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F REJOINED W/G"EX'0611RE W/ Bnf1EAI6EAM0 M6 UYFP ICE S WISER ELLELA FYI' 51511 PAPER FAWN REP LCAAR 160Z REP COPPER OPEN 1607 PREP COFFER OPEN CHOICE CERT LAST LLG TREAT ED VALLEY FLASHING W/ _VAI LEY PI A5HIVIO WI IB" LEAIGTN6,RE 9UTTEO AND V-RIOGFSPLAYED FROM _ VRIDGE6PLIYED FROM REJGINID,W/5" uroe Pr EF04 ttF I 2'UDEF PIP OVERIEFRWATE&BNIELPTIF PANTED CEDAR CRp4N&TAPI FnINIED EDVFrenureeTRIM - - — _ fnzmn z mrnnN7 _- Ell / ocalalano nmhlLo Voli� I _ CODES, L LEAVING HU _ _ _ _ )] P LI� - - -_ = RATED CLAOIMPALF __.•.'DOORS. PROVIDE HIIRPRILANE - i _ -1 t 1` \ PATER IZ3 E) _ 0 -___ _ r - CnSEMENTlNN0246 - - SiOPIA PANELS - I60]WI'PLRGIIIICR _ - , - _- WITH LANCERS N sA E Ca Residence � LL 1 :PRNAlIlM 51WREP.e - - - - _ - - - 1 L MAP.VIN CLAOIMPn4 - - _ , _ - ... u„_ .. ..1 l 1 _rl ] .., i-1- -RATED17.3 po I 1 ' =1 -i FECE= ,1_ _ , RHGRADCER ROLE Carbone - f �. I Pub I �T, Imo. LEEGDIERPGGVp1OO R POOL HOUSE LLAs51r COLLECTION 1 P tI L 1 - I _ - su ERDvcrs 30LB TELT _ ATAI HOF WGI r6hINVP100 ACEA FAHE1 , Fn1A TED. I Ill i - 1 f1- � Ilf rJ li- G1 Castle Road, Fishers Island, NY, 06390, \ LnSEMCNTVNAIGOW I T - , NnII EM,WAIl6 4 1 p '111 RI T I ITT J I �� 1 1 r 1 1 Lav 11 � I ' � 1T7 1 l 11 r�ll I -,�� ] 1111 1 J '11' L m 1 1 �.-L r t r 1 r i - I r I I6' LCP11GRn0[ BLIIE IABCL _ 1� ( I �T-� N 1 SUNNGL 98 CNPO5URE OVER � _ � I �1 - - L - 1 I 1 -� 111r1 FAMEHDOIrIOGEC_.� 1111 -' 91 � � T �L - I � .C' X111 -_ .} .. 111 X1 :1- -Ili T -� LIVER SWESKIOVPIPELT W f �-- Ila J ',11111 III - - I_ T IL IP— 'TT 111 11_�I_ I - 1 >r_. IN R 11 IR - 1 _ -' "� ^ "�� ALL E?T VVALL6 00 [ r I : _( r_� l i 11 " _ _�` AT m- - — - - =n1� 1 rLFL-'ir't o T4 tI1F jTETI j IY _ 11�;1,L Pool House Elevations �� - - - - �� . . — _9"ronTmcrc 0e� . _ _- _ _ -.� -- �,,.,_ I_ 1LI II L II IIb ° a sour: .,.R r .. .... - :.. . ` 6mxEVCLIEE a sOE SEA COPPER j1— - _� . _ . _� - - —1 ( Ti, rE � H� L 11-�,_ I ) a5^ DONMOPPER _ Id t �17 h IVCI% 1 IDIO1U TF I t . l IOLI SCALE: A E�16/�4• _ li 6n -�_ o �- r �- urvrcL r _ t_. P "! 1 s r wHG W4¢ _ _ L L , 3' � TNr000R 60Aa vENEeR 5_hloW[R " 1 - I Catalano Architects Inc. 11 SIR PMM6FOUT '� ' L - 116 Broad Sheet .'- -,J -r, Boston, Massachusetts 02110 MAP.wIu7LUUIMPALT BILLS POOR rG MECTInwcnL - - - - L'IFF U (IYKtelephone 617-336-7447 1 6PACE-CLAS611c COVES facsimile 617-339-6539 16 Gt RED F.OFrG:J SPEND Door, A MP O(INM51-oul SRI FLOYD 0ADR5 SIZE r I I I 1 South Elevation' scnLE ,/<. _ , a - - - - - - - - - - - - - - - - - WEST ELEVATION 1 SCALE 114- L L - - - - - 2 . 1 Or 4114 21/2^ El1,ss/A" - r - MARVIN _ MARVIN - -- CUCAZfi4fi_-1 —__ CUCA264B J m - o - - CUSTO 2'EMENT " 2A� CUSTOM UIIFT AND SLIDE DOORS _ 6ALVVINOOW 5' D5/ MFRENCH000_R$W1TRANSOM - _ CUSTOM FRENCH ODORS _ CASEMENTWINODW — COSTUME CASEMSNTWINDOW _FIXEDOV 1-A 5'--05/A xA'-0" 1-B 2'- - -- - 2-B 2' 2'rc4'31/A� 2-C 2 -0'x2'- " 2-D 6-05/B"xT 9'r WINDOW AND EXTERIOR DOOR SCHEDULE MARK Operation Type MFR MFR No. WIDTH HEIGHT Rough Opening NOTES 1A Outswing French Doors Marvin CUSTOM 5'-03/4' 8'-13/4' C-23/4'x5-23/4' See elevation for dimensions and Ilia divisions 1-B Cassmant Marvin OUCA2648 2'-2" 3'-111/4' 2'-3'x3'-113/4' See archlectural elevations Nropening direction ©Catalano Archlmcts Inc, 2-A Lift and Slide Doors ArchLLectri Openings CUSTOM 111 7'-0" 15T'xTO1/2" tempered, See elevations for dimensions and Ilia divisions NOTE: IN 2-3 casement Marvin CUCA254B 2' 2" 0-111/4" 2'-3'x3'-113/4" See arennictural elevations for opening direction ALL MAR SWING DOOR AND Carbone Residence EXTERIOR SWING DOORS TO BE Fixed Oval Marven CUSTOM o^ 311012°xz-si/4' seeeevatmn mrhtedmis,nns CLAD IMPACT RESISTANT ZONE 3 POOL HOUSE STORMPLUS LOW E II WITH ARGON Castle Road, Fishers Island, NY, 06390, 2-D inswing French Doors W/transom Marvin CUSTOM 5'-03/4' T-5" 5'-23/4"xT-7" see elevetlon for iimensmns, lite divisions and transom 2-A UNIT TO BE EQUIPPED WITH HURRICANE FABRIC PANELS - ALL MARVIN UMTS TORE CLAD, INSULATED ARMOR SCREEN LOW E-II ARGON AND STORM RATED IZ3 Exterior Door and Window Schedule SCALE 1/2" = V-T, 1 ' 1'-O" DATE 5/24/14 Catalano Architects Inc. 115 Broad Street Boston, Massachusetts 02110 telephone 617-338-7447 facsimile 517-338-6639 A 2 . 