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HomeMy WebLinkAbout38568-Z VV ~ l DAA A B G D a` E F G H DiGiovanni & Associates Architects I I I I I 26 preston avenue sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759.7138 0.. I I 13-130 ~s~EP~o oy .n I JQ N N 1 ~ Q~ J~O P'tb., n TmCi aP "~v2 ~ a ry I N pVJ t iYP )IA FIRE EMINfiNSXLR O O I I I I ~ ~ I I S SLED O S a - - - -I - - - - _ 4EXLT EipT0 4 Q I!j r p b 101_0° n I I I I cl NP. TYR PITLH 5LAB Gn- mY 3 ~ I m AI RECYCLINS 6 I TRANSFER CENTER ry I. Z6-b" 1 I i (NON /HGEnAnTED) 31=51/500 = gap 12 12 12 _ - LAB _ -lEx LT V - - - - - - - - - 2 (TYPJ ELEG KATE R ROOM =004 ROOM 4 I 10'-0' Q / I I I LT 10 X14 EX h I 198'-g" LUNLH ROOM 701 T i - SP r - - EX LT - - - - L o l 8 e T T01 T ryl SM ° © OFM O CONFERENCE FFIL ROOM IE4lA00 2IMIA00 7p f b REV 1 5 1 0 N 5 THESE BANS ARE AN INSTRRENT OF 5ERVIOE AND ARE THE PROPERTY OF THE ARONITEOT. WRINSEMM KILL BE PR05EOUTED. E OONTRAOTOR SHN.L VERIFY ALL FIELD WDITION5 AND aosdno~ DIHEN505 AND 51ALL BE RE5PON51BLE FOR FIELD FIT e II E%LT 'W AND aWITITY OF VM NO ALLONW CE SHALL BE MADE V ON THE BEHALF OF THE OONTRAOTOR FOR ANY ERROR OR %L~T wIN KY Ll6 E4q ?8 NEBLEOT ON HI5 PMT. ? ALL IT LIWW m ^ TYM AFIRE EXTINfM51RR EX LT o_ Op N r 'ry O lip Peconic 4 O Q a © © -Q -Q ~ -25'-0' 6' O' 1Z'-Q" -Q" IX00'-Q' Recycling NOTE: m v EG. EO. 3'-p.. ._0. _0 .p I6'-0' V W 560 Commerce Drive 1. OFFICE WAC TO BE GAS FIRED SFLIT SYSTEM - TO BE FILED UNDER 261-0' Cutchogue, NY SEPARATE APPLICATION 2. BUILDING IS 100% 5PRINKLERED - TO BE FILED UNDER SEPARATE APPLICATION 3. FIRE ALARM 5Y5TEM SHALL BE INSTALLED Ist FLOOR AS REGUIRED BY NYS BUILDING CODE TO BE av FILED SEPARATELY ~ I a ^ / PLANS A-2 FIRST FLOOR PLAN A-I 3/32" I'-O" /v ` FNOTEED) 2 OF 10 6 ~er JB ame w w 00 qI BI D 0 0 R 5 G H E D U L E DAA i DOOR SIZE THK D 0 0 R FRAME SADDLE DOOR STOP RATING REMARKS 0 26' 6" TA6 DOOR 51i TYPE MAT'L HOW DOOR HAf ~R HARDWARE DiGiovanni & 1 I6'-0" X I. 161-01, X 181-0" A MTL MTL ELECTRIC OPERATED ROLL LP DOOR - PROVIDE WEATHER 5TRIPPIN6 Associates 22'-0° X-26-011 A MTL MTL ELECTRIC OPERATED ROLL UP DOOR - PROVIDE WEATHER STRIPPING I.I' Architects Ia la .2 22'-0" X- H YEREO HARDWARE - ENTRY YV KEY ONLY, IN51DE ALWAYS UNLOCKED. 22'-0" X.22'-O" A MTL MTL ELECTRIC OPERATED ROLL UP DOOR - PROVIDE WEATHER STRIPPING TYPE I: PROVIDE LEVERED DI TYPE 2: PROVIDE LEVERED HA A'RDIN W E~~VERED HARDWARE, LOCK 4 UNLOCK BY KEY FROM EITHER 51DE. @ 22'-0" X - 4 3'-0" X l' 5'-0" X 11-0" 13/4 B H.M. H.M. ALUM. 2 PROVIDE WEATHER STRIPPING d CL05ER5 N5I0E ALWAY5 LOCKED gAY5 LOGKED 26 preston avenue m - 5 3'-0" X l' 3'-0° X 11-0" 1 3/4 C 5C WD H.M. 2 • TYPE 3: LEVERED LATGHIN6 HAPOP ATGHING, HARDWARE, R)5H BUTTON LOCK IN51DE, EMER6ENGY RELEA5E OUT5IDE. sea cliff, ny 11579 = - - - - 6 31-0" X I' 31-0" X 11-0" 15/4 E 5C WD H.M. 2 • TEMPER 6LA55 51DELIOHT TYPE 4: PROVIDE LEVERED HAPON EVEREO HARDWARE - BOTH 5IDE5 ALWAYS UNLOCKED. (516) 671 - 3624 fax(516)759.7138 la EX LT l 2'-b" Xl'- 21-6" X11-0" 13/4 G 56 WD H.M. 4 TYPE 5: PROVIDE LEVERED LOGKIN EVERED LOCKING HARDWARE, 6-IO^ 12'-O" b 3'-0" X I 31-0" X 11-0" 13/4 6 56 WD H.M. 5 • LOCKED 4 UNLOCKED W < UNLOCKED W/ KEY FROM BOTH 5IDE5. q 1'-10" X 9' 11-10" X 11-0" 13/4 G 56 WD H.M. MARBLE 3 • H/C/ SADDLE ! CLOSERS TYPE b: PROVIDE ARCH. FULL5 4 G eRCH. R)LL5 4 C1_05ER5. DEADBOLT LOGKIN6 HARDWARE, 13-130 UNLOCKED W1 KEY FROM BOTH SIDES. teA a c \ v 10 3'-0" X I 31-0" X 11-0" 13/4 B H.M. H.M. 4 • PROVIDE CLOSERS LOCKED 4 UNLOCKED W k DIG/ (2) 3'-0" X 1'-0" 13/4 D ALUM. ALUM. ALUM. b LOCKER OOM I (2) 3'-0" ELECTRIC ROOM 5 RINiGLER 12 3'-0" X T 31-0" X 11-0" 13/4 B H.M. H.M. I PROVIDE CLOSERS WATER asg/pl 2'-b" X 7'-0" 13/4 B H.M. H.M. 4 • ROOM 3 2'-b" X T s9 ~oiee ar 4 3'-0" X I 3'-0" X l'-0" 1 3/4 B H.M. H.M. 5 • PROVIDE CLOSERS TF of NEW ry WINDOW 5 G H E D U L E 155J1ED OPERATION Cl MARK WIDTH WIDTH 0 HEIGHT OPERATION I 41-0" 41-0 FIXED INSULATED 6LA55 IN THERMALLY BROKEN ALUM. FRAMES J= 0.3 MAX. POSSIBLE ALTERNATE F)x,-KATER COOLER EX T 10 / 14 DOOR LOCATION O I / 4_ 4'-2' 2-0' I'-b' H.G. TOILET AS MANUF. 2'-0" x 3'-0" MIRROR BY KOHLER OR APPROVED IN 55 FRAME h _ 10 '-0° I 2'-6° 5'-O' EQUAL(TYPJ PL COUNTERTOP COUNTERTOP and 4" BAGKSPLASH wit CKSPLASH with DROP 21-0" IN LAV and LEVE -AV and LEVERED F. 1 l 0 3'4" FAUCET TO GOMI III F 3'-b" '-0' I Ill CURRENT ADA 5' JCET TO COMPLY TO GRAB 8AS - Y-0' AS MANUF. BY K ® I )V 55 GRAB - RS MENT ADA 5TANDARDS MANUF. BY KOHLER OR fv r BARS (TYPJ IL2"m 55 PROVIDE SOLID 4 APPROVED EQ. PROVED EO. LUNCH ROOM b r LET .2: ( \ m `4 3 GRAB BARS - BLOCKING (TYP) PROVIDE SOLID lYl LLM - 3b35F7160 - dANITOR5 _ TOT Q BLOCKING (TYP) H.G. TOILET AS 3p CL05ET _ MANUF.BY KOHLER o /5 PAPER OR APPROVED Z, 0 13 C O ' i ry rr Tz HOLDER EQUAL (TYPJ h ry I'-b" I'-b" S. . in nT01LETROOMPLAN nELEVATION nELEVAT10N IYl EX LT v wu¢.vreo rnwoa:: w •:w J "wweL ew=&I w-•rc wacrwm rw.er m: w• ro PJ H/C H/G TOILET PLAN 8 ELEVATIONS TOILET ~ O O NOTE: SEE H/G TOILET A-5 A-5 1/4" - 1.-0" O O O PLANS ON pW(S. A-5 FOR ry 'V v O E.F. ADDITIONAL INFORMATION KITCHENETTE v 0) Q ZL T5 / 777((( CLEAR CLEAR >R a 0 FM TEMP. TEMP. < 2 LASS GLA55 6 55 ELECTRIC PULL OPERATED b OFFI E CONFERENCE ROLL llP DOOR \ \ / / \ \ -O in I640/10 =2p ROOM ry 216sr/IOC 2p TYPE A TYPE 5 TYPE G TYPE D TYPE E i 0 ~o - G A-5 n DOOR TYPES A-5 NT5 PAINTED METAL PANELS 3V41 S/a" METAL sTLD5 O Ib" O.G. 6" METAL SIRT ON W METAL SIRT5 • /a" SYP. BD. EA. SIDE - W/ METAL LIND METAL 61RT5 • Z-O" O.G. 02'-O' O.G. (HORIZ) W PROVIDE ACCt STIC BATT. INSUL. l 5/e" SY V METAL LINER PANEL, 6" BATT. ISUL. l 5/e" GYP. BD, a METAL LINER PANEL ON INSUL o BATHROOMS. PROVIDE OFFICE SIDE. N INTERIOR M0157URE RESISTANT SYP. BD. IN BATHROOMS OF OFFICE ROt OFFICE SIDE. INSULATE TO HT. F OFFICE ROOF ONLY 4'-0' 10'-I L'-O" SAME AS o1 EXCEPT PROVIDE I REV 151 ON5 l ' o . ® b" BATT. INSTIL. A e" SYP. BD. FIXED BASE TO HAVE 5/6" DENS SLASS ON EXTEN51ON TYVEK TIE5E PLANS ARE AN WSTRMT OF SERVICE AND ARE THE HOUSE WRAP d BRICK VENEER PROPERTY OF THE ARCHITECT. PFRM6EKE ALL BE FINISH K' SALV. METAL TIES • PROSEGRED. ry i ~ 1'-4" O.G. MAX. - PROVIDE CO RMTOR SHIN.L VERIFY ALL FIELD=ITION5 AHD ry BLOGKINS AS REO'D D *740%AND SHIALL BE RESPOk' ME FOR FIELD FIT AND OIUNTITY OF WORK HD ALLOWANCE S ALL BE MADE ON TIE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR W-ELECT ON M$ PART. WALL TYPES 0 A-5 NT5 (3) 5'-O' X 4'-0' INWLATED 6LA55 WINOOW5 ROOF T 3" VTR 3" VTR -----rt----------------------------------- HO. HT. 1'-0' AFF Peconic i Recycling L 2L'I_ -I-2 _T- _ _ _ o GENERAL OFFICE II 1/2" 'I I/21, II 1/2' 1 = 560 Commerce Drive o p ry AREA m EX LT 60591/100 WB SIN SS WB WB I2„ hI I/2' Cutchogue, NY =bp WG WG WG ? 