _ -• -'- - - •-•_ - -• . - • .- ' _ - _ , _ `• _ - _ • _ - - N Civil Engineer: 20 2' - 81, 6' 8"- 32" x 80 _ - _ _ 21 2' - 8'i 6' - 8" 32" x80" = \ � = :IT' �1 N d co co d -_ 22 2' - 8''I 6' - 8" 32" x80" En l ' } 4" ' 05, _ 6„ " \ `V\ ° I -\ - - -• - " Framing Notes: 23 2' - 10 6' - 8" 34" x 80" < ' ' 24 . 2' - 1©" 6' - 8" 34" x 80" . _ = o�� L -' :_ '- �} =: :- = \ 1. Framing contractor is responsible to V.I.F. all dimensions 25 8' - 0'i 8' - 0" 96" x 96" _- _ . ' • ' _ •• _ '• : - ; . �, < • • < a prior to framing - notify G.C., owner and architect of any 26 8' - 0'� 8' - 0" 96" x 96" - - _ j 5' _ 4" 8' - 0" ' 1 discrepancies immediately. Landscape: 4' ,��' 2' 0" 5' 5 1/2" . - _ 15' •1 1/2" _:_ • • "- -' - _ : _ 14' - 9 1/2" •-• -b - - 27 - 0 6' - 8" 48" x 80" / / / : • ,_ _ 2. Exist. framing sizes/directions are assumed. framing 28 4' - 0'" 6' - 8" 48" x80" _ ` _ :. : _ , , ! ,_ ' - : 1/2" : _ _ „ contractor is responsible to expose & verify all exist. & prop. 3' - 0" 4' - 6" 10" _. , •_ -•_ - : • - • • • _29 - 10 . _ _ •10 13' - 10 3 - 0 29 3' - 0" 6' - 8" 36" x 80" / /d.�': • Y : ;, / y / framing sizes/directions/dimensions in field for joists, girders, headers, etc., prior to new work - notify g.c., owner and \ _ _' , . _, r, �,� : _ % ` \_ - . 16' - 0" - -2' - 10" architect of any discrepancies immediately. . . 0 ,. = °•• o d Interiors: r 3 Framing nomenclature indicates framing size & direction of z < • • , a• members above. i.e_ first floor plan shows second floor to -\ ; ' • I ♦ \ _ framing.' ; ♦ I _ = _ = • z 4 G.C. is responsible to coord. all above prior to proceeding. - 0 3 o - �,� _ , _ - _, p• o _ _ 5. NO FRAMING SUBSTITUTIONS SHALL BE ACCEPTED co a30 '� ' I / a 1 - , —pp 0 E0 11 WITHOUT MIN. 5 DAY ADVANCE WRITTEN REQUEST FOR N N F`' to F- I •/ / I: ; LU % ti co SUBSTITUTION TO ARCHITECT BY G.C.. REQUEST SHALL Key Plan: _ - _' - c~n `V `V INCLUDE MARKED-UP PLAN INDICATING PROPOSED _ _ _ . . . _I- � _ : v- n CHANGES. \ . ' ` L �, l _' ; = I ._ ' ,'_ • _ 4" SLAB ON GRADE \ 6. ARCHITECT OR ENGINEER SHALL NOT SIGN-OFF OR • - - APPROVE FRAMING CHANGES THAT HAVE NOT BEEN :3' - 1 _,, : _ PREVIOUSLY APPROVED AS ABOVE. ARCHITECT OR • . . _ . ENGINEER SHALL NOT SIGN-OFF OR APPROVE \ \ _ FRAMING THAT HAS NOT BEEN INSPECTED BY LOCAL BUILDING DEPT.. G.C. SHALL COORD & SECURE ALL s .• - o: . ° REQUIRED INSPECTIONS FOR ENTIRE PROJECT ~ Wind Borne Debris Note . 14' - 11" . . l 14' - 111/2„ 1 < d F- • • - Q / 1. Dwellingis within wind born debris zone min. 1 min 2' - 0" 21' - 0" -. _ , , _ _ . ' . - ' - . r 5' _ 0" 8' _ 0" / / / : /V / from mean high tide as per New York State Residential \ \ Code for single family dwellings. \ \ \ `-<\ 3 - - -4-;�,,, .-''d ` _ 2 , '',"•"�T�f -,O - - -• -.`'. \•- ,- - .® < ; '\ -\.,;-, 9••..d" ' N 10 y -• ° a.•. ; . F,� 2. See detail sheets for wind connection requirement. :_- ° \ 9 • < 7, - 0„ Note: All windows manufactured by Anderson - 400 Series 8 7 - .- .- co 1. G.C. shall coord. all windows w/window manuf./ supplier 6 - : _-_ . ._ •" '- - _ •- •- .24' - 91/2" " _ °� / / 4" SALB ON GRADE =/ = ° _ - and is responsible to verify sizes of egressable windows cy, based upon basic sizes shown. 5 0 4 4o UP . . : _ _ _ _ _ _ =: _ , - . _ o 2. Window sizes shown are approximate (for bidding ' Co purposes) G.C. shall coord. w/ manuf./supplier to provide 3 FILING SET 7/27/15 I window model#which is equal to orgreater than sizes °.' ' _ 10" 8' - 10" 8�, q 2 ENGIN. COMMENTS 3/09/15 \ : ' : • • ; _ 7 specified. 3. Provide grills, screen & etc. 1 CD SET 11/03/14 N. 4. Windows are to meet design pressure of 40 PSI # Revisions Date MIMI " : ' o and to have a minimum U value of .36. _ S. G.C. Shall V.f.F. all sizes Seal: —r • _ _ _ of windows/openings_ •� _ _ _•. _ _ t existing , . _ _ _ _ _ •; --�: f i; • I windows to be replaced g . �.-,x� 0 b d I I - I_- • _ _. _ I \ ° `� N \C- -4 �,�. 1_ I ,, Door Notes: N.- 11'i... 6 L - - - J I . 1 I I .I I, CO • O 0° Typical Interior Trim Typical Interior Door "u o .. ', : _ Note: Note: aMt = ' • Contr. shall provide 7,— Contr. shall supply& _'_ _' , ; _ trim @ all windows, I install 1 - 1/2" soild core ° < N �° ° • - o to match existingrim panelNOTICE:These drawings are instruments of service doors base molding raised doorsincl a° _ _ _ 1 t — all hardware and hinges and are the property of the Architect;and they are M O - available only for review and use in accordance with this in — - as manuf. byEmtek or r- • Notice.The designs shown and described herein, : equal-coord. w/ owner for including all technical drawings and details thereof,are proprietary and cannot be copied,duplicated or ilk\ _ ' % : privacy/passage function otherwise commercially exploited,in whole or part, ° a ° a 3 a303 : ' rg,f.. .___- ` " - ' schedule. without the expressed written permission of the Architect.All rights reserved.It is a violation of the law 00 4' - 0" Wall Key for any person,unless acting under the direction of a , Q licensed architect,to alter an item in any way. _ Copyright PAUL PELLICANI, R.A. • , ' ' •• _ - •. _ �%' .. _ Wall above Title: \ \ Q t„Q 1711 \ Conc. wall CELLAR 7' - 4" - 3' - 1" I / '/ / PLAN ///////// Prop. stud wall 6' - 9" ��iiy� Prop. stud wall w/ brick veneer " r--- -----OVAIVAIII Prop. stud wall w/ EIFS 67' - 6" / Scale 1/4" = 11-0" FOOTING SCHEDULE Cellar Plan, Drawn by Author '` Checked by Checker = 1-0 TYPE A = 3'-6"X3'-6"X1'-2"W/4#5 E.W. BOT App. # Approver TYPE B = 3'X3'X1'W/3#5 E.W. BOT Job # Drawing # Project Number 2-a201TYPE C = 3'X3'X1'-6" - .2 � i Typical Double Hung Installation Instructions- Verify with Window Manufacturer for Specific Installation Notes architect's a. tn,�gn_ ' r .pa>ra.i�oM n,. .- eull�rn Paerallc�r;ons _ r°cUart iRCNYS minimum requirements (refer to code for specific requirements) Dry Walls fl /:::I;::::S\ IE The fallowing soction shat,:a rough opening prcparatiar far both ai°barricf ar,d buildn. paper sccnarias whorl �-q,...�•,;',- '„ _ �,;;� _�;'u '�" ur a 8angcd,rigid sj'I pan is usod-Rofarto tha"Rough Opening Proparaton-Allcrnatr c ltcthod"section if you do s °" General Re uirements - Gypsum Board: + r- �<;':;.,..-; not use a rigid si`I pan.Refer 10 ASTP,i C2t 12-1 font ether situations riot covorad in chis dacurnent. Yp 1a r o r � _ ..0•* �:R..,. '.�.,.:. .. :: ..� _ 'F' :� .- '>'� Heat re din habitable rooms min. 68 aft. above floor 303.8 - r ,� �.,_ ��. Jj ,*�,'•�- _ �" i q j ) Installed after building is weathertight [701 .2] n • i _ Air airier A lications �. B p� � �-` �' � 4 Nailing per schedule [T702.3.5] z _ -- •_� kms, , 1 • 11 i, n MM1WrW,w „+Y'1P+'ST•_"rr�wiu x VYO...M•x . .a. .� t / � �. � %�_ �, , , ,�. � ,. .' au a scapi ,... w�,s,.. ., , -�. ;:r-:�,� :.�r�, : , p ,r .�r 3 � �a - � €~_ `- Fire Protection f � Jf+ f ,k k .y . �: � `�.� AIA NCARB LEED AP '�a r.' p 1 E� V t f ar �; :� t � f $ � ,� Exterior Wall Covers �� } . :#, �;,� � ,{ � ,r , j , .. • 1100 Avalon Square, Suite 1209 y# j¢ ,t / /` Fire Stopping: ;-� ,�.'� _;��;' , �• , , , Glen Cove, NY 11542 FtouWhO ening I_ason t3 ni r i €€ , „s: p.r,;..: _ $, ,; , E In concealed spaces every 10ft. (Horizontally) [602.8] Exterior Insulation Finish Systems (EIFS g P 9¢ rY P'e ng ', ,' Y \ ) - J.y� k{ 1 ''rte y �x[ Phone (516) 609-3410 / ;, i ,/ ,� ,r ;r. j E ;1 In concealed spaces at the ceiling and floor levels (Vertically) [602.8] Must follow manu. instructions [703.9] Fax - (516) 609-3411 -v r� n«M'°° l r / r / rf } : :: ` ' Horiz./vert. intersections such as soffits drop & cove ceilings 602.8 - -� , � , �.�a,: �' r _ tom,. Ire - , _ No decorative trim face nailed through EIFS [703.9] r a- P 9 [ r ,. .. . � _ :mss ar , www.architectslo ,� � ft.com �, s�2 , � _ '�'� n r stairs at to and bottom of strip ors 602.8 �� .� r S eclat ins ections re _ :[, ' .,i r 4,< la> b {c) td) te} Gaps around ducts and pipes must be sealed w 703.9.1 li •� r� ,,', ,;,~�..� , or weather barrier [ ] �. 4: _ = ,= approved material @ floor & ceiling level penetration [602.8] Y-Y_R"" a,;.rr^�"; „„x, rigure 3: Rough Opening Preparation iar construction methods using building paper and rigid sits panning. v _ IS p. :. ' � �= •pp :" _ u � S�A� ,W,,. Material may be 2x lumber, 1/2in. gyp. board,compressed glass fiber [602.8.1] k 1. Mske an"ar nn"by rotting a 11 it29: ,%I F s:rr of ti-, P ding S 1 \ I U d � Cuta':s'lr.."ts���de pie in piper Garage: - - " 'c £t `than the RO height tad just,td'h for Crsadr� D huildinr Fit•-ter a p*rximatFh c^»` t• PrmFntha•.ti•in.•fnvrrnr.gfin,>alinrs+rtith.0?r>inx 4ic'3: ie'ar~tbCv th:LTcktnc rCCCSiRn16iCC,a'JC'h nln tl"C • Flguret: Typrcatrougnandmsaorrryopemt,gs. --� ;--� fiz• � F, � p p F« � Min 5/bin. t e "X" bd. on ara a side of walls/ceilin s common to house (309.2 `^r -� � th?aptt'ir Q'ren,1'i;f7 the b.^,tram o:the lit?an!i staplF itC}Uy as n'u::h a-a lh=c lamb o epth.UsC��.ulil:ty k.n if;: YP g YP• g g g _ L ] t alcn theta ed ?onf See fi ure Jia. to cu'.k'rr,ou �3r evt r d'fi,rJ hodd tr,b artil si II.Fuld n n Stairs R e S d e n ce ara'• °'� --'""-` ��`-��"��"- g p g y' � � ;i., Min. 5/bin. type X gyp. bd on walls supporting ceilings common to house [309.2] - i to t se rr fent.and facto ce.S aH ra ,. _ .... .... . ... .. ... .. ... ...- ----......-- _._..--........ ��<�: ` Fi.id ,.y.�,;„,� � ,_... app.re Clp';, r P - 4 °. Nur a b^atl ct�^^trent xim�,t :£'n'�r:•from 1. Rough openings{RQ}should bei r25 •cider than „yt�.,, `�✓ F -" e' gid• ,t( �� r. ..�. rsr�ro i• �a��-- r ifiOoJyr,J'llrr�apr'r',ir,�•;511k�t��r,a'�ti:.�ut£`Et=,�, Exterior walls <3ft. from property line 1 hr. construction. [302.1] the outside measurement of the trarrte d 1!2 {tar I j up frt:'n the sill tar the heiclr:of the silt pane rrg).See a. Appiy a,^nhtinuour head sfsealsnt 3;'»'ilei from the hi her,Masonr opening ono shout 'e tit'{r31 i t Headroom min. Eft. Bin. (spiral 6ft.6in.) g v g ( y r�} (b} rcr id} firurF3h. top and sides cf s�•ildc•.s Openjnr. Du not apply Ducts through wall or ceiling common to house min. 26ga. steel [309.1 .1] v:iderthantheoutSidGrneasurerneritrft��trameald i �i 1 se.=,la.nt to RO hct'am seal t�rfasteners��d t. Illumination req'd for stairs and landings j 3. In=.tali rigid Silt p.9rning `r1lo+•rihn m9ntrf.-yrzr;rFr I casing and 1;4` ,:ui higher than t outside i , S �ttaG1 panning L the cit.Soeirgt{re�... No duct openings in garage [309.1.1] •. i= FI ure2: Rou h enin Pre aratlonforcarielructlonme[hadaueln econttnuouaelrbarrler atemandtl taste annln inStructians,veefi-ue:ic. Min. stair & landing width 36in [311.5.1) Proposed Single rnectSurerrr?rtt rpt tttr3 frame Ur tFtSing. U'1 n fritrnt'yg � , 1.2' 9 9 OP 8 p $ ell 9 P r7' rUuilhcri�nirrd,CBrt?fi6i[trifdt)rltrskitnlr,l3 �atH1`ir?Sill .� No openings from garage to sleeping room [309.1] tlalH i:�It�vHl repel tt•,r�o €,nine is 'c uarA, •�reit hl oriel 1. Tr.rr, air barna, amass top of ht�ad jantu.Trim up 3. Run a brad of rn:alanl appraximalt�!y 3;f' ft9)frrsrTr g p [ ] Fa m i I Dwe I I i n f p � =�I � Max. riser hei ht 8 1/4 in. min. tread de th 9 in 311 .5.3.1 2 p 9 ; t ' } fror�,the bottom corners abrxat 2' fSTi for half the tlr;edgcoftheopening.Stanthebcadabout6'f,:a2:' Door to house rated 45-minute w/ self closing device [309.1] _ y g hnt+b.Srrrr F ure 1. 1•� ;' vw.: h. height of the.j: ;.,, pat•tning fango} ad then make i, a•fdition�l hpri�Ontal Cid AbptJ",ar f;�` ;e4j wide fpr IaStall rir�id Sill pcnnnir„a t011oa'i rg manuf rrhJrer'S Non-combustible floor with slope to vehicle door or to a drain [309.3] Riser or tread maximum differential 3/8 in [311 .5.3.1 ,2] x: ,'. -, ,r".' l"~ the :llhrf ti panning Parer).Fromthri horizontal •nstructions.Sat,fiqura 2b. NOTE': V'/hen usinga rigid srrljeam7rngproo� youma.,i _ out.make:era 45 da roc cols toward the ccl-rtcr.Cut , r?aet>'to ad�srs:ttrt�onar,,rrr�acaQrrrinaty to �:rnurtt Ire :. .. � �'•_ ,'"' vertically cram th.,head-arab to vrhare the t,10 45 s d' b J•ril,side taps t?�tt,r?interior ancf flick in plac5n.SHaI the heryhtQ`t.CP anni„ - .,�•," meet,Se=fi 9 ure m i trio horizontal cut in the an barrier sort!' seam seal Floor Framing Winder-tread min. bin. develop 10in. @ 12in. from insi [311 .5.3.2] 625 Cedar Dr. S 9 ?a, : . taae.Sec f.ourc 2c. CAUTION? If the previous ••editions I 2. Fliptopfapupandtacdnplacetemporarily.Foldsill are not met, the installer ust take portion to the interior Rrd terk in p:at e.The side Apply a es o tulles beae a sealant 3 4"j:9t from top S o u t h o I d, N Y 11939 � � � and sides Of vrreas'r opening for where casing or 14 i corrective actions t0 er the , ftrpr shooId bH lrarasr�until riy:U partriirrq IS i,tslalltI J. , General: coeective betorons to els the NOTE'Chsar-dardwoodfrir ccors:tvc2ronrt'i(f y casing flangewi'Iccntactthestrurtae).Donctauuy Handrail �.-# ' i 5aa fi oro 2b. brick veneer, make wire fhare rs A'feasf t;;2`tr a: si4-,ri to RO hottt,rrr.Stye figurK 2d. essentlal that the sheathing behind th::wall be a boMo'i bottom at wiidcw Silt iar avantua, Notching and boring joists and beams [502 5.6] .8] 4 or more risers j311 . sopa suMace to ensure that the ufii can ba p;a�rnen,pftPre windcK,,��df�e,�'�rQ'r~,p.��;�t Floor/ceilin drafstro ed if >1 000 s ft. o en web trusses 502.12Structural Engineer: gecuradflrmlytathewall. g PP r q• ( P ) [ ] Railing height min. 34 in. and max 38 in. , I t0 Avt?t[�`I7rfCk t . Double joists under bearing walls [502.4] Handrail grip size [311 .5.6.3] _- Subfloor Katie Duque Walnut• - Untreated wood soil clearance: joists min. 18in. beams min. 12in 319.1 y _ , , . � _ : : � .• - - '� •., `. Ste Intln ,, e: �n o �e�� ns�alln- .she rn ow cont: . ] Landings � � *��-•-- �� � ' � - - - - - - _ Cripple wall <14in. sheathed or solidly blocked [602.9] Landing min. 36.in deep x width of door or stair j311 .5.4] 1. Remove the protective packagin3 from t unit end .-: ,s' .y_ " e w/ Table, method no 3 ] Phone - ( 1 ) 676-1246 d,spose:rocyclo properly.tnspoct unit for y h cdon .,�r e, • � walls shall e race in accordance damage and report immediately to • .,:"zran cr�..R I I h II b braced d [ 02 10 . � � � u :} Cripple w 6 2 a Into rl'}+ t $ u p � y t y r , gn.,. ,,��,,.; Joist Bearing: Guardrail eller=rsenlat ve.P•uti'ide thti C:tl,ilra't1Hf i�rYkar?rtur„bPr P :;t 'x, i.o.,,'a.a t.•«i t^r ^n n °',� Irl!, S k� "�•-., �' � s� , �- r �' mt=, N; K..•�- On wood plates min. 1 1/2 in [502.6] Req d for any walkoff > 30in. above floor or ground j312.1] f I Joist la min. 3mn. and three 10d nails [502.6.1] Mmn. height 36in. 34in. stair handrail 315.1 2. Pnn the tar;t;:ry Hp;,'iHrt r,ailinrt firt:dr+f :ap in th;? fir. � • i 6 + - i-� _ �! ,rt''� rle,rr.r,. - �' P p iyh' ;aosrtion. OO tJOT kPFLY NA I ING f IN �w `� ,- >Jytu-r � ( ) `.•,.�,, yTM�� [ ] 9� Max. o enin size <4in. •,:� � 3. if you are ins al,ingawindow with strurtura;brRcke!s, ° ,w: ___ - ° ..�. .- 3§ Joists blocked ends SDC D 1 & D2 all supports) 502.7 rastsn to >t,� svindr,v: noir. f=ullav the I i�trueiluns s�, �: f �_� . . �' r �-{� � ;��^ s� �- r '� �; � ie;r� �. � ��f� @ ( @ PP ) [ ] (6in. opening at tread/riser/rail triangle) r' , ;; Fra':idnel'avith trio bracet . $ , s, r r _ `z: r Joists '2x12 blocked or bridged @ 8ft. o [502.7.1] 4 Vtthe111sta'IingfactoryrnuFedunitsin a M,snideT4iO i l �J > ,'� ^� j ,'f �'•'' . h:gtt ustil:ytsnalion,aleph!Sinsr:tural lttt3t;k� z an fvalii � � -°°"".r � , e �':� i ';'s?•'. � t :.: sides of all mull lints- Seo fi ure n butt t ^ Jr,� r i r' f:_ _ F;n _ '' ' t [, `4 j ,M :::; :a Civil Engineer: ins,aratior instrucVons suPptied with b ,,rke,s fpr �. ! ;, - "V r a+s, I � � Shower/Wet Walls spcLlf c placement(part k11708a23). �•�' �, - _ Windows 5. Install tarnh extc�tsion bcfaro insi<�illiny tti.IU n•d0'A'In Figure B: 'f r � r' ,� � '� _ .,_ __ ._.. . __._._ .._..,ta) .-- -- -_. -- �b} ._ ._ -- -._.t�?.._. -_ . _ ._ ._.. ...... .._. ..-- _ _ t"` Rescue opening minimum opening area 5.7sf th= rpilgh or masonry n.Q?ni1q. FOgo'r: StrUC:tionS r ,_^ .` '."}• Fl Figure 10c Shimming sed squaring the r,indow pros,d,~3rI ta•i,tr thej'am.bisxtension. r' � �b} '-� '. ' t�) •_� � ids� Ordinary greenboard not OK directly behind glued file [local] �- • este tion - o enin at rade minimum area S.Osf 310.1 .1 fi. RechuckthudayonalSor1 norolntstomakuscrr9. Cornpleto testoidr o' Ihnaihry hn :sruurJ !hu All edges must be sealed with water-resistant sealant [702.4.2] P P g g [ ) I ±t�„ 1 Ci{ttu 8: poartlor,tngihew1ndowintheopenrng the unit is sgL.i41 in the npenirq. I° sgua-F instil: fsir+nretF°Ii!the unit e;t'r 2• rnarinq nails ti' x,152) - , Installation Tip: Keep the wilds locked --� ,r Min. net clear opening height shall be 24 inches [310.1 .2] 5 sdrfitiora{ Shims a: 14' irtevals nn CFntFr and ct fir,�mea�';hl;OfnPrAf::;lspsr.