2 �I. Ado �I P\ IF,, L NN 6/b°M TAPER6nwN P.EB Cl �'1 El ADS,cERrLtnSr CSA TREATED n� +B• LENGTHS , RE Si AND RE-JOINEQIV/6 ENPOSORE OVER ICEGWATERSMELDTTP EI TO1IMG1 2 ' jTO aIOG ORArtEhN19 Oc Tin 61/4 461/4 10 FAILUREAIL^ OC11 AA4, F 16 TEASenoEBILEIAREL I - ail Bur lv wL 6vA4m"wl 5111NG!E5 :5 G" ENI'050RC DYER PIOOE 6EAM PJUGE 31 11 11 11 ILI ____ _ __ uDMEsuaERrnERmmFELT - III II (Er' HENRY BLLE51IIIH DD I — ill - - AIALL EMWAIL5 L�I � I Eyb NFIGJ 6TOM'I " 3C iiI „ u I � ,I II Il I5/4a FnonRB nmB Puore OVER 314' STRIPE f(P_ 61/4'NO112 � VL HEADER " " _ I 1141"x14" IVL IS \ \ I HEADER I IL_pL� ao I I I _ SEcFNGAo0P FF — _ _ _ __ _ — Bva^cII 715 IV __ .. _ -_ SQ]mu)FLOOR F IF m SECOND 117 xenNls' Dr— �- -L IIvlB rnals'smis^Dc _ LL _ _- � �i0 WALLS , ll N �— _ ___ rJlzs'm m+IG^D.c__ "___N ___ ___ _ _ _ _ __ __ _ _ ______ _ nY/c wlamo6w1G 6c l - 4:4Ell a 6EfiM BEIM SPAIO gllq`xll]rG"IVI. N� B/'I' BLI 6oAFO IIOFLA SrER nA3/4M POCNFII IT - jJl 23+6, FGONDAl ION 90R P.D EBWE90/RO MIOPLISiPR 22A'12 fr 22YI2 Pr 31ry MCF. / FORG11G 91P.11'. rTP 'I OKI SPOTEMi C34V"F6RRING EIP.IPSrYR 1 O,STONE SHE�f W 4NI nl PRI Y HEnBER LBR6I rsB L i -G.o" (( DATERMqqqID MPu RMORAIBLE IIr I I Uaan 2m ul. I WnrIEP OO Tno Mrm6RnNE SIDEWAY5Pv45r0AUS OF I I IrETfImO ArnLL BM1SEVARE Wnlls ren mL I I I I uxLlSsm HEumse NOrSu ©Catalano Architects Inc Or I I //pp I Iu, 4 TOFF-N-OFF SYSTEM / '-, I Ia i ° 1.q i9 � I OVER MPRAVAFFI DO FTASTEl SOL IOn BOnRB — I 5/2" BLUE50AFP I I N 0 DVER 2' FmQ5 HAITI VVn1F.P.PROORAIG MEMBRANE I 119 PORRING STR,PSI� - SEE DEVIL Carbone Residence 2 FOR TYLLFARI DATION I � , "" POOL HOUSE WALL PGRIMEIER TO WALL STEEL REINF I v fl'T� U Castle Road, Fishers Island, NY, 06390, _ - - _ Jn y ,Fa0HT0LLL. _ -stsrE VB nz _ _ _ - -- - - xoo' Iseol — — s mon L .... FIRST [ r. _ _ . � - � I -'n-e�Fv ot — r rJl 1 .B o 36�o I .. — SEE BnnL m ED - - _ . _ ,u ,G ac— Lo sioNE6HEu II I nal.. -r PI POueonrlON�6nro '" xvra' r�l3.0 µ1I I •- I TO WALL- it .' L am " - rt� ( ° _ _ _ I- _ STEEL kk 91912 Powe y,•o•— _ au4^..n 71b OFF 0511 4 261 roRfqOLE= BFVOIUB , - I - N I ars' 5PPAF nrf ARTS LF 10 1RD 634 " o, ''W s161 wM1IFRPn6OFIUG MEuuRNJE I in o 15�r� 'L.o'• SEE DETAIL k _ E.O � _ l /� SEE HEINL F—cl FEE WALL POWDER / 1 �J _ ns 2EIA - I �, 1D/512PDR To sLan i'rafnln .5@CtlOn _ TO, ra6rJNe _ A_ _ , y 1,0,J_OOJNc STEELREILIIF �1. Ip� _ _ T,O OQnN9 _ ��8. - - I - a STEEL LBNF ,o'.o. L+— -> a�fi3ls` a _ ro wplL _ 453/0' SCALE, 3/B" _ 1 -0" HF� F SEE mETAIL L_� _ _ _ _ A DATE: 6/24/14 ' 2' Q" I WEIFOR ----- I M l / 5rEC-L REINF r �"� 6'-0' _ -M SCE OINIL _ " CONEP.EiE SLAB —5/51 PFOR - - - 4^LONcnerFw5EMEN o-AF - v//GXGN16N14WNF IFF V/6NOW1+IN11wINFOVPC � - z-6" 5 GRAVSLBnsE ISTE�EY L REEL L Catalano PfChltie CtS Inc.AASF1Mr STAR3A5LMEF151 AB 3 A7BAR TO FL 115 satl Street o TO ITT + nsI Boston, Massachusetts 10 0.113/Ez � z 0' telephone 51733& 4 -� facsimile 617-33B-0039 � I SECTION O SECTION ^/y SCALE, 31 1'-O" ` ■ 515"AT LAGER SAWN RED DEBAR 51ICKE. ERGO LAEFGCA TREATED 18" LFEEPT15 , WE BUTTEBAND REJOINED,W/B^ ENPD5URE MEr OF A WATER ESTELD PYP « 0, RIGHT ASE pA' _ 77Af i X ]— / / W 39 9112 / / , _ —�11IrlI—Ei /� - 1 BIvxnw LVL uA I ^ VI B v4xla VL rRBGE PERM RUSEBEnM RBGF BEAM u BFrBNB 11 _ BEYOND - - I SLI" BwEBOARD AND PLASTER - - OVER314 FURRINGSTPLPSTrB I I I I I I I .. I I I RD I I I I I I I I I I I 15CERDGRABEBmeIABEL I, 51'IIAIGLE5,05"EMP05UR' DVEA NOMPSLILIIEP OVER WXYELT NOR,I'IPIRY BLDE5NINVPp0 AT AILENrjAFI B L9 I I � I I I I I I I I I I II I YJ 710"TJI 230'91916"06 LIVING PGGM 117/b"TJI 36D's 9116" CC. 11 a/D" FJ1230'z 916" 0,G. NonnoNr,f� - - _ - - - I - - I 1 _ e�O FI➢OR�_ f _;9c0 B1w �n a/@' LVL DeorrleD Bents � � _ _ — _ . _ �( PI `L O)CL I iB 710 1 VI I )TOPPED DEAN GR I I I TO WALL _ 5" m5" nEEc - vnmsss�EFlaN "' G"maTHICK srouE rslaeeR 5110MF.VENEE9 — R0MECHANICAL E 1 CO BOOR FO MELHAAIILAI IL5 DDOOB9912 p,>-v�n"R --T - — I � I _ e-ansslc55.91Z ASPIC EI SIZE . _ \ l I - VARIES SEE ran F1nN W 2 .Smm B)NR3.5L WOOD rnNEL �j - _ G STONE sH STAGE IsaAlBlnm PAnIa. ' To WAu IPST FLOOR F H. _ _ WE 34 GREAT ROOM STORAGE TB-0ORfjl� PgEnGiToMFR LPr - - _ -- ,- TG SHELF - - j Btr�E"xv/B" WL o- .o o' ao'o' -I TO eiGrvesnflr M 1 , 1 0 51 REEF. I r 6 6' rJ12307 r9160.L rIt 117/B" TJI34�09mI160,C — 1 119/9TJI230B fi0C 2 816 816 PRAM NDLRI TOWN TMBPANUPCO BOARD SEE f W16 GON ` L I 1 9l -19/A v' ANl9 w EERP GM `` L —r / SIC fC GI—1 i 4 k AM2 6 6X I I HESE