3" FAI 0 - 3" FIRST FLOOR FD - uryOG ur na l N - II/2 - - PLANS EX LT with EMER6EN6 L16HTG ~1 1/ 4" 4" 4" 24' 2" " (TYP ALL EXIT LIGHT ) 2" 4 4" O m f(1 _ 'v 10 - - - - - - 4" vwre CONNECT TO 4" HOUSE TRAP SANITARY SYSTEM A5 NOTED ecw e 5 OF 8 10 A A A V PARTIAL :TIAL PLAN (2) PLUMBING RISER DIAGRAM w JB 28, A-5 1/4" a 1'-0" A-5 NTS HEe W G. DD DAA DiGiovanni & Associates Architects 26 preston avenue P E C 0 N C RECYCLING sea cliff, ny 11579 ¦ (516) 671 - 3624 fax(516) 6) 7599-71 -7138 ¦ S 7 l 1, 560 Commerce Drive Cutchogue, New Yorl ork 13-130 er. ~Ai_i 'O11i OF NE~;% 155LED N 49°12'30" E yp'I` 336.54' tu O LATI PROJECT 6 m~ - LOLATION z wrv PROPOSED ASPHALT SURFAOV wmu w'n i G* Mce~ i r o PROPO CCU ANLYOuPBUILDING Q M GON5TRUGTI EN LLAS51b - 5PRINKLERED AREA = 32,000 sQ. f!. n LOCATION PLAN w -p NT5 i U K !w 6 L f BUILDING CODE ANALYSIS U chapter, 3 - Use 4chapter, 3 - Use OccupancwclossiPicotion i 306 Industrial Group F Business B - Accessory OPfice 3062 Moderate Hazard industrial Group 5-1 100.-0.. chapter, 5 - Generolchapterr 5 - Building Height f Areas Areas 19 503 6enerrall Height l Area Ilmltotlons Table Allowable height Q bullding areas PROPOSED 503 Type 2B = IS$00 sf and2 stories ASPHALT 506 Area Mredcatlon 506.3 story SPRINKLERED BLD6 = 300% Increase 15,500(3) se 15,500(5) - 46,500 ' SURFACE Actual Max bullding area = 34,205 sP and I sty Sty 34,205 < 46,500 - TherePor OK Chapter, 6 - Tuoes of - of Construction 6022 Type 1 t II - Non-Combust,ble 0 0 Table 601 Fire Resistance Ratings 00~p00 Type IIB - 0 hour rating for all components Table 602 Fire Resistance rating Pon exterior walls based on fire Type IIB construction greater than 10' separation and lee ]sed on fire separation distance ,atlon and less than 30' = O hour rating required for F-l occupancy w 30'-0" minimum separation provided, Therefore OK ~ K f a• ~ al w ~ Chapter'1 - Fire Resistance Rated Construction PROPOSED b" HIGH '104 Exterior, walls Ion CONCRETE -104.8 Allowablle area of openings shall not exceed values per WKV (TYPICAL) table '104,5 d Values per R E V 1 5 1 0 N 5 mb ' 0 0000 Table Fire Separation Distance = Cneoter than 5' to 10' to 10' ME HIM ARE AN IN5TR@ENT OF SERVIa AND ARE TIE 704.8 Footnote g - buildings whose exterior walls are not requl resistance rating shall be permitted to have unlimited unp are not required to be fire PROPERTY OF THE ARCMIECT. INVIEEMEIM WLL BE unlimited d unprotected openings PROSECUTED v~ 30'-0" min separation - Table 602 requlned no rating the I no rating therefore unlimited unprotected openings permitted and provided. ed. CONTRACTOR SHALL VERIFY ALL FIELD COIDITIM AND '106 Fire Barriers - used for separation of single occupancy e occupancy Into H re areas DIKINSIONS AND 5HALL BE RE'SPOISOLE FOR FIELD FIT 00 o 202 Required Separations of occupancies AND GI NBTY OF HIM, NO ALLOMM SHALL BE MADE ON RE BENALF OF THE CON WTOR FOR ANY El" OR Op SATE NUMBER, SATE NUMBER-2 --2 O tble 302.3 F-I to B = 3 hrs e separated by fire barrier WISLECT ON NIB PART. QO O (50'-0" WIDE SLID 7'-0 " WIDE SLIDING 3021 Accessory Lse Areas shall not be req'dprto be separated 0 0 SATE) 6ATE) O m IF accessory area does not exceed 10% 32,000 sf(0.10) = 3200 O 2014' 2,205 < 3,200 therefore OK p O Chapter q - Fire Protections Systems Peconic Op q03 Sprinkler Systems g031.3 Croup F'-I Required IP fire area exceeds 12,000 sf Recycling CORPORATE R O A 0 Provlde,d Chapter, 10 - Means of Egress Table Maximum) Floor Area Allowance per Occupant t 560 Commerce Drive 1003111 500 9PAo6cupont - Warehouse Cutchogue, NY 100 sf/accupont - Business areas Table Egress width 10032.3 02"/occupant - 3'-0" door = 180 occupants Actual persons per 3'-0" door = 13 13 < 1801 Therefore OK 51 TE 1015.1 150' moix travel distance with a sprinkler system Actual max travel distance = 125', TherePore OK Dead ends - 20' maximum if more than one exit is L OK PLAN exit is requirejd No Dead Ends Corridors, Therefore OK 111112015 DATE A_1 ogre n SITE PLAN A5 NOTED A_0 = 30'-O.. SCALE OF b oienw+ e. JB c~cxeo sr 00 DAA D <a E F G H A B G DiGiovanni & Associates Architects I I I I I I I I 26 preston avenue sea cliff, ny 11579 -2001-o• (516) 671 - 3624 19'-5' ~8'-O" ~8b• fax(516) 759-7138 I I 13-130 ~,~EPer a °tir^' ~ I C~ I I I ° I I a 'ry s- 1/~ypJA FIRE EMIHSLT R F W, O fTYPI ry ~ I I I I I 1 9 SLE0 ° 4 -XEZ LT Ex Lr)H { _ lip 6 c D 17R rtl r & 10'-0" ry TYR TYR C PITCHSLAB ma 3 m T~pj I 1 RECYCLINS ry I 110, Q 12 12 - - - - - - - OarO ~L (Np) I I I ° LEC~TRIC WATER OCK R m .1 ROOM Y I Io-o' o L14 I I I I ry I 0° O 198'-b' .lll NLH ROOM LET ;klil -1~ 11 Ep F 13 E% LT - t - - - - r o TOILET ry I KKT OO EF p _ I I l~ILJ T$` rpm CONFERENCE OFFICE ROOM M lA00 s e,P ^ o I I I oil t ~r_ ---T--- REV 151 ON5 TIE5E FLANS ARE AN IN5TRMT OF SERME AND ARE THE I PROPERTY OF THE AROMTEOT. IFRINSEHENTS WLL BE PRO5EUM. eos.uloa I OONTIMTOR SHALL VERIFY ALL FIELD CQDITIOHS AND II T.x LT .ap DIMEN51ON5 AND SHALL BE RESPONSIBLE FOR FIELD FIT AND aMITY OF WORK. NO ALLOWANOE 5HALL BE MADE ON THE BEHALF OF THE CONTRAOIOR FOR ANY ERROR OR ry ?e NESLEOT ON HIS PART. EK Li .Ith Y LI6Xi5 SxTS m T/~Y/PpE 3A FIRE EXiLY9AE (11'P ALL li L16Ri5/ LTLT x i9P E%LT a MP) EX Li IEp I? Eq Peconic O Q © - © a © (D_ 4 Recycling I NOTE: m e EQ. EQ. 5..0. '•D D, ,-o -O-O EQ. Q. '-O' 9'-0" 1. OFFICE WAO TO BE &AS FIRED q'-O" 16'•O" H' M'•0' 6' 0" ]00'-0' 560 Commerce Drive SPLIT SYSTEM - TO BE FILED UNDER 1H'-O' Cutchogue, NY SEPARATE APPLICATION 1. BUILDING, 15 100% SPRINKLEREO - TO BE FILED UNDER SEPARATE APPLICATION 5. FIRE ALARM SYSTEM SHALL BE INSTALLED AS REQUIRED BY NY5 BUILDING CODE TO BE a a Ist FLOOR FILED SEPARATELY al^ / PLANS u DATE A-2 n FIRST FLOOR PLAN A-I 3/352" I'-O" /v A5 NOTED ecwLe -2 OF 10 o~w~ Br JB cxerxee BY 00 i DAA LEADERS 1 GUTTERS / r 1 H T,ALum. AI 61 6 4~ ONNECT TO UNDERGROUND METAL STANDING SEAM 51TE DRAINAGE SYSTEM (TYPJ DiGiovanni & METAL