�-l�'rer��"_�.t., - r1, 1/2 Not on ceilings with >12in. o.c. framing [702.4.2] until seuayo and fastened i1 the a. r . r,n r,,,,, , Seek Assistance: Sc-na large wtndoa's CAUTION: Proper shimming is each lock int. Wwa s shim at checkrails and cn center lir faster rema.nag structu-al brackets), ` and:'or assemblies are very heaby. A0'Oirl f s; extremely important_ Under-shimming meeti s 'c y Min. net clear opening width shall be 20 inches [310.1 .3] { � - ng u.l;.,,:.sem`fipure,oa. Cement Board: �' 1 in,ury by ttFthhr,hr'P to GA an•?i Fashion the t; := or over-shimming will resuft in bowed - ta•k`dowhtf�lhorougho`or±i„ `- ' }amtysandorheadamb_Boif,c`Qndiiiong 7. lvledsuru.attie3[7janrb,cenlatufanit.arilsilllornake s>nEctA��foTe�Rp1cTUR�t�,�ns: O erational fron inside the room without the use °. . mr,M w •'`y , F g can contribute .. . r, 1. CPn'Prt�te�'rndrxr g 'Atoimproperwirrdawoperation. si{realldmensinns�,rpFgjsl If:heyar?aenet,yor.wilt Rv.?.,hraAw5�., x59trnar!ta•ciaerery�,ryir.� hernOU�f.cr�em`r;ytst Suitable for g [local] Po f keys or tools [310.1 .4] LandSCa e: nthrpphirq.LpathF!ilnrf toetca;istrheshi-n ar crdngly.SfgureIObrr,HknrPFAStarr Reqrsbuilding-paper backing [manu.] r,umh the frame firt=rn,;?xtF'airs.Shin u,nrier the 3. From thei°rte°i or,sgrrarP:he frame in theoreringhy 6. Onoa trio at It iquarc and plumy to the apernnci Lr rxaf;n r# .rar'n"r Jule',with ft; $x 3"stJaw', . ri amhstoiin, ti pvg!ifnecr..ssar SApfit, refia. installi-rr=hir'-OPnve'-n'f-Fi.mhss-I'r-mnrt cprIr�rteiltU-51a11foilI)VJrablujnita Litiakusur it r riCGa'.MJY,zs.tt-lhcrei51)ittndi:':1:! .,eo'xoQr Corrosion-resistant fasteners Structural Shea � r-„nr▪ «�,a�, j s . ;...,. � lr � ) pQr y� [man thing/Bracing .s ccc^.r » -f't,C2-1S2ifromthe•raad ar.haaOS fl_t/tasure is oparatngl properly.If riot.,you may have to make bc,hr'nc rho!rsralla?rcn poles. ?. t}nr:e IF.+rti, tank t'tP iarh ria lint) in ,td•h ?' friij , thediagnnalsancad;us:shimsuntatneurrtissnaare SrmP,9djustmerrtS,Oth�shirrg. All joints covered with water-resistant sealant as per manuf. [702.402] �'-' - reefing ria la within f'' r r 2t trnm the besot ja•nh ,nr •' ^' in the r.pemnrl.SF••a firer.=.fly. �: .° + faa:Pn roe Brack.>rs f aaplirsihle,fntlrn!' ns:r:srtinn.3 r-i''.,,, CkklTlfaNl $4mC btillding codes �ir•a rs,,I:,' r'-'.: -gpYt tiVith hrarkFts.S?P figr.rP Sh. d. tin•rr ta+x the la!,Pr r�,rnPrs of ;he hailnc fin a•1n f•-`, Installat3an Tip: t7r:opr�tahtt.�Uril�.�nU _ ... , ,yp Water-resistant gypsum backing board limitations [702.4.3] Materials: r;,., l , require foam a insulatfan to corm rFt;hP.^-k far s<gua!•F. If ner.FssArti+rr=^rrn+e the:nal s \.j s+.�w�jtc t'.'iak8 SUYv'hat!he UricI'YS'alled r an infiltration seat_ Use Only few +y. Ardadlus:4hms,:ntil hkauni#issai.Ara Saaf?t,rP Square IS tG Cheek ine re':ea lagI sxpanslontypetoamincambliatlan Finish to extend min. 72in. above drain [307.2] Plywood-5/l6in. min for studs 16 in O.C.; + - #„ ' An• h,?tv,PenthFnrara?i•lgsashandthPtramP. with fiberglass insulation. Foam and foam S. Shim 4"-fi'i-n2 S2:tram N-s hrtr.'i earners. An even reveal around the ertire sash generally appilcatlon must conform to ASTM £2112-01, 3/bin. for studs 24in. O.0 _[602.10.3] means a sq.sarely instal'sd unit and will ensure sec.5,9.2. Follov!an Instructions ane warnings 1/2" Gypsum board-nailed (not screwed) at lin. O.C. _[602.10.3] Interiors: _, ...,... �.._._...__ brriaotti opa atun. from the foam manufacturer_ ure 7: Atineh atructutat braaketa to mull !rile In 2rN2H ,..•e }.�!`-`. _. ... ... -. ._.. � w A'•'F""°�t.�'un,fs'n�f�'l�tW;�tatrt„tr'ra'r,r��,v�ts. ,- ' , � - Wood panels must have span rating on grade stamp _[503.2.1] coniigursiions. - Y:.r S,m Wall Framin E?,_Eracket ar>:urd fra•ning m?rr x•and i•:t ch�nit�t r: �,t': 14. If Basi rr.?i,apr;ly:�?'-2"t2S-5`;thick tarsi:of Icer•, ry ori X t ti:K`screri&.An to s:re'n•5 EG�'oxrn-azilel` 1S C- 'Ee • .: '`"..•'.. -• }.}+ q a � -s-- ��.. k�, oxo-n±ainn fn�:m inStcAtinn on the ha^k Siric.of the Block all horizontal edges _ _[602.10.7] sr+ay iron- :hr. rindcw Araya s-i eb�e or behind „? `rs "-_n_ nailing fin or brick mou'd casing, pont apply too t••c_kaia.See=sure��. �;'.. �:a; much as it Is possible to bow the Jambs. Naa, Top Plates: Nail to schedule (6in.-1 2in.min.) _ _[T602.3(1&2)] ^'.$•,- .•,-v'r,Lo- k 1 e, , 'Olt:ik,•�a^�.rrcrca•ut^cMs�.'Irt"a'a•r.•s,igve,gnu ;•r x * ir',ulatUIUux,yar� H1tri arttltn,vritliI,Gr,rylass Tw} rad mott,.'y,. c p.noc'.c'r rc!'r c,r a,c•^,'.n .,� ` r irsulai:an.Se;f:g:srt 19c,. g intersections and corners F.�:1e,„•igM..'5/pi,4. L ,,DPS?.e[L.4r:td':.:z•n ,iriipnn' , Bearing wall into must overlap [602.3.2] r t"ettiscKF!.!frtAca558y' dr«,'fr:1,5s i3:h,�5+n2te } "r.. r:::r<i..:' End joints must offset 24 in. min [602.3.2] Final Inspection #16 gauge steel straps over notches >_ ° • ::f� _. 50 /o of plate width 602.6.1 LL} Single top plate OK if tied with 3in. x 6insteel plate with 6-8d nails AND Tempered Glass in Bathrooms: Key Plan: Flguru g: Atlwrnrngwrneowrwrrsiructurr.ibraekntn joists/trusses/rafters land within un. over stud [602.3.2X] Req'd for glazing with lower edge <5ft. above tub or pan [308.4] Top plates face nailed 10d max. 241n. o.c [T602.3(1)] Req'd for all shower/tub doors [308.4] - _ - -. : . } >�.. '. . �, � Barin Wall Su ort: Hin ed shower door must o en outward 2708.1 Z ,,, ; � . , � •. . .F ,.,-. ..: .._�=�,_� �.•.`` - � � as n. aha foh cont ..� '�.� i� ;�,, - :,.,_.: -'.= - _ . -; .1 •,. _' ,w� _iia _ : . � . .. : - ` Double 'lists under arallel Bearin walls 1 p g [502.4] Dwelling/Garage Separation Air6arrierApptfcations @ulldingPaperAppicatiOns 1.Alte extvriorfinishorsidrngistii talcd applysealant I Wall perpendicular to joist max. offset from girder 1 joist size [local] Garage walls common to house 45 min. rated [309.2] ;- :. '-.'"j'j„;iy :`: ":- 'Y.e'*'lin ar. = l.np;.a:C tom-`.'_' , around c extort perimeter of tie uii• fr'am'e or 1 �� _ �: „o- .,, � , i .: ' rcaltyE: it tartir_tatl tic r _., -r„ n' a1- r1,.hs nccded, 'ns r,Beckley mater al bet'' J' Corner Framing: "• . tete frame ar c-asihrl and the StruCt.Jre to p-°^.:<<fE a `� - i - z+•al n. -`r� s^,--� � � i-Q i aealsrt oir. a t e o aa -"`�,•�. :�, S. ^:^ �' ; � r � ; t.Se,,l tacit•iPr•r•�,-est h er;rralt �.�`{ _ r, i Hold-downs in lace and tightened _. » r,, ` -i 1 / eft"rY`= t * '.- .virth hel'sen rins'ir4 exterior f,nic',material tbri,;k �a'**r�y j / P g [manu.] karbt•;^.: "l�' _ € {' ,:•„,,;> 'r4 and mesanr? spay?. Al-,s re=Fr to :ham Stud Notching And Boring: � A r r � $; it ma'tufacturars race•mmendatiansfd-pncnenssraca i .' I ° Chimney note: �.; ,:.,,me' :.t :a pr•paratton a. p r "g. tI � , � � +tda licaticn Sea'rcurela. "` g sterile wall [602.6] r,•e,"ti' M ;:'� ��•,� r, a "'" � Bearing ore max. notch 25/° boring 40% P;� �• � , man t. '; � ,:, ,. .� r s u ou o is al wee than th of a window f-r•t: � ,;, � f; p , �t ;.� ,. � .� GrAade'NSCassZ perASTfr1C52Dsnd � I % OK 'f t d d bl Chimney utle sh I not be to e top ny Bonin to 60 � •, compatlbla wltn trio vrindow product � - � studes bored [602.6X ,,,-0.#,«:,,.«b,_ r.,.„ =' ;,' rrc,gr,r«•„t ,dw - andtneflnlsneaixtcriorts}ofthc ] within 15 feet nor less than 2 feet above any part art of the ibis,::yr I,KyI {+•. cv, �� r �''°; ' ° ".�" ` ,"" •'-'« n"" `! � "" :~i°, buildin Us(n rm ro er aealent could resuk in ":; 1 ° 0 S rr •, �' •" �• �..t,,Y°,, a ,.�„�„? `• .:: r}i „ - .:maYr,,,,.a„ 9• 9• P P �= Nonbearing notches OK to 40 /o, boring OK to 60 /° 602.61 :P,I:' .. ,p a,ta�lc a,y ; r x'' .;:;t ;<. �' tet ::,u yt'c1r;t:. i .� R_ sealant failure causing afr and water Infiltration. I [ J d bJ "6 -.-_ Fj -;, • -~ Holes no closer than 5/8in. to face of stud [602.6] roof or builds g -thin 10 feet. .� ' 'n w' t' , t � t �s x 2. Interior and mullion trim: lnstal -rul iu'r tnirrr after 11 ; 1 [ ;:. kriar as cs r , t , �,t , � 't m•.••,,,�.,r,.«. �, in1C'iar. tr'int or t:iisily is tk.,ppliud. j t+'` i / , � '�'; ra::r,:rn is{.a,,: i;' i .-:s `` I 1% / 1 , ta r a' ri:•.ar.:v,•ss•.a ; j `�• k Mrccr ami a., r-S"�'vsld' 3. Fl:]i5C LI1C L�Ull4rtt Sdt�h anC h1l ir. HC'*`Ovt7 Ihi:ri;;1 I ,,r+ 7 , trtt,7tr:r.•.r d C , ' x� ' =;,+arw a• sr Figurtt�:ApplYperirnekrseutantbetrueeiwinrHuw,nd ,3' :.f�,� . �,." �'.;y:c. � ..,-. tabbed vinyl shlapmg black„ .ram each side. Sec .1, ji c^erg 4y t ':. g w� fciu' exterior iinleh 1 O °f s� F, Crlc rcty: ��. '4. �, � E t .. , s -at- -f,. // '�:: f ;�` '' „�•'«„ P,rOTE: Sr,•r.•ust bs ra;:-sc+a',�mst t t�5!befog �, 3 9 ,,r • ." /. ? 7 r / a b) ._.._.-..__-..._,.- c .�., f!itir:o. T'ti a'cf'e-,itilI,hort rntt.hie5:35 .'s,+;y;5?,,, '_ a �, tf, t3 r}r / ,, .5 / ' • ' ` Figura,2:scnNttg eFw Ms,n9tntlDn to iwllding pnpsr apprrcntlons .._�� #'`' ', 1.•� =°., •�! :SM1� Finish work _ t #' CHIMNEY AND FIRE PLACES �. Insiallanaihe 'aye-ata'htisi•rsfla It in "eFpraycimc ' `� All finish work shall tom I with the minimum re uirements set forth b the Residential 6 FI tare,l:$6talh, tMB fnAtarinritm rn Air bwrrlar a ttaM'�ong iMPORTAtJT: Nailing:in I>a rUt ilesiynsri k•:r tree a ncad jeer b of unit artci O•rt:r;;hi:al`ring. Iinait ny ui ► f' ° r s � `• g g pn tireathr-+ rnctfAsh nr. .'y r p� ; p Y q Y Masonry chimneys [R10001] P , hen;1 j�mh Qhcru:1 F:clPnri oriel rn.F- fish nr; '� � 5 pre.++ausl.finstathyil a:JamSs.Sae=i�ur�t��. .IM 3Lap vertical r... AR. F `'j Construction Code of New York State Chapter 7 - Wall Coverings unless otherwise noted. Facto built chimne s R1002 . strirs of self sea!iny Arhesive alash;nG �' 3 ry y [ ]PORTANT: :'Jitiling Fitt iS trot dr_siyna'd lis bC is arrtu t`,e t,nit ar,d out o'rar the-sir Lurie^.t,Fd4ri>r^al; 1. Arply rails ,h ng f n cc epee gaskets:r,as earner of t-�e c ,. „.- �� adoualt,pyluy,.rulU.+itdnr_pC,p:sru'rtivrl'rCsili '^-...� '�;;� t ",, 'r.•eatherprnttf flashing. rtui,a,g lint.Fu'lu•n ir•struuhur•san tsd;;kGl g<,sku'.. q � •,. ' �''� ' Masonry fireplaces [R1 003] 4 cuh;atthv*,wd jarn:iiaiJlln•ro utoilasl•iny bJ lolrl:iaek aprtn.,,Pe firti;rF ter.. u-�louir:ox`.criar.5;:oligurt:l,b. ?. fratinpcap,ser..talreachjinstarlednntheheartjttrc,b �,.Atthejamas.iris"a'.'oder.iitap(y•al'banga`.hthr?jamb ."��`"� ^ ar head jt aasIcg cfLha',vindav,. d e ths:Slitrs u','orlr ;l,L rwIC.i.,O u' Olin a ht ,:a General contractor shall coordinate with owner on all trim work and finishes on existing Facto built fire laces R1004 3 1.Apt;tyre,llug fi'icxlr>7t:•gasketstccachcarn;rctL°'rc q. Ins?aianolhvrlapere,l ,cnos'irc la.;hingtappi+tran:a d uF a p rY P [ ] FILING SET 7!27/15 rillilgfln,Follov,instructionsonbackafg�;rret, head ambofunitandaa'crshca'I*ntg. Ilasting'Ht dripcayshuutduxtur•-;i�rtV3ui;r9'i:.1L•aq':,nJit•-uut7=3r: ?•f,i;Cnn•iruFinsr.,tUn;Jcnr.rse.>h?y`>Sr�-ir,ehetg•tt headJamb should Cxicnd and cOvcr ttashi^rc Of theudndrvcneacrslde ttr_sitr`tcapprprtbc`.ad cf:ha><,'indry;uni:a,sha,t'n.Szaararu,a��na,P µ �` ,,�°" remaining walls, shall be removed by contractor, including, but not limited to paneling, wall Vented gas fireplaces G2434 2 2. Itadrp copse natalrFadyinsrn;ledon theh� d jamh,. i b of 9A.a:Ant tZln+lC1t'fl tY9[:k AiCR4 of tSr,f7 ranr'Al a'Yfl y p.p y, y. �:'a.�; [ ] ENGIN. COMMENTS 3/09/15 Or head jamb r8sinr of the vrnd'?vc do sa rX ,t.7',F p`C'atOusly instwlled at jambs,Ste hg.tnv?, roll al buildm d c'•to:,rid �ih.t/npurin .it:'.•,asrr , - trursonial surtacus of:h•a cap that carne in::cirfat.l � � a er and base, window, door & crown moldin sand trim. all existin walls to remain shall dei,Cratlahpr,'dexipndaty.•tr;f1;$•`f:lthF•.7n�1''fiPPt) F a �. •,F• thC:l}..11Y'rC{,UrgC.:uCttlh^•StGh:";, fri,"aCCJrE,'4'$1o.,,d M, P p g g 1 CD SET 11/03/14 r Y 9' S. Fc'd h•3ad ja^�b a.r batt„r ravel Over t1C head Jamly va It';tr'..a•indC'rr,and st'.�aU`•in�t.S:'c'igutr't�' e:tt?nr yet ti-e as,=r nrP•,•int.sh tr=1a'(Fd h= 3t(FaSt I~ r`` �•• '• -,; be restored to "as new plaster" finish. Work may include but not be limited to #a a and n ttF'rr,ndnvr an aarh gide.Pyo'sura to aprl�d a k-,eArf flee-ting Appl•yr Seam st�l:ar,a rlverth?diagonal cut 3 Lap vertical Stripa of golf ae>?lirtt adhe:,:•.,A tla=.hien 6' f•32i. See figure 12d. Frucetid t:i k`tu "Final ^,,r` �',:,°,_ n`sea".artt a anq tale t•,ark shies at troth vF�•I::al a'1ri it air tierriFr.>.i.gke su'e the tape.I,ap=o'tta tf-.p unit nr ante the unit ar wsin+ end au:aver the air barrier or Installation Procedures stollen �" °•'� "' P horixantal aurfacFs of the:ap the;eerie it cciniact res nti. T!epe arks tr any Sraam4 ani fasteners d # RevISIOnS Date bui,tiir•• t,trete.t+�a�c:s^ rIlCi.l3altlrt"Icad'wn,blo � ;�,� °�' spackle repairs, existing gypsum wallboard removal and replacement, and new gypsum yt•ith the t1'indn,�',and shea!h,ng.Sea figJre 1:a. d ri=.;tlyrahovF'ha u'1it.5PefI•r,.,ra 1?a.Prar.P=dtathP s1 `" 1 "�.:,, ;;ruYna �-s^z gam-"xt fillerv,hmfash,nn•r..nldhraa%rntathPPxfPricr.See `` 7e,K wallboard cladding over existing walls. All new and existing walls shall be taped speckled Seal: ., .�Fl� "Final Sealing Procedures'sFrtian. tiyure 1217. �` , , '°r �'.t• �;J f�'�cfr°`k.. Figure l3:Pmrovinq uhippinq bloci.a prepped and ready for new paint and/ or ceramic tile finishes. */Pi ,Y �:�a,.F _ Floor finishes throughout entire area of work including but not limited to carpet and ceramic ' /� "Kt Y * tile to be removed. New floor finishes to be selected b owner. Coordinate : r���'. J y t responsibilities of �'�a y$ furnishment and installment with owner. All finishes in bathrooms and powder room shall be selected by owner. Coordinate responsibilities of furnishment and installment with owner. NOTICE:These drawings are instruments of service Glass in exit doors, shower doors and enclosures and bathtub doors and enclosures shall and are the property of the Architect;and they are available only for review and use in accordance with this comply with Sec.308.4 of the New York State building code. Notice.The designs shown and described herein, including all technical drawings and details thereof,are proprietary and cannot be copied,duplicated or otherwise commercially exploited,in whole or part, Railings and hand rails both interior and exterior shall be designed to resist a lateral impact without the expressed written permission of the Architect.All rights reserved.It is a violation of the law at the top equivalent to a minimum linear load of 50 pounds per foot forany person,unless acting underthe direction of a licensed architect,to alter an item in any way. Copyright PAUL PELLICANI, R.A. Plywood subfloor for V.C.T., tile or carpet finish shall be installed as per a.p.a. plywood commercial/ industrial guide. Title: Double insulating glass at all exterior glass areas and tempered glass in all sliding glass D ETAI LS & doors and windows less than 18" above floor. NOTES Paint all surfaces of ferrous metals including hollow metal doors, frames, electric panels, lintels, trim, etc. with primer and two coats of an alkys enamel, low sheen in color as selected by owner. Scale Drawn by Author Checked by Checker App. # Approver Job # Drawing # Number Project - � 2x202 W " dow Schedule Proposed Elevation Key Note Legend • arciiiieci a Rough Opening Head 1. Exterior Wall finish: New E.I.F.S and brink on Type Mark Count Width Height Height Tyvek house wrap on 5/8" exterior plywood on 2x6 " @16" wd stud wall w/ high density R-15 Batt Insul.- L I ■■ Remove All exist. siding throughout & replace w/ . r- 1 1 11 IIr - 0" 5' - 011 6' - 811 new. See Section. .� C7 2 8 lit' - 0" 4' - 0" _ 2.Typical shingle roofing note: Architectural shingle 3 3 0;' - 01, 6' _ 0" 6' _ 8" Ft• d ° - Landmark 30 series as byCertain-teed or equal Paul Pellicani 4 8 �' - 6" 6' - 0" 6' - 8" (color: by owner) on 15# felt on 5/8" CDX sheath on AIA NCARB LEED AP 5 5 II - 0" 4' - 0" 6' - 8'I RR w/ min R-30 insul @ clg.joists - Provide ridge & 1100 Avalon Square, Suite 1209 7 3 c' , 0" 4' _ O" 6' - 8" `IM - soffit venting, ice shields min 36" in from perimeter Glen Cove, NY 11542 8 4 'r' - 0" 1' - 4" 8' - 8" wall, alum gutters and leaders. Provide all flashings as re 'd typical. See wall section Fax - (516) 609-3411 Rg Phone - (516) 609-3410 10 1 Ili' - 0" 3' - 6" 5' - 6" q Yp 18 1 �n' - 0" 2' - 6" 5' - 6" 3- See elevation for approx. size of Tuscan style www architectsloft.corn ' '•'•'•'•' ' ' ' ' i---i _ Roof load bearing column. .4■iii.momm■rrru�■■moron emrM■E�■tn•4■urn■10■1■nrl•oms•N■In.••uNOm■ar■woh. - -ii--- d■■{Vn■m1■ml■ mm mommoOlrr�■m n••••i01■r■rEN■ nOI■ni•1■INrE•••••1■n■NI••••••Ir. ----- - - - 58 - 5 1/2 .■■■1■.iiil■1■omm NEI■n■EI■r■N■1■111■E1■a■mom m■n■O1■In■1■n■ON■1■■■I■n■EI■I■r■I■1Nr umm. iiiiii r " • ■_-_-n im, v 'iliml" rA LIEPSII*NANO*NBI1*'RJR� IIPLIBR NALI.NIME PJNI!'JI9MIRMLIMMI*!Skr wa �al� 3'-0" dial I■ii■-Iii.� :::Iii■ ■-aTei inilli1■f■.■1■iesa ■■EN ami■■■1\n■■■1■1.■■1■1.■.umum 1■1■■■m■.■I■1■■■m■■.m■■■1■I■■I■1■1■.■I■1■■■1■1■■■m■■■1■mm■■.1■1■r■I■1■in. 4. 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S -7 1 �N I r ■ N ■ r r I ■1 �n�N����r�,■ !to���Nn�� �!