DETAIL 111 DONc WALL L 1 I —4/EIRFOR �T,O STAB BEYOND ' i BEYOND PEEL RSITF \ I -- _________________ _ ___a FONWAF BEYDu) _________ � � I _ a' I_ 4 e, I ' a = __ iL__ �� a -__________ iO 731/h'____ __ - _ - -_ _914 I/2- _y 9'-41/2"_ - ------ T-31Ih" xe BSTAIL - r- 3/512 TDR L 1 I 4"CONCP.GrE BABEMCNr51 AB BTEEL REPIR R I w/DXGW14 1141111F MEGPANICALaA3EMENT L OVER 6"GRAVEL BASE s SEMENTSLAP _ �__ 7 OR PA _________ ___ dG X_ - u 1_ _____________________________________________________________ '- z'_ ro G J 9lT3lA' — SECTION AT BULKHEAD Carbone Residence 3 POOL HOUSE wunrwoue lYi ecALe Bae^ = r-G^ Castle Road, Fishers Island, NY, 66390, _GFL'ONO FLOOR F,F. 230 — 11 '1/b" TJI '9 (916" 0L117/B" I-A 2305016" 0C, - LIVING AODM - � BE,RIF Lc" LVL � � - � �� � - - -- SECOND FLOOR F. 1 —1 d T ROWTHRI, �v4 Ru no" IVO w II \ Ii W9 9 9 Al gg — - - m m SectctionlVllall - VD_wnu — _ - - m m- - - 1'-B'Bion BRaPPrB BUM EseFdF1AN - - _ rG_SSB8 Wn TWO y SCALE: $e I I m rs:aam� AMv G SION[SHELF OR- �- - BATE: 6/24/14 VARIES SEE FI AN I II WYOXOW14XTE I4WWFOVEIP, "I,�-I ]L' 11" Catalano Architects Inc. SEE DETAIL W/b Nb 1414NI414Wr' OVER .TrENOIZET 2'TTK RPS WOOD HISUL1nON EreeL NET IF OPTED GRAVEL BASE s OO r FL A)WETORODM GREAT ROOM —�IPGI FLOOPF FL_ 115 Broad StraBi FIRST R _- - — - - - .d A9sOE�i "'' Bastnn, Massachusetts 02110 _ — - jr telephone 017-338-7447 ---�L-- " - - - - — - facsimile 617-33B-6fi39 Al M Q 1/ RETAIL CRAWL SPACE 1/512FOR - 9"CDnI STEEL REINF CRETE SLAB W ia PIA �W/D6 ANL4WWB OVER G'GRVL BASE 473/A I M N rSoETO FOOTING VAR1GS[EPL N � N�GFE PLAIN � 3 . 2 X 2-A" X I I I 515 01AVERAMID PEP COOKER DONE, FrAI A5FAFQTREArEP I6" LENGFI la, FF BUREP AND PIE JOIMEp 1V/5 ARTCLUDE ,emee ovlsmE3WAnx SHIELPrP s�m URGE - - f6OZIPLEAL ocncbc FEES IND WIIRELY EGEI - i j ' v n EDIT FACAAALIPDRALKEF De ' IL #L v1p RK l.7 � , I II r.I5rcHppnOV C 301. oHErT HOVER HENRYV ERE KN FELT � Til ii ii j OVER HIP.T rl UE5I:IIJVPIW 11 0OFl - all 117/^1HCt 5/5• 3LUEDPAI dJp2 pE c0A16 PN91 EP 01'ER Dm,lLET ..,Mr FURrunr,sl Rlrs a' or 11 CE II. #L .YID _ _ - _ .. - ....:..$"___—_.: ::.._..._...... . . ....... -. _-_......... ........ _ .._. _ . .._.. .... 111 . . .. . . ...,, I I AM X 0^ INFGROOVER PEAK BMRos W?3132 $PALING Ir I I USING ILL CLIF 01HIDDEN TAITEMER 5Y5l EM Ir—d EDGE IMUT LUr IAIiO DDAIRDS, 1REATA I - /' I 661PEG OF CIJT PECK ASARCO WEA 16 OZ PEP FUPPFR R AN LIPS 1 •` I rEMaRAPwe DEALER PENN TO uUSTA¢, a WI IT I PPIFEDGE- 16 `\ I I I FULLY AOHeREP WATERPROOF Pnu.rcrD TOY cepwu _ MEMpRANEEERt F1; FACRA Arvo ORna:er TuLEDPLYVOpp EVER 5LEEI'ER6 NJ5F FAIRT PROFILE) INTEGRAL TATTLER P. L010I I o 0 00 0 ooe -_ i TAINTED PIT CROWN. sFRAYIM GLIDEEP LFL. DEACIIET x rRIAI 16"CEFiIGP4PF 6WE LAPEL ""- MEN ATION 0 ALL FX IERIOI' I sU IA1OLE66n 5" EXPO6UPE EVERI a^SFhICNrWnILsrcP HDnEE F1G,FR0 aOLBFEET 515'5WEAOARDWE - "r66VG'P.UOVE wsP ILUP.r AI UFbIwavPlOp FLUTERSATION 5PE@lINSULATIDNF nLLON/ FURRDG STRIPS FURRING FllN'EMEPIOP.GP.nOE[OX RR / DAN p JOI5i6 MIAl,6" r nvpppwnM suFsnANrwa:nP I I I R/4' FINISH FLO ING P R f I—DVER3FPALACESDE II. #L yID � yuan DDO G I t: sgcONO ngFOR r rt,— _ � I . � L,i., I- 11715"Tl 1230.5 916" 0 C. I I LBlaBwSaonr.D nA1D2 COATS PN5rER 0VCR j 3/9"FUP.RIMO Sr1:11'5 L GE1UNGTOY PAINTED Nc c1:OVM FAC61A AN aencl:Ei _ 1I / 9' rO 6"iI IILKSWIIr.VEAIEEI: _I / 5/apin ANCHOR,BOLrs � 6PRA1'IN CLOSED CLLL ! iI 10^ LONC+H➢aa'Ocm ' --wau1.ADOM@nu EREGIAP BADEMENr WALIb TYr, 31LEBOAPPVVI I i FI ARTER SLIM COAL OVER j HERRINOPONE3 J0.FAVEDS 6 rLtr=mos OVER 112 OFER . . G THIN URE _- ©cI ArchiEPNInc.Fu ewe 5Rlr6 OLFEONE PARR60MATYPGRn L E Er� Ia5TE0f 0OFF OF 2 TO (3801 A � [ �- Carbone Residence EFPM CLAYS TO 2 MIN An VE / L ¶ 7/e 1.1 23os IID 16' o,c JP- Dnr_. 