Associates ROOFINO G ROOFING (TYPJ I v Architects it i 111 U~ 111111111111 26 preston avenue sea cliff, ny 11579 (516) 671 -3624 METAL STANDI1,16 SEAM fax(516) 759-7138 RODFIN6 (TYP) O "m' 13-130 PEO pacH~TECT ti~ p\GIUV ry P ~r 2 r, INSULATED METAL 51DIN5 IN OFFICE 'Y AREA (TYP) r INSULATED 6LA55 IN ci I _ l~ 7"E OF ALUM. FRAMES t ? o T TO Is! FLOOR 5LAB p_ DTUM - s! FLOOR SLAB TO 1st FLOOR 5LAII _ V'S DATUM EL. ?0.0 Oi - --J L--~_--_ F---_----~--J ELECTRIC OPERATED C - v E~~[ METAL 51DIN6 METAL ROLL UP 15511ED BRICK VENEER - (ttP) EAST ELEVATION A 5/52" I'-O" DOORS (TYPJ ALUM. LEADER -ALUM. LEADERS 1 GUTTERS r ' r g , ' q' BI al y t (j F E CONNECT TO UI Y SITE DRAINAbE CONNECT TO UNDERGROUND Y Y Y SITE DRAINAGE 5Y5TEM (TYPJ METAL STANDING SEAM ROOFIN5 (TYPJ °v i i i METAL STANDING BEAM i i ROOFING (TYP) i i li m m i INSULATED METAL METAL li SIDING IN OFFICE h OFFICE h AREA (TYPJ o ej o i BRICK VENEER a_ NEER v i _ TO Is! FLOOR SLAB FLOOR SLAB D EL.+O-0 EL..O-O TO let FLOOR SLAB TT T METAL SIDING (ttFJ WEST ELEVATION 3.1 .4 2 1.7 1.3 I n n 5 42 4 3.1 Y Y METAL 51DIN6 TAIL SIDING 5 ,PJ 05v (ttFJ o05 °a I ~2 m m O O ry INSULATED 6LA55 IN 0 REV 1 5 1 0 N5 i ? ? ~ ? ~ ALUM E TO I tFLOOR SLAB THESE FLR6 ARE AN MSTKKW OF SERVILE AND ARE THE TO Is! FLOOR 5LAB p _ PROPERTY OF THE ARLMTELT. INFRM6EMENTS PULL BE D -I- -I DATUM - c-~J BRICK VENEER -~1 --J PROSMITED. ALUM. I 6LA55 LONTRAOTOR SHALL VERIFY ALL FIELD LOIDITIOHS AND - - ELELTRIO OPERATED METALSIDINO - ~ NE-ULATEOMETA -INSULATED METAL DOOR5 DIHENSM AND SHALL BE RESPONSIBLE FOR FIELD FIT AND 6VMTITY OF HORK NO ALLOPwa SHALL BE MADE METAL ROLL LP (TYFJ 0INS 51OIN6 IN OFFICE ON THE BEHALF OF THE LONTRALTOR FOR ANY ERROR OR DOORS (TYPJ 51DIN6IN IN OFFIGI AREA (NPJ IE6LMT ON HIS PART. SOUTH ELEVATION AREA (TI PJ 3 A-2 3/32" I'-O" n n 4 Peconic Y METAL 51DIN6 I I . SIDING (TYPJ Recycling a05 ° 0.5L2 560 Commerce Drive I Cutchogue, NY I I m b m ~i ELEVATIONS u DATE A-3 i TO let FLOOR 5LA13 11 l~~ 111 Hill All 111111111111 )ATUM T T 0 -O' A5 NOTED _:7:E :F ecA~e 3 OF 8 METAL SIDING -METAL SIDING ELECTRIC OPERATED D Mff J? NORTH ELEVATION (TMP) (TYP) METAL ROLL UP nroe /+w ~ GE(XGD BY DD 4 A 2 3/32" I'-O Q Q Q Q DAA No ~ I I DiGiovanni & Associates I I Architects m m 26 preston avenue i sea cliff, ny 11579 (516) 671 -3624 fax(516) 759-7138 SUI LT LP LONE SPAN TRUSS BUILT LP LONG SPAN TRUSS (TYPJ I 13-130 ~ a --,T ALUM. LEADERS & GUTTERS I ALUM. LEADERS a GUTTERS CONNECT TO UNDERGROUND BUILT LP LONO I BUILT llP LONG CONNECT TO UNDERGROUND o ,rely. SITE DRAINAGE SYSTEM (TYP.) SPAN TRU5S5 S (T (TYPJ SPAN TRUJ55 (TYPJ SITE DRAINAGE SYSTEM (TYP) > i B 6y/ ,O, i i AiF OFS- I LIN LINE OF OFFICE BE BEYOND ROOF CON5TRUCTION LINE OF OFFICE STANDING SEAM METAL ROOFING OVER 91", 1 5 5V E D BEYOND i _ - - - I V I 1n ~i DEEP "Z" FURLINS O 4'-0" O.G. ON BUILT UP fin LONG SPAN TRUSSES p O ry - . i m O m C-I COLUMN COLUMN BEYOND BEYOND 6 EXTERIOR WALL CONSTRUCTION I 'v METAL SIDING OVER W GIRTS a _'-O" O.G. W/ METAL LINER PANELS I ry I I I FOUNDATION CONSTRUCTION i COLUMN I 12" CONCRETE MAT SLAB ON 7-0" X 1'-0" BEYOND i CONCRETE PERIMETER FOOTING (SEE FOUNDATION DRAWINGS FOR ADDITIONAL I I INFORMATION) I I I I 12" MAT GONG. 12" MAT GONG. - 11AT GONG. 12'• MAT GONG. SLAB (TYP.) SLAB (TYP.) .B (TYPJ SLAB (TYPJ ,t',r,;' : I III III l 0 Oi III III-111• III III III III III=III JIII III-I11-111-111-11 1 II III III=III , zI1 III III III=III-III _111-III= rv III~-~~~-~~~-~~~- III III-III III -III III II h II II III III =III- 464"i I I=~ I= O VIII 'rv I I TIli II 11 11l 4E I 11-1 1 11-11 u l l I I Il l l l11 1 1 1 l_I a lry L-111111111-11 M 111=1 I11 I I1=1 11 I 11 II III II II111111111111111 1-111-111-111-1 o f T III-111=1 1=1 =111=111=1 I1=1 $ ~4 _ III=111=1 I_I I a l =1 1=1 III =111=1 III=1 I1= III T=1 III III II1=1 n f -1-I I- " = I 1 III III-I. 9 -III -III- 01111 I p =1 I I-~I III-III-III-IIhIIIIIII I ry L---- J L _ J L_ _i_ _ J L-11II11=111=111=111 rv -ICI FI=HI=1 H= }H~ III~I~ "rv 1~1_+H--_H 1=1 H=~- I- - - J I i I ICI 11=1 I1-I 11-I I f I f lllllllllllllIMI r FOOTING- :III- =111= _ FOOTING fFOOTIN6 BEYOND BEYOND 5EYOND SECTION A-A 2.1 no 2~8 3.7 42. V Y I I i I i i i I Lz REV 1 5 1 0 N5 2 O ROOF GON5T CF GONSTRUGTI ON NESE PLANS ARE AR R15TRRNEW OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. IWRINOEHEM WLL BE STANDING SEAM I OVER 12" DEEP ,NDIN6 SEAM METAL ROOFING FROEE{,I)fED. .R L2" DEEP "Z" PURLINS A W-O" O.G. ON BUII 7' O.G. ON BUILT LP LONG OONIMTOR SMLL VERIFY ALL FIELD C(Ti UTIOW; AND i i SPAN TRUSSES NL ~N TRUSSES W/ 12" BATT. DIKEON5 AND SIALL BE RE611MBLE FOR FIELD FIT i INSUL. (R-36) I IL. (R-38) AND OWMITY OF WORK NO ALLOWANCE SKI. BE MADE ON THE EDULF OF THE C04TWTOR FOR ANY ERROR OR I I I ' NEOLEGT ON H5 PART. I I J r EXTERIOR W? TERIOR WALL GON5TRUGTION ~ METAL SIDING OV AL 51DIN6 OVER 8" 61RT5 • 2'-O" O.G. ry ~ I I I i W 6" BATT. INSUL 5" BAIT. INSUL. TY - PROVIDE DENS IA&LAS V T peconic ~0 I SHEATHING NU TY' ACOUSTIC TILE BRICK VENEER 01 ATHIN6 WV / TYVEK STLGGO WRAP W/ THIN :K VENEER ON CEMENT 5TLIGGO FINISH ACOUSTIC TILE CEILING IN CEILING IN OVER SALV. MET, 'R GALV. METAL LATH TO 3'-0" AFF (SEE SUSPENSION COLUMN -1 1 BEYOND SUSPENSION iv ELEVATIONS) VATIONS) Recycling SYSTEM - I I SYSTEM N O 0 Q - FOUNDATION JNDATION GON5TRUGTION p O O 5" CONCRETE 5LP ,ONGRETE 5LAD ON I'-O" GONG. WALL 560 Commerce Drive - I I t Zm-O" X 1'-0" G =-O" X V-O" GONG. PERIMETER FOOTIN6 GENERAL OFF( E AREA OFFICE K KI TE I LUNCH ROOM l E TRIG ROOM (SEE FOUNDATION ' I I INFORMATION) I FOUNDATION DRAWINGS FOR ADDITIONAL Cutchogue, NY i I I;I I TO SLAB M ' -11- - 5EGTIONS = =-III-I I= - f-1I I, I, I, 1 L1-1-1-1 III III =III=~-III=? ^ IHIM, =III ll_I o? II III-. ..W.. _...