■ ■�` 1 ■�RII ■ t ■ E1 i`■ i��■ CO r ■ �1 r r1`I� r ; INrN� I�r■�r;N■n�X1.1 ■■1■rn■1■rr■O-rnON■1 ■■N.r ■ I■t ■ 1■r ■E■rnO1■mE.r ■OI■tO■OI■r►•�� _- - ' 46' 6" 2' - 6n II ' - $1/ „ aIuInm'■,N,os I . i�. , � 'MDCI•1■1■ri •LMEIZ 1�11Ni"il ilr'i1■1■r■1■0'•l■ i•CTI ■E■ M rgingI I��1 N■�,T'■I■■ ■I■N ELS ■1■NI■■1■n 1■n■■1�,�■■1�t�■I ■INT■ 1■m■1■n I ■r■m■m■1■ i. .•._•,- - Ia 30 X 80 •�■■■N■I��IN■NI■1■r■I■INN■I■rN■■1■r■N■I■tN■EI■rN■■1■r■r I■1■r■1■I■■■I■rN■EI■IN■EI■I■N■ 1■r■1■I■r■I■rN■■1■t■NEN■INrE1■INrNI■IN■E■r■ri■IN,■■I i 1�'-1�'---■INI■I■r■1■I■11■II ■■■1■ ■■1■iN■■I■nr■I■nr■1■I�■■m■r■■■I■I�■11■I■■■1■i■■■1■I�r■I■I■■■I.I�N■I■rn■1■I�iE r■■■1■r■r■1■I�� . 1 I ■ rIr N ■I■■ EIrIN..1■rN•..IrIN•..I■11■NIrI■INN■1■I■rout■r0m■INNEI■IN■O1■rNNO1■INNN1■INNE1■IN■NI■1■■O1■INNEI■IN■■I■IN■OI■IN■NI■IIrNm■rN■OI■1■r■1■INS=_: Southold N Y 11939 8 2' - 8" ' - 8" 32" x80" ■ • II, - - - - ■ _ MI - Ceiling gi- 1 n - " 9 280" - - - 24 x � III - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " t r, tr Structural _ - - - fl Engineer: - - _ 8 • - In x 80 • - - 0 110..._111,1,, s ,„7„,.. iiii1 " s11que - -8 30 - x 80 - - - - - - II1, „ - - -_ - - _ _ - - _ Katia Du4 - - - - 12 0 848 x8 - _ - - - - In WalnutRd 11 11 - - 13 4 0 48 x 80 __-__111 III I-\7 , iiiiii■ a-ii ! -1 - - ._____ iiiiiiiiiiiiit��I:■ iiiii-ii--i- i ------ -- _____ _ - ,� I .� Glen Cove, NY 11542 !III 1.►M.-■M-------- -------= ■-------------------■•Ii------------------------------- ■ ___I :. ���■ 14 2' - 0" ' - 8" 24" x 80" == =-== =IIMIIMIIIMIIIIIMIIIMIIIIIII- ----- --------------------"-■------- ------ oo 1----1 -- •---- - ..-.3---■ - Upper Level Phone - (516) 676-1246 1 1 -i-i-iiil iiiii- --i-i-i--ii,ss■-iiiii---iiiii-iiiiiiiiiiiiiii- , , lii, ■ ■•____. I H Q - -- iiii■m---iiiiii--iiiiiii.m_i---_i_---i--ii--i-ii-_iii-i_-_ii-iii ail�•� 1♦. �����■ 15 21 - 1 _ Q" 32" X 00" iiiG�_ �r-��iiiG��i CiiiOiT-i-_ii-��ii7f�� -iir�iiOi��ir-��iiiCiiiiii O O =------------ 1-------- iiiii----------- ---■-I-------------------------------- ■--..e-I i . -----■ 38' - 6" ISI I---I--------- --------" 111•1•----- - -------_-- "-■-------------- ----iiii -iiiii- °D i---■.:�1 ----- ■■-i■=i--ii-i� Iii--i -■ ■i--iiiii-ii---i-i--._I�-i---iiiii-iiiiiiii-iii-iii--I =SIM iM�� ■ l," I---I--------■ Al" 6' - 01, ., - 8" I x 80 ---■--------- ��i.] ==== = ==== = = ========�=========-='■== 1� MINE=■ !III ��-������-�■ ';©-I .-.... I.©-�''�. �-�����������__._ �-�����������������-����-����� -. ����� III Iii_i1--_-iiiii■ --__..._ - __ -_-_i-_ _r �iiiiiiiii-i---i-iii,=■--i�iiiiiiii----iiiii-iiiii-iiiii,f• i1 NM 17 6' - o" 8 72 x 80 lii■�liiiiiii ■ ■ iiii i-.---- -•---- -■ n 1 - ,1 n �--iii-ii-■ ■iil�iil�i ---- -- - ,�--il !III -i■iiiiiiii I-iii-i-� I�� li_i_i1ii_i_i_i_i_i_i■ Miii-_-_-_-I 18 2' - 8" 8" 32" x 80'" , iiii ------ I-------- -■ � MIME --------------------■-----------------------------------"�---I--:---ilii III I ■-------------------.-I•i-------------iiiii-_iiiii---iii_.--il•-.I---_._1-__■ Oid--ii--- ■ -i-iiiii' 1 iii-iiiii-iii--iii-I•I�■ii-----i-i---ilii---iiiii --ii-,�-i-1--■--i-i��== Main Level _ ■iiii- --ii-i -_i_I.--_- - __-i-iiiiiiiii--i---��i- --. ..--i�-Ji iei1 19 2' - 8" -Ill' 8" 32" x 80" - - ---■---iii--- -------- _ _ rlii�li■■-iiiii■■-_ - iii=i ii i-i-�� -�--=ice i�i�ii��--- r1- -_iiia ---■------ __. - ----- ■------ --- - --- ■l. 3 6 1111 O 80" lii�,i-ii-ii-■ � iiiil 20 2' - 8" III' - 8" 32" x ■i ■■i_i_ __i_i_� li_i_i_i_ii ■ III �i■�ii-Ilii�■ �iiii� ■- ■.•iii■�-iii ����■ - - I Al1 " 21 2' - 8" nl' - 8" 32" x 80" - __ ------ iiiii 1 I III I I I I I I--1 I u- I i I l I Grade 33 22 2' - s" !III, - 8" 32" x80" - - - _ IIp I Civil Engineer: 23 2' - 10° ini' - 8" 34" x 80" _ I I I I 24 2' - 10" i'4' - 8" 34" x 80" _ 1 1 1 , , , 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I , , , 1 1II III 1111 A I I I 1 1 1 1 1 , 1 1 1 1 1 I I I I I 1 1 1 1 1 11 1 1 I I I I I 25 8' - 0" ni' - 0" 96" x96" 26 8' - 0" �' - 0" 96" x 96" 2 South Proposed 27 4' - 0" II' - 8" 48" x 80" t`J 1/4" = 1'-0" e: 28 4' - 0" 10 '' - 8" 48" x80" Landsca 29 3' - 0" .' - 8" 36" x 80" p 31 3 -17Z- 4 Interiors: Framing Notes: 1. Framing contractor is responsible to V.I.F. all dimensions prior to framing - notify G.C., �■■■■■■ owner and architect of any discrepancies Key Plan: I ' I ' I ' I1 ` 1 ' 1I Roof immediately. �1■In■ BI W I 'OI■INrNm ■■u'����m�I�mraml'�' .'Am�.. A�rnl:.�l'�I'AMI - - - - - - - - - - - 1 wHIMl��lal■1�r�I■Iv ::m'; Earl---.�1II�r■ I 1111 I m■. ■�' II. 58' - 5 1/2"INr■1■IN■■I■I■■■I■1■rEN■IN■NI■IN■NI■IN■NI■1■■■I■IN■EI■IN■■I■IN.. ■. .■� ■-----■-----■-•---•-----■-----■-----■-•-==■2.1=-•1, !■_■1•: .1.-.inn.:F■_._; Proposed Elevation Key Note Legend architects itects Widow Schedule 1. Exterior Wall finish: New E.I.F.S and brink on Rough Opening Head Tyvek house wrap on 5/8" exterior plywood on 2x6 Type Mark Count ' Width Height Height @16" wd stud wall w/ high density R-15 Batt Insul.- ,_,-....../ I Remove All exist. siding throughout & replace w/ r- 1 11 3' - 0" 5' - 0" 6' - 8" new. See Section. `. . C) 2 8 3' - 0" 4' - 0" . 2.Typical shingle roofing note: Architectural shingle 3 3 ' - 0" 6' - 0" 6' - 8" 3--- 4.--- 3 - Landmark 30 series as by Certain-teed or equal Paul Pellican• 4 8 I2' - 6" 6' - 0" 6' - 8" 3-a302) 3-a30 3-a303 (color: by owner) on 15#felt on 5/8" CDX sheath on AIA I NCARB I LEED AP 5 5 '' - 0" 4' - 0" 6' - 8" RR w/ min R-30 insul @ clg.joists - Provide ridge & 1100 Avalon Square, Suite 1209 7 3 13' - 0" 4' - 0" 6' - 8" soffit venting, ice shields min 36" in from perimeter Glen Cove, NY 11542 wall, alum gutters and leaders. Provide all flashings Phone - (516) 609-3410 8 4 ' - 0" 1' - 4" 8' = 8" as req'd typical. See wall section Fax - (516) 60 - 10 1 5' - 0" 3' - 6" 5' 6" ,;t:,;PrA,* 9 3411 18 1 5' - 0" 2' - 6" 5' - 6" 1' - 8" 10' 10" 1' - 8" 3. See elevation for approx. size of Tuscan style VVWW.architectsloft.com • load bearing column. , MINIUM 1 • - - ■�e n ��- - ' - Roof 1 4. Prop. 3'-0" x 61-8" new full light front entry door as .daIL'�IQYIIL'�I�1r. _ ■� MUM=10101 - - 58 51/2 `�' ..■1■n.■11.1..■l■1■...-mo.r ■ Om n 1 ■I I 1■,n1 11■n111111.■■AIME11.1n■IIi111i•1�1111:�I11I111•11rni■-lir iElill■in111.:.11111MMIII.:■MIIMr■■i■.11.::11..::.11: 1-;- • by Therms-Tru ore equal (Style b owner ---' . - �-� 1 1 1 1 1 ■ ■I1.■ ■1\ q ( Y Y ) ism■1■n.■1■a■m1■l..n■m■■I■■■1■1■.■1■1■■■1■I■,■1■1■IIMIMI■■1■n.■1■1■■■1■I■■■1■1■■■1■1■■■1■I■MMIU■1■1■r■I -- TSIK j--_muMEMI,■1■1■■■II■1■ 111■1■r■1■n.■I■1■,■1■I■■■I■1■■■1■1■■■1■I■■■1■IIIMMI■,■1■1■■■1■1■,■I■1■■■1■/■■■In. Skuludis 1 ..i■1■m■anu mn■■mil ■■I■I■■■1■1■■■1■I■■■1■I■■■1■/■,■1■I■r■1■I■,■1■111=1■1■r■1■11MIIII■.■1■I■r■I■I■■■1■I■■■1■Inn rte . 1 ■1. `■ ■II ■ ■IIIIIM1■I■r■1■I■■■1■I■,■1■I■■■UM111■1■■■1■I■,■1■I■■■1■1■■■I■I■.■1■1■■■IIIIIM1■I■■■1■.. 1'-0" .11.n,■1■/■■■1■n■■1■m■1■nvom■I■n,■1■In■1■n■■nomm■n,■1■nmmini ■1■mumul.■I■m■I■m■1■n mmum■I■I■u■1■mr mmi�■■ ���ummi �■■■I��Ir■1■n,■1■n■■1■rn■1■r■■■1■ summi■■1■nr■I■I■■■1■In■1■I■■■1■n■■1■In■1■I■■■1■n■■1■.. 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Door l Amon 1■■■I■n■■1■1■nminu■1■m■1■n.■1■n..�mmia■I■I■■■I■1■■■I■1■,■1■I■r■1■I■■■1■1■■■nnum1■I■.■1■I■■■1■I■.■1■1■■■1■1■■■1■Ir. .1■1■.■1■1■■■1■I■.■1■1■■n►Irl■I■■■Iir1■■■1■11■■■I■1■.■1■I■■■1■I■.■1■I■■■unim 1■1■ammi.■I■1■■■1■I■■■1■/■.■1■m ■I■.■■I■.■ bini I■I■.■I. Residence1 9" .mm■1■n■■I■m■mml■anim umuu■1■nrommu ■1■nr■1■n■■1■m■1■In■1■m■1■n■■1■n.■1■1■■■mumu■I■■■Iumw Innunwo .■1■nr■I■m■1■I■■■1■m■1\�1■1■n■m■n.ni m■1■ um m■1■m■I■um n.■■nn■n,■■n. I . 1 ■ 1 i I ••■I■m■I■m■1. b I 1 I ■1■■ ■I■. ■1■■ ■1■■ ■1■n..1■■■11.1n■1■In■1.. Number � t .n■■1■I■.■1■I■.■1■n.■1■11■•■1■1■■m1■■■1■I■■■1■I■..�■1■1■.■1■r■■■1■r■■■1■I■r■I■I■.■1■1■.■1■I■■■1■I■■■1■r■■■1■1■■■I■1■■■1■I■.■1■I■■���■■�n■■1■nl■■1■n■■1■nl■■1\•■1■I■■■1■r■.■1■1■r■1■I■.■I■1■■■1■I■.■I■111■■1■1■■■1■1■■■1■I■.■I■I■.■1■I■.nl■1■r■■1■.■■1■■■1. Width Height Door Size Comments ..mn■mm■I■a.ma ■m■1■m■1■mn■m■ nidi a■1■.■I■n■.1■1■■■1■1■.■1■m■1■m■1■1■.■1■1■r■1■I■,■1■n■■I■m■I■I■1!IMIMIIrmm■1■m■1■n.■I■I■r■I■n.■Ir:•■Inln■1■1■■■1■I■r■1■m■1■m■1■I■,■1■11■m111■.■1■m■1■I■■■1■m■1■In■■m:■m:■ffitre■I■.■11.1■■■I■In■1. II■.■1■1■■■1■1■■mn■■1■/• ammu■1■ummli nmaili ■1■mISI■1■■■1■1■■■1■I■■■1■1■.■1■1■■■1■1■.■I■I■■■I■1■.■1■1■■■1■1■■■1■fl■■1■1■461011■■■1■1■.n■n.■I■1■.■1■1■■n■n■■Ir.■1■1■.■1■11■.■1■I■,■1■1■■■I■M111■1■■■ii■1■■■1■I■.■1■1■,■I■I■■■1■I■r■1■Inil■1■umin i.'•1■1■■■1■gnum I■r■I■1■.■I►. ..■1.1 aimun■1■n.mm■1■iAlnrnn r■1■m■ m■uimnw nm��■n■■1■nnl■n■n■m■1■n,■I■m■1■n■■1■n.■1■n,■1■n■■�n,■IMIIIM 1■mmn.■1■m■1■n■■1■n■■1■n■■1■:lln■m■1■mn■rn■1■I■.■I■n.■1■n■■1■n.■1■nr■1■n■■I■m■1■m■1■n.■1■nr■■rr•�r■I■n■■1■n■■I■n■■1■m■I „ ./n■■1■I■rn1■n.■111■■■I■1■■■1■In■■1■1■■■1■n■ MIMINI.■1■n'er11I■■■1■1■■■1■I■r■1■I■■■1■I■.■1■I■.■1■1■■■1■r■■■1■I■.■I■1■■■I■IMIMM■.■U1■rmn■■1■1■r■1■1■■■1■n1■■1■I■■■1■llI■1■.■1■I■■■I■1■■■1■I■.■1■I■.■I■IIIIMM■r■■■1■I■■■I■IIMMI■■■1■I■.■■1■■■■INvil■1■■■I■I■■■omme■mainI■r■1\. 1 0 .,■1■m■1■m■1■n.■1■n.■1■n■mm,■1■n■■1■1■.■roman unrid n►�I■In■1■m■1■1■■■1■I■■■I■In■1■1■■■IIIn■I■n■■1■1■■■INIU ��mMIIIII. . m�lr!a■■Irm■animINn■■11■■AIIII■■■1■IO■1■1■■■1■m■1■1■■ In■■1■nr■■1■■■■n■■■r■■■■I : I : ,•'•■•■1■ommiml■I■■■1■I■.■1■m■In.. r n 3' " " " Aran■1■n.■1■m■1■m■odim■n■■1■m■1■m■1■m■■m■■Ir• ,mmea■1■ommin■11.1■amino 1■I■■■■I■■■1■/■.■1■n■■1■m■ani Pail■■■.-:■■--i■■- ■ ■ :■ :. .. -��■II■.■■1■.■ 1 ■ I ■ I ' 1 1 I 1 ■ ■1■ ■ ■1■�1■In■11.1■,■1■I■.■1■1■.■I■1■■■11.1■.■1■.. 1 2 - 6 - $ 30 X $0 -.1■1■n.■minun 1■■■■n■■I■a. ml n. a m nm■r' �a■■I■a■igno■■1■1■■■1■1■■■1■1■n■I■1■■■1■1■.■1■1■.■1■1■■■1■I■ gemnu i ■ ��■ -r-■ •■�■i•�l�■:■ul-�� 1 1 �■m v1■ ■ ■1■ I■1■■■1■1■,■1■1■■■1■1■■■1■I■,■1■I■,■I■oulu■ enun11.1■.■1■nr■I■1■■■11.1■■■1■I■.■1■h. A■n■■mmunu ■1■■■1■ai■1■a,■1■n onmi a a� nim 1111'■1■1.1■r■1■nr�,■1■■■1■1■.■I■negi 1■.■1■1■.■I■1■,■1■n■■1■I■.■I■1■ •-I�Ir /111111 n�I�Ir r■� �■�I 1■��I�Ir� 1► Vm`I`1■ �I■ .1■1■�••mmom■.■11.1■■■1I■■nl■I■.■1■1■,nl■1■.■imine mismi■1■1■.■„....■I■r■1■uuns 1■n■I■.. r 11 , 1, " " ..■■1■a,■1■n■■1■In.■1■a■■1■a.■1■mmn m■1■n simmo■In ummu • umo ma■►� 1■m■1■1■■■11.1■,■1■I■■■1■In■1■1■,■1■1■11!1■1 1 ■1■■ ■1■■•■1■ ■•■1■111.■1■I■■■1■I■■■1■1■■■I■1■.■1■1■n■1■1■i1■.■1■1■.■1■1■.■1■I■■■1■1■.■1■1■n■1■1■,■1■1■■■1■� Proposed Single 2 2 - 0 16 - 8 24 x 80 .mn■■1■n..■.■11.m.. , " ..� --_n■1■n.■1■n.■I■n■■1■nnuu■■■1■u.■l■n■■1■I■.■1■n■■1■rmir■11.11..■11.In■1■r■■■11.x■■1■n■■l■Im1■n.■I■n■■1■■. 9" ..i Inn 1■a�,l1.n1m1■,m1■■IM I1■I 1,-0„a.mn.mamm�i■■ml■.■1■1►usum,1-0 l B•11 i1r•nlm•11.iliniil�ii ilii architect's T-„r-r- ,:,,-- p:/j%-iii �%iiii�i�r � ric ["" n VI ti i - -c,,v H 4y { = — Upper Ceiling Upper Ceiling — Upper Ceiling _ U•aper Ceiling gu 0:11no 11 �� ( o ! _ j_ 46' - 6" 46' - 6" 46' - 6" 46' - 6" J Paul Pellicani ! 1 _Ceiling g-, r I Ceiling , _Ceilin \ — — , — Ceiling eL AIA I NCARB LEED AP �� � _ 77:,>i:--- � `, 44 - 6 � 44' - 6 44' - 6 44 - 6 1100 Avalon Square, Suite 1209 GAF len Cove, NY 11542 4' - 11112" 3' - 3" 3' - 11/2" !Pill . I Phone - (516) 609-3410 mil 7,1 1:, I I `� �' [ Fax - (516) 609-3411 :I': 22MasterBath-a :-Illi s t �' �� I �.architectsloft.com I 5 3-a305 . Upper Level I i `w DU � _ Upper Level — Upper Level _ Upper Level 1 . 38 - 6 ! I IF 38 - 6 38 - 6 f 0 38 6 �— Master Bath c4 m g 7:2-= S k u I u d l s g , I ,-- --._ 1�II Master Bath - a Master Bath - b Master Bath - c O Master Bath - d IResidence / - 2 1/4" = 1'-0" 3 1/4" = 1'-0" 4 1/4" = 1-0" 5 1/4" = 1'-0" moo / I - -(-; ,- ,- - - - - �� ----_______________ 1 Proposed Single ��1 IjJ2_ -- Family Dwelling ,�i f I �I I. I \ J �l -. ,» '�// i�%/�'/%f////i'/fi/��/iril %/jam//� Jf 625 Cedar Dr. Southold, NY 11939 n Callout of ain Level Proposed --J 1/2" = l'-0 Structural Engineer: Katia Duque I 77 Walnut Rd I I / I Glen Cove, NY 11542 1 Phone - (516) 676-1246 L_ ol I _/� I I 0 o — Upper Ceiling — U.per Ceiling — Upper Ceiling — Upper Ceiling 86athroom 1 -b �� I t ' 46' - 6" 46' - 6" 46' - 6" 46' - 6" 7 3-a30, g, iv — — _ — Ceiling _ — Ceilin — _ — — Ceilin — Ceiling 44 - 6 44 - 6 44 - 6 � � g Bathroom 1 -d10 o d• 1 01 Civil Engineer. / \m i3 4.,1, [71 _ (1. 1 11..IL 1 1 5' - 0" 11,11 i1 T ,_ dim Upper Level — Upper Level • — Upper Level ' I — [D Upper Level ! — 38' - 6" 38' - 6" 38' - 6" —� M- 38' - 6" _ --,,, Landscape: 0 7 Bathroom 1 - a Bathroom 1 - b 9 Bathroom 1 - c 10 Bathroom 1 -d 1/4" = 1' 0" 1/4" = 1' 0" 1/4" = 1'-0" Callout (2) of Main Level Proposed � 1/2" = 1'-0' Interiors: - Key Plan: ,d 'I ro L i - Upper Ceilin — Upper Ceilin U.•er Ceilin H — U.per Ceilin ,p . , 0 ' 46' - 6" 46' - 6" A7 46' - 6" 46' - 6" jig' / 0 ' 4 Ceilin Ceilin Ceiling — I Ceilin N K_ — — — — 44' - 6" — ��I — 44' - 6" — I r—t — 44' - 6" — — _� � - I 44 6 .1h 0 15Bathroom 2-d 'AP I o w _ m ,12 cD 14 ' 3-a305 I to 1 NIIIIIPPr N 1 10 Bath .om 2-b13 I E°o \U < ' 9 i ` > 11, DO 1 ;�� • 9 II \ - Upper Level Upper Level Upper Level Ii} 8 I I @ Upper Level L — / pp — — pp — — pp — 5' - 0" °° o= 1 M/ 38' - 6" I — W 38' - 6" } 38' - 6" } 38' - 6" • 7 I ,� 6 2' - 8" I 2' - 4„ 1 _2--- � 5 ,I' I _I-'' i/ _.%- 4 7, 12 Bathroom 2 - a 13 Bathroom 2 - b ,(-i-4 Bathroom 2 - c 15 Bathroom 2 -d 3 FILING SET 7/27/15 �� 1/4" = 1'-0" O 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 2 ENGIN. COMMENTS 3/09/15 11 1 CD SET 11/03/14 liii , :� # Revions Date 7 Seal: --....,,,rr�� ,_. * i / < < (-> 11 Callout (3) of Main Level Proposed ,, .. 1/2" = 1'-Q" NOTICE:These drawings are instruments of service and are the property of the Architect;and they are available only for review and use in accordance with this r Notice.The designs shown and described herein, ///j j including all technical drawings and details thereof,are r proprietary and cannot be copied,duplicated or otherwise commercially exploited,in whole or part, U•U.•er Ceilin U••er Ceilin Upper Ceilin without the expressed written permission of the i Upper Ceilin — — _ — g `� — pp pp �7 Architect.All rights reserved.It is a violation of the law 46 - 6 46' - 6" 46' - 6" 46' - 6" for any person,unless acting under the direction of a 3' r 7 1/2" licensed architect,to alter an item in any way. Ceilin Ceilin Ceiling _ _ Ceiling �1 Copyright PAUL PELLICANI,R.A. 1. — — — , - — — 44' - 6" — — 44' - 6" 44' - 6" 18Powder-b 6 Title: 3-a305 ✓ 19_CV _ INTERIOR 0 Pow der d2i j` 7 I -. , , grp' I ELEVATIONS sU I�Illllll Upper Leve --r U er Level — Upper Level �' UU - er Level ` -- " 38' - 6" 38' - 6" I � 38' - 6" "' 38' - 6" I I I I ' 1 o I ! ` ` -, 17 Powder - a 18 Powder- b 19 Powder - c 20 Poweder- d Scale As indicated i'�/%� 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1-0" 1/4" = 1'-0" Drawn by Author /7 / / 7 / 7 /; Checked by Checker 16 Callout (41of Main Level Proposed App. # Approver 1/2" = 1 -0" Job # Drawing # Project Number 3-a305 architect's ,, , _ ._ . . , _ _ _,. ._ _ . _ ._ .. , „ _ _ __ _ . . Flo zo __ __ .„.., , i ,, lir i ,_ 1-1--.I _ 1 n 11111 REF_ REF. I N Paul Pellicani i.uiiIIIE — _ , AIA I NCARB I LEED AP 1111 = : • 1100 Avalon Square, Suite 1209 i : Glen Cove, NY 11542 Phone 516 609-3410 id ii NM .,-., Ceiling _ Cei{in ( ) , _ , _ ,,,__. , ._ , : _ , ,, , _. . _. - — — — — 44' - 6" 44' - 6" ' Fax - (516) 609-3411 vill!6 , www.arch itectsloft.com :._ii. I cf_j _ . : - _, -. - , _.. _,- _ - , - , _ ., _ - _ N IO. 10 0 1M i / / — ___.} _40_ - • — 10 / / / `. �� / Skuluais • Upper Level—/ MI _ T _ _ -- _-- y _ _ _ kil �+� L Upper Level / I V: 'en Eli < .T---- -- - : .• I - 11 - fl 11 - - y 11 - II -H Residence = _ - _ - = " - .� II • L ► Main Level _ - r� 'I Main_Level 116-1111111- MI IM _ _ ;• . 34' - 6" �� ' 1 34' - 6" `\-- , Proposed Single r Famil Dwellin Kitchen - a n Kitchen b . 1 . _, _— MI III - _. . _ O 1/4" = 1'-0" 0 1/4" = 1 -0 ' 2' - 11 1/2" 4 1/2" d- 6' - 4" MN 4' - 2" . I'8"I _ - : - 625 Cedar Dr. S I _ !J , . _ _ Southold, NY 11939 �� I I 3_a306 , Lto ..... .--, 0 11 , E1 1: .• _:- l ':, :: - '-:- "-:- -:.............H: '_-.: .L__ ___ _ __, =iim - _ r i�--- Structural Engineer: iii Katia Duque 77 Walnut Rd _ i --a-- - ig_ Glen Cove, NY 11542 oo Phone - (516) 676-1246 � • Ceiling 1 Ceilin 11111111 o 0 MI1 gill= 44 6 44 - 6=MI6111E : o all" s �m -II _ — -_ --- I I— aI� T —� / i i i / i I Mill IIEI MI= _...E - . , , , , , , , , , . ,, ,, , • I I 1 01 I \QJ D I b1 Il II II 'oO Upper Level - - - - Upper Level _ _ _ - -_ j D 38' - 6" rI - - - 38' - 6" ' _ 1 �' oo - Civil Engineer: I — nen I e e �I e II e III — II — II _ Il _ h I — II e tisk 1�a I' I � II miii....,: INMEIMI �V � � � � V � � � II � � �I-Y � �. �� 1. � �� � . ' ''•�0 i . < � < . , > ' >< >}� -TT' < ',Ell INN , _ J , Main Level _ - Main Level , II 11.11111111111111 111111OR rill �) Landscape: -Ma & M1111111111111.111111111, Kitche --- °' LTJ 1/4" =11-0" 1/4" =1 -0" II\\ 6' - 8' 41/2" Ell00 • - - MI111- ,- ME 111. MEE El= . ilii —; - Interiors: gag INI I Il I I I _ EMI OVEN I _ " : 0 , , p !11� I _ ± IIIIII— '- i� - ' — / 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 1 I I I 1 I 1 I 1 I 1 I 1 I 1 I I I 1 1 1 1 1 -------------- Key Plan: • 0 1 Callout (5) of Main.