1n0 _ DE 02MAD ADJUSTED . ; �/ POOL HOUSE ° L ORouMnwnre��ve� _ a *oPlaAllwnu Castle Road, Fishers Island, NY, 06390, NEL M PEI SYSTEM - � 1 ' i �,� TUFTN PRI SI KA IEIA 4Y- KA ICI?3/CWAP.M N ORI FOJAI PATION BOARD / I ' % G 4 2316 WARM N AR FOUMPATION 50ARD p WER6PRM PrrI-0FL-XIBLE � / OVER SPRAY APPLIED FLEXiI L WATERPROORNG MEMUFANC ` 1 V WAiERPP.00RIPS MEMBRANE AN _ 9" PIA END DRAIN L.: L '�v KA - Wall Sections FA r rp,FOOTING -4-UION'AT _ _ V �_ — _ 0TMDAF00cxwnu _ / • - 1' SCALE 3/4 1 '-0" DATE' 6724/14 IL NY X >!.ELT _ ° ° ------- _ KA � L � T Catalano Architects Inc. L115 Broad Street Boston, Massachusetts 02110 L telephone 617-33B-7447 NA facsimile 517-338-6639 N4 LONnNUOUl PCEREP WIKA KIxIRK EMFnrc GLAo L KE)WAY rrrrl - ° OVER WWF 1 A G%:LE API SwEITAPLE pv '6"GGnvtl anEE rOLYMEP/r UTA RUBBER A WATER 5T01' L ° � Typical Wall Section SECTION SCALE 314 = 1 -0L SCALE 314" = 1'-0' FLAT ELI IPI Mao 0 o o ro o ral L r I G _ uPea TO move - - - - - - - - - - - - - - - -- - I - - ` o , cL - - - - - - / o _ T — T-0o T — I p r--- ° f _. �I -1 I li II II FLOOR RCP I n. LI u .. o-.I -I � CL' Prr eLL 1 i, _ II I 1st FLOOR RCP -- ® „ � a .i ' nd ll RU MAIN leFlLJeraa.lel I----- ^ ouee ehId N r „F F schLlao Ld-- F —_ — - 6 WnLEIIALLI P rlrr cl, all o � a — ------ Is--� a -- -° O L - � ---- P, I ou liner � I � L - Th ny I r I I -�� - I F- - - � -� � � � - - II 4_ r rMevu „Ina ° � I m Cammao AremremP Inc - JJJ — ` b j i fo I t � o� s �u.l I 1 ” JI --- --V— �._ - s, TfirN,. ALE 3,vi h Carbone Residence - j - 7r V. mE POOL HOUSE 4 _)WH°s �o( o ! ' l Fo i° Castle Head, fishers Island, NY, 06390, ®- 0 I i ue. ® I _ � . r - I - mewn � . II - - -I f ® - - t �I + r.rulr 1181 ra - - %/'_ .. it -IT I ,`I - `I - - - - - - ® - { � I- - - ir - clli ,I,I / Il rrrr / - �'', rpn 0' - Ori f0 v II ' .o E o �_ . --- r, .ar Lo , 1 , I r:4 : II i ' - -- - -- - -- ' II - 11,11 ,Irrlr - D ,Ceiling And I I I °' 'I".'IR Reflected J - - - J -- _l, I� b FecAFFI Pell Lou rtvel l lahnlq Fl�anra OATE', 5/24/14_ 1 0 I Plan Electrical Elio SCALE 1/4" _ - - - I ' 9� 0 1 �s�arrrl,wR rJ _J - - 'I -- - -- - - --- - - ue , n - opo r : - - -I - --- - i - -- - n , IJsn .zLre - - - - - - --- _-- - ” ---- --- ---- ® — FILL Catalano Architects Inc. Hese ELL I eecur 115 Bmad Street / Boston, Massachusaas OZ110 III r I telephone 617-338-7447 1111 ; Ed rhe mav,.a1. Gh - - ' HOUSE FIELD-[ eL«I s O rcl facsimile 617-338-6639 e blm I ,7 I ,_ — - — O 6lnola lczrer.Loi — _ ----- ---------- - TI - - i , o . , a — �— — _® —__ __---_ _—--____ _ - Le anlM ne lr , e, E61- 3 First Floor Electrical 4 Second Floor Electrical SCALE'LM = 1' a” SCFLE1119" = 1'�a" GENERAL 9 Minimum bearing for all joists and offers shall be 4". I. Structural work allot] conform to the iequlreounta of"The New York Stow Building Code-Laleet 3. Where continuous reinforcement is tolled for, It shall be extended continuously around corners mid 10. Use double,jolsls under all porndtm Edition, The 1°temational Building Code-IBC 2909, and ASCE 7-05, lapped at necessary splices or hooked at discontinuous ends. Laps shall be Class B religion lap 11, Partition and outside stud walls shell be bridges once in their story height or at lent every W-6' 2. Exwnine andidectrum, mechanical, plumbing and electrical drawings for vrnficanon of locution and splices, unless noted otherwise. 12. Anchor bolts and bolts for npartual nuclear shall be ASTM A 307. Standard cut washers shell be dimensions of choses, inserts, openings, sleeves, washes, drips, reveals, depreseons and other project 4. Where reinforcement is not shown on drawings, provide reinforcement in accordance with applicable provided between Wood and bolthead, and between woad and bolt nut unless steel plates or plate requirements not shown on ors carried drowning densis as determined by the architect. In no case shall reinforcement be less than the minimum washers are used. 3 Verify and coordinate dimensions related It this project, reinforcement permitted by the applicable codes. 13 Inlet or walls shall be Banned with Lord's at16" QC or 2x6'o at Is" C/C (see Arch Drawings). 4 Openings in slabs sod walls runs than 12" maximum dimension are generally not shown an dr°cnnal 7. Where einfnconent is rcqun°d in section, reinforcement is considered Typical 14. Exterior walls shall be framed with 2x6's at 16" C/C and 32/16- 'A" exterior plywood sheathing drawings shall not be revised without cue wenen approval of the architect, wherever the section applies, Wall to be blocked at each plywood joint, and plywood to be nailed to studs with IGD galvanized 5 Typical details and notes shown an structural drawings shall be applicable to all pots of the an commt 0, Reinforcement shall be continuous through co°structmn Jamt9. nails at a" on center at panel edges and at 12" on center at intermediate supports work except where speci fically unsound otherwise by contract documents. 