-...L... 1I--- - - I I1=I I I-111-1I I~~III~I I1-111-111-1I1-I I I-111=1I1-111-1I1-1I1-1I1-1I1-ll l-ll-111-1I1-1I1-1 1-1I ° I -1LI°I11-J Jl LI-L' ~ 11-=1LI=~=ll1-11 .1-III-11I„ - - - - - - - - = - - - ~ . u ~ - -o i_. ,ITI=1I I_ I I ~ I-I ~ I-I ~ I-il I: 'I~III -IIIL - r , II m _ 11--L I 11__L I ~ , IILIIII I --"I~IIIITI~ L----~ L____J LJ -III II IIII-III-II-' 111-IIlIii Illll~llll~ L FOOTING CAT! BEYOND AS, NOTED ~~5EGTION B-B SCALE 4 OF 8 Dwuw DY JB cxeuceD er DD AI BI DAA D 0 0 R 5 G H E D U L E 2a_O" TAG DOOR SIZE THK THK D 0 0 R FRAME SADDLE DOOR STOP RATING REMARKS TYPE MAT'L HDWR DOOR HARDWARE BARE DiGiovanni & A MTL MTL ELECTRIC OPERATED ROLL llP DOOR - PROVIDE WEATHER STRIPPING Associates 1 161-0" X la'-0" P a a 2 22'-0" X 26-0" P A MTL MTL ELECTRIC OPERATED ROLL llP DOOR - PROVIDE WEATHER STRIPPING TYPE I: PROVIDE LEVERED HARDWARE -ENTRY W/ KEY ONI I•1' Architects I'FRY YV KEY ONLY, INSIDE ALWAY5 UNLOCKED. A MTL MTL ELEGTRIG OPERATED ROLL LP DOOR - PROVIDE WEATHER STRIPPING TYPE 2: PROVIDE LEVERED HARDWARE, LOCK d UNLOCK B' ,K d UNLOCK BY KEY FROM EITHER SIDE. 3 221-0" X22'-0" P 4 3'-0" X 7'-0" 15/4 E 1 3/4 B H.M. H.M. ALUM. 2 PROVIDE WEATHER STRIPPING E GL05ER5 IN5IDE ALWAY5 LOCKED 26 preston avenue in - 5 31-0" X 7'-O" 15/4 C 1 3/4 G 56 WD H.M. 2 • TYPE 3: LEVERED LATCHING HARDWARE, FU5H BUTTON LOGk 5H BUTTON LOCK INSIDE, a Y~RELEASE OUT5IDE. sea cliff, ny 11579 = - - - - - - - 6 3'-0" X 7'-01. 13/4 E v 1 3/4 E 5G WD H.M. 2 • TEMPER GLA55 51DELIGHT TYPF 4: PROVIDE LEVERED HARDWARE - BOTH 5IDE5 AL 0TH SIDES ALNLOGKEO. (516) 671 .3624 1 3/4 G 56 WD H.M. 4 TYPE 5: PROVIDE LEVERED LOGKINS HAIR fax(516) 759-7138 1a EX LT X71-0" 15/4 C M BOTH 51DE5. a 31-0" X 71-0" 13/4 C 1 3/4 G SG WD H.M. 5 • LOCKED d UNLOCKED OM BOTH 5IDE5. o q X 71-0" 13/4 C 3/4 G 5( WD H.M. MARBLE 3 • H/G/ SADDLE d CLOSERS TYPE 6: PROVIDE PULL5 I CLOSERS. DEADBOLT LO( OEADBOLT LOCKING HARDWARE, I°J-I9O o pacrllTFOT 10 31-0" X 71-0" 15/4 E 1 3/4 B H.M. H.M. 4 • PROVIDE GL05ER5 L D I UNLOCKED W) KEY FROM BOTH SIDES. M BOTH 51DE5. ~~~lovgN2 - - - - - 11 (2) 31-0" X 71-0111 3/4 C 13/4 D ALUM. ALUM. ALUM. b a Y~ ELECTRIC, ROOM 5 LOCKER OOM 12 3'-0" X T-O" 15/4 E ROOM LER e BP O 13 21-6" X 7'-0" 15/4 E 1 3/4 B H.M. H.M. I PROVIDE GL05ER5 w ~ - 1 3/4 B H.M. H.M. 4 • 14 5-0" X T-0" 13/4 E 1 3/4 B H.M. H.M. 5 • PROVIDE GLO5ER5 ATE OF h 1 , WINDOW 5 G H E D U L E I SSJJE D =_IGHT OPERATION OPERATION 7 MARK WIDTH O HEIGHT A 4'-0" 4'-O -O FIXED INSULATED GLA55 IN THERMALLY BROKEN AL . FRAMES U= 0.3 MAX. P05515LE ALTERNATE O WATER COOLER EX T 10 2 4 R LOCATION 16" 55 GRAB 2'-H" x 5'-0" MIRROR 3'-6' I'-O' IN 55 FRAME N _ - BARS (T(P) 3 6' ry 10 PL COUNTERTOP and 4" BACKSPLASH with DROP ¢ • \ O IN LAV and LEVERED TD. 55 E.F.I mss / ~ \O IS'-2" O 12'-O" 0F.c) 1 1 TOILET ~O I!2"A 55 FAUCET TO COMPLY TO fi C Q '_4 3'-6'-O' CURRENT ADA STANDARDS GRAB BARS - 2'-0' AS MANUF. BY KOHLER OR R PELLRMTOWEL o PA I \TOILETII 'I/2"9 55 PROVIDE SOLID Q APPROVED EQ. rcm DISPENSER GRAB BARS - BLOCKING (TYP) 3,- PROVIDE SOLID LUNCH ROOM ~ i- OILET_ soo ° ttj LLA - X100 - JANITOR5 , O EiF/ Fe = 5p CL 05 T = - ® H.G. TO AS MANUF. m BLOCKING (TYP) H.G. TOILET AS ® MANUF.BY KOHLER p NTER OR APPROVED 1-~ 5/5 PAP .cqv HOLDERER EQUAL (TYPJ ry ry n Q LINE OF n CLEARANCE It" 13 BY KOHLER OR APPROVED NP UROVF. ry _ 'ED ° O2-b" Z.~o- EQUAL (TYP) I' I TOILET ROOM PLAN ZOOM PLAN nELEVAT10N nELEVAT10N 4, E L E n4 ELEVATION •niV1 W" ,M1fXJlm MnALP W'. "O' ,(Wp~Rm fp:l:111W- *O' ,`~NYK~Am MMV' M W'.IW EX LT O H/G To,/[ ET rO Er PLAN 4 EvArIONS O OLE NOTE: SEE H/G TOILET 1/4" = I'-0" S c P ~Q-= O '1~' O O PLANS ON DWG. A-5 FOR Cl @ "v O E.F. O ADDITIONAL INFORMATION KITGHENETT g I I ' ° -cam Ts / 77(( CLEAR CLEAR 0 FM TEMP. TEM r LA55 / GLA55 ' 6 ELECTRIC OPERATED o OFFI E CONFERENCE ROLL UP u 1649r/10 -2p ROO 216sf/100 2p TYPE A "PE A TYPE 5 TYPE G TYPE 0 TYPE E I )R TYPES a ~s1 OR TYP I A-5 PAINTED METAL P L5 3 s/e" METAL SiTLDS m 16' O.G. 8" METAL 61RT5 0 2'-0" O.G. NT5 IV 6YP. BD. EA. 510E - •0" O.G. I 'I ON B" METAL 61RT5 W/ METAL LINER PANEL, b" BATT. (HORIZ) PROVIDE AGONISTIC BART. METAL :L, b" BATT. I METAL LINER PANEL NEL ON INSUL • BATHROOMS, PROVIDE INSUL. 8 6YP. BD, m m E TO HT. INTERIOR MOISTURE RE51STANT 6YP. BD. OFFICE SIDE. INSULATE TO HT. .Y 12'-0" IN BATHROOMS OF OFFICE ROOF ONLY SAME AS <1 EXCEPT PROVI 0 REV 1510 N5 i ® 6" BATT. INSUL, l 6YP. BD. O ~ FIXED BASE TO HAVE DENS ~ O GLASS ON EXTENSION TYVEK TIESE PLANS ARE M P STRMT OF 5ERJICE AND ARE THE PROPERTY OF TIE ARCNITECT. OFRINSEEENTS WLL BE HOUSE PV WR' AP t BRICK VENEER PIR455aIED. a i FIN15H 6ALV. METAL TIES • 1'-4" O.G. MAX. - PROVIDE ry BLOGKIN6 AS REQV CONTRACTOR SHALL VERIFY ALL FIELD COIDITUG AND phER~ril~O~ uS AND 5HALL BE RESPOIGIBLE FOR FIELD FIT AND WrvJITY OF WORK NO ALLOWANCE SHALL BE MADE ON TIE DEW OF THE CONTRACTOR FOR ANY ERROR OR NEOI.ECT ON 105 PMT, O n WALL TYPES A-9 NT5 ¢ m ROOF T 5" VTR 3_VTR__ IN51JLATED OLA55 WINOOM HD. HT. T-O' AFF _ Peconic I Recycling - I I I p GENERAL OFFICE in III 211 2.. 560 Commerce Drive o I AREA I1 1/2" 1 1/2" II 1/2" m EX LT bOSSP/100 2 WB SIN 55 AB WB I2 1 1/2" Cutchogue, NY =bp WG ~ WG WG , 5" FAI 5GHEDULE5 N FIRST FLOOR FD urinal EX LT with LICHT5 21 1/%2" 4" 4" 4" 2.. PLANS (TYP ALL]) 4' 4 4" 11/1/2013 la _ - - - - - DATE A_5 in CONNECT TO 4" HOUSE TRAP AS NOTED A A A SANITARY SYSTEM SCALE 5 OF b ORAgi BY JB IQ IQ PARTIAL PLAN _AN n PLUMBING R15ER DIAGRAM A-5 A-5 NT5 1/4" 1'-0" G~ Ep BY 00 DAA N DiGiovanni & Associates A B ~ ~ D E F G H Architects 26 preston avenue I I I I I I I sea cliff, ny 11579 (516) 671 - 3624 fax(516) 759.7138 13-130 ~Qooo~ov% I I I - I - I - P qp.~~~ O pr Y. (L Q ~,y tl~~ 1 NRIY e169v n 1 S CC~ I Srgre oe 4W I I I I I I I I ISSLED I I I I I I - - - - Ezir iexr M eWwsExcr uexr a+ 0-4 arm erc+cw(iw~ Em 4 E Li I I I I I I I I I I I I 4 I I ~Y I I ~ I I I I I I I I Y I I I El( i I ~'4- % W-0 I TIL TILE LEILINS IN SUERIDN SYSTEM. CENTER GRID IN RDDM I I I II MLM DTMERMISE NOTED - as M e ID'-0' C 4 c RE V IS IONS - - - - - - - - - - - I I I TFE5E RAIK ARE µ NSTRRENT OF SERVILE AND ARE THE PROPERTY OF TIE ARCHITELT. IHFRINSDEIRS WILL BE PROSE MI2. CONTRACTOR SHALL VERIFY ALL FIELD LOIDITIONS AW DIM MON5 AID 5HALL BE RE5IRMEILE FOR FIELD FIT I I I - AND a frITY OF WORK NO ALLOIIAWE SHALL BE MADE ON THE BEHALF OF TIE CONTRACTOR FOR ANY ERROR OR 4 NESI.ELT ON HIS PART. O EXIT LIyD~NT aN EMER6ENDY LISHi DN E XM8 DATMW WKW(TYP) LT 4 EwT LIBNT a OCROU Y LI ON BATTERY HULK LP lyp) Peconic REFLECTED CEILING LEC ING LEGEND Recycling EXMM E%RN1 O LT Exrew xretw LT JtPLT -2' x 4' RECE55ED FLLORESCEN :D FLUORESCENT LIGHT FIXTURE with ELECTRONIC BALLAST, (B, BALLAST, (3) 3/2~ WATT LAMPS and PARABOLIC LONE tABOL1C LONER (3 x 6 GRID PATTERN) 560 Commerce Drive :D FLUORESCENT LISHT FIXTURE Cutchogue, NY wlk ELECTRONIC BALLA~ C IC BALLAST, (2) 32 WATT U LAMPS and PARABLIC LONER