�Level Proposed 1/2" 1-0" 10 9 8 7 6 / !: 5 _ '' ` -N / 4 �— 1 • - 3 FILING SET 7/27/15 — T___________ �-- \�'� I • 2 ENGIN. COMMENTS 3/09/15 �1� , Y 1 CD SET 11/03/14 `�„� � � ! A / / / ! � _ i� # Revisions Date .. /� lie-sTAII, I1 I' ``_-------------------- / 1-7----,_ - j 4 : -. Seal:11 jk \ \ \ \ rif i / \ ,, , , , , _ 2 \-- /- _ _ • \ / :, • + l I { >i I $4�,Z•1r00 C �''ft 7.(t'' s'-. , lif -c-A o'i\ r . .. c. 7 .' - -: :..- :. \ ".**,_,. ..,,__..,..,____N,__ ' ___ ._. ,_____:,,_ ___.-/ -*.'- “`4 i 't e=. .'r yl, ''14 \ / t.,,,\ _ -=:.------ :: -H -- ,----- \.,, , _ _ _ L NOTICE:These drawings are instruments of service : t I and are the property of the Architect and they are -'T _ i available only for review and use in accordance with this f '-'' : --I-- Notice.The designs shown and described herein, .� f —�, including all technical drawings and details thereof,are I �I� IL_ — proprietary and cannot be copied,duplicated or \ \ otherwise commercially exploited,in whole or part, _ _ . - without the expressed written permission of the Architect.All rights reserved.It is a violation of the law r -- /-1 : —, ^, / a A , �`r i i ' for any person,unless acting under the direction of a FIREPLACE DETAIL v' n S �'' _ " _ I : _ i tem licensed architect,to alter an in anyway. Copyright PAUL PELLICANI,temR.A. _ -_,-. - - Title: 6 FRIEPLACE DETL IL ® ARCH DETAILOG ST1/AI R DETAIL INTERIOR H 3/4" = 1 0 7 1/2" = 8 " _ ELEVATIONS & DETAILS Scale As indicated Drawn by Author Checked by Checker App. # Approver Job # Drawing # Project Number 3-a306 r i 1 I architect... L.,,, s r i U ' ' r / \ LVL GIRSER - SEE PLAN Paul Pellicani / _. 2X4 STUD BLOCKING AIA 1 NCARB I LEED AP T , / 5" CROWN MOLDING --= 5/8" GYPSUM 1100 Avalon Square, Suite 1209 2X4 STUD BLOCKING Glen Cove, NY 11542 '_ Phone - (516) 609-3410 �\ �____ — SOLID BLOCKING 5" CROWN MOLDING 2X4 WD BLOCKING Fax - (516) 609-3411 5/8" GYPSUM—.... .,.....4-- . %�' �___ _ HEADER - SEE PLAN 4" TRIM WVVW.architectslOft.COm r _. 5/8 AZEK-ROUTED EDGE 7, _ 5/8"AZEK-ROUTED EDGE■■■■�■I % _-- 5/8 GYPSUM■■I■�■■■I 4TRIMAV 5!8 AZEK-ROUTED EDGE DECORATIVE COLUMN SkUIUdIS ' Li\iiit--,. - ) DECORATIVE COLUMN I 1 \esIde11Ce ,_ ■11111111 C ) DECORATIVE COLUMN ._ cc' '�_ _ Proposed Single Family Dwelling HIMNEY CAP DETAIL . I \ III1 \ 1 625 Cedar Dr. S Southold, NY 11939 CHIMN;IYCAP DETAIL EXTERIOR PATIO VERANDA & DECK BOX HEADER CD INTERIOR GALLERY BOX HEADER 4 INTERIOR GALLERY COLUMN PLAN VIEW 1/2" = -0" 0 N.T.S Structural Engineer: N.T.S N.T.S Katia Duque • 77 Walnut Rd Glen Cove, NY 11542 Phone - (516) 676-1246 / I ' Civil Engineer:A 1 I 04 20 19 VENEER UNIT MASONRY&STONE momminsimisi Brick Veneer fir // I 1-07 27 001 AIR BARRIERS -1 \� • III ! • `I �08 80 001 GLAZING //// III 06 10 00 ROUGH CARPENTRY Iv, illi Sheathing - 'lll 04 20 19 VENEER UNIT MASONRY&STONE `� ::::; 1 # en0610001 UHETRY �Airspace-44A1111111xW �1 ROUGH CARPENTRY Landscape: III /I `�� - 07 21 16 BLANKET INSULATION �%/ �i Block and Shim as Required• I`; 07 27 AIR BARRIERS q 0 I A1 07 90 00 JOINT PROTECTION I 06 10 ROUGH CARPENTRY X/Aii" 1 09 21 16 GYPSUM BOARD ASSEMBLIES �► �' Backer Rod and Sealant,Typ. 1 • 1-09 21 161 GYPSUM BOARD ASSEMBLIES f/ 11 Sheathing All 1 �04 20 191VENEER UNIT MASONRY&STONE / ror 141 > -__ Sill Comer Bead I 06 10 ROUGH CARPENTRYII till 1 - Galy- Brick Tie @ 16"0/C H &V ° ° --_. — S — 06 10 00 ROUGH CARPENTRY • I 2x Wall 04 20 19 VENEER UNIT MASONRY&STONE ° Blocking 07 21 16J BLANKET INSULATION ti/404 's►, i • Mortar Deflection Device e I 03 45 00 PRECAST ARCHITECTURAL CONCRETE '14 06 10 00 ROUGH CARPENTRY a \I / Sill Block Interiors. • 09 21 16]GYPSUM BOARD ASSEMBLIES =1 2x Header ° `" 06 10 00 ROUGH CARPENTRY h! / - --------- 05 12 00 STRUCTURAL STEEL FRAMING P.T.Blocking as Required 117 �06 1Q CA : ; :::: ✓� -,� 09_ _T _� _ Loose Lintel Door Head04ill06 1 00 �� , �' — _ " IT 0 _ _� Brick Vent @ 24 O-C. 04 20 19 VENEER UNIT MASONRY&STONE 06 10 00 ROUGH CARPENTRY �07 90 001 CTION f `Shim as Req'd �� Cont-Around Frame,Typ- Ea. Side Brick Veneer --` - 1-07 90 001 JOINT PROTECTION // 2x6 Wd.Stud Wallj'` �07 62 001 SHEET METAL FLASHING AND TRIM 09 21 16 GYPSUM BOARD ASSEMBLIES I _ \ ` 06 10 00 ROUGH CARPENTRY Cont.Around Frame,Typ. Ea.Side - 08 14 QO WOOD DOORS 04 20 19 VENEER UNIT MASONRY&STONE - 08 4 / 9 h A�hS ace Key Plan: / 1 00 WOOD DOORS �/ P pr f l 07 27 00 AIR BARRIERS Wood Door and Frame Brick Weep @ 24"O.C. } Wood Door and Frame �08 14 001 WOOD DOORS 4 08 71 00 DOOR HARDWARE / ' � '-----� 07 21 16 BLANKET INSULATION Wood Door and Frame Threshold Set in Sealant R-21 Finish Floor [-04 20 191 VENEER UNIT MASONRY&STONE A _ i .° e 4 03 30 00 CAST-IN-PLACE CONCRETE 4'< ° F-07 95 001 EXPANSION CONTROL DOOR M6 DOOR HEAD DETAIL DOOR THRESHOLD WINDOW SILL DETAIL 3„ = 1,-•', 3 = 1 0 3" = 11-0" 3" = 1'-0„ 1 Ili 10 04 20 19 VENEER UNIT MASONRY&STONE 04 20 19 VENEER UNIT MASONRY&STONE 9 Brick Veneer Brick Veneer 1"Airspace AirspaceC) 0 0 ID8 06 10 00 ROUGH CARPENTRY 06 10 00 ROUGH CARPENTRY 7 5/8"Sheathing 5/8"Sheathing - I _ 6 ;; 1-09 21 161 GYPSUM BOARD ASSEMBLIES 09 21 16 GYPSUM BOARD ASSEMBLIES 2 5 WA II i- WA 21 16 BLANKET INSULATION 07 21 16 BLANKET INSULATION 1 / / // 07 27 00 AIR BARRIERS 07 27 00 AIR BARRIERS 4 04 20 19 VENEER UNIT MASONRY&STONE ' �`�1,>,__< _ .:. 04 20 19 VENEER UNIT MASONRY&STONE .,,,,,,,,-„,,y////' // 3 FILING SET 7/27/15 ;If Gafv- Brick Tie @ 16"H&V �^ , Galy. Brick Tie @ 16" H &V / I/ I 06 10 00 ROUGH CARPENTRY 1 1-06 10 001 ROUGH CARPENTRY z 2 ENGIN. COMMENTS 3/09/15 2x6 Base Plate Pli '� -� i 1 CD SET 11/03/14 2x6 Base Plate ` -_-_,>-<- Finish Floor -----›-<:" Finish Floor ' # Revisions Date �04 2«,191 VENEER UNIT MASONRY&STONEPP ��_ =-�.a��-�;� .�_ =_= =_== 04 20 191 VENEER UNIT MASONRY&STONE '',. ±--7----;----___ __-_7=7.-:„-~ Brick Weep @ 24"O.C. f . 06 10 00 ROUGH CARPENTRY Brick Weep @ 24"O.C. /Y_ 06 10 00 ROUGH CARPENTRY `--� Seal. 3/4"Plywd- Sheathing 3/4"Plywd.Sheathing ` ° ' 06 10 00 ROUGH CARPENTRY 1"`' tell" 06 10 00 ROUGH CARPENTRY ��� i � � � '���t '• ��' ���� ��' • �� t�03 6M 00�GROUTING 03 60 001GROUTING -`�' �/��k `'Non-shrinking Grout 07 62 00 SHEET METAL FLASHING AND TRIM Non-shrinking Grout ('17: -M1-07 62 001SHEET METAL FLASHING AND TRIM _ , :%1',f�04 2r 161 REINFORCED UNIT MASONRY :;' , — �04 20 161 REINFORCED UNIT MASONRY inn= ¢. � " 06 10 001 ROUGH CARPENTRY " i 06 10 00 ROUGH CARPENTRY 1. COLUMN -SEE PLAN mi �r, 12 Nom. CMU Below Grade • 12 Nom.CMU Below Grade 2x10 Rim Joist t 1 2x10 Rim Joist0 -- 07 21 16 BLANKET INSULATION A 2. CONCRETE PEDASTAL �fi \ 07 21 16 BLANKET INSULATION i�r�'i ��'�trt �% 1 31 31 16 TERMITE CONTROL 07 11 00 WATERPROOFING Y`h"� ''" w''_` 07 1 �00 WATERPROOFING \ ASPHALT DRIVEWAY OR . ` %/ e . 31 31 16 TERMITE CONTROL ::\`; ;r=:' .. 3. MASONRY PAT10 "�� 8 06 10 00 ROUGH CARPENTRY 2x6 P.T. Sill Plate d 06 10 001 ROUGH CARPENTRY 2x4 P.T. Sill Plate .0'-.-' I --' ' - - ■ 18 Anchor Bolt 7"� ill 18"AnchorBolt4. 2" GROUT PAD. NOTICE:Thesedrawn sare instrumentsofservice y 9` C .' • - .:1 -- 1-07 21 131 BOARD Id ULATION �d I - 1 p p rtyoftheArchitect;andthey are° �� --III and are the ro e SII��III / ' 1 COORDINATE IN " „ 0721 13160ARDINSULATION • 5. SIMPSON CBSQ COLUMN BASE available only for review and use in accordance with this COORD ATE IN -- —1L °I - � -■■� _ .FIELD 'ITH Il I /) -° FIELD WITH _ _1111 ■■i 6. CONC. FOOTING SEE PLAN N11 -' p _• ,�:' ^a •a � �---� � °.Q � .■■I Z „ including all technical drawings and details thereof,are GRADE MIN 3 III—I� 1 GRADE MIN 3 =11- '' ` - ■■i • USE # 5B AT 6 0/C EACH WAY =1 I=1 �' ■■ _ proprietary and cannot be copied,duplicated or COURS S OF - =111=111Q_>_ .. COURSES OF -III-111 .- - -■■i o 7. CHAMFER1" otherwise commercially exploited,in whole or art, � J .: _ „ p • � EDGES p -III-I O ��: ;_ 4 CONC. SLAB W/ EXPANSION JOINT 11-E-111 ----7 ---\ 4" CONC. SLAB W! EXPANSION JOINT Z•-) without the expressed written permission of the BRICK :'FLOW - G - . d ' ` BRICK BELOW1E111:-_---\-- ---\--c,c---7-_,T,..: II'. Architect.All rights reserved.It is a violation of the law GRADE N ALL =III=1��C� .'. �I GRADE IN ALL it l 1 1 � _ . </1, ° ■■I ' y p s ■■I for an person,unless actin under the direction of a licensed architect,to alter an item in any way. LOCDA ION ON LOCDATION ON Copyright PAUL PELLICANI,R.A- SITE. -���—�„_ - / I r-- SITE. ��i-i��_- � - -- ;� / � I 1=1 _ •. ,-i. e_ r_-- - 71, ... .:_:?___ Title: I-III-I � L..;.. -1.1=111=) f e; e• : ; I .- : I I—I 11=�< F-33 4; 01 SUBDRAINAGE I I F� ° ° a �< �33 46 001 SUBDRAINAGE _ { �` ° �. -• 31 05 16 AGGREGATES FOR EARTHWORK 1 —� Q Pert.Fnd-Drain -III- i- a - Perf. Fnd.Drain Ell I_ � ��-�•: ° �31 05 161 AGGREGATES FOR EARTHWORK WALL in Sleeve 11� • ° 4 ` s:e.-- Gravel Fill Crawl Space in Sleeve 11-1�,} )C - <. 1•'.---.,--- _ _ _/ Gravel Fill Crawl Space `� I I- ° - _ 111E-11?_,1 - ° �111� ° �,�� d° °• e111=111-� c �1-111 _1° d � �-=�r- ° -1 1- I_ . a ' d 7T -911=111I I1=ILII SECTIONS & -E1114- 11 l ° ' . - e • ' a III- -G (-07 26 001 VAPOR RETARDERS _ I IIII 1 d I a° -_ 07 26 00 VAPOR RETARDERS AQ �° < e < -III-111-III_ � _ ° d e /� o _ ° . - I ° ° ` a _ 03 30 00 CAST-IN-PLACE CONCRETE -III=III- ° ••e _ e d • • - -=1.d-111=111-111=111=111E111 DETAILS LS 111 °a 4° �= 1=111—� 111E111=1 IIIIII—IIII 1 11-1 �03 30 00 CAST-IN-PLACE CONCRETE -111-_ d" - m - -III-1 I II I I' I I I=1 11= a - = EE 1-1 11=111-1 11=1' -11 =1 ' ° - , _ 03 20 0Q CONCRETE REINFORCING -I 1-1 I 1=1 E e 1=111_ < ` ' <� .t...-.... amu.� � __ - _ � � \ I = , � � 4. - f _,,,- ,, -- �03 20 001CONCRETE REINFORCING Refer to Structural _y( _�<, -./4� �� �t // _'j 1=1 I 111: Refer to Structural -111= < • • ° ' ° ad • =111-1 - -111 =111=111=1 ill-= 11E-A. : ° a < - . :=111=111- -111=1,�C71 i r-r�-rr-�rv� i r 1 11-n ,11-1 I I-1 I I: -111=1 °• ". ° • ° -/ . -111-I Bottom of Footing1E111111-±±1 I-111-111-111=111-111-111=11 I-I I-111=14 I I I(-1 Bottom of Footing -' I H-_-J�, �,�_ ,,��,. �`�=11 I III_ �r -I 11=111=111 11 -111=111-111=111=111=111=111 I I 1= 11-11 111= 7 - 11=1 Q `, �� c, ��' v I—III I I 1= 11- 111=1 1=111=11E=111=111=111=111= 161 1= 11=111=1 I I-11` 111-111 — — =., ,=,,i----r- ��LJ—, r f-1-i i �31 05 16�AGGREGATES FOR EARTHWORK = _ - 111---111=111- 11E111-111=111=111 - _ _ - _ �31 05 1 TES FOR EA RK Scale As indicated - 111I IIII III-IIIIII-IIIIII- 61 AGGREGA EARTHWORK -111-I 1=111=111=111=111=111=2' I X111-111= 11-I I I-1 1=1 I M I Gravel Fill -111=111-1 1=111=111=111:1'-4'111=111=11-1 1=111=111=1 I 1=111=1 Gravel Fill 11=11 _ 11=_I 11- HIE-111 _11� I 114- - - - _ I,11=111E111-_-_111- 111- .11 Drawn by Author - = 1=1 I11 I1=1 I 1 I11 11 I = I1 11F---01 „111;-=111- 0= Checked by Checker 4,1-111-111-111-111-111-111-111=111=111=111=11,-„,I I -,,, ITI ii,-i , i-iii i i 0 12" FO I DATION DETAIL 8" FOUNDATION WALL App. # Approver CONC. PIER FOOTING 1 1/2" = " '-0" 2 1 1/2" = 1'-0" 1 1/2" = 1-0" Job # Drawing # - Project Number 3-a307 1 L , architect's 1111'• r ir,_ _ /111--________ , •• .- -- . .. . _, Paul Pellicani AIA ( NCARB I LEED AP 1100 Avalon Square, Suite 1209 11111 Glen Cove, NY 11542 Phone - (516) 609-3410 �I -[ 1 . 'I ill iii i�I --- I;�--- ax - (516) 609-3411 ' . ..i • _ _ _ _ _ _ . - _ _ ., -.- ; , www.architectsloft.com _ / of - - �._ iiiiPI BATH 2 �� , ' . _ _ •- _ I■■/ - , SSF :• s _ ., , _ , - - _ skuludis Residence ._. _ ___ :, MASTER SUITE : I ---------- ..-•----- , , ,._.. r, _, I■■■ li • - ' • BEDROOM 'f = BEDROOM:2 IITi' CL - - " _ Proposed Single 185SF' .. •325SF_......iic A B : _ . _ _ 182 SF • _ s _ , ", • •. • _ , _ _, _ :, _ ' . Family Dwelling • . . . „. . ._ . . , _• . _ • _ _ _ . : _ . _ _ , _ _ Mill , ; I : = .- . . _ . _ , ,_ • _ _ - _( 625 ,„,„ ismeimmi � _ _ - - - •.� - _ � - - - • - - - - • - , . , . . , � , � �. Cedar Dr. S TRIM DETAILS E - �; _ I ' Southold, NY 11939 } _ 3 ; ••-HALL $ : ; I Structural Engineer: • g neer: TRIM.DETAILS 3/4" 1'-0" • r._ - ._•-.: ; , •_ , " • , .'- = _ 5- _ - •78 SF : ® - - : Katia Duque BEDROOM•3 : CL : ' - - . _ - = - -•- _ -• -, • MINT "i■■■ l I 77 Walnut Rd ul��rl _ i � � ��s�in Glen Cove, NY 11542 bra 'II (P Phone - (516) 676-1246 imminmi _. 180 SF EOM= 15 J' ■■�—_ 1 r/■1r■iI , 1111■■■■ .a • L.j--------_______ ■■■■■1 i _ -- —_ DN_ ' - `. WALK-IN•CLOSET :: , _‘ , , • _%, H. , _.,_._, .1111111.111.111.i111111 - - - . • - , - =Mr • BATH 1 0 • _ • �I ���� ;% �. �� _ �s-_=_-��___ _ - -=__�� Civil Engineer: � IIMII.�� �= 111111&.= 1111111111161 = 111 �INWe��= 1�_I1 7■i��' I_i1 i_ III r,� i=icemoi■ =MAW Landscape: p 0.4 I -- I .� Interiors: _ = ♦ 1 - • - ' :.4'16= i.3:i?I'il]oii�ir in �� �`��� `` f 1 ►— A F , _—I__ I— � �_wr�� . 14 =11111111111.1 MIIIMMIM ' 11 �i�I�l•SY. 111 °111111111111111111M .1 MI _� aiiiiiii Key Plan: �- - -_,u =,11 . . PINNI Immo. 10 - Jiuu _ ; . •, . ._ :_ - a � �■�■ I III 01 IIIIMI OW I ME! ' I I.rr 1 (Cy 1EnimmuNiimi REF- REF- - - - . . -, ' -'' -. • _ _ III■■ I - . 10 _ �_ _ u■■■■■■■■■L����J■■■■I - _ 9 = i = Y • „,, • • ._ ,• . : --_: • = • DN ��� � 1111■■ 0 i>_, , _ 8 7 ' , •'GARAGE 2 _ -• . : _- 1111■■1, 6 1/ GARAGE 1 I■■■■■■■■■I� I I ° • <} x 5 ' " • • 0 MEM IIIIII. , 425"SF= _ 407 SF Wit 1.71111:11117....:71111111.7:11:11.. ■��_■■■1�I■11 = 1111111•11•11111111•11 I I 4 3 FILING SET 7/27/15 STAIR =�gi�■■■■■' l■■■111111 i0 2 ENGIN. COMMENTS 3/09/15 _ IIIIIIIIIII, --1-- L CD SET 11/03/14 . ; : mai � = I..... I■■ 24 --- # Revisions Date AlillifilMii 1-• - '�■■■■■■■111■■111■■■1 �;, � ..;. illilit - Seal ;, . ini1PIPIIIIIIIIII M�✓ 1 IuiIiiu.Iium!-- 1 11111111111111111111E111 1111111.111 I J ° ■ aa■■■ � 1111■1 '•.: Y ;-,--, 1 Ifi�„ �=. 1111 • mittommimpialummil tt- _ _• A All _ dift, ,,,,z; ,_ , _ _ " ' - - W D ----Il 6 iii■■r/, 1 ■1-• 4•01, • 'kto - _ . _ _ •_ I '- / irLDN 1 I ■ ■■■■■■■■■■■ 1111■■■\ _. /■1_� j. _ -II ' ,-' - - • - _F _- - . „-• I - , - I • ialli fr��■■■■1111■■■■■11�■1111■■■ 11M1■ ■, • NOTICE:These drawings are instruments of service ,+ iiiiiniiiiiiiiiiiiiiiiiiiiiii. available only for review and use in accordance with this 1 I I I• " �� and are the property of the Architect;and they are [ , Notice.The designs shown and described herein, I I � including all technical drawings and details thereof,are proprietary and cannot be copied,duplicated or r ■■�■■■ - - - - OVEN I - - - - - - 1■■■■■■■■1iIotherwise commercially exploited,in whole or part, I. -� I , without the expressed written permission of the ' 1111■■■■, — J T .■■■■■■■■I I g L� -• __ i I for any person,unless acting under the direction of a licensed architect,to alter an item in any way. Copyright PAUL PELLICANI,R.A. Title: 1ST FLOOR FINISHED • 1 Main Level Finishes 1/4" = 1'-0" PLAN Scale As indicated Drawn by Author Checked by Checker App. # Approver Job # Drawing # Project Number 4-a401 1 architect's ELECTRICAL LEGEND CEILING MOUNTED LIGHT�TT" L 0 :71=' ' Iii-r---0 H HANGING LIGHT FIXTURE F. : � WALL MOUNTED LIGHT , - • • — --• _— . , � i , , PaulPellicani 0 RECESSED CAN LIGHT AIA NCARB LEED AP , - a 1100 Avalon Square, Suite 1209 $'. % CL ENERGY STAR RATED OQ ES RECESSED CAN LIGHT Glen Cove, NY 11542 l �,. cam` 5 ' J * Phone - (516) 609-3410 d ® DIRECTIONAL RECESSED CAN Fax - (516) 609-3411 _. " _ : • _ _ - . • - '! 15 SF: (EYEBALL FIXTURE) • BATH 2I UNDER&OVER CABINET wWW.architectsloft.com i BEDROOM 1 I BEDROOM 2 I : = , MASTER SUITE C'ZZ+Z+7 WALL MOUNTED STRiP - 2 62 SF �" g CZC000C (4 LIGHT I6 LIGHT) : 182 SF I/ CL a 185 SF C FLUOR FLUORESCENT LIGHT \ 325 SF � Skuludis : .a• Cf) - C: , �' REC FLUOR RECESSED _ f, CLI } FLUORESCENT LIGHT = �, s J 13 SF S l S LIGHT SWITCH [-' 3 o S S o -- . 3 Residence . - - • • • - %__ Jay „_ _ _ ,:..::. '---------.--..-4J _ _ c _ _ : U v r S 3-WAY LIGHT SWITCH - -. - HALL S 4-WAY LIGHT SWITCH • - - - L 1F OCCUPANCY SENSOR al 1� S S Proposed Single FAN SWITCH g ____-)-71-----.1.----I - CL , ci I; S DIMMER LIGHT SWITCH Family Dwelling : OPEN CELLAR _ . 4_ BEDROOM 3 ® �� - ir i 27 SM MOTION SENSOR SWITCH 1 ,.. . -• ' , - ' - • . •_ _ - - 5SF _ _ _ : _ 1 ; , :. : : 16 OWDE" F 110VELECTRICALRECEPTACLE 625 Cedar Dr. S - . _ .. ,_ , : . . , - 180 SF '�' UC UNDER COUNTER 2654 sF, _� ;_ . _ 15Southold NY 11939 , rl___.„. _ • ,_ , _,, , _ _ _ __ _, r . _ _.,_,_ _ , ,‘_ ,- - - : - - - • ' - �� WALK-IN CLOSET RECEPTACLE • s _ GROUND FAULT CURRENT = • • r 26 SF BATH 1 ��a� �GFi INTERRUPTER RECEPTACLE S SWITCH RECEPTACLE Structural Engineer: ;. 6 _ - -, • - - - - � .9 - . . ••d . . - _- - � - s--- � - - � _ - � ''r .... ......„,---_,-----<----_ ,- , moi; .".- '_ `�i� - ,i 4( 5 F Q CR CLOCK RECEPTACLE _ _ . _ • , . • _, _ ' A j. 17 18 ,•,- O WP WATERPROOF RECEPTACLE Katia Duque : - ; ' T' __ 77 Walnut Rd - . 11 SF 10 SF o 240 240V ELECTRICAL Glen Cove, NY 11542 • 1/ RECEPTACLE : 1% Phone - (516) 676-1246 MECH ROAM :• • = : = _ ji C. 110V FLOOR RECEPTACLE �- / ` DRBL •,_ _. . . - - .