9. Dowels shall match bar size and number, unless noted otherwise, 15. Interior walls indicated on plans as"SW" (shag walls) shall be framed with 2x45 or No's at 16" CS] 6 Details not specifically shown shall be similar to those shown for the most nearly similar condition as 10. Welded wire fabi is shall lap Sr' or 1-1/2" spaces, whichever is larger and grind l (see Arch Drawings) with 32/16 - 'ss' exterior plywood sheathing Wall no be blacked at Loch det ommed by (lie architect. be wired together, plywoedjoenq and plywood to be nailed to more with 101) galvanized nods at 4" on center at panel 11. Reinforcement shall not be tack-welded, edges and an 12" on center at Intermediate supports FOUNDATIONS 16. Roof construction shall be as shown on the plans with 32/16-5/8" exterior plywood standing, glued STRUCTURAL TIM 3ER CONSTRUCTION and nailed to wsses,joins, and beams L Foundations for this project consist of spread footings, foundation walls and Lost walls, piers, and 17 Floor construction shall be as shown on the plans with32/16-3/4" exterior tongue and groove slabs on good Allowance bearing pressure is 1.5 ton per square fool. I. Timber construction shall confor m To Port ll "Design" as published in the "Timber Construction plywood shevthmg, glued and nailed to the trusses,joists, and bewng. 2. No responsbllity is assumed by The architect for the vnlldity of the subsurface conditions described lit 18 "AdvanTech" shemhing, of the same thickness, may be substituted for the plywood armadillos Ma5Edition) Edi Lion) and lo 'Traltonal Design Specification for Wood Ctng[ruclion" (NEPA, ounce drawings, specifications, lest borings or test pas The contractor alio]] be responsible to verify � specified above. OSB is not acceptable g goo- engineer s engaged y 005 Edition) suitable beating, The services of tedwical en hall be eevedb We oWmedwnnacmr. 19. Interior ]lenders shall beammimnm of 2-2x10'5 wilesanoned otherwise on the Imo 2 New limber f r Wood l use shwa have a mti2005 content ass reload in the "Notional Design 2x10's unions otherwise noted on the 3. Foundation units shall be centered under supported structural members, outage noted otherwise on the Specification for Wood Craven action (NP.PA, 2005 Edition). p g° 20. External door and window headers shall be a minimum of 3- drawings. plans. 3. 'Limner constructionoperlien nfor chi rter shun to c conform mto hefthclBC -2009 4 Exterior construction shell be carried down below finished exterior grade to aminimnm depth of 21. No joist shall be solea or drilled with hales without Inc specific approval of lie architect, 4 Mm(A)For moderate timnominall " thicknes S-P-F 99 4-ovideemnoted otherwise. (A)P15% ma MC). nominal 2" thickness S-P-FNI/#2m better . Begare built p of broker orreinforced be fir In any way wlthoutNeher,specific approval of the mchiNct. 5. Provide temporary or Permanent supports, whether shoring, sheeting or bracing so that no horizontal 23. ➢came built up of timbers shall be firmly nailed or balled together, (15% max MC). mavrnien[ or vertical eetllemrnt occurs to existing structures, streela or ul0ltiea adjacent to the Allowable bending stress 24. Plywood shill be laid with Face groin parallel to span, stagger all joints. protect site. IF = 075 PSI (single member use) 5. Sills slava be 2-2x6 (pressure-treated) and shall he anchored with 3/4" diameter expansion anchor not 6, Cwry out continuous control of outface mid subsurface voter duung construction such that more Nun 32" OC and et 8" lions each came Pll = 100e PSI Qnoes F member age) foundation work is done in dry and on undisturbed subgrade material, as applicable, 6. Temporary, erection bracing shell be provided to hold strocNrnl limber securely in position as Allowable ones emelt gra n135- PSI 7, ➢onom 3 inches of exactions For footings shall be finished by bond shovel described ors the drawings. It shell not be removed until permanent bracing hes been installed. S Backfill under any portion of the dnswre shall be compacted in 6" It as per specifentities Compression parallel lar to Wain PSI 27 Timber shall be generally knot-fice, wo[7 only small light knotspermittedandgenerallystraight- CompresaItculurEgroin I PSI straight- requirements. _ grained Modulusui9with 1,40"000 PSI 9. No foundation concrdshall i placed In water or lie frozen subgrade project is