tABLIC LONER (3 x 3 SRIO PATTERN) LIGHT ALARMS XL ED SERIES w SISN with LISHT EMITTINS DIODE LAMPS as mom?. by REFLECTED CEILING XLED SERIES with EMERSENCY BATTERY PACK W x II Ill' x-2 SIM. DIRECTIC SIM. DIRECTIONAL ARROWS per PLAN MTV i 6'-O" off PLAN EMERGENCY LIGHTS with BATT (2 or 3 HEAD 5" plan) SHTS with BATTERY BACKUP w plat REFLECTED CEILING FLAN FLAN A-b 3/32" I'-O" SPRINKI- 6RID)EPEREAD ( ECES5ED C CODE • M D (RECESSED CONCEALED CENTER 11/112013 A 6 DOE PATE ® BAYLED VW HIGH BAY FIXTVR 6H BAY FIXTURES BY RAB LISHTINS OR APPRI/V EODAL AS NOTED SCALE 6 OF b L= EXTERIOR LED WALL PACK MO WALL PACK MOUNTED 6'-0° AFF (TYP) aww By JB U EO W 00 - I I I GENERAL NOTES DAA .RTAINING TO SHEETING, BRACING, SUPPORT OF ADJOINING LOTS A B G D D ` ` E F G H I. ALL WORK PERTAINING TO 51 a AND SIDEWALKS, PLACEMENT I CS, PLACEMENT OF FOUNDATION CONCRETE ON SOIL SUBSRADE 15 D i G i ova n n i & FOOTING SCHEDULE SUBJECT TO SPECIAL INSPECT iPBOAL INSPECTION DESIGN FOR SHEETING 4 BRACING SHALL BE SOIL BEARING CAPACITY-1 TSF. DONE BY ENGINEER IN CHAD 51NEER IN CHARGE OF SPECIAL INSPECTION / PAID BY THE Associates Eml RERR. EA FIER 512E CONTRACTOR. MARK SIZE DEPTH WAY (SEE DETAILA R CE5 SHALL BE GIVEN FOR PERFORMANCE OF THE SPECIAL Architects F55 34' 4-x4 N 1. PROPER NOTI(E5 SHALL BE INSPECTIONS IN ACCORDANCE N ACCORDANCE WITH THE REOUIREMENTS OF THE NY5 BUILDING F4A 4'-0'x4'-0' 24" 5-x4 N N CODE: "BEFORE ANY WORK RE ANY WORK 15 COMMENCED ON AN ITEM OF CONSTRUCTION F5.0 5'-0101-0" -24" 5-x4 REQUIRING SPECIAL INSPECTIO INSPECTION SHALL BE NOTIFIEI =GAL INSPECTION, ALL PERSONS RESPON515LF FOR SUCH SPECIAL 26 Preston avenue IALL BE NOTIFIED IN WRITING AT LEAST 12 HOURS PRIOR TO SUCH -200'-0" COMMENCEMENT:' IT.' sea cliff, ny 11579 F8.0 b'-OND'-O" -24' 0-06 V-0- x-2"-O' 18'-O' 5. NOTICE SHALL BE PROVIDE (516) 671 - 3624 16'-0" PROPERTY OWNERS IN ACCI L BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING fax(516) 759-7138 WNER5 IN ACCORDANCE WITH THE NYS BUILDING CODE: "NO FOUNDATION OF EARTHWORK )F EARTHWORK PERMIT SHALL BE 155UED UNLESS AND UNTIL AT LEAST FIVE DAYS PRIOR WRI SAYS PRIOR WRITTEN NOTICE OF THE PERMIT APPLICATION SHALL HAVE BEEN GIVEN BY THE APF VEN BY THE APPLICANT TO THE OWNERS OF ALL ADJOINING LOTS, 3-I3O , F,rHITEC~. I-- - - - EWILDIN65 AND SERVICE F, PROPOSED FOUNDATION WORK VD SERVICE FACILITIES WHICH MAY BE AFFECTED BY THE P~OG\O\OVA UNDATION WORK OR EARTHWORK OPERATIONS." W L BE PROVIDED BY THE PROJECTS OWNER TO ADJOINING a FDA FDA \ FD.V PDA FDD FDD FDA FbD 4. NOTICE SHALL BE PROVIDE [-+•-0'I 1-+w•I I-+'-o•I l-+'-o•I I-s-o•I I PROPERTY OWNERS IN ACCOR INERS IN ACCORDANCE WITH THE NY5 BUILDING CODE, "AT LEAST n { o° tITTEN NOTICE SHALL BE GIVEN TO COMMISSIONER BEFORE THE .,e^ II I 24 HOURS WRITTEN NOTICE 5 COMMENCEMENT OF ANY WORK IT OF ANY WORK FOR WHICH A PERMIT HAS BEEN ISSUED. STATE O~2 II ' I I 5. ALL WORK PERFORMED IN U :RFORMED IN CONNECTION WITH SHEETING, BRACING, EXCAVATION ry I I I SHALL ADHERE TO THE APPI I BUILDING CODE, REGULATIONS Z TO THE APPLICABLE PROVISIONS OF THE NEW YORK STATE E, REGULATIONS OF THE NEW YORK STATE DEPARTMENT OF LABOR l 3'-0" X]'•O' LONG. PIER - SEE TAIL OPTION I iR - SEE DETAIL 5~ III AND OSHA. ISSUED (TYP. ALL C.OU MN LINES 1 ! T) ! 7) I I b. PRIOR TO COMMENCEMENT OF 5 I I AND STREETS SHALL BE V15U AMENCEMENT OF MASS EXCAVATION, THE ADJOINING PROPERTIES, II MARKED WITH PERMANENT I SHALL BE VISUALLY SURVEYED BY THE CONTRACTOR, 9JITA13LY I PERMANENT MONITORING POINTS TO BE MEASURED DURING CONSTRUCTION FOR THE PURI I FOR THE PURPOSES OF DETERMINING CONSTRUCTION-RELATED EFFECTS. REPORT WITH PHOR 'ORT WITH PHOTOGRAPHS SHALL BE PROVIDED TO ARCHITECT IN TRIPLICATE COPIES. A PRECC OPIE5. A PRECONSTRUCTION DAMAGE CONDITION SURVEY OF THE 'OPERTIES SHALL BE MADE IN WRITTEN AND PICTORIAL FORM, AND 1 51M, - - - - - - S-2 F" ADJOINING PROPERTIES SHALL 1.41 I I TWO COPIES SHALL BE FURNI9 HALL BE FURNISHED TO THE OWNERS REPRESENTATIVE. F40 6 I I [4 ] m II I I T. ANY WATER INFLOW INTO THE I (FLOW INTO THE EXCAVATION SHALL BE CONTROLLED BY SLUMPING 2 SIM. I I I OR OTHER SUITABLE METHOD: (TABLE METHODS. DISPOSAL OF WATER SHALL BE MADE OUT OF TED AREA IN ACCORDANCE WITH LOCAL REGULATION. THE S-2 I I THE EXCAVATED AREA IN III ELEVATION OF THE WATER LE THE WATER LEVELS BEYOND THE LIMITS OF THE PROJECT SITE SHALL NOT BE LOWERED BE LOWERED 50 AS TO PREVENT DISTRESS TO ADJOINING ry II I STRUCTURES, A.I A.9 I II f REPRESENTATIVE OF THE CONTRACTOR SHALL INSPECT THE II I B. A COMPETENT REPRESENTAT ' THE EXCAVATION, ANY AND ALL BRACING AND BLOCKING, AT THE SIM. SUBGRADE OF THE EXCAVATI 1 COMMENCEMENT OF EACH SHI 4T OF EACH SHIFT, TO A59AE INTEGRITY, PRIOR TO PERMITTING - _ - - $-2 WORKMEN TO WORK WITHIN AW WORK WITHIN ANY EXCAVATED AREA. 9. THE CONTRACTOR SHALL M .TOR SHALL PROVIDE ANY TEMPORARY EXCAVATION RESTRAINT ~J m F4A F+D REQUIRED FOR THE CONBTRUV 2 THE CON5TRUCTION OF THE PROJECT. IF A SHEETING OR BRACIN6 m Q ]•4'.O'] W lb • 10• EA HAY SYSTEM 15 TO BE UTILIZED, TH BE UTILIZED, THE DETAILS OF A SHOP DRAWINGS AND SUBMITTED AND APPROVAL BY THE ARCHITECT BEFORE COMMENCEMENT OF TOP 9 FF. I FOR REVIEW AND APPROVAL I I WORK. o fie'-D.. y ~ - I I I III 10. THE CONTRACTOR SHALL BEC TOR SHALL BECOME FAMILIAR WITH THE SUB6RADE CONDITIONS I PRIOR TO START OF WORK. ' 4RT OF WORK. THESE DRAWINGS DISCOUNT IINDERSPOUND WATER 'ER REOUE5T OF OWNERS). UPON COMPLETION OF EXCAVATION. ry -26'-6" - - ~ - - ~ I I CONDITIONS (PER REQUEST OF II O F50 F50 `r I I Pop F4D F+-0F I I I y".' . 55WOO M STMEE L RETC T I WITH 6v6 W 20+20 WnF. TOP OP SLAD ELEV" -0'-0' Ft O." ANN EI/D AI RUDE CQ61gGIDx1WLYG.MS IIEA, I I n• - ewo r51 srOxE coxc~re I I TM M GLAD Ef/ o x w.r Forma E:OTT I I 2-O' X2-O" LONG. PIER SEE DETAIL _ I 51M. 2 Cl OPTION II 5-2 II II GJ (TYP. ALL LOUJMN LINES 1.