• -,- -- , / ° DOOR BELL _ _ . , _ . . _. _ . _ _ _ . , . • , . . •• . _ „I . . ,_ , . . •'—e i'to 11 i 0 _. ._ _ . _, . _ _ . _ •_ .. . , . • - - -- • - _ �_J N i _ __; CHIME - . - . DOOR BELL CHIME (0 r EK R DINING to J ; •'_ _ : _ • - •_ - TEL TELEPHONE JACK / #C MULTIMEDIA JACK 19 �� I� #P (NETWORK/TV) - • - _ Q j -(c)- 98 SFI 0 �:. �, H' C TV TV JACK Civil Engineer: -1 O SMOKE/CARBON MONOXIDE _ _ i I I FAMILY D DETECTOR _ , , • " . _;\� i _ ' , : i• : I L► 20 MOTION SENSOR • - p ■ 5-39-F Q COACH LIGHT - _ _ l _ �r0 0 SMOKE DETECTOR '• - . - . - - • I • • . ' r ._ `• _• ,, C2 CO2 DETECTOR 1 .- .-• .- - �. •' - - - - - - ' •- - • ' - -•. _. .i - � •- - N - Landscape: I � JUNCTION 80X _ OTHERMOSTAT -% - • . C .I 1 ® NATURAL GAS/PROPANE HOOKUP ` - _ - "I = _,- .. -'• I,•- : ,-, _ _•" _ � _ _ I -_ ® EXHAUST FAN - iv \ •• a --II H ICE MAKER . — _ ---7----- _ `• '° SSS � •`� I. _ COMBO CEILING FAN/LIGHT Interiors / 6 4 - 0 ELECTRICAL KEY 4JP , d , o - 3 1/4" = 1'-0„ • �� :. _ = GARAGE "! GARAGE . . �� . , 26 - �- NM . - �I�. _ _ d �` 425 SF 407 SF CL ® Key Plan: W� ; - . - STAIR -% -.,' 0 .4)=" 0 4 • o __ . . = 0 _ r.,-:, . ._,, f -',2--,-- ,....->,---...---_.-- ,..---_,--'..:-„. _ 53 SF S I I I • • _ _ _ ; •:A 'LI' ; I - I • ' - - KITCHEN I • 609 SF - MUD - '6. _ t Q : : :. : , RM/LAUNDRY ; %: 0 10 2 Main Level Electrical r —�� _______)T 9 1� Cellar Electrical 3/16" = 1 -0 8 3/16" 1'-0"" - 6 5 4 Electrical: Electrical Work: Smoke detection: 3 FILING SET 7/27/15 2 ENGIN. COMMENTS 3/09/15 1. All electrical materials and installations shall comply with the minimum requirements set forth by §E3903.8 Wet or damp locations. Luminaires installed in wet or damp locations shall be installed so that water Location: Smoke alarms shall be installed in the following locations: 1 CD SET 11/03/14 the Residential Construction Code of New York State, part ViII, chapters 33 through 41, unless cannot enter or accumulate in wairing compartments, lampholders or other electrical parts. All luminaires # Revisions Date otherwise noted,the National Electrical Code and all local codes and/or all regulations of the installed in wet locations shall be marked SUITABLE FOR WET LOCATIONS. All luminaires installed in damp 1. In each sleeping room. local utility company. All materials and equipment shall bear the label or approval of the locations shall be marked SUITABLE FOR WET LOCATIONS or SUITABLE FOR DAMP LOCATIONS. Seal: .;. Underwriters Laboratories, Inc. Underwriters' certification shall be delivered to the owner by the 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. �: I.: ,; general contractor prior to final acceptance of the work. §3903.10 Bathtub and shower areas. cord-connected luminaires, hanging luminaires, lighting track, pendants, `° ` s<,• and ceiling-suspended paddle fans shall not have any parts located within a zone measured 3 feet 914 mm 3. On each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. In dwellings or dwelling /4't• ,� M � - ��°°.�� 2. The contractor shall verify the size and determine if the existing electrical service will be adequate horizontally and 8 feet (2438 mm)vertically from the top of a bathtub rim or shower stall threshold. This zone is units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the a � ': for new and existing loads combined. If service is not adequate, the contractor shall include in all encompassing and includes the zone directly over the tub or shower. adjacent lower level provided that the lower level is less than one full story below the upper level. ; g ,, his/her bid the cost of increasing the electrical service accordingly. `.,- \,.� ` f 3903.11 Luminaires in clothes closets. For the purposes of this section, storage space shall be defined as a When more than one smoke alarm is required to be installed within an individual dwellingunit the alarm devices shall be interconnected in such �> o � �, 3. All existing wiring and outlets which are removed due to demolition are to be handled in strict volume bounded by the sides and back closet walls and planes extending from the closet floor vertically to a a manner that the actuation of one alarm will activate all of the alarms in the individual unit. , <; ro'.:. conformity with the National Electric Code (N.E.C.). height of 6 feet (1829 mm) or the highest clothes-hanging rod and parallel to the walls ata horizontal distance of 24 inches (610 mm) from the sides and back of the closet walls respectively, and continuing vertically to the Exception: Interconnection is not required where smoke alarms are permitted to be battery operated in accordance with Section R313.1.2. 4. Remove existing receptacles and outlets not being re-used. Install new duplex convenience closet ceiling parallel to the walls at a horizontal distance of 12 inches (305 mm) or the width of the shelf, NOTICE:These drawongs fthe areinstrumentsof service and are the property of the Architect and they they are outlets and switches as required. Outlets shall be adjusted as to location and the design intent, whichever is greater. Fora closet that permits access to both sides of a hanging rod, the storage space shall available only for review and use in accordance with this coordinate with the requirements of the owner. include the volume below the highest rod extending 12 inches (305 mm) on either side of the rod on a plane Notice.The designs shown and described herein, including all technical drawings and details thereof,are horizontal to the floor extending the entire length of the rod (see figure re3903.11). proprietary and cannot be copied,duplicated or 5. Ground fault interrupter (G.F.I.) outlets to be installed at locations as specified by code. otherwise commerciallyexploited permission whole or ofthe part, without the expressed written permission of the The types of luminaires installed in clothes closets shall be limited to surface-mounted or recessed incandescent Architect.All rights reserved.It is a violation of the law for any person,unless acting under the direction of a 6. Disconnect and remove all existing unused electrical wiring, cabling and home runs not to be re- luminaires with completely enclosed lamps, and surface-mounted or recessed fluorescent luminaires. Carbon monoxide alarms: - licensed architect,to alter an item in anyway. used. Incandescent luminaires with open or partially enclosed lamps and pendant luminaires or lamp-holders shall be Copyright PAUL PELLICANI, R.A. prohibited. Luminaire installations shall be in accordance with one or more of the following: Required locations. Carbon monoxide alarms shall be provided in the following locations: Title: 7. All wiring shall be minimum #12 and #14 (as required) copper. No aluminum wire will be permitted. 1. Surface-mounted incandescent luminaires shall be installed on the wall above the door or on the 1. Within each dwelling unit on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide alarm ceiling, provided there is a minimum clearance of 12 inches (305 mm) between the fixture and the shall be provided where necessary to assure that no sleeping area on a story is more than 15 feet away from a carbon monoxide alarm. CELLAR & 8. Convenience duplex receptacles shall be 15 amp, 125 volt, 2 pole, 3 wire, grounding type. nearest point of a storage space. 1ST FLOOR Provide ground fault receptacles where required by the N.E.C. at all "wet" locations 2. On any story of a dwelling unit that contains a carbon monoxide source. 2. Surface-mounted fluorescent luminaires shall be installed on the wall above the door or on the ELECTRICAL 9. All new interior/exterior lighting fixtures will be provided by the owner. Contractor is responsible ceiling, provided there is a minimum clearance of 6 inches (152 mm) between the fixture and the Exceptions: for installation. nearest point of a storage space. PLAN 1. Where coverage at a location is required by more than one provision of this section, providing one carbon monoxide alarm at such location shall Electrical Note: 10. All existing receptacles, switches, etc. shall be replaced with new"decors" receptacles, switches, 3. Recessed incandescent luminaires with a completely enclosed lamp shall be installed in the wall or be deemed to satisfy all such provisions. etc. All new, added switches, receptacles, etc. to be "decora". General locations of all new the ceiling provided there is a minimum clearance of 6 inches (152 mm) between the luminaire Contractor shall review & coord. exist. receptacles, switches,junction boxes are indicated on drawings. Coordinate exact locations with and the nearest point of a storage space. 2. In lieu of a carbon monoxide alarm, a carbon monoxide detector may be provided at any location where coverage is required, provided that such electrical system outlet/switch/lighting during Scale As indicated owner prior to installation. carbon monoxide detector is part of a system that causes an alarm to sound at such location when carbon monoxide is detected at such location. field visit prior to bid submission for removal & 4. Recessed fluorescent luminaires shall be installed in the wall or on the ceiling provided there is a relocation, types, quantities & locations of new Drawn by Author 11. Provide power, receptacles as required for appliances as shown. Coordinate exact locations with minimum clearance of 6 inches (152 mm) between the fixture and the nearest point of a storage elec. per N.E.C. for new locations (shown Checked by Checker owner prior to installation. space. diagramatically) and per owner requirements as App. # Approver req'd for new work typ. Job # Drawing # 12. All smoke alarms and carbon monoxide alarms shall comply with section R313 of the Residential /� Code of New York State. Project Number 5-e501 Mechanical: architect's All new mechanical piping/ductwork design, equipment and installations shall TABLE P3005.4.1 TABLE P3 a5.4.2 comply with the minimum requirements set forth by the Residential TABLE P2605.1 MAXIMUM FIXTURE UNiTS ALLOWED TO BE CONNECTED MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE Construction Code of New York State, chapter 24 - fuel gas, unless otherwise0 EF Irn - PIPING SUPPORT - TO BRANCHES AND STACKS CONNECTED TO THE BUILDING DRAIN, noted and all local codes, and all applicable ashrae and smacna standards. `-- ___ ___ ____ BUILDING DRAIN BRANCHES OR THE BUILDING SEWER MAXIMUM SPACINGHOfMAXIMUM VERTICAL '1 NOMINAL PIPE SIZE ANY HORIZONTAL ANY ONE VERTICAL - The HVAC contractor shall verifythe size/performance requirements PIPING MATERIAL (feet) � SPACING p q ments of the Paul Pellicani ABS 1 (inches) FIXTURE BRANCH STACK OR DRAIN DIAMETER OF SLOPE PER FOOT system(s) and calculate the new (4) four zone HVAC system as manuf. by S pie 1 1O -- - AIA NCARB LEED AP pipe �__�. _ -- -__-__-_ ,r___W___.__.,____ -_ - -._v , h h inch Carrier or equal. 1 1 �4tt PIPE (inches) /8 inc 1/4 inc 1/2 110 209 , 1lunlinun1 tubing IO _._ Avalon Square, Suite 1 l 1 - Glen Cove, NY 11542 - --- ---- -- -- - --- - - -- -- 1 l / a.b ;a tt The contractor shall coordinate with the owner for installation of new HVAC 1 I h [ Phone - (516) 609-3410 Brass pipe I(► ' 1O i '' _ ? _ systemequipment, ductwork, diffusers, thermostats, etc. 4 ent ----_-1-_�__,_______-_._._._. ___...__... .�.___�.__---_-_____w._ ..___...__.._.___.._.____�.-_.._.-_.___._____.__. ___.____a_._ .� _ �__.._.___ ..� ..- -� �__� ..- .__ _� __ ___ y �1 71� l _.__ . Fax - (516) 609-3411 i i 6 O i � 1 �� !Cast-iron pipe � ' 15 1 - i VVWW.architectsloft.com l 1 _ _-___ -__ ---__ �._.____.__.__�.____ __. _.__l _ __. - t Contractor to provide under counter convectors in kitchen as required. ,:Copper or copper alloy pip, I 10 ; a ? 1 ,/,.)b -� ____ �() I 1: -) 7.1 , 1 _ „- - �`-_ .- _ _ engineer or heating contractor shall check the heating system _._ Mechanical Cclpl er car copper alloy tubing ( 1 '/_I inch di.tnl�t�r and smaller) f? I() g -�- 20 r 48 3 36 47 5() and provide heating system to provide 72 degrees inside for 0 degree outside • 1 ) ! t temperature or as otherwise required by all applicable codes S ku I u d IS _ 'Copper or cppt.. r tsoy tubing, ( IV: inch diameter ',u1(.1 larger) I 0 I J 4 �� 25.4 1 ( ? ,,! 1 6 5� Residence1Plumbing: --- 'Cross-linked polyethylene (P :\ J pips _i 2,6f (� inches} 11'' s_ _ _ - For SI: 1 inch 25.4 1l. r I 1 inch t » 1 fc} ?t u )- . nn Cross-linked-1inhr�l pob.,et11} Ier1��f;i1U1111illital/er'o -i inked polyethylene ( l'l:X-A1.-1'):X) pipe ?.(�7 (32 inches ) '� :: r All plumbing materials and installations shall comply with the minimum ----° - --`` - - ,. al I l :''.,1-inch pipe rile limited to a single-fixture ixtur`e drain of trap farm. Se Table a• I ' :7-IncI1 pipe silc limited to 1 bui1(.1inu drain brand) set't'ing? not more than requirements set forth by the State Construction Code. All new plumbing Proposed Single C:P\ C' pipe or tubiue ( 1 inch in diameter and smaller) l I O`' ��1 two wastemore o fixture ; a fixtures complete with related faucets and accessories shall beprovided b p g _�_._._____ _._a_r_._._..- e_ _�� ._ ._. __..__,..._., n..�,.___�_ _. _._._..�._ _.. ..-_..�. _.n_.. .._._ ..r_.___ ____._ ____w__ _ _. __ a I ) 1 .7. tt t fixtures, or not t11c)tc than one titi'�i�t(. f1 ,tiri , 1� serving pumped d y the owner with the contractor responsible for complete installation and Family Dwelling CPVC pipe or fulling_ ( 11 inch in diameter and larger) 4 -- 1()I' diSilldIge fixture ()1 !_�irbctt�('. tri'1I1dci di chtli'ge 1 1' h. No \\ tiler closets. - connections. �Pi�lvctiavlc;nes;tltna)inttiaa/pc1lyt�th�=l�,nc ( 1'I; al..-I'l ) pipe (�7 +?°? ' ii' �. - inches) �, h. No water closets. 1 New water piping shall be type "L" copper, hard tempered with dielectric 625 Cedar Dr. S PVC pipe 4 1 1()'' 1 ;; unions. Southold, NY 11939 MAXIMUM;IMUM DISTANCE OF FIXTURE TRAP FROM VENT .BEND DIAMETER Stainless steel drainac systems 1() I ()h .'l _ SAME AS SECTION B Refer to drawings for location of new roof vent stack. Color of penetrating 5tee1 pipc - i, SIZE OF TRAP • SLOPE DISTANCE FROM ; �� stack, roof jack and flashing shall be black or brown to match roofing color. Structural Engineer: '� 1 1 -- I u 1 _�_ - (inches) (inch per foot) TRAP (feet) For Si: 1 inch " 27. rum. I loot _ ?("1 t- ;,ilii. All piping exposed to the elements shall be insulated including piping Katia Duque r I ��` pipe �r �� pipe l located in exterior walls. 77 Walnut Rd . The Ma\111111111 hor'iiontal s !;rerun of cast-bion pi 1e han -s shall b e increased to 10 I•eet where 10-foot len thN of pi u• are installed, 1 1 ?J4 5 `�,) b. N1idsto'ry ;:trier' for- !,itc ,, _' incl1, ,, ;incl ,,nlaller- L-1 Glen Cove, NY 11542 1i 1/'.I6 - B Contractordetermineiftoverifythe theexistingsizeofsystemexistingwillbedomesticadequatehotforwaternew systemandexistingand loadsPhone - (516) 676-1246 TABLE P2�04.5 A iWATER DISTRIBUTION PIPE -- /4 1 -1combined. If system is not adequate, the contractor shall include in his/her -.__.1 bid, the cost of expanding said system accordingly, as required for proper MATERIAL STANDARD 13rass pipe l 1 12 I performance. ASTM 13 43 t _ _ _._ __ __w_. t / BEND DIAMETER � ` _ � Chlorinated polyvinyl chloride (C PVC) plastic pipe and tubitter ASTM D 2846; AS'I'A 1 441 : AST\-1 F 442; (.'S 1 13137.8 16 SAME AS SECTION C All below grade plumbing shall be cast iron. Plumbing contractor shall 7 , - - _ coordinate locations of all baseboard & fixtures with owner Copper or copper-alloy pipe ASTM B 42; ASTM X02 For SI 1 inch -- 25.4 ITln1 1 loot - 304.8 mm 1 inch per foot = 0.0833 mm X11 Copper or copper-alloy tubing (Type K, WK, L. \\?L, M or ti� M ASTM B 75; ASTM B 88 ,AS"1�Ni 13 251 • ASTM B -.447 �. Tcivil Engineer: . - -- ~- Heating and Cooling Schedule: ' Cross-linked polyethylene (PFX) plastic tubing ASTM F 877; CS.A C :�\N�CSA-B 1 3 7,5 TABLE P3111 .3 4. Cross-linked pnlyethylene altiminui metas-linked polyethylene .ASTM F 1281 ; CSA Cry :'CSA-131 37. 1 () SIZE OF COMBINATION WASTE AND VENT PIPE 1st Floor: (PEX-AL-PEX) pipe 1.--- `- I 2 zone CAC (separate bedrooms from main space) t , r I FIGURE P3105.3 +3._ •_____�_ MAXIMUM NUMBER OF FIXTURE UNITS d.f.u. , Radiant floors throughout except master bedroom & guest bedroom i Galvanised steel pipe 61-TA 53 �_ _ -.-.r .____ ___.__4_. ) VERTICAL LEG FIXTURE DRAiN SCHEiV1ATIC_ Provide HW Baseboard for master & guest bedroom Landscape: Connecting to a Connecting to a TABLE P3004.1 DIAMETER PIPE horizontal branch building drain or TABLE P3201 .7 2nd Floor: DRAINAGE FIXTURE UNIT (d"f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES g SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES 2 zone HVAC (separate zone for media room) (inches) or stack building subtrain 1 ' DRAINAGE FIXTURE UNIT --_ . .. Rr....-_.w..__..._._..._ _ _ TYPE OF FIXTURE OR GROUP OF FIXTURES VALUE (d.f.u.)a .) TRAP SIZE MINIMUM ____ .1 4 PLUMBING FIXTURE (inches) Bar sink 1 Bathtub (with or without shower head and/or whirlpool attachments) ? 