elasticity 28 Stmcmrol timber ehn11 be identified by the ogn iz mark being or ccmficate of inspection issued by a (DJ For members with nomnml4" thrclowsg and greater southern pine lll or better(19% max 10. Protect to-plvice foundationsfwas slabs sfrom until penetration al std the praJsup Is rt syn sled grading or timber she bureau or agency recognized as tieing c occurring 11. an not 411 stDl behind foundation walls slit permanent lateral sunclmnl support system is m place Allowable bending stress: 29. Strucdesignation timber 574]1 be thuds f r Establishing lumber to accordance with the Allowable of ASTM and of Full suenglh, designation 9245-74, "Methods for Esmbhshing Svuctural Grades and Related Allowable Properties Fb = 1300 PSI 12, Sheeting, shoring and bracing for the lateral support of excavation shall remain th place until all for Visually Graded Lumber". per manenl structural systems belmv ground level are complete. Allowable alone seals Fv = BS PSI Compression parallel to groin = 925 PSI 30. Timber shall be so brindled and covered as to prevent marring and moisture absorption from snow or rain. Compression perpendicular to real = 625 PSI 31. Stool Its and an 1 s shall be new steel conformin t ASTM A36. CONCRETE Modulus ofelvs[ici[y- I, 600,000 PSI plats ge gO 1 Concrete work shall corse in to "Belong Code Requirements Cor Reinforced Concrete" (ACI IC)For pressure-treated members with nominal 2" thiclmees, southern pine A l or halter (19% STRUCTURAL DESIGN LOADS "Specifications for Structural Concrete for Buildings" ACI 301-05 , max 3 , and "S pec' sec ( ) Allowable To bending stese - 90 13 PSI PSI 2. Coconuts sive] be n ntrolled approved testing age pm[ianed, mixed and placed in the pmoeece of Allowablendomshear parallel t grain - 51 t Dead Nada representative noted thawapprovedtellingagency. Compression perpen to grain PSI e to Weight ol'bnilding components 3 asesonoted otherwise, concrete anal haven minimum 28 day compressive strength and be of type Compressionodulufpeticity 1,arN groin = 5651'51 2. Live )Ty ns follmvr. at preseoaela9Tid mandate PSI BD Exteripicalor residential nfloor-40 PSF CD)Pmpreseurx-ee (19% 1 membrre with nominal 4"thickness and Bremer, sonnhem puce W2 (B)Roof snow and Balconies pl-60PST Footings, lie beams, piers, columns pregame-created (19% max MC). (C)RoaFsnow loud-21.0 PST plus drill 00 PSI Allowable bending stress Fb = 1250 PSI Pg -3(10 PSF; I9=1 0; Ci =l fTCI=I 0; IS mal weight) Allowable shear stress Fv= 95 PSI 3. Wind loads-Per NY Slate Building Code and ASCE7-05; Wind Speed 120 mph, 1 Framed slabs, beams, walls, Compression parallel to grain -]25 PSI Exposure C; Occupancy Category "II"; Importance Factor= l.0, slobs-on-grade Compression per Pendictiou T° grain =440 PSI End Zone Well pressure= 25 7 PSF, Int. Zone Wall pressure= 20 4 PST 00 PSI sclodithe of elaticity = 1,400,000 PSI End Zone Roofprensurr- 17 6 PSF; Int Zone Roof pressure-- 14.0 PST ormal weight) S. "PT" indicates pressure-treaded l°mbcr(t° beDead when in contact with concrete, masonry or Height Adjustment Cocoa End Zone Wall Esp Int Zone Wall (Pg6 1 Topping slabs & honsekcepmg pads weather). 0'-15' 121 31.1 24.7 30 PSI 6. '11-7/8"TR 230'9' etc, Indicates engineered wood l-Joist with laminated veneer lumber flanges and 15'-20' 129 331 26.3 weight) 20',25' 1.35 34.7 27.5 ]Inlet4. Concrete to be exposed t° the weather in the finished project shall be am LnTmmed. OSB 2" x 14"]lie '➢etc. indicates MacMillan Co veneerequal, P P 1 ]. 'O, 011x14" LVL' em. indice[es laminated veneer lumber-2.0E beam or post by the Boise Cascade 25'30' IAO 36.0 28.6 5, Provide vapor barrier under interior slabs cant on grade, Co, or equal. 