~ - 6) F55 I I I - I - m - I /yo7 o ry II 14 ~ F4A F 4D, I I g I I I m 4 I II q 5-2 I I 1'-O' X]'•O' GONL. PIER - SEE DETAI 'IER - SEE DETAIL e I OPTION II I ~ (TYP. ALL C.OLLMN LINES 13 - 6) CS 13 - 6) F95 I I I-r-o7 II I I I / \ o II I I ry +D REVISIONS I I F4D 3'-0' X2'-0° GONG. IER - SEE DETAIL 51 T TIESE PAS ARE AN IH5TRHW OF SERVILE AND ARE THE OPTION PROPERTY OF THE ARCHITECT. IWRINOEAENTS ALL BE FROSELUTEO. - - I I I (NP. ALL GOUJMN LI Es I / 9) I I F53 II C04 MTOR SHALL VERIFY ALL FIELD COIDITIOR5 AND 0IMEN5RTN5 AND 5H~~A~LLEE RE5R7K BLE FOR FIELD FIT I I Is ] II AID allTITY OF WK ~ ~TDw ApL~L~aWa SHALL BE MADE II ON THE BDALF OF TIME COIRRMTOR FOR ANY ERROR OR h - I I FSD FSD II NEGLECT ON H5 PART. I I I I I I FDD 40 PDD FDD FDO) - - - FDD FDD FDD Peconic - - - - - - - - - - - - - - - - - - - - - - - _ - - _ - - - - - - - - - - - - - - - - - - - - Recycling N m < M I m l N N N 560 Commerce Drive -2 -0. Cutchogue, NY N N xoTES4 V I. TOP OF COIYRETE BLA6 ELEVATION = OW REFERENCED FROM DAW ELEVATION _ I ~2• I.-I INDICATES BOTTOM OF FOOTIND ELEVATION FOUNDATION PLAN /x/\ < D. f_J INDICATES OWE ELEVATIONS MMIDE OF THE WILDIWS. FOUNDATION PLAN 5-I 3/32" = I'-O" J \ 11/112015 DATE s A5 NOTED SCALE of b Dw.rn m JB uc«GD m DD SPECIAL INSPECTIONS DAA 1. PRIOR TO BEGINNING ANY WORK, THE OWNER SHALL RETAIN PROFESSIONAL ENGINEER TO PROVIDE INSPECTIONS OUF R SHALL RETAIN SERVICES SERVICES OF ACCEPTABLE LICENSED D i G n i & ISPECTIONS DURING CON5TRUCTION. THE INSPECTOR SHALL M QUALIFIED AND APPROVED BY ENGINEER OF RECORD TO f )F RECORD TO PERFORM SPECIAL INSPECTIONS AS REQUIRED BY PROPE55IONAL LIABILITY INSURANCE COVERAGE OF I MILLION NY5 BC. QUALIFICATIONS 5HALL INCLUDE A PROFE55IONAI Associates OF 5 YEARS WITH SIMILAR WORK. Architects DOLLARS AND A MINIMUM PROVEN EXPERIENCE OF 5 YEAR -2. SPECIAL INSPECTION SERVICES SHALL BE PROVIDED BUT N °ROVIDED BUT NOT LIMITED TO: EC 1104.4 26 preston avenue b" METAL FRAMING FRAMING A. CONCRETE CA5T-IN-PLACE THIN BRICK VENEER ON DEMENT ~ R R Bc 1104.1.1 sea cliff, ny 11579 I(2" PREMOULDED FILLER 57ULC0 ON 6ALV. METAL LATH 6' BATT. IN911L. NSUL B. 501L - SITE PREPARATION C. SOIL - INVESTIGATIONS (EORING/TE5T PITS,' ~RIN6/TE5T PITS) EC 1104.1.4 6x6 W2.0042A HA F. OVER TYVEK 57=0 WRAP %a" GYP. ED. BD. g„ D. STRUCTURAL SAFETY AND STRUCTURAL STA 5TRIICTURAL STABILITY BC 1104.19 (516) 671 - 3624 AND DENS &LA5 5HEATHIN6 6x6 W2.OxW2.0 W.W.F. 1'2.0 N.N.F. E. CONCRETE TEST CYLINDERS. i. EC 1905.6 fax(516) 759.7138 _ fliG1 ~ F. CONCRETE DESIGN MIX BC 1905.3 " RI61D I' • r _2" RIGID I m- 1~ -I-IlimiT 6 MIL L_~,,, ;•a m 3- t3 . - JL~ 26 MIL POL O- -ti-IL 3. THE SPECIAL INSPECTION ENGINEER SHALL DETERMINE WHE' DETERMINE WHETHER CONTINKU5 OR PERIODIC IN5PECTION5 ARE 13-130 0,0HITEcr 6 MIL POLY Y V.B.. ~ ¢L~ill'W"T x p ? 6III-ID-T- - - - - - - m -W NEEDED AND WHETHER HE OR SHE SHOULD INSPECT THE 5 INSPECT THE 51TE PERSONALLY OR SEND A PERSON UNDER HIS G,°V q., (2) M4 BARS CON -m_ , i g 5 DOWEL5 _ _ 6 MIL POLY V.B.. 2'-8" x2'-O" " 119 - _ = •3 RE-BARS I i 114 C OWELS _ •3 RE-BARS all O.C. w - ~U IL-I T OR HER DIRECT SUPERVISION. 2" RI&D INWL. ' - --1 _ •4 T RE-BARS CI F- T RE-BARS CONT. O .2' ~ , MJL_POLY . 4. THE SPECIAL INSPECTION ENGINEER, 5HALL MAINTAIN A L I-m - T FOLLOWING INFORMATION: _ MAINTAIN A L06 IN HIS OR HER OFFICE WHICH INCLUDES THE W ~6 11` p I T I b t o ~ _ Q I UMBER, CONTRACTORS NAME AND ADDRESS, IT; I I - I `j ~ - - ~ ~`ry Il Q all1 ':1 ILj-' l o (i) ADDRESS OF THE PREMISES, JOB NUMBER, CONTRA I1F (II) DATE AND TIME OF EACH INSPECTION INCLUDING 2N INCLUDING ~ INSPECTED THE SITE, AND STnTe ry Ujmm([F = • - [IF "I A. NAMES OF PERSONNEL WHO INSPECTED THE I (3) 45 CON7 EIOTT MW y-mZM B. ANY SIGNIFICANT OBSERVATIONS OR IN'. 'ATIONS OR INSTRUCTIONS GIVEN RELATING TO ANY OF THE L L------ I___-FOLLOWING: COLUMN FOOTING-J L------ THE CONTRACT DOCUMENTS. BEYOND as COLUMN FOOTING BEYOND 0 1) DEVIATIONS FROM THE CONTRACT (5EE PLAN t SCHEDULE) 2) ANTICIPATED FIELD CONDITIONS; I CONDITIONS; 1 5 5 U E 0 3) PROPER EXECUTION OF THE WORK; 1 OF THE WORK; 4) 600D ENGINEERING PRACTICE; i PRACTICE; 5) SAFE JOB-SITE CONDITIONS; NDITIONS; 6) PRECAUTIONS TAKEN TO MAINTAIN :N TO MAINTAIN SAFE CONDITIONS IF WORK 15 STOPPED FOR ANY REASON. (III) THE DATE OF AND PARTICIPANTS IN ANY CONVER5OCCURRING OFF-SITE AND RELATING 70 ANY SGNI 4 ANY CONVERSATIONS WITH THE SPECIAL INSPECTION ENGINEER 6 TO ANY SIGNIFICANT OBSERVATIONS OR INSTRUCTIONS. 5. THE SPECIAL INSPECTION ENGINEER SHALL RETAIN A COP RETAIN A COPT OF THE DOCUMENTS DESCRIBED ABOVE IN H15 ,OPY TO THE CONTRACTOR AND/OR OWNER TO BE KEPT AT THE L @ OFFICE n TYPICAL PERIMETER WALL DETAIL OR HER OFFICE AND SHALL PROVIDE A COPY TO THE GC 3 CONSTRUCTION SITE. n OFFICE/RECYCLINO 5LAE3 DETAIL TYPICAL PERIMETER NALL @ O 5/4" = 1'_0" 5-2 5/4" 1'-0" 5-2 5/4" 0 1'-0" 6. THE SPECIAL INSPECTION ENGINEER RESPONSIBLE FOR PPON515LE FOR SPECIAL INSPECTION SHALL REPORT UNSAFE CONDITIONS TO THE DEPARTMENT OF BUILDINGS AND/OR Al 'IN55 AND/OR ANY OTHER AFFECTED PARTIES OR AGENCIES 9. UPONRgEQUUESST OF THE DEPARTMENT OF BUILDINGS, THI BUILDINGS, THE SPECIAL INSPECTION ENGINEER SHALL MAKE '4AVWA~1L,48LE~NTSA~DTTHE L06DI7E~DA SCRIBEDAFFOR REVIEI"TEYTTHE DEPT OF BNPUINI;S ADDL LORNER BARS SAME 51i NER EARS SAME SIZE AND HORIZ. REINFORC. TO RUN FOUNDATION NOTE5 SPALIN6 AS WALL REINFORL ,S WALL REINFORCEMENT 4R5TOP TERIOR FACE I I I. ALL FOOTINGS ARE TO REST ON 501L HAVING A MIN. SAFE E HOOK EXTERIOR FACE 6 A MIN. SAFE BEARING CAPACITY OF 3 TONS PER SQUARE FOOT. TYP I I ISOLATED FOOTINGS SHALL BE LOWERED OR RAISED, AND IR RAISED, AND PIERS SHALL BE ADDED, REDUCED OR INCREASED IN I I HEIGHT, ALL AB APPROVED BY THE ENGINEER, WHERE THE :ER, WHERE THE SPECIFIED BEARING CAPACITY 15 FOUND AT A LOWER I I OR HIGHER ELEVATION THAN 5HOWN ON THE PLANS. E PLANS. 3. BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE I STRENGTH AND WALLS ARE PROPERLY SHORED OR BRACI SHALL NOT BE DONE UNTIL CONCRETE HAS ATTAINED SUFFICIENT ORED OR BRACED. 