1 1/1 61 Bathtub (with or without shower head 11/- Plumbing Riser Diagram Note: Interiors: Bidet 1 �¢-�-- - <tilcllcrr whirlpool attachments) Riser nt`) diagram is for reference 1 _..-. _ ... Clothes washer standpipe 2 1 2 1 only. The licensed plumber must _..__._____ -. 13 i c 1 e t Dishwasher _ _. l /,, install all piping, venting, etc. as Floor drains' U 4 ?() () Clothes washer '.t�ttldpipe per BCNYS requirements Kitchen sink 2 Key Plan: _ = 15.4 Dishw;:tsher (on separate trap) 1 ;/: Lavatory _ Inti' SI . l inch _ Rini. Laundry tub 7 Floor drain Shower stall 2 Kitchen sink (one or two traps. with or Water closet ( 1 .6 gallons per flush) 3 without dishwasher and garbage grinder) Water closet (greater than 1 .6 gallons per flush) 4 _ a _ 1 I ,.tundr•y tub (one or more compartments) : I '/, Full-bath group with bathtub (with 1 .6 gallon per flush water closet, and with or without shower head andior 5 , N. whirlpool attachment on the bathtub or shower stall ) 11:-. ;i,1 �` Lavatory 1 I f - _ _ .. N 1 IN. - �- Full-bath group �v,ith bathtub (water closet greater than 1 .6 Tallon per flush, and with or without shower head 6 1 / 1 r�. at�cl yr whirlpool ool stttaci�mcnt on the bathtub or shower stall) i � ` �' Shower - P1 f N. 1 I ~ Y1r s i1N �i. N 1 1... 1 h; Half-bash group ( 1 .6 gallon per flush water closet plus lavatory') 4 i i_ . 1 1, - ,,-- 1 'I Vi;atc�r close! I Note tt c i , � greater 7 ' r J Half'-bath group (water' closet `mater 1 ,6 gallon per flush plus lavatory) 5 / ,, I11. 'N) 11'1 IN. I ,.• '' 1 IN , l 1 4 iN. l For Si: 1 inch -' 25.4 Mtn. Kitchen group (dishwasher and sink with or without garbage grinder) 3 1 `,;�� 1 1N, I („...,i �: , 10 I- a. Consult fixture standards for tail dirltensiuns cif• specific bowls. 9 Laundry group (clothes washer standpipe and laundry tub) 3 j �``-.. I 1:,. I^•: 1 �. 1' IN / , = 8 Multiple-bath groups": - I '\ i ' Vie 1f _ 1 .5 baths 7 I i vEs ) �^ 1 7 '1' . 1 1. 11 I I N, i 3"V- 2 baths 8 � . - l „� 3 IN. f IN. LAV 1 45 2.5 baths 9 TUB 11 IN. I 4 3 baths 10 �-, 2 IN. \ i 2 ' 3 FILING SET 7/27/15 3.5 baths 11 �- i - �` iN IN te r/ 1 3"V. 2 ENGIN. COMMENTS 3/09/15 For SI: 1 `aalIon = 3.785 1,. ..., - \ iTCr1Er SHOWER 1 •� IN I 1 CD SET 11/03/14 K d SNOB. ER --1 _ \ UPPER LEVEL a. For a continuous or semicontinuous flowinto a drainage system, such as from a pump or similar device, 1 .5 fixture units shall be allowed per L2prn allow. Fora GROUP I !- , i 1, # Revisions Date fixture not listed, use the highest d.f,u, value for a similar listed fixture• I ' .4e- ,,` l ' _ Seal: b, A floor drain itsc:lfadds no hydraulic lurid. i lo' ever, where used Elsa receptor, the fixture unit Value of the fixture discharging into the receptor shall be applicable. ‘,,1 �- 1 l i CI_o HE I .J- r' J - FP f= '.. c. Add 2 d,f.u, for each additional full bath, L �' - -i� I j I I I y °r�` -''' IrJ. 1 s 1: iAN� PPE i I YFR . �`r_ l.�r " . •, hi l ROOF _ 1 I I I c � ,� i i LAV- W.C. TUB LAV. W.C. TUB W.C. LAV. SHOWER BIDET W.C. LAV- LAV- ,< r" -s "t ' Jf �/ ' ( oto �/ of o I �� ' oto / 'i I/ i `' Li o:fl TABLE P3005.209 I "N--.) ,,,, I � , ; 1 �, ,. f I l 0,.. .,0 r_ 1 (Fr �� ICLEA1 !OUTS _ a„, �`'t r' r UPPER LEVEL L,----....�1 J I WASHER UNTILTY SINK SINK '" SIZE '+► CLEANOUT `� / s �+ ✓ \� I i ' la,, , I SINK i iF--� \ \ / / / ii NOTICE:These drawings are instruments of service "�. (inches) i _ l1 ! !� (inches) ` �/' ! I I C O -- -L- -- G- C•O• and are the ct;and they are available onlyrfo treyefw and usthe e in acxordance with this las{{{ iss......... V!!�i+.. fir/ r��...•J-L ii�t ��.r// L #+� ii i_ _ I t'''''' '' t ,';'�rN_� �/ �/ Notice.The designs shown and described herein, ,, ! including all technical drawings and details thereof,are f i Ir�r (i v. ` f„�1 otheproprrietary sand cannot be ercially e co t d,duin wholeed or part, J / �� - without the expressed written permission of the , . ,.� MAIN LEVEL p �. MAIN LEVEL Architect.All rights reserved.It is a violation of the law ' 1 1 / ` \'2 l i i. iI-________\______"----___ / 1 for any person,unless acting under the direction of a licensed architect,to alter an item in any way.SH Copyright C.0.1_____, •O• `� C.O. Copyright PAUL PELLICANI,R.A. Title: F.A.I.^.1 1 L 2 , PLUMBING 4 and larger \(i I r.. i 1; , ,_ }• 111-1' `„,, 17::1: .;fill „„1l'fi ,.'>:l :I'1 l. \ - r Hi RISER ��' � I DIAGRAM CELLAR - I To Sanitary FIGURE P31C8.1(5) - - ___________________________L_ _- 1 - ,. SINGLE-STACK SYSTEM FOR A TWO-STORY DWELLIN :F01- SI : 1 inch = 2.) .4 mill . ,._) ------) OPLUMBING DIAGRAM Scale 12" = 1'-0" 12" = 1-0" Drawn by Author 1 PLUMBING RISER DIAGRAM Checked by Checker P1 •� N.T.S App. # Approver Job # Drawing # Project Number 5-p501 Proposed Foundation Key Note Legend architect, 1 . Proposed 4,000 concrete walls & footing for new walls above. Ill\ `, -v EMI - r 2. Proposed poured concrete piers & footings - typical �� o, 3n 3-a304 3-a301 3. Proposed 4" 3500 PSI conc. slab with 6x6:10x10 WWM on G min 6 mil vapor barrier on 6" R.C. stone Paul Pellicani (G6" „ AIA I NCARB I LEED AP 15' - 6' - 1" 7' - 4" 10' - 6" 4,000 PSI, 10 CONC. WALL W/#711 'r 1100 Avalon Square, Suite 1209 II / 6 REBAR @ 13" OIC VERT. 2" 4. Provide one (1) layer of 5/8" "typ X" gyp. bd. at mech room q , ?� . FROM FACE OF CONC. ON 2'- ceiling and walls. Glen Cove, NY 11542 3' - 0" ' - -. - „� o f : A Phone - 516 609-3410 52' - 0 - ���--- 8” x 1'-0" FOOTING W/#6 ON ( ) / /\ w.a b e / 13" DOWELS INTO FOOTING 5. Mech. Rm. combustion air shall comply w/ BCNYS sec. Fax - (516) 609-3411 3' - 0" 17' - 3" 7' - 2" 13' - 5" - d : 14' - 2" ' - 10" 1701, 1702, 1703. Mech. contractor shall furnish/install fresh www.architectsloft.com e ` ' '�' / / / / air volume as per equipment manufacturer requirements and \ \ \ \ ;� — °�. �_ -- ` a e • d \ \ \ \ : _' ` . : BCNYS. .. a '•d ed � - I� '- xd - • d d 2• a '° - _ _ - _ ,- - - - • .- - -, , • fi • .], _ ,_ ,_ • - • - - , - - _ , _ _ a `V ,',.;•, = , 6. See 6-s604 for Simpson connections G, M, ect. Skuludis _ . _ . O Q Q ,_ . . .. •, .. . , . .. . . . .. , • „_ .. . . .. . . . . .. .. .. . . ... , -, - - - - . - - - - - '.:- _.„_ tc. . _ . _ . _ . , _ _ ,. . . , .. s._ • . _ . .. . ., ,_ , _ . : _ .... .., _ .. . , _ _ _ . _ _ _ . . , _ ._. .. . , _, _ _ _ , _ . _ •_ - ._ 0,, \. . ._ . . _ _ _ „„ ... . . s _ .. . _ .. . .. . _ _ _ " ..., . , _ . _ . .„ . . . _ . _ „ , _ _ _ , , : / Residence - 1 3'-1" x 8'-3" x 1-6" . . . . ., „.. . .„ : .. _ 0 N (- FOOTING..._..,.: ,,,',.. 2Q Er) _ : : ' . = \ : I • Proposed Single �; I Family Dwelling _ , . _ , . _ . _ . -_,• _.• 0 • - ••••: .'. • r 2.. • -•' -., • *** ***4.,* :• •• -2 1 •• _ ••..• - ZO • _ N _ - •• - ' . - i ♦ ♦♦♦ ' - • , • 625 Cedar Dr. S : " : , ' ' _ : _' _ _, . _ j ; : Southold, NY 11939 50 0 - • ♦ ��'�' ��♦ 2 1-75 X 9.5 LVL'f//5r8"X9" • ,' 7" - „ „ . ;. rr, N O - •- I '__�I ��♦♦♦ : UPPER FLR STL PLATE FLUSHFLITCH11 - - ' ' -• . F13' - 6 13 - 6 11 - 5 I. \' _ ��� GIRDER 0 4 - 0 ;� • I-:� 7— _ r :� : Q \ �._— —_- 1 0 • ; I,. , ♦ " • - FILL SOLID REINF. CMU / �( a� _ :. _, N ♦ I Structural Engineer: -N \ _ _ • - I_A A I = : A I ._ l - _ tx \ • �♦ ♦ PIER W/ (4) #6 BAR oar-o: _ -I- a. _ =+ . _.o-- ,1-: _ I _ ': _ ♦ ,• DOWELED INTO ?IFQ / / Kji cy, ., - . _ - - ,- : ' '_ - N _ �- - - ' .., r 2. I '• - •' _�,- . •'(2)3.5"X 9.5"PSL W/3/4"X9"FLITCH•_ 1, • - - 1.' ♦♦♦ � �♦., FOOTING ' Katia Duque PLATE �' ' - - - • ' _ ♦♦ ♦♦ \ - . L - I' I — — ♦ ♦ HIGH ,,, 77 Walnut Rd M - • • - .9' - 10„-' •• ' .;3' - 6" . '- • ' '. 10' - 0"•: - ' : ' 3' - 6'r - _ : : . '- • ,- 10' - 0 -`_ , - 3' - 6" - • 9, - 8": -_. - •-._• ♦♦ ♦, •r ♦♦♦4 Glen Cove, NY 11542 " •v I. 50' - Orr. - ♦ ♦ Phone - (516) 676 1246 ♦♦♦ 4"DAM STEEL LALLY COL. MAIN FLR \ 7' @ O _ Wt '0"X10"X1/2"BASE PLATE } _ _ 8„• ♦ 9„ , 8,r A 10"X4"X112"CAP PLATE . _ • _ - d • ._ y\), ip,),,, , ipNL , �y o l UNFINISHED CELLAR' , r , ;.` . ': -� - ; ' - _ �' 3 2X10• " ,I ", r : I _, :l . ♦� i ♦' , Low 0 4 — % `"I ', O 3 - 6 13 - 01/2 „ x • ti �� N HEADER' , , 4s4 '�� .i i 3. N i ♦ ♦ `� ��' ' � i . = Z� ♦♦♦q �♦ -� Civil Engineer: e- ` { - - .� co - ♦♦♦ ♦♦. , ' - . FINISHED FLR --'_._ O \ \ = c0 , ,r �O III (2)1.75"X 9.5"LVL W/5/8"X 9"STEEL, - (2)1 75”X 9.5"LVL W/5/8"X 9"STEEL. O : N _— _' G ♦ ♦ ♦ r 11-0" CHEEK - - i 4 PLATE FLUSH FLITCH GIRDER(HIGH)' ,_ - • PLATE FLUSH FLITCH GIRDER(HIGH)• - , ' -' . _ cf5 • - 4"CONCRETE SLAP l PROJECTION -.: :..� .�„ I �-1r - - I - =- DE - — \ = •• ;. V-�; n 0 5 - ♦♦ ♦ ' .- ' • ^ham N <, f a . �_ w . , . _ a I •. ice. ,. L . �_ ,.•_ _. _tea •_ 1 _,• d ° S. L \ : (2)1.75"X 9.5"LVL W/5/8"-X•9"-S' 18"X 9"STEEL_ „I J '_{2)1.75"X 9.5"LVL W/5%8"X 9"STEEL - _ - \ � < .I \ \ \ ,- . •.♦ ♦♦ PLATE FLUSH•FLITCH GIRDER(LOW} y PLATE FLUSH FLITCH GIRDER(LOW) , •• • ..I r ' ♦ ♦ _ .: \' : ? i 771-Ft.''''''....- ---' . . ''' ... ' . .. Landscape: '4 �� „ „ - : . „ • 5 - 4 8 - 0 _ . moi♦ ♦♦♦♦ # ♦ , 2 - 0 5 - 5 1/2" 'l - 1 1/2 . Ql- :._ ___A _.Ai__\_. _ _ ..4 , „_ ._.±.___ *._._ ' =14 - 9 1/2 : - r- -' - - •_ - ' / _-__---- _- _, ,r =. = ' ♦♦♦♦♦4 ♦♦ • ♦ _ / f. ,. 1 0 CHEEK - N a : 3' - 0" 4' - 6" 10" : •-` -. : _.. 29' - 10 1/2" : ' 10" 13' - 10" 3, _ Or, PROJECTION r ;' ♦♦� ♦♦♦♦�♦♦ do f. ( 4,& 44 • - - ' - .- ._ 2x10 FJ 12" 0/C ' •.- _' i-' : - . � _ , ' _ - -- _ •-2x 10 FJ 12"0/C, . - ._ - ' „ n L 11 160 \ 2 - 10 ' "9' 10" ,',. _ _ ; _B: • 8 1/4" 8 1/2 8 1/4",.• - • , : ' /211 ` - Interiors: ~ r ' I 1 ' G N. _ : _ • TYPE A CONCRETE FOOTING O :� _,tJ _ • 7 )ril )11"111 O T �_ : ° °d u- I ♦� 1 ; : .- - - :. SPLIT HEIGHT POST DETAIL . :. , . • -1©.. co Eo ".-- _ CO_Cr3, .I I � _ O N COg\ -. Q.' • ' --y , , c0 3-a30 M I co` _ �'_; & x - a7 W r` Key Plan: N N N I— • M N • N -:2 - _ , -. , 1 = • - - '- •• ' - . - (0 Fire Fou atr n Frim' • I_ 0 1" = 1'-0" \ -�'—_ •- _'�. _ 1. I .B= 4" SLAB ON GRADE \ _ C in - - -• ' ' C 4 :' L.- — . in - (o -- 3'X3' PIER W/4#5 VERTICAL \ I`• _ - : , . • BARS TO 3' DEPTH BELOW _ _ _ • , - •_ _ _ • • _' ' _ - _ _ • _ _ . ' . GRADE (TYP) _ _ . , . . . 4 ' \ : : a : ' . ti 10" FROST WALL TO 3' BELOW GRADE N,,,,,,,,...:. . F-.• - - • • _ - •• ' • : 14' - 11"-.- -'• • -' _ .- . •• - ' - , - , 14' - 11 1/2" - - / ° III , _ _ r ' 2' - 0" 21' - 0" _ _ ; . �� 5, _ 0„ 8, _ Or, C _ - o a a ,' COMPACTED GRANULAR SOIL �. \ d 4 : ,'` a : q .e . J � q h . 4 TO 95% PROCTOR DENSITY 10 :. a M FOOTING SCHEDULE 9 ' _ '_ '(4) 1.75 X 9.5 LVL FLUSH_.- 4_' ' '/_ ' ` _ _ '- •. . : 8 . . 7' - 0" - : : : : 6' _ 6" 3' - 0" / - 7 . _ . • ._ . . _. .. . ._. , •., , / / TYPE A 3'-6"x 3'-6"x 1'-2"W/4#5 E.W. BOT 6 CI - : � 24' - 91/2 ' 64.. 5" SLAB ON GRADE e _ ' ' = - ° 'co - TYPE B - 3'-0"x3'-0"x1-0"W/3#5 E.W. BOT 5 - • - UP - = O 4 , O " N v • ' : : `° ► M Zn TYPE C = 3'-0"x 3'-0"x 1'-6"W/3#4 E.W. BOT 4 3 FILING SET 7/27/15 8' - 10" 8,, 10" FOOTING W/#5 @ 18" @ 2" 2 ENGIN. COMMENTS 3/09/15 15' - 6" 4 : „ FROM INSIDE FACE ON 2 2 X 12" 1 CD SET 11/03/14 /1' / y - Q ' . - : ' - , _.I : ',, W/#5 @ 18" DOWELS INTO FOOTING - ' - x • • # Revisions Date • ' • - - B = N C : a • o Seal: -_ B. �• ' -,' OF NEIN y • O O 4 I I . I• _ . I' _J, - ;ter --0 • ♦• ,-' . - .,, �.' �_ .�• - �� °6 ,,O • •. ° �` N I i = _ % t . . -1._-‘___Z_ _ (4) 1.75 X 9.75 LVL W/ 112"X9" _ _ _ �t - _'__ ______ s ` s` L111 l ��. c� r' I_ r , _ FLITCH PLATE FLUSH GIRDER _ i _ c� _ G • Wall Key .; � ,r z ai 1 i ._ - o s� r / y a- li —L_ - l. _I i/1 : 1' _ - - - - _ •_ - - - ` d - ' 4' ✓�n1fd . - 3 2x10" -, . ' - - ' . - . 4" d L'- ( � J .. _ ; a' o :o-.Vs'a'.a; Foundation Wall ° t fV _ _O z.::: NOTICE These drawings are instruments of service 4<•° • ; ' , ;' • 0• ' \ and are the property of the Architect and they are ! - - - _ _ _ _ i - •_ , _ _ cD CO Ln available only for review and use in accordance with this Notice-The designs shown and described herein, a: _' •- _ '_ -• _ . ,� o_ _ _ _ �' _ - _ including ail technical drawings and details thereof,are - _ proprietary and cannot be copied,duplicated or 3 _ d' ' l$a , X LL _ g otherwise commercially exploited,in whole or part, 3-a303 Oi ° • ' . "-d _ _ • _ as CO�`` ➢. -° O without the expressed written permission of the _ - • Wind Borne Debris Note Architect All rights reserved.It is a violation of the law •,:, -• CV e 4' - 0" 1 for any person,unless acting under the direction of a OD licensed architect,to alter an item in any way- ' • _ : _ ., _ _ _ • = 1. Dwelling is within wind born debris zone min. 1 rain Copyright PAUL PELLICANI,R.A. . _ 4 _f . , ; _ `` „ •._ . . _' _ ;�1 from mean high tide as per New York State Title: d•. • ~° e• °e: - ` '4 - '-a qa - • d , • ,-° ,e - •- "' 4 - _°• - •a ` �• ° {' _ Residential Code for single family dwellings. 7' -4" • 3' - 1" 2. See detail sheets for wind connection requirement. FOUNDATION ''/ & F I RST 0 G . - 6' - 9" CO \ . . .. ,- --. ..._, 4_ 7.-,,,, ,,..„1: , Framing notes: DECK 1. Framing contractor is responsible to V.I.F. all FRAMING / 67' - 6" dimensions prior to framing - notify G.C., owner and PLAN architect of any discrepancies immediately Scale As indicated 2. Framing nomenclature indicates framing size & Drawn by Author 1 Cellar Proposed direction of members above. i.e. first floor plan show Checked by Checker �'J 1/4" = 1'-0" second floor framing App. # Approver 3. G.C. is responsible to coord. all above prior to Job # Drawing # proceeding Project Number 6-5601 1 -,_�_ Proposed 1st Floor Structural Key Note Legend architect's __ ___ ______ - _ 1. Proposed 6x6 post. (typ. all girders) „ - 2. Proposed 4x6 post. (typ. all headers over 8'-0") M. 3. Vault clg this area - see sections. 1 3---3-a304 3-a301 4. Carry all ridge intersections to min. 4x4 post to min Paul Pellicani 2x C.J. - typ throughout 1st floor clg. A[A I NCARBu LEED AP 1100 Avalon Square, Suite 1209 5. Cantilever girders to support wall above at clerestory Glen Cove, :Y091_ 1354:: 51' - 4" Awindows/vaulted ceiling Pone (516) 0 / www.architectsloft.com _7-------- r. ,,, i------z--------- Th. Skuludis 5.25 X 11.75 LVL (LOW) Residence _ _/ . /:' -- ._;,; _ ,11.---,,, ..-- / i % j •I _/- _/ ., I •I i� .. .� j •� / ,� ISI �--z - 1 'I - - - tr\--' L10X10X1/4 CONNECTOR - I. / / / W/ 5/8 DIM. THRU BOLTS Proposed Single CL T. , ,\ Family Dwelling I ' 15 SF' U o \ , `'------- (3) 1.75X11.75 LVL 625 Cedar Dr. S l 1 i1 BATH 2 I to o o I ` . \ / ///// /' j \ DROPPED GIRDER (HIGH) Southold, NY 11939 \aci:") - ,- g nMI i X i . ti / ''� �♦ BEDROOM 1 BEDROOM 2 v -I MASTER SUITE / ♦� ♦♦ S / - I62 S c) t5 Col ♦*♦�♦♦� ♦ o Structural Engineer. 182 SF / / `</I x 185 SF x J 325 SF ♦�/ I. ♦♦ / _`' \I X GNI Kana Duque 6 I \ ,/ ♦ ♦ 'y 77 Walnut Rd CL 13 SF - M j / Glen Cove, NY 11542 � „ 1/2" "' / Phone (516) 676-1246 / I / 3 83� ��� BEARING WALLS , �,. / � �� - - - , ,,; _ .. : . - E - - - i , : - - - -- ___- - r - . . „ - - - - / ♦ ♦ / W (2)2X10 (4) 1.75 X 11.75 LVL FLUSH GIRDER / ♦ ♦ j (2)2X10 (2)2X10 I HALL / ♦ 1' - 2 1/2" / I 13 + / ♦ �4 / 2" THIN BRICK VENEER CL 78 S F_ - �,--- J t ; , _,,.�, .._ / ♦ . / U J I'� i r ch / / BEDROOM 3 o I ( I 1� 0 27 _ / ° / ♦ Civil Engineer: ® �co= ASF` i I ` __- L o 16 4 SF r ~ j • ♦ / BAND PAINTED TRIM X J . BATH '� f � f . 180 SF I J -, c I --MASTER BAT 0 - / ♦ ' 12 co c� PO ER - a / • / N 9 / ♦ �♦ 15 - 47S - rn / ♦ / X 99 SF 0; ♦ . / _- - I = 26 SF �' / • / REINF. CMU PIER W/ DN •- WALK-IN CLOSET o ,( , / �♦ (4) #6 BAR VERTICAL Landscape: BEARING WALL ; �h� 11 ' '/' �� I / ♦ �, 12" DEPTH DOWELED i'r i -k:- (3)2X12 J � ,� L. �„ y..-I P / INTO FOOTING Yom` • / 18 ��" B. RIN LL - / • / 20" DECORATIVE TUSCANHSS 5X5X1/4 ; ` � / ♦♦ ♦�♦� / COLUMN SURROUND BY -J STYLE 11 S 10 F J POST ENDS �y� _ _ �� ♦ ♦�♦ j HARTMAN SANDERS OVER � / ♦♦♦�♦♦♦♦♦♦♦, / Interiors: 6X6 SOLID TIMBER COLUMN W/ ' ti % ♦ �♦ / GALV. BOLTS / ♦♦♦�♦/ / FOR SIMPSON CC COLUMN CAP 2 X 8 CJ @ 16" 0/C I 2 X 10 CJ @ 16" 0/C / / TYP. ALL PORCH COLUMN CAPS \ _ \ i HSS 5X5X1/4 \ \ / �; (3) 2 X 1 �- .,•- 6 602 I' s' 41 _ _(3) 2 X 10 _ _ (3) 1.75 X 11.25 LVL I/ _K _ _ _ _ _.- - 1 - _ • • L• • _amu. (3) 1.75 X 11.75 LVL - - - - r r ��-c.-.- . < f1 11 . 11 DROPPED GIRDER HIGH P KeyPlan: n all 6X6 POST W/ SIMPSON • - _.i' !-• •_ - -''1 - - - POST CAPS I /- / I I \ AND BASE L. J O: O �' 2 - 1 �- {� I I' N ~ > > FAMILY ^ I N I N N © _ X o f r . ^ I -J -J I '7 I - J( 3 �^ r II ' 2' - 6" 3 a30 N �r X 'i' N/ ' X N 1 N 20 X C� �, co 0 i NI N �, 2 Fireplace Framing / X = ti ' , - ' to = 7-7,( 1111 x = 539 SF 'r' i x = • c, • c i 1 6X6 POST W/ SIMPSON POST CAPS 1 1 -0 (Ni I • • I II ; N I I N '-:,1-' .-:',771-1.‘1.,1-::-..-: ::-:: rill AND BASE ! 10-1.pw . in j _i i n • , . ,� ..� _ - II 11 (3) 1.75 X-11.75 LVL I _ - (_ _A • . , ,(r. _. • -, • DROPPED GIRDER (HIGH) SWit3 2 X 1 " '0 ENTRY/DINING _ _ _ _ _ _ h--- ( ) 1.75 X 11.25 LVL 19 .