30'-35' IAS 37.3 296 6. Construction joints shown on draWtngs are mandatary. Omissions, additions or changes shall not be 8, Joist support by nailing is forbidden college Lined with on approved proper Corona noted otherwise made except with the submrtid of a written request together with drawings of the proposed joie[ on plans, all Bush GamedJmsts and beams shall be Turned with Simpson hangern an allows be locations for approval of the architect. approved equals): 7. Where cnst°cttmn joints arc not shown or when alternate joint locations aro proposed, a concrete (A) Ceti, 2x8 placing sequence shall be submitted to the architect for approval prior to preparation of the Type 'U26' reinforcement shop drawings. (B) 2-2x6, 2-2x8 0 Size ofctmek placements, unless noted otherwise, shall be as follows Type 'U26-2' (C) 3-2x6; 3-2x0 © Catalano Architects Inc. Minx Length (Da (Feet) Ty 2x10; 2xl2 Type 'U2LT Carbone Residence Mux Area (E) 2-2210; 22x12 (SH. Feet) Ty(F) 3-2 21; 3- 1 Fominggand Waus (F) 3ax1o; 3zx12 POOL HOUSE 30* Type U210-3' Castle Read, Fishers Island, NY, 66390, Slabs on grade BB 11-7/8" TA 230'n/360's 30* Type ITT3511.88' (11) 114/0" Ta 560's 90V place in alt panel Type 'ITT411.88- ^Exceed onlywhere Intermediate contraction joints wx vided. (1) 3-1/2" x9-1/2" LVL. Pra lype 'HGLTV3.59' in 5-1/4" x9-1/2 " LVL 9. Minimum of 72 hours shall elapse between adjacent concrete placements. Type 'HGLTV5.59' 10 Concrete shall be placed without interior constitution joints except where shown or noted. (IQ 3-1/2" x 11-7/8" L.V 1.. GENERAL NOTES Vertical construction joints and steps in concrete work shell be made at robspan or at points of Type 'i1GLTV3.51V minimum shear. (L) 5-1/4" x 11-7/8" L.V.L. SCALE: 11. Concrete slabs shall be placed s° that the slob thickness is at no point less than that indicated on the Type 'HGLTV5.511' drawings. (M) 3-1/2" xIW' L.VL. DATE', 6/23/14 12. Structural steel below grade nhnll be encased in concrete with a minimum cover oft" TypeHOLTV3.514' (N) 5-1/4" x 14" L,V,L. Type 'DGLTV5 514' REINFORCEMENT (0) 3-1/2" x 16" L,V.L Type 'HGLTV3.516' Catalano Architects Inc. I. Reinforcement wank of detailing, fobricatin° and erection srivll conform to "Building Cade (Q) 5-1/4" x16" L.V.L. Requirements for Reinforced Contain" (ACT 318-05). "ACT Detailing Manual- 1994" (SP-66), Type 'HGI.TV5516' 115 Broad Street •CRSI Ntanual of Standard Practice" (MSP 1-97), and "Strvctiml Welding Code -Reinforcing BC3-1/2" x 1S" L.V.L Bos lop, Massachusetts 02110 Sle°P' (AWS D1.4-92). Type IIGLTV3 518' 2. Steel reinforcement, unless noted otherwise, shall conform to the following', (S) 5-1/4"x IIn' LNI . telephone 338-7447 17 Ty pe 'HGLTV5.51 8' facsimile 61 7-33B-6639 I Bars, ties and stititips (It is the contractor's responsibilitytodeteonkne correct hnnge s for all sloped and/or skewed TM A615 Grade 60 conditions ) (-60 I<SI pF NEry, Welded woe fabric (WWF) TM A185 a >F . 54 'ak`n"c VV L. HO" I / 2010 N1 9 _ - - - a..L;111,.,1" n'In . I , -I I , n^ di 114 11lf, Ell UP fo wALL B b/B 512 O TO WALL 115 5/B P2 UP 1b" ^ v 4 V 5 - r0 FOOTING N53/d N 512 x 61,2 HOE a-_ 9/G' t I61m 1 fiipRE5HEIB«6-0 _ - � t1 ITo EVIE'00ilF1G' 1/2 �— - - m t1 To 6WALFE s 512 ro, lf0 BEAM ROMP 7131 II „ ,, '0 - _� -N� 5L2 ;- P2UP AervaVW - -`� O (ro sHELFrI 1319 O _ - - _- � _— l�Yw�yl 51 —o�Wnu«a'.y 5i '1 — 4a,wnlL.a'.a b/e' - _ nl 5K r _ ��9 n cpNcsLnpiv/ - 1 - _ TO 6i0ME fiHELF G O - - - - 0, 5ttINE,SHEL ,_16.0"I � s, I -- - -iO, STONE fiHELF«G O axe wwdv4 wwF - �k. III 2 512 PVGR 6"GRWEL BASf _ 2 ` __ F _ ________ 2 ___ x .... �. —_— . � - 51,2 i n o 1 -- TO,SIIRr' - -0 'IB' 0, 5HELFI , JE N �fO VVALL151R/B' 512 -TO,SIDNE 5HELFI NO U -------------------- - 1 ¢ c1 DN m c1 DN- m F _ Rl — _ _ _ I - cl uP — o ________ _ a a mgx N'Zil - bid LSO all h3IB� =7 ClUr--/ f 6xb 141/rA'IhWW.F O_, _FO°TO WM1 Oii_ 3 / 1/2 ' b - _ l m 51.2 a _ — _ _ _ _ _ LL OF_R_IUG_f_ABV Fib 9112 61(4" n n1 _ PNI' m 1I _ N THE 5 1 _ _ I �—COrIL, pEAM nBWE a VER 6"GRL1IF,ADDI TO STONE 6HELF12'O" . f -i A3,2 12 1 a TO Add 57515 - � —r 32 12 }0 P50P REA A `NA hO, 5IDNE6NELF 51.2 X1 11— 21/9 WAO 5�y / 1'D43B, POLI CTG VWLL -01%7J� Al 51.2 o9IBM POCKET Q1 -O p2 � 2'[4 —� —�- �TO SRINESHEIFItb" 6y,2 Rm 61.2 ii 532 Q 51' 51.2 512 k e �r h/ TIIJG B 119/9 51.2 ; 5L2 — 31/2"x11%/B"LVL x Pw' IB^ L 51P A - N O,STOVE 6HE P2 UP HGV3-0OWN TO FOOT N511aC 5HBELF-I 31 —� R Were I LC-OOWAI" PI UP P2 UP `PE OP P2 UP - He P CA N" ANCHOR 5GE . i. 6EAIL5/512 * V AN DRAW ANSI OFF SEC I� OElAL6/SLP DETAIL Solt EF C1 _—_iH_91/z -- - TOLD Poll C1 _ CR C) APILI IDR dEE _ OEiA1L5/G12 - - .6 F00PMG .y'.O, 1 all 15 I I Pe Ii uP — _ _ _ _ - —x _ _ - - _ — — I } 11 —P6 PT UP I Foundation Plan 0011411 I 66 19' 17(2 55 07(h" _ _ ® SCALE /4' 110framing 2aH R PG 5/5 6_3141[9" _ -5" CgLE', 1114" - 1'-0" N fm M1 e 5We VP vy'1s llz WL IIEAOER - 32x6 HEADER I 3SAO 1IEA PER T %vm TREE, 0'S POP 3241 rz DN DN -Arlo UP AND UP ANN, PION AN B m 5]14x117/6" 1 VL SEAM AND IIP N y O v v "TW005 _ HEADERN .y �' w II %/B r-_r 32x0 - - 116) d q\0 O ZR __ �( O \ry� — 9-PN6 HfAOER iN 16"O L - Ir0 1 rI DN P1 DN ©Catalano Arch1woN Inc, V72 _ dr— from Lexeer X 10 FI ll Oil � 10 R FTE 5 ® 5"0, . 