0 04 STIkRUPS 4, EDGES OF FOOTINGS SHALL NOT BE PLACED AT A CREATE RESPECT TO ANY ADJACENT FOOTINGS. D AT A GREATER THAN I(VERTICAL) TO] (HORIZONTAL) SLOPE WITH O x' INTERIOR 5. THE CONTRACTOR SHALL SAFEGUARD AND PROTECT ALL E PROTECT ALL EXCAVATIONS. b. THE DESIGN OF THE FOUNDATION 15 Q FACE g CONT. BASED ON SOIL INVESTIGATION. NOTE: (D) Xb DOKI-5 O / SEE DETAIL HOOK ALL INTER. I EX TER. BARS R 1. PLACE CONCRETE WALLS IN ALTERNATE SECTIONS CONCRETE NOTE5 NOT TO EXCEED 50.0 FEET IN LENGTH 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREME I I THE REQUIREMENTS OF THE CONCRETE INSTITUTE (ACI) 30-2011. NOTED ON PLANS, SHALL BE LIGHT WEIGHT OR STONE CONCRETE q CORNER INTERSECTION CONSTR. JOINT 2 ALL CONCRETE, EXCEPT AS SPECIFICALLY NOTED ON PLAN HAVINI ULTIMATE COMPRE551VE STRENGTH AS L15TED I 5TH AS L15TED BELOW. -FOOTINGS, FOUNDATION PIERS, FOUNDATION MAT. ATION MAT. 4000 P51 NORMAL WEIGHT TYPICAL CONC CONCRETE FOUNDATION WALL DETAILS -BUTTRESSED AND FOUNDATION WALL5 i 4000 P51 NORMAL WE16HT -SLAB ON GROUND -FLOOR BLABS 6500 P51 NORMAL WEIGHT (4000 OFFICE) 3500 PSI LIGHT VJEISHT &-0" (SEE PLA AND SCHEDULE) 3. REINFORCING, FOR REINFORCED CONCRETE ELEMENTS, UNLE ELEMENTS, UNLESS OTHERWISE SHOWN OR SPECIFIED, SHALL BE DEFORMED IN ACCORDANCE WITH ASTM-A615, GRADE 60, FBI. 615, GRADE 60 AND SHALL HAVE A MINIMUM YIELD POINT OF 60,000 4. REINFORCING FOR COLUMN TIES AND BEAM STIRRUPS SHAL STIRRUPS SHALL BE DEFORMED IN ACCORDANCE WITH A5TM-Abl5, GRADE 40 AND SHALL HAVE A MINIMUM YIELD POINT OF I IELD POINT OF 40000 MI. 5. WELDED WIRE FABRIC, SHALL HAVE A MINIMUM ULTIMATE ST UM ULTIMATE STRENGTH Or IOCOO PSI. b. MINIMUM REINFORCEMENT PROTECTION, VNLE55 OTHERWISE :55 OTHERWISE SHOWN, SHALL BE 3/4" FOR 5LA55 AND INTERIOR FACES OF WALLS, 1-I/1" FOR BEAMS AND GIROER5,1' FOF 51RDER5,2" FOR EXTERIOR FACES OF WALLS, 3" FOR FOOTINGS AND OTHER STRUCTURAL CONCRETE DEPOSITED AGAINST NO Ci > AGAINST NO CONCRETE 514ALL BE POURED UNTIL THE REQUIRED n TYPICAL COLUMN PIER DETAIL PRELIMINARY TEST (PER NYOBC) HAVE BEEN MADE AND AI % MADE AND APPROVED. 5-2 5/4" = 1'-0" 1. ALL 5TRUCTURAL MEMBERS SHALL BE POURED FOR THEIR F :ED FOR THEIR FULL DEPTH IN ONE OPERATION. CONSTRUCTION JOINTS, SUCH AS DAYS END POUR JOINTS, SHALL BE LOCA SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. MAIN REINFORCING SHALL RUN THROUGH THE JOINT. ROUGHEN AP INT. ROUGHEN AND SCARIFY JOINTS TO EXPOSE AGGREGATE FOR R. E V 1 5 1 0 N 5 CHEMICAL BOND. WET THOROUGHLY AND SLUSH JOINT WITH LUSH JOINT WITH 1:2 MORTAR, 1(2"THICK, NOT MORE THAN 5 MINUTES BEFORE FRESH CONCRETE 15 POURED AGAINST 5URFACE. \IN5T SURFACE. 6. ALIL OPENINGS IN FOUNDATION WALLS, UNLE55 OTHERWISE E 55 OTHERWISE SHOWN, SHALL HAVE (2) x6 BARS ADDITIONAL ON ALL TIM PLANS ARE AN INSTRLNEW OF SERVICE AND ARE THE WNTINUOU5 WALL SIDES AND SHALL EXTEND -2'-b' BEYOND EDGES OF OPENI :DGES OF OPENINGS. PROPERTY OF TIE ARCHITECT. 1WRINSENEWS FILL BE PROWM ER. REINFORCEMENT 9. THE CONTRACTOR SHALL COOPERATE WITH OTHER TRADES OTHER TRADES AND WHERE REQUIRED, INSTALL ALL BUILT-IN-WORK, CONTRACTOR SHALL VERIFY ALL FIELD 6001TION5 AND SLEEVES, OPENING5, INSERTS, ETC. AS REQUIRED FOR A G WIRED FOR A CONCRETE JOB. LOCATION OF SLEEVES AND OPENINGS 91HEI161016 AND SHk.~u~LvBE REeMW M FOR FIELD FIT NOT 5HOWN ON PLANS 15 SUBJECT TO APPROVAL OF 5TRU ROVAL OF STRUCTURAL ENGINEER, AND OMNTITY OF YM NO ALLOWANCE SHW.L BE MADE X3 X12" >f3 •12" STIRRUPS STIRPJIPS IC,. ALL RE-BARS IN SLAB TO BE SUPPORTED BY PLASTIC COP W PLASTIC COATED CHAIRS PER ACI CODE. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR O M MT ON HIS PMT. ry II. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND P RICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL in LATEST EDITION). 12. ALL REINFORCING 5HALL BE SUPPORTED IN FORMS, 5PACEE FORMS, 5PACED WITH NECE55ARY ACCESSORIES AND SHALL BE peconic 03612. o SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CR51 ' NICE WITH CR51 "MANUAL OF STANDARD PRACTICE" (LATEST EDITION). TIE5 8- Mb 15. 5LUIMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH "UNLESS A HIGH RANGE WATER-REDUCING ADMIXTURE 15U5EO. THE Recycling VERT. SLUMP OF WATER-REDUCING ADMIXTURE SHALL NOT EXCEL HALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED -L NOT EXCEED B". VERT. 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINEI E AIR-ENTRAINED. AIR CONTENT SHALL BE BETWEEN 4 AND 6 PERCENT. 560 Commerce Drive 15. COARSE AGGREGATE SIZE SHALL BE NO. 51 OR LARGER. 6 T OR LARGER. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW lJ B)Y THE PROJECT MANAGER WELL IN ADVANCE OF CONCRI kNCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE Cutchogue, NY AILL STRENGTH DATA NECE55ARY TO 5HOW COMPLIANCE W COMPLIANCE WITH THE PROJECT SPECIFICATIONS FOR EITHER THE TRIAL OPTION I OPTION II BATCH OR FIELD EXPERIENCE METHOD. 16. C.OINCRETE MAT ON GROUND SHALL BE POURED TO THE THIC RED TO THE THICKNESS SHOWN ON THE DRAWINGS ON VAPOR BARRIER. M. VAFPOR BARRIER SHALL BE POLYETHYLENE PLASTIC HAVINt FOUNDATION PLASTIC HAVING A MINIMUM THICKNESS OF 5 MILS (.OOH), FREE OF PUNHOLES AND OTHER BLEM15HE5 AND SHALL BE INSTALL[ iLL BE INSTALLED OVER COMPACTED POROUS FILLING ACCORDANCE WITH DETAILS MANUFACTURER5 REQUIREMENTS. ALL JOINT5 SHALL BE L, 4T5 SHALL BE LAPPED I2" AND TAPED. a) TYPICAL PIER REINFORCINO DETAIL I6. PR(0VIDE b" THICK LAYER OF POROUS FILL BENEATH ALL E BENEATH ALL 5LA55 ON GROUND. COMPACT (IF REQUIRED) FILL TO 5-2 NT5 4596 OF MAXIMUM DENSITY IN CONFORMANCE TO ASTM DIE CE TO ASTM DI551-66T. MATERIAL SHALL CONSIST OF HARD, DURABLE PARTICLES, FREE OF ORGANIC MATTER, RUBBLE AND ALL UBBLE AND ALL DELETERIOUS SUBSTANCES. MAXIMUM PARTICLE SIZE SMALL BE Z", 10% TO 60% BY WEIGHT RETAINED ON THE MI NobO SIEVE, AND NOT MORE THAN IO% WEIGHT PA551NG T AINED ON THE NIO SIEVE, LE55 THAN 40% BY WEIGHT PASSING THE IIAII013 TIGHT PASSING THE Na2OO SIEVE. 111. MAXIMUM OUTSIDE DIAMETER OF PIPE OR CONDUIT PLACED ONOUIT PLACED IN SLABS ON GROUND SHALL BE LIMITED TO D A T E THE MINIMUM CONCRETE COVER TOP AND BOTTOM SHALL BE OINE-THIRD THE THICKNESS OF THE SLAB. THE MINIMUM COI ONE-THIRD THE THICKNESS OF THE SLAB. A5 NOTED 10. PROVIDE SHOP DRAWINGS SHOWING REINFORCEMENT 1 IN'. ORCEMENT 1 INSERTS. e c A LE 8 OF 8 rnur+ By J6 cxec«eD ar DD DAA p, B G D D E F G H GENERAL NOTES: NOTES: DiGiovanni & Associates CODE E EUILDING CODE OF NEW YORK STATE Architects I I I CONSTRUCTION TYPE )N TYPE TYPE 11 B U5E fiRCUP MODERATE HAZARD STORAGE, 5-I 26 preston avenue -200'-O" sea cliff, ny 11579 GROUND SNOW LOAD IN LOAD 45 psf (516) 671 - 3624 X9_5" -28,_0. -2B.-0• SNOW EXPOSURE CATESORY URE CATEGORY B fax(516)759.7138 SNOW IMPORTANCE FACTOR TANCE FACTOR I _ - o - O WIND VELOCITY Z- III, Z- in N 100 m 3-I~O UNITE p oP ~~o NNi .n _ WIND EXPOSURE CATESORY IRE CATEGORY IS ti ¢ Lf i1~~ o - I I WIND IMPORTANCE FACTOR 'ANCE FACTOR I o _ SEISMIC USE GROUP 6R61P I pF 0 STAZE ESPONSE ACCELERATION (S) S 0240 - - - - - - - - - - - - - - - - - - - ry~ SPECTRAL RESPONSE ACCEI SPECTRAL RESPONSE ACCEI ESPONSE ACCELERATION (S) 1 0.675 _ I I SPECTRAL RESPONSE ACCEI E5PON5E ACCELERATION (5 ) 05 0256 1 5 5 W E D . SPECTRAL RESPONSE ACCEI ESPONSE ACCELERATION (S ) 01 0.111 S1TE ITE CLASS D - - I 6 x 14 LT UP 5E15MIC DESISN CATESORY ION CATEGORY B - - 8 x14 . B U I.LUP - - - I . - - - - . I - - - - - - 5TL COL (TYP) TL CAL 'rYP) 4 . - ' - - ' - . - - - ' - - - - - - - - p r - - - - - . - . - - . - - - - - - - - - - STEEL NOTES: ITES: ry - - - -.