� '4� (3) 2 X 10 • > _ 298SF J _ •4I ti 20" DECORATIVE TUSCAN STYLE 2 COLUMN SURROUND BY HARTMAN 10 5 \ 2 X 8 CJ @ 16" 0/C \ ' X \ 3 X 10 CJ @ 16" 0/C \ SANDERS OVER 6X6 SOLID TIMBER 9 4 I i"'. \ j. •� COLUMN W/ GALV. BOLTS FOR 8 N POST ENDS SIMPSON CC COLUMN CAP TYP. 7 ` �\ ▪ "u' (3) 2X12 ALL PORCH COLUMN CAPS 6 yri�, ♦_ 4 �2 BEARING WALL o _ . V 5 _/---\ - 1 . - - iii � � ,__ 0 BEARING WALL o '' REF. REF. - • - Wall Key 3 FILING SET 7/27/15 2X10 CJ@16 O/C \ - 11 \ N ' _ - I - J r - 2 ENGIN. COMMENTS 3/09/15 - I :. % I . 1 CD SET 11/03/14 Wall above -® „ - - _ DN LT I- - - .:, ..T _ . - - ' .N.. # Revisions Date 3.5"x9.5" PSL c3 X - I o '-",•111: " - : I X _ - _ _ - - Wall to be removed i - O°'-• ^ • - : N ` � I Seal: OF NEy, I GARAGE 1 GARAGE 2 - @� I Exist. stud wall ,�v. -0NDUco 0 P"'"1.--- 26 p 25 � - 6X6 POST W/ SIMPSON POST CAPSco f I 1 F- -I 1 0 I - I. . '- AND BASE , * ; 1 w I v co r tJ•:, ,,,411, / oC X = ro stud wall /� 425 SF C7 407 SF ICNI . . .• • Prop. cJ w 2X10 CJ @ 12" O/C ow 3.5" DIAM SCH 40 LALLY = CL - - r- `(3) 2X12` - - - - - \ I STAIR - J ♦ iiiiii wmA • Prop. stud w/brick veneer ,; - ta$$ f 4" ' \ a COLUMN 22 I 0 Q I . . O J I ran".-_.,.: r('; �' J / I L L �'`fiE 1C}fid L : ` Q �� _ - - 'rill W��� A Exist. stud w/brick veneer -__..-_.El' _ _ _ _ ® _0 2X10 CJ @ 16" O/C \5.25"X9.25" PSL > \ _Z % ,' 4 1.75 X 11.75 LVL FLUSH GIRDER NOTICE:These drawings are instruments of service J ( ) and are the property of the Architect;and they are i II DN available only for review and use in accordance with this Q Notice.The designs shown and described herein, Wm i 0 0 I including all technical drawings and details thereof,are 1 oU proprietary and cannot be copied,duplicated or 2X10 CJ @ 12" 0/C \ X otherwise commercially exploited,in whole or part, 1Lo _ LI, ' ' I Wind Borne Debris Note without the expressed written permission of the \ (� , - I I I U -. Architect.All rights reserved.It is a violation of the law 11 E I r j t� O for any person,unless acting under the direction of a 11 E - KITCHEN 1. Dwellingis within wind born debris zone min. 1 min licensed architect,to alter an item in any way. Copyright PAUL PELLICANI,R.A. Ig 7 MUD 21 from mean high tide as per New York State Ip I DN609 SF MI 9 Residential Code for single family dwellings. Title: [I -a303 I 3.5"x9.5" PSL i i Nmi. N • 2. See detail sheets for wind connection requirement. 1ST FL I I CEILING � � � SF 0N ` 2X10 CJ @ 16" 0/C �\ • / - - -1- -r'l I , 'i Framing notes: \ i i i - - - - OVEN - - + _ - - _ FRAMING 1. Framing contractor is responsible to V.I.F. all PLAN N /-_-_/- / _____ / / T�-� --- � � ��`'- � „--.7.---„--. 'L , �s �. - . %����o. ;i�� .,�� 4 �,�� ,� �� ` �� , i � � �, \ dimensions prior to framing - notify G.C., owner and architect of any discrepancies immediately 2. Framing nomenclature indicates framing size & Scale As indicated direction of members above. i.e. first floor plan show Drawn by Author / i(64' - 10" second floor framing Checked by Checker Main Level Framing App. # Approver 1/4" - 1'-O" 3. 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X Tadima �_ stili it �rm1 ■ t� rmlm►� •- - -■ �•111■Inlmnimnamnam nlmnllmm111111.Inlmnmlm111■lml■1■Inlmnminll.lm111■lm1■I■lmI1I■I.1mln■m.111■Im111■lmmlmnmin■mnlmnlmnll.Inlmnlmma�.-■ ■3111-= .-■ .-- E-■ E-- E- �? w .‘,* • - 1 - �- -- _ i- - -� _ _- a t1.115 „ - - 1.1.161nnamnamna1nn111nn11■Im1■I■Im111In11n11x1In11■Inlmn■mn11■lnllsu111■I.1■1■In11n■I■�nll.loll■1..1111Im111■Inllnn■mnll.lnn■InII■Inlmnlm.��1•� - - - 0 1•� �1•� - i i"' ' 2 x 10 RR @ 16 0/6- '�- � im1m111nmm11■In■mnmlmllmnlmnmlmmll.Inst■VIII.In■mon■lnlmnlmn/l■In11■In11■Inmin■I.1..11■I 1111■Im11■In11.ln��E�E�'C°E�=°E�CEC°E=ECE■Cc•.- hmEs..non■ln■mnlmnm1IIU1■mlimnmnn■mIII1■InmI.III■III■1■uIllm onnsu■InUmnsmmln■lnlmnlmn■ EXTEND OVERLAY RIDGE &II■Inl1Inm111■luIIl■uIk1■_=3_181=-115:-ESI-eUE3_112 `, . �, .6r ., - r�,l.rmmm�C `■�Ep ��_ �! �� ■■-•n■mon■1■ImIImn11■In11■1.11■I nlmn.Imn11■InImnII.Im1n■lmin■In11.11m11■I.III■n111■Im111■Im1■t■1.111■m11■u1 Illnnnnnminlmm�C ECC�■CC ■i6- ■i=/■-=■e 02'1, �' _, , �7i1111Ir.rr. a ■ o no -1 i■•m.m■1■1u1■1■IIInm111■lnlm '(j nnmIII■I■101I1■IIln.Inn■IUII■In■mon■mnII■1nI1■IIIIl■In1111111■1n■mnml CONNECT (LOW) TO MAI N 1111111. 11■Inlmn■mn.■E- �■C / -C -C --C■:-C .\ :;-.:(--;1:::-E-7,-;--16-‘4- `M ._m_,a 3� lum111r� - g' ■- -■ tim■mnminlmnImnIIIn - I.InI1■I.L11.1m11mn■I■1■m■In1mnlmnminn■1nn.ln.t■Inlmnlmn■mm1U■I 111■In11■In11■InImnlmn►:-Ca,■--a.:�C/:�e�1�=C ■-Ca: %'r p� " �a'c'''''''''''' ,i11■I■Ir! - _ ■_- �e =-E■�' nminama nImn■mn 0 IImn111nnlmn■mn1m111mm111■IIImnit.u111■1.I■I■u11m111mnlmnlmn RIDGE�n11■lnlmnlml■III j11mm�nit.lm111■1m111■111-,■■-e■:-e/:-e/-i6-/�-a/�• 5 ►� y !11111■1.151I :IiIII1Iiii! ill I n■1■1111I1111■In 11n11■ln = 1111■Inumn1l1n11mnm1nm111I1■1n■mn11■I1III■IuIII■IIII1■Imllt■II1I1nn■I.III m11.1m111■I.111■Im111■In11■Intl.lnl� ln11■I.m11In■mn11,;,e■:C=■:-e ■-e■:-=/:�rI�' • nal.11ln■1IIIInnamnam�I ,� nminatnnamnlmnsa1 nminamnlmnalmnmin U111 c}'nl1lnn■Innln�I1nn■Inal■In g Imo■InIm1111■In11■In11■Inminlmnll■In■mnlmnminminu■1.11■1011■I.1■1■Iminnmmumm111■In■m.1■t■Immo■In11■lnrmmmll■In11■In11■In11■In11►a1-n -e ENOTICE:These drawings are instruments of service Q II■1 II■1 II■ 111■Im11mn11.1 II.111■1■1■1■Im111■Imin.Im111■1.111■Imllmn■1■Inmlm111■1n11■In11■In11■In■t■Inminll.loll.In■I■InI1.In11■In11■1m111.1m111.InII•In11■Im111■11111■ImL11■Im1■I►Ei_/■--�Ei_ EC_ and are the ro rf of the Architect and the are tc nlmn1mnm1n11■In11mn1Ip Y YOnamnamminnm11mm111■InmIm11available only for review and use in accordance with this amn■mnnnnml.IImnal■Inamn . Notice.The des: ns shown and described herein, jIIiiiiIk ni 1 6., namnlmnalnnalmnamn■..nam X nn11■11111■Imlmin■I.Ina1■1.111nm111■In■mn11■1m11mns■In11■In11■In■mn11■In11■1n11■In11■In11■In11■11111■Im111.1..111■In11■1.l■I■I.III.Im111.InII.In11■I.111m�C- Ea- ... g _ includin all technical drawn sand detailsthereof,are 11nn11nn■mnlmnlmnamnllnmE eEa gg1.11111■111■In■I■Inn■Im1I1■IIII1■InU1■IIIU1■1■ m. proprietary and cannot be copied,duplicated or 11■Immo.■1n11■In111■Imllmn1111n11■1n11■1 n■1■In1I1■I■III■In11■Inml.1110■lml■mnmin■mn11■11111nonm1►■In11■In11■In11■Im1n■lnU■lm1■I■I.m111■I.111■I.1■1■Im111■ln1q�■1..111■Ill■I■1.1■1■In11■n111■l■11mmninmacC E-C lotherwise commercially exploited,in whole or part, -■ � ntl.lm111nn■t111111■1U11■In■mn11.InImn11■11111 INlnn61■Im1■moll.In11■lnmlmm1111n11■In■1■Inmlmin■1mm11■Im11111m1Imn11■In11■1.11■Imm1mn11■In11■In■mnminll■1mm11■In11■1.111nmIIt■Immminll.lmmll■Im111■In■1.f.-C/E-6-/E- without the expressed written permission of the 7 ;-AflUIfl11U1111III'." flm11flmum".".'flm11uI'.I' ! �iuInml■II•I111I�■ 1m . 11l � m11. . nmnl1■l 11111 II �nIII111111 rt1■In■t■In111Inm1 C Architect.All rights reserved.It isa violation of the law ■IUI1■IIIImmII1■101■11InI1■In■mn■1In1mn11mn11■Inlm n►,1■Inllmn11mn11■Inmlm111■1m11mnit■1.111■In11■Im111■Im11mn11■In■1■In■mmunnminn■lnu■In■....1111ImmII■Imlmlnsl■In11■umminll■In11■Inminn■1n11■In11■1:!:-■ : for any person,unless acting under the direction of a rAnImnlmnal■10111■Im1a1■InI1■InhI■ImmmuIIn■lnit.Inmmnm�nn■Im1■Inm111■In11■lnlmnll■In11■In11■InImn11■Im111■Imlll.l■110.In■1■Immlmnll■lnn.Inlmnlmnll■Inll.lnn■Inn■In■mnlmnll■In11■1n11■lnn■In■mn■mn11■1.=. _ Y aY. licensed architect,to alter an item in an wsonmmnnamnminalmm111 1111111.Inn.lm anti■mnaimaimun1l.nmaminamnll■1na Ina■Intl m mmonn■min11■1m111■:nisi ■coni ..111■Im111■Im111■Im111nm111■lnmaiminu■Ilnm naming Inn■miam Iltnnll■In11■unlm�_e Copyright PAUL PELLICANI,R.A. -E��Imlamnamn1l■In■mUUamna rnamnamn/1.11tlalnn■mnamnamn■Inn■1■Imm111■Inmansomlamnamnlmnamnlmnminal■lnal�r'1111■Iamonammusl■Im1a1■Im1a1■Inasin11■I■1 an III■.nal■111a111m111nnm11111■Im111■Inamnamn■1■n• •_d I x..1111..III■Im1n■ namin■mnmin■mn■mn■mnamnamnam■mllnnll■monnamnamnsmanmin■imam■Imlamm1110■In■..1111..■Inamnamnamn■mnminlmmmamnallnnammlaminamnamnamnstau a1■In11 e.aInal.lmllmnlmnll■lm11x11■Im111■VIII.In11■Imlminatnnamnamn■1■I■111■11111nnamnamnammlamnlmn■mnmlm11x11■1m1x11Im1■1.I.1■I■In■1■Inminal.lmlmlm11x11■Imllmnmlmmalnmlamnamnlmnammlammlamnamnamnlmnlmn�mn�m�.= Title: - ` : ROOF _ • • • • • . OVER FRAME THIS PORTION __ FRAMING - - - - ' =; ' • . ' ` 1113 I - . ; 1111 , :. - ; : . 31 ,13 :, . .,-• . , r . � - I -• ` . - . _ ' - .•,_. -,- j •; , ,- _' •_' '- _ ; ,_ • Scale 1/4„ _ 1 0,. CODraROOF FRAMING wn by Author CO 1/4" = 1'-0" Checked by Checker App. # Approver Job # Drawing # Project Number 6-s603 architect's Framing Detail for Hurricane Ties and Nailing ScheduleType � * All load paths from foundation to roof are continuous and at every wall stud * �. Location — L All model numbers specified herein refer to Simpson Strong Tie products, each of the connections shown relfect shingles _ _ typical conditions and are only applicable wherever necessary and Spacing 'halt •• ' ' " ' ' shingle, ' " ' ' strip • • - • • • - • Paul Pellicani CS20 - 6-8D 4-1/2"� THRU BO. 1111 III sr;� � Roof rafter to ridge � AIA � NCARB � LEED AP in each connection (2) HD' A - 2-3/4".AMM W/ 5/" 1100 Avalon Square, suite 1209 / 1: A`fR min 5 2" embedment set 0Roof rafter to ridge beam or ledger • • . • • - - • Glen Cove, NY !2�" i 41111 �,�� acryli tie adhesive Roof rafter to side of stud or roof rafter (1) 1/4x3 1/2 Wood screws per foot of roof span Phone - (516) 609-3410 ' �' I I � � Roof rafter or ceiling joist to top plate (3}16 D Fax - (516) 609-3411 ,,.`�, ��, ,,,, ';--.2.0- 4 . I CT at every RR w/o CJ at every RR (12) 1/4x 3 Wood Screws www.architectsloft.com 444.„ ♦,`...."••w 4TH ��;,' ' �,--'' 1 ; I CJ to RR w/o CT @ every RR (6) 1/4x 3 Wood Screws i ii,,, it `:�. i 44Idefr a „/ - Top plate to top plate (2) 16 D @12"oc / 6"oc For Laps`\�s -'' � "�; �z •;,:-' '� �� ,;t ✓ Top plate to top plate @corners (4) 16 D il il Skuludis -*` ; 2-3/4" thru b• Its ' ' '? I1\,, Top or bottom plate to stud 2-16 D Residence ` ''� CC IP 16-SDS 1,4x2 1/2 � ✓ Bottom plate to joist 2-16 D fa eners to beam 71! .1,4' I�\,� Stud to stud ©24"oc 2-16 D 4.4F anc •r bolts min 5 1/2" 5 1 • -SDS1/4x2 1 J2 ► II `� ► „ Double RR, beams, & headers 16D 16 oc around perimeter Proposed Single emb-dm:nt sets ► @ p p g in a• !i- tie adhesiveasteners to post �1\` Joist to sill, toplate, or girder 4-16 D FamilyDwelling 40. ry � p g ►N, - . Ledger to beam or studs 3-16 D i Ridge tension straps Exterior steel !ally column connectors Exterior wood post con ectors O �l Joist on ledger to beam or studs 3-16 D © a Q p ��1�� 625 Cedar Dr. S Lallycolumn caps bases to be engineer-4 5/8" '` � p g STRR W/ MIN 5 1/2" a `'`� Band joist to joist 3-16 D HTS20 - 12-10 i to resist an uplift of 8000 lbs per connectio �� Southold, NY 11939 embedment into foundation i i Band joist to top plate 2-16 D 1 in each connection this detail is therefore subject to change with acrylic tie adhesive, �1 y Sheathing / sub-flooring @12"o.c. Field 8 D ©6"oc Edge Structural Engineer: • 'vide double rods around all • •enin s, 5/8 threaded ' ;; Header to studs 4-16 D g — Katia Duque ro• • •t . •vided by Simpson �i Blocking 2-16 D 77 Walnut Rd I Sheetrock 5 D Coolers ©7"oc Edge @10" Field Glen Cove, NY 11542 Ogi—"Na*:. '' : nnnnnPhone - (516) 676-1246 iiAnchor bolts (crawlspace or basement) 5/8 dia @72 oc(1 Story) @36 oc(2 Story) @23 oc(3 Story) 5/8 dia Anchor bolts (slab on grade) 5/8"dia 40"oc (110 mph zones) 33"oc (120 mph zones) 5/8"dia �-�r1 0 Tie rods - : • ., I '��rTie rods - can be used in lieu of C,E,K,I,J,& �� ���, anchor bolts may be reduced to 5/8"dia. ► 4°11 °.1111111111111*(' � 11 �_ ►� _ L2 Min �',/ I � ; Section of existing roof system 111 ��, ff / . S20 - 8-8D • to be removed Civil Engineer: ���� ' / -ach connecti• -iiPei \ ` , %I i 1 . v 7 I I I 1 /� 110 / ii °101°I.111111.4 tit 70. 4 r / \ Fascia .•• .•• Roof rafter to top plate mil, ,11► , ♦ �. (� , .••.•• .•• • .•• Existing roof L1 - 2 1r64;k1% / / �� 4.. •. ..• .• s stem to remain / Landsca e: ,r ,� �. / y ,r pC ma be omitted if HTS20 stra s I , ;01.4 Look out rafters 16 o.c. 0 are connected direct) to stu I iii 4 , Double roof raftc ch existin sizes y ds Remove existing mat g �i ' � � �/ rafters as necessary Continuous vented overhang - � ' � � Ir� 4iII CS208-8D I ' heade in line with one 'a k 1144 � � ' J Toe nail with a� in each connection llIN pe I ' 1 \ Ililyill , �� stulow 4 16D nails Existing exterior wall " • O Rake overhang detail 2111 Interiors: 4 - When L1 is 12" or less look out blocking can be used ifoit 411 ::.; \ •• ... ... / ... ... oi, '� Attach to side of RR or wall r ��"�� stud using one 1/4 x 3 1/2 �' '� , carriage bolt per foot of roof ..•.•.ILIOne str.p per jack stud span to prevent uplift Key Plan: 0► ...o : for 3' to headers dbl jack 40' studs for or more trpl jack IN ' ' r Remove sheathing of existing U tuds , roof to reveal existing roof rafters gi 1, - 1 % Total span of roof rafters • 0 Top plate to stud t 7 © Header uplift connection / 11111 , -- / 010 �14 MTS12 - 14-10D / '4.41101 ,, in each connection li she.\ .70k 0.� ��.c1a W 41:1 1 0 __ ISSIO°. 4,0 `�� New • r. k., 411 11 kr4r4P , . : 1 - _ „ 1 ....„ ..... ,, 1 ,. ., .... ...i -. %4% ,,,, . I 7 ... -. . — ii *itsi * .' 4, 1 0 , . . . — _ 6 414 %OP I :••••., I I iliS II 1 , 10 ,, PHDS-SDS3 - 14-SDS1/4x3 to studs w/ 5/8' ` ; ; �, © Shed roof connection to existing roof or wall stud 4 Ji . ATR min 5 1/2" embedment set in acyl is tie a 3 FILING SET 727115 'i adhesive into foundation or 5/8 thru bolt to t• • i� Use the same connection method for jack rafters ,�.� ,- - {� connecting to hips and valleys 2 ENGIN. COMMENTS 3/09/15 �„ 1 , plates of floor below w/ 3" sq washer • 14400. 1 CD SET 11/03/14 ► - Flitch Plate Detail # Revisions Date iiiiiiiii... 1 1 II (2) Beams + (3) Beams + (4) Beams + Seal: 4�OF rs� II ram zi mg --k1.--- 20ga flush mounted hangers for joists steel plate steel plates steel plate �,�P`, :c► DUQG�Qki HW 11 ga or HU 12ga (when HW is not . �� .�� �� .�� � r-* ' ;;A, O Anchoring of wall opening -� - , u' qty - w i, 0 Plates to floor joists for cantilevers t PHD5-SDS3 - 14 • available) for dbl joists w/o flitch plate SDS1/4x3 to studs Pad side of beam to attach �_ -- — NMI NM MIs_ ' .12 :a a: :as s: ;SI SS. ate; is �_ CS20 - 8-8D HHB or HGLT 7ga for all other beams sheetrock if required sm� �� ��_ (I",, /,C,' ,�, in each connection �y ��IIyy ' c .._. •<Fs q Eh Gm= no orar,==� r a�yfl .-•' '� Use 5/8 .J thru bolt :� ° 1--r 1/2"dia thru bolts ,� �� "`''k--o to PHDS-SDS3 to `` =° corner ost below ..p4 NOTICE:These drawings are instruments of service i Wood members (see plans and are the property of the Architect;and they are (3) Beams + (4) Beams + (2) Sistering to existing available only for review and use in accordance with this for sizes) Notice.The designs shown and described herein, `� J op •• • (2) steel plates steel plates with (2) plates including all technical drawings and details thereof,are `II �� •• • • Steel late toequal depth Of otheproprwise commercand iatlyot bexploited,ie copied, nwhole eor part, ), • , ' :a :a �' a� S � d or without the expressed written permission of the A. adjacent beams (see plans for MN Architect.All rights reserved.It is a violation of the law .•• -* i • M M I M - for any person,unless acting under the direction of a I sizes) :� a �: -.� �� ,�. : licensed architect,to alter an item in anyway. • •• � � �� �� �� m 6-;� � Copyright PAUL PELLICANI,R.A. :: I I moi' /moi �..� . .: f<, a�' ,-' jr4 4 %* , • • :• Sections Title: - ii ` • Various Conditions Shown i � �I FRAMING i II • II �"'� ;-'' PLTP4 • 16"o.c. - 6-8I • • , • 8"oc 8"oc 8"oc 8"oc• DETAILS .. :.. \I\ in e. ch connection N / / / / When studs are MTS16 @16"o.c. - 7-10D \ 0 0 0 aligned use 12" nails in each end \ 0 0 0 / © Wall stud to band joist continuous straps 0 Corner, end wall, and post © Corner anchoring to foundation 0 Sill plate to band joist J P 0Joist hanger connections 'Z" Scale anchorin from floor to floor g from stud to stud g Use 5/8 ATR anchor bolt N '�'/ Elevation Drawn by Author min 5 1/2" embedment set in acrylic tie adhesive Checked by Checker App. # Approver Job # Drawing # Project Number 6-s604 i Design Criteria Reference Standards architecVs The following specifications are the standard values of this office, each of these values meets or exceeds the requirements of the nys residential building code, prescribed for the project herein. Wind Speed Door and window loads asper Table R301 .2 2 & All information and specifications shown within these Winter Design Summer Design Coincident Wet Heating Seismic Ground Frost Weathering Termite Decay Exposure Windborne Flood O (3) I1\ documents reflect normal buildingpractices and Location DryBulb Temp. DryBulb Temp. Bulb Temp. Deg. Zone (R/C) (3 second gust fastest Design Cat. Snow Load Line Damage Damage Damage Category Uplift Loads Debris Zone ZoneL Daysmile) g g g g g ry DP Ratings Window Impact Resistance Skylight Impact Resistance . : [py_i__-. references the following publications: n -Building code of New York State 2010ed Nassau 13 deg. 89 deg. 73 deg. 4910 120 mph 100 mph Varies, see -Residential code of New York State 2010ed Moderate Slight to American Forest and -Fire code of New York State 2010ed Paul Pellicani Suffolk 4/11 b 110 mph 90 mph C 20 lbs/sqft 3'-0" to 4'-0" Severe g C Yes FEMA X +50/-65 9 lbs. @ 34 mph 9 lbs. @ 34 mph NCARB LEED AP -American Forest and Paper Association Wood Frame 11 deg. 83 deg. 74 deg. 5750 to Heavy Moderate Paper Wood Frame AIA l 1100 Avalon Square, Suite 1209 Manual Construction Manual for one and two family dwellings * Eastern Suffolk 120 mph 100 mph Glen Cove, NY 11542 -Energy Conservation Construction Code 2010ed * 120 MPH wind zone, these locations include: The Towns of East Hampton, Shelter Island, Southhampton, Southhold, and The Villages of Dering Harbor, East Hampton, Green Port, North Haven, Quogue, Sag Harbor, Southampton, Southold, West Hampton Beach Phone - (516) 609-3410 Fax - (516) 609-3411 www.architectsloft.com Load Tables Live Load Dead Load Skuludis Foundations and Footings: Structural Steel: Framing Notes: (continued) Roofs 20 lbs per sqft 15 lbs per sqft Uncovered decks / balconies 60 lbsper sqft 15 lbsper sqft Residence 1 . Foundations and footings shall comply with the minimum requirements set forth by The 1. Structural steel shall comply with the minimum requirements set forth by The Building Code of 21 . Provide "Cats" at all exterior and bearing walls and all walls over 8 feet high. All framing q q Residential Code of New York State, chapter 4 (including, but not limited to reinforcing, New York State, chapter 22, unless otherwise noted. having an unsupported height of more than 10'-0" is to have stud bridging (otherwise be braced in Ceilings w/o attic 10 lbsper sqft 10 lbsper sqft etc.) unless otherwise noted. an approved manner at intervals not exceeding 8'-)". No wall studs may be longer than 11'-2". g q q 2. all structural steel shall be ASTM A36 and conform to the recommendations of the American Single Proposed Sin Ceilings with attic 20 lbs per sqft10 lbs per sqft p g 2. Footings shall bear on acceptable undisturbed soil with a minimum 3'-0" below Institute of Steel Construction (AISC). Steel tubes shall be ASTM A500 Grade B. 22. Double full studs to be sistered to jack studs around openings in exterior walls and bearing Family 35 lbs er sqtt if grade having a minimum bearing capacity of one ton per square foot general partitions. All headers under 3'-0" to have single jack studs, under 8 feet double jack Floors 40 lbs per sqft c q Dwelling contractor shall verify in field. 3. All connections shall be made with 3/4" diameter common bolts or welds by a qualified welder studs, 8 feet and over to have triple jack studs. ceramic theI using E-70XX electrodes. Stairs 40 lbs per sqft 15 lbs per sqft 625 Cedar Dr. S 3. Excavate and back fill in a manner and sequence that will provide proper drainage at 23. Headers over 6'-0" in length as well as ANY headers with beams, girders, or pos bearing on all times. 4. Anchor pipe columns to foundations with two 3/4" diameter bolts embedded 1'-4" minimum into them, shall be brought to the attention of the architect to determine thappropriate size and Railings 200 lat and vert Southold, NY 11939 concrete. Use steel shims and non shrink grout to adjust height. strength. 4. Hand trim foundation excavations to final grade just before concrete is placed and Structural Engineer: compacted with a hand operated plate type compactor. Masonry: 24. Studs to align with roof rafters wherever possible. Notching and Drilling Detail for Wood Frame Members Katia Duque S. Fill material to be acceptable sand, gravel or combination of both which may 1. Masonry veneer to be anchored to framing with 22 guage, 7/8" wide corrosion resistant 25. 2x4 collar ties to be provided at every roof rafter. . 77 Walnut Rd contain small amounts of stones or pebbles over one inch in largest dimension, but metal ties 16" O.C. vertically and horizontally. Glen Cove, NY 11542 none over two inches, but does not contain clay, loam, organic material, debris, and 26. Provide (3) 1 vent holes around skylights. Phone - (516) 676-1246 frozen material. 2. Provide weepholes 4'-0" O.C. and provide continuous #30 asphalt - saturated felt or 0 corrosion resistant base flashing. 27. Install shims to provide roof pitch under sheathing and perpendicular to the roof joists to 6. Moisture/condition fill material by aerating or watering and thoroughly mixing material provide for roof venting in flat roof areas. to obtain optimum moisture content permitting proper compaction. 3. Face brick at chimney to comply with ASTM C-216 O 28. Before framing stair openings verify minimum head height clearances of 7'-0". 7. Spread acceptable fill material uniformly in layers not greater than eight inches of loose 4. Mortar shall be type 'M' or 'S' thickness over entire fill area. 29. All risers to be a maximum of 8 1/4" and all treads to be a minimum of 9" in depth-losing 5. Provide all necessary accessories, reinforcement anchors, spreaders and steel angle between 3/4" and 1 1/4" projection. Risers and treads shall not deviate more thai3/8" throughout 8. --� - Civil Engineer: Use hand tampers or vibrating compactors at foundation walls, retaining walls or similar lintels for installation in masonry walls. Reinforce all doors for surface applied hardware, the entire run. Minimum width of stairs to be 36". Stud locations. Do not use large rolling equipment adjacent to foundation and retaining closers, panic devices, etc. walls. 30. All winders and spiral stairs to comply with The New York State Residential Building Code. = o �, 9. Do not back fill and compact against foundation and retaining walls until concrete has• ca- ° E 31. All handrails and guardrails shall be 36" high and must be provide around all surfaces c t, < 1/4 depth of stud reached design strength and walls are properly braced by adjacent construction or Framing Notes: which are 18" or higher than adjacent surfaces, and for all steps of 2 risers orgreater. ° o °- temporary means acceptable and approved by the architect. gP = a oC - Notches are not permitted in the same location Landscape: 1. Timber framing shall comply with the minimum requirements set forth by The Residential 32. Termite shields and sill sealer to be provided for all new foundation work. as holes 10. Compact sub grades with a vibratory roller. Construction Code of New York State, chapter 5 (Floors), chapter 6 (Wall Construction), 11 . Soil compactions and densities shall comply with the requirements of ASTM D1557 chapter 8 (Roof & Ceiling Construction), unless otherwise noted. 33. New work shall tie in and lap into existing so as to prevent leakage. -\ 4 - 5/8" min .10 Method C. Compact under slabs, foundations, and footings at one hundred percent of 2. Framing lumber shall be square edge, straight, sound, well- seasoned, maximum moisture 34. All exterior openings shall be properly flashed. < 2/5 depth of stud maximum density. Compact back fill at walls, embankments, and under paved areas at content of nineteen (19) percent at time of installation; Lumber shall bear the grade and c „ ninety percent of maximum density. trademark of the association by whose rules it is produced. Sizes indicated are nominal 35. Use waterproof membrane flashing all outside doors and windows. N 5/8 min Interiors: standard sizes. o • < 3/5 depth of stud (for double studs only) 12. Step footings where elevations change, one vertical to two horizontal. 36. Flashing to be provided at all roof penetrations, pipes, vents, skylights, chimneys and roof co N 110 3. Framing lumber shall be stress rated Doug Fir No. 2 or better with a stress rating of Fb= ventilators. Flashing to be provided at hips, ridges, valleys, changes of roof slope, gable Provide a mitt of 2" separation between holes 13. Contractor shall provide all required expansion joints & insulation. 975 PSI and shear value of Fv=90 PSI. ends and top of foundation walls. All roof intersections to have flashing to extend 8" in = and notches from eachother and from the ends each direction. All flashing to be aluminum unless otherwise noted. of members 14. Details and general provisions for concrete construction shall conform to the 4. Provide double floor joists under all parallel partitions over 6'-0" in length. requirements of the latest A.C.I. building code and manual A.C.I. 315. 37. All interior leaders are to have 1/2" foam sound insulation. Plate Key Plan: 15. Waterproof walls of excavated areas with 2 coats asphaltic base. 5. Provide solid bridging between joists at 6'-0" O.C. maximum. 38. Insulation shall be fiberglass batts -- foil one side, unless otherwise noted, thickness as Exterior and Bearing Walls 6. All plates in contact with foundation walls to be ACQ pressure treated and have shown on drawings. Staple pads on foil over framing. 16. Unless otherwise noted, all concrete shall be on 4" sand or gravel fill with 6x6:10x10 continuous metal termite shields. Plates shall be bolted to foundations walls with WWM reinforcing. Interior slabs shall be placed on polyethylene vapor barrier. 5/8" diameter bolts at maximum 23" o.c. and maximum 1"-0" from each end of each 39. Unless otherwise noted, provide the following: plate. Bolts must be embedded a minimum of 7" into foundation walls. Force mortar into a. Double header joists and trimmers at all floor openings. 1/3 of span\no notches or 17. Provide 1/2" expansion joint material in & between all concrete slabs and abuting the joint between sill bottom and top of foundation. b. All headers as follows. Unless otherwise noted (u.o.n.) x<4'-0" 2-2x8, x<5'-0" 2- holes permitted concrete or masonry walls occuring in exterior or unheated areas as required. 2x10, x<6'-0" 2-2x12 / 1/3 of span 1/3 of span / 7. All subflooring, wall and roof sheathing shall be exterior grade cdx plywood. Subflooring c. All interior walls and ceilings are to be covered with gypsum board (1/2"), with metal < 1/3 depth of joist Reinforced Concrete: - 3/4" T&G glued & screwed, wall sheathing - 1/2", roof sheathing - 5/8". corner reinforcing, tape, spackle and sand 3 coats < 1/4 d pth of joist i I d. R-19 (2x6) or R-15 (2x4) batt insul. in all ext. walls and R-38 batt insul. in flat ceilings 1 . Concrete shall comply with the minimum requirements set forth by The Residential 8. All built-up wood girders and headers shall not have any split on the wide face of any adjacent to the exterior or to unheated spaces and R-21 cathedral batt insulation in all member greater than 1/2 times the wide face. cathedral ceilings Construction Code of New York State, chapter 4, unless otherwise noted. 1, 2. All concrete work shall conform to applicable recommendations of the American 9. All exposed wood for soffits, overhangs, etc. shall be approved exterior grade. (painted 40. All exterior posts, girders and joists shall be wood pressure treated in accordance with the 2" min •A - Concrete Institutes (ACI). all sides and ends) requirements of the current AWPA standards Cl and C2 for water borne preservative treatment. Z 10 All wood must be labeled certifying conformance to requirements. 2,, „„ 9 3. All concrete shall be stone concrete (3/4" coarse aggregate) having a minimum 10. All timber connections shall be made with joist hangers, framing anchors, or rafter min. ' nirf 'nirf < 1/4 depth of joist 8 anchors of minimum 18 gauge prime galvanized steel as manufactured by Simpson. 41. Wood structural members in contact with masonry or concrete must be preservative 7 strength of 4000 psi at twenty-eight days except slabs on grade which shall have a minimum strength of 3500 psi at twenty-eight days. treated in accordance with the AWPA standards Cl and C2. A bearing plate and moisture 6 11. As specified within these documents, all exterior walls will be constructed as Type I barrier shall be provided between wood members and wall. Provide a min of 2" separation < 1/6 depth of joist shear walls a defined byThe American Forest and Paper Assoc. Wood Frame between holes and notches from 5 4. Reinforcing bars shall conform to the requirements of ASTM 615 for Grade 60, be P 42. All lumber and connections shall be in accordance with the New York State Building Cand eachother and from the ends of 4 continuous and have minimum laps of forty diameters. Construction manual section 3.4.4.2.. g Notches are not permitted in 3 FILING SET 7/27/15 with the National Design Specifications for stress grade lumber and its fastening.Lumber is to be members the same location as holes 12. All exterior nailing, in exposed exterior wood, shall be aluminum or galvanized. furnished and installed, complete with all fastening, anchors, blockincbridging,saddles, hangers, Floor Joist 2 ENGIN. COMMENTS 3/09/15 5. Welded wire fabric (WWF) shall conform to the requirements of ASTM A185, flat etc., required to complete the All steel bolts & connecwood members, shall be supplied with sheets only. q P job. Pp 1 CD SET 11/03/14 13. Joists supporting parallel partitions, spaced apart to permit the passage of piping or duct and tightened against steel washers and plates. Joist hangers and connectors, steel bridging # Revisions Date 6. Concrete in foundations and slabs exposed to weather after completion of the work, are to be blocked at maximum 16" intervals on bearing partitions and 32" intervals special connecting wood members, shall be supplied with and tightened against steel washers project shall contain fivepercent +/-1% byvolume of entrained air asper ASTM on non bearingpartitions. and plates. Joist hangers and connectors, steel bridging special connections and hardware, 1/3 of holesspapermitted notches or Seal: ,�� OF r� ley`��, C231 . ( ) must be installed in accordance with The New York State Building Code requirements. permitted 0.�P'r',��AcuQ& YCaC. / 1/3 of span 1/3 of span * ,/ #-, F -i'`,+ 14. Provide fire stopping as required in compliance with The Fire Code of New York State. < 1/3 depth of joist r- ' Irl 7. Slump shall be four inches and all concrete shall be consolidated by adequate 43. Provide double joists and headers at water closet drainbeds, and all bath tubs arshowers 15. Provide double oists or full width solid blockin under ALL osts around all and mechanical openings 2'-0" or more in width. < 1/4 d pth of joist i i ', # _;+' . vibrators. 1 9 posts, partitions, �a`� �. �`� openings, skylights, bathtubs and heavy appliances or fixtures. ,0a/ ,��.,1aa ,��� 8. Keep concrete surfaces not covered by forms protected from loss of surface Essiol 16. Microlam beams, designated with an "ML" or "LVL" notation, shall have a minimum width �G moisture for not less than seven days. of 1 3/4" per member, with a minimum flexural stress of 2800 PSI. T 2" min NOTICE:These drawings are instruments of service 9. Slabs on grade shall be placed in sections not exceeding nine hundred square feel „ ► and are the property of the Architect;and they are 17. Double beams, of standard lumber, shall be nailed together with 16d nails n16 O.C. available only for review and use in accordancewith this with thirty foot maximum side length. All concrete slabs shall have steel trowelledg v Notice.The designs shown and described herein. finish unless otherwise noted, and shall be reinforced with 6x6-10110 WWf located around perimeter of beam, provide min of 2" clearance to edges. Triple beams to be nailed 2" 2 including all technical drawings and details thereof,are /min /�i� r�ir� < 1/4 depth of joist proprietary and cannot be copied,duplicated or one inch from the top surface. together from both sides. All other beams to be thru bolted with the same pattern. otherwise commercially exploited,in whole or part, without the expressed written permission of the Architect.All rights reserved.It is a violation of the law 18. Where joist hangers and other steel frame carriers are indicated, contractor toprovide for any person,unless acting under the direction of a 10. New forms shall be used for all foundation walls. Provide a min of 2" separation < 1/3 depth of joist (CopyrigarchitPAUL PELLICANIr,any way. RA. and utilize the proper smooth shank and/or annular ring nails as recommend by the between holes and notches from 11 . All exposed concrete block walls shall be primed and painted with a masonry paint hanger manufacturer, to insure the appropriate shear and withdrawal capacity of the eachother and from the ends of Notches are not permitted in Title: fasteners. so as to cover the wall area uniformly. The finish shall not have "dull" or "thin" members the same location as holes spots. Color as selected by owner. GENERAL 19. Provide a min or 2" clearance around fire places for combustible framing. - Rafter/Ceiling Joist NOTES 20. Double plates and sills shall be lapped at a min of 1/4 of the total length of the wall. Scale Drawn by ' Author C.) DETAIL @ NOTCHED FRAMING Checked by Checker ' N.T.S App. # Approver Job # Drawing # Project Number 6-s605