-I.-.-. - -.I-.-.- -.-.L._ 1. All structural abeel wark shall ea - for building, latest atlltlon, as .eel work shell conform to AI51- speelllwtlons of strvatumel Steel test edition, as amended to date. 3. All steel beams to be A-50 steel to bo A-50 steel hwh a minlmm 99b id point of SO,000 P5I unless - - - - - - - - - - - - - - - otherwise Indlamted on plan, s aatad on plan, sections or detalb. 5. comectlons welded orh* ns welded arhlgh strength bolted. Fbld wnnectloro hlgh stmen th . I - bol d Imless otherwise shown. H x 14 LT LP st angth of the member. atherwlse Shown. All welded corcuactlore Shall deverop the lull e member. 14 &IILT UP - - $ 71-4- - . - STL GOL P) 4. Bolt steel sholl conform to the h 5TL COL (VF) - - - - - hl5qh sCrongkh bolts. welding CIC conform to the following A57M desitration latest adition, A-525 molts. welding eleateodeS to be American Welding Soalety A 5.1 E=10 verbs, Al ~l - - - - - - 5. All bolts shall be minimum 5/4' d - + IS/le" diameter, unleee otharwl oe minlnsm 5/4' diameter A-525 high-strength bolts, open holes r, unless otherwd" noted. o -28'-0' o _ uniform load lrod to atrom t 1 - 6 .hear c re n dos' ggar~ forran In deslga(n~. fan ronwomposlfe beam " the rolatlon eau5ed by the Tlmd Y0 stress the outer MOM Fb • 0.61 Fy, and For campa5IW 'a booms use roqu use I.5 Elme5 the afore Elmer the afaremontioned reaction. 7. All weldIng to be alone by "I be dome by weldero licensed by the State Of New York. . - . - . B. The !tome shall ft coo ed up k I bo carted up true and plumb, and tomporary bracing shall be Introduced wherover roLaseary I o may be subjected Includbg *%F rover, rowssa•y to take same of all loads to Mh the struetural ad Inaluabg vc=nt and the operation of same. Sueh bracing shall be the roeponsronlt of --Fi - - - - $ long ae nequlrod for ea~fety. sponslblllt of Ehe steel contractor and shall be left In place a rod for Safety. 8 x 14 &11LT UP w p`-p~-- _ - a a 8 x 14 ELL LT UP 9, Provide all no q3hIrad plates, A6 ulrotl p101;e5, aq~sats'stlffames, balks. boom filler, Ilntals, Wbters hown on the arewin or, not for connections, slab edge supports - - STL CAL TYF) mecih~the c own on pup w "nt 10. All steel Is be erocte with real lulpment support, piping support, ate..... a erecta f with natural canbar, up unless otherwise noted, keep and J O ~ O J O J O J of LMtlOVd re up. up, y N - u - - - - u - - ~ N- - V - - - en - - N It. work, all Ms shalltlvwe s&mItled with z P.3- ? It, .hop Vwh%shall be submlttsd ,hall be submitted antl approved prior, to Fabrication or, erecting an cordance with the spealfi0atiare. 67 F- wank, all In aoorda'ILe with tf hell be Submitted and approved prian to Fabrication or aCetlrg an aordorce with the speclNaatlons. Abo 8 x 8 IL d)P 5TL co. tr P) BUr5T THE SHALL -N N 12 BIILDINS SYSTEM MANJFACTLRER UUFACTURER SHALL PROVIDE 51CINEO AND SEALED STRICRIZAL TRED TO THE T" OF SOUTHOLD FOR APPROVAL. GD6 J J O J ~ W a a ~ a a u. ~ a ~ oRUN1Nya To BE 5uMNITRED 1TRED TO THE tour! 13. FABRICATION DRANINS5 INCUIDINS Gq, ARCHITECT FOR REVIEW AND COORDINATIC e5 INCUIDINS COLLMN RESINS AND REACTIONS SHALL BE SUBMITTED TO 1 AND COORDINATION PRIOR TO FABRICATION AND F0.INVATION START. v v Pry v b x 14 WILT UP - - - - - - - - - - - - - - - - - - STL CAL 7 OL (TYP) o L C 10 ry L - - - - - ' - - - - - - - - - - - - - LIGHT GAGE METAL I GE METAL NOTES: 1. All steel to"tuds, t g ks,, at,.. I WCs. t g ke,'att,.. to eI ly with Gold Formod Steal Design Manual N N N Pon I Steel ' Design In~tIWt6 (A' Ig nit", (OF 61d~~ Steal Stv tuml Marton" by Am Hwn 8x8 IL LP g4 w - - _ 7. All lgok{>~ar se nI'asl s all have steel shall have a minimum 16 gage and yield point at 50 ksl a wl;ad en w. (r IF) -1 . 3. All weldlroto eonlorm to Am M, I Instroetus 01.5 . onrorm to Amenlaon Welding So,laty (AWS) la,.lding sheet steel I3 . 8x A&1 LTAJP R E V 1 5 1 0 N5 \J - - .8 x 44 BUILT UP 5TL COL (1YP) _ 5TL CAL TYP) 8x8 IL UP - - - - - - - - - - - - - - TIESE R45 ARE AN 115TN11£NT OF SERVKE AND ARE THE 5T 60 ( P) PROPERTY OF THE AROMITEOT. ItFRIMAWN1T5 WLL BE FRYBEWED. OONRRAOTOR SHALL VERIFY ALL FIELD WOTDN5 AND DIMEN~FN~O~uNFi AND 5W1LL BE REWMELE FOR FIELD FIT AND WnSITY OF WORK ND ALLOV1M10E SNAIL BE MADE - - - - - - - - - - - - - - - - - - - - - - - - ON TIE EENALF OF TIE GONITRAOTOR FOR ANY ERROR OR IWLEOT ON 115 PART. Peconic Recycling V 0. 34•_0. ~,_0~~ 6. 0.. 16~_p. 5•_0• 100.0" 560 Commerce Drive Cutchogue, NY ROOF FRAMING PLAN ROOF FRAMINO PLAN PLAN Q3 DATE S_3 AS NOTED SCALE 9 OF 9 PRAM w JB GwEaKED BY 00 i i DAA DiGiovanni & 7 6 Q 4 ~ 2 Associates Architects I I I 26 preston avenue sea cliff, ny 11579 L2 0.5 (516) 671 -3624 fax(516) 759-7138 m 13-130 i PGHITEOT ~o, C,\OVAN i ~ o LONE SPAN STEEL TRUSSES (TYP) 'L Twssm (TYP) TO F? VLONS 99" STEEL PURLIN5 A 4'-O" a/c (1YP) SPAN STEEL TRU55E5 (TYR') STAT O I I I B' i ISSLED 'v in m ~ ~i I c I I I ry I I I I I I I I I GRIT 1f'-O' o/c (TYP) 03 Q;9 F FOOTING - BEYOND 5UILDINO SECTION 5-4 ® RECYCLING AREA 5/Ib" =r-O" NOTE 1. SEE FOUNDATION DRMINSS AND DETAILS FOR ADD -TAILS FOR ADDITIONAL INFO (TYP) .2. CONTRACTOR SHALL S"IT FABRICATION SHOP OF IGATION SHOP DRANIMS FOR TOWN OF 5MTHOLD and ARCHITECT APPROVAL PRIOR TO FABF _ PRIOR TO FABRICATION. 1.3 42 3.l .8 ~.I _...T=_ L r I 611 I I 9j' STEEL PllRLIN5/ 4'-0" 02 (TYP) I o I ry W 6RIT 03'-0 ' o/c ( ) LONG STEEL TRUSSES (TYP) COLUMN REVISIONS BEYOND h ~ I 4 VI e' - THESE Plus AFT AN INSTRIMT Of SERVICE AND ARE THE i I I PROPERTY OF THE ARCHITECT, I FRIM15DENTS WILL BE I I I PROD ED. i CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND TO SLAB DIMENSIONS AND SHALL BE RESPONSIBLE FOR FIELD FIT DATllM EL. +O -O" AND AI.MTY OF WORK. NO ALLOVWNLE SHALL BE MADE Oz oz_ ON THE BEHALF OF THE COMRACTOR FOR ANY ERROR OR NE&ECT ON HIS PART. r- L L __J FOOTING T Peconic BEYOND Recycling a) BUILDING SECTION 560 Commerce Drive S-4 ® OFFICE AREA 3/16" I'-O" Cutchogue, NY I BUILDING SECTIONS 1213 DATE 4 A5 NOTED ScALM 10 Op 10 D w JB a -D eY 00