31/2"x11%/e LVI LO - hom heeeer u M1coec N 31/2"x11%IB LVI _ PI PHI _ _ PI ON 11717 1r J Ir0 d OPEN FOZR — PI 32x5 HEA° 1/2"n 4" 02tOR FTE 6W 6L IOGE HEA eo M1cWer L L RI E 6 AM 5lR 14 LVbill Carbone Residence _UP— yl/2"x11%/61VL m „� I'I UP m P1 Dn o_ IDR FTE San e' —, 1p .— a n0N POOL HOUSE P1 DN R -1Am he°eer _ _ _ - �1e�"°`I`r a � � � Castle Head, Fishers Island, NY, 06390, PI UP '31/z"x117/O LVL _ -_ _ _ MUP 32x0 HGnoCP. - ,L '\\Wr lD O {// 3-SAOI EAGER 117/B13230'a PI DAI o Ir0 'ro 91/2''x117/O LVL 'R✓$ p p �C pie cc 311 17/5 LVID P6 DN 5 o P ON - PI N — . 11718 TJ1230,° -- --- - Structural Plans Pie Ole - I "��� � _ 91/ea ° ° P2 DN _—__. ..m_ 0 3 P2 Off _ � 16' L immleeecr mM1cxgcr PFe°dar P2 DN l � - ANO up °--' Roof Framing PION PD DN RIDGE AL 51/h'x„r'LVL DATE:: v4” _ , -9" O g 3Pxa H5ADER _ -�-'"—_, Bu4 nv6 LVL 51/4"a1 %/e LVL 5114 NIL wS Ln 6v4 x16 RATE 6/23/14 - wn 7/a rvL 1 3 P1 Ohl 1 PION 32N 1010HEA AND UP MR IANDN -n1'muP 18 TAHEADER LINES SCALE: 114 Ad TJ123°s 1B °`' a TJI2Ws 0 16 SOCatalano Architects Inc. Ps o COLUMN LEGEND: ,L}rp 3-zxa &>0 115 Broad Street Boston, Massachusetts 02116 P1 - 2-2xB tel6phone 617-338-7447 dh P2 - 3-2xfi n _ facsimile 617-338-6639 P3 - P4 - 4x4 P5 - 46 2-212PT 2ex2EL z{p„Izvr Pfi- 6x8 PS 'll orll - Fall Pie FrRNV6FTPill P7 - 31/2"x31/2" LVL EOF we1;�2 P6 - 31/2"x51/411LVL - P2 5114114 LET P9 - 51/4'x51/4" LVL Pz , 01 - HSS 4x4x1/4 P1 -PI Second Floor Framing Plan SOUTH GABLE STRUCTURE �k 5/5" p1twood _ 2z6 @116"0, vel 111716 OR =2-2x6 MINIMUM 22x6 PT ere 5/8" abobaA - 118114-5 0 5 2 5 OR POST J antgheatFing 1 1 dowe ° FILL ALL NAIL - - bolt, @132" OL, 1 &0016P0T SI II/ HOLES PER ir4® 12"�i - G/b I Ipvoad I6 _#q ohl bare MANUFACTURERS SILL p �mnt LVL A ® 15' hor 1 REOUIREMGNTS l dIa r 2 111 46ar, du l2 vert 1 ° c vb lta03H OL1, troll-� ° De o W32'I°O.4 f ���2112 d1p 1e96olcs Ir 1 BE9°/e"01FOUN8A - f ° "portion� LLV ,ypy ` 10 1 RODw 5CTO NO REMMNI5 AND 51TIONS 6 � Y '�,0.pvY n __- I gel J 1 BORN OR6Eneo 59e" i 0 _ _ _ _ g �q� LBx9 i #4 here 012" var1. }3/yolcs 51MP5ON ADIgE51VE ACRYLIC-9E(At13)- -- CONCRETE eacF fete - - - 31 2 1" FOUNDATION WALL holey® 15 0 a ° \ �� horiz re0feae�V -_ _ - - - - 6 F Hold Down Detail ° ° #46 r 4112" vert 1 V SCALE' al4" = 1'-0" epch faceIr m I alms 2'- EVERT ------ - - - ° e e ° Itlnq ° ° 04 IF 8112"vert 6 °'F % Foundation Detail ° ° ' ° d 6pre015 sCALE al4" _ 1' B" 1 1q L_ /�I#4beach lace � t 11 \TEI _ 1 P9 ° ° ` each face �— L_d m �. B112" #4 HERR. 0112" \ L_ #460 ® 15" oil alfac4 here ® 12'vert ° A \ dEwelrelnf to match ° ° _ _— hods. pch Pace - - v - - - - m ° each face o e _ H1TI6 OR \ L_ ° IFPHIF 3 #4 bars 0115' m 1 .________ a 0 0 0 ^�Hal I& epch feel ° e vl, le ° 9 #4 berg 916 eln'H TIIREAOED MCOM/ NTE m . 8112" /ro , ° Ln O —Faris each Pace WASHER SET IN SIDES ADHESIVE P1 2 - #5 Laura o ° ° 0 o ,1LRYLIL'tlE (AT13) et footln9 k - - —��6 — - - } 7;4^ IF 1: FFFI ® 12 "art FDN Wall Build-out for Column al each face SCALE. 3l4" 1' e" ° ° ' 4 LE 3114" = 1'-0"Foundation Detail dolFelet arch - 41� SCAdowels to Ill ort m1,4 Felt alnf a2 - #5 bare 6 6 %et fcgtln9 2 -f#5here' 21 6 ' i 1 11 1 ° 2x6016"O.L. w/ at eal veruremt - - 5/B plywccd 2ik - - - - Foundation Detail U Foundation Detail _2e #5 here rove,to match hpthlnq dowels to FallI SCALE 314" Val ° r„ ry r - 4 e dam' 2L P#5 ier bare ° atfootlnq _ 2x601606, wr Ell \ - - 119lbantlII 0 " -\-- 22x5 Pf 111s ell plywocd ''" /4 eheacFinq __ _ -_ 22x6 PT sills - - 0116 oC d ^ mow/5/B dl nchcr wl5/5 Ala anchor _ 26 A ^ 26' _ �` - over arl pool IIIA 52'0L, bolts ® B2 O.0 a Foundation Detail ot2",a - Tic Foundation Detail SCALE 314" 110-1 SCALE'. 3/4" _ ,,-D" � ©Catalano Afchlloo[e lnc i ,15/B"dla exp bcicg #4 here w #116" D,L. wl4" e,„bed Carbone Residence I "a — is o nareperlace ir4bars ® 15° POOL HOUSE — herb each rare Castle Hoed, Fishers Island, NY, 06390, #4012" a4 Ieslde face ,side face #4 More 0116" Iq j IIDtlz eacF fats 1 l e J -- — #4 afrr 912 verb #4aplm STRUCTURAL DETAILS re ouYslde face O ° 0 Felt __--- / - - _ — __#6 ® 1z t - ua mils^ SCALE', 34, 1 -B• °t,lderaae _ 4 j ° =4 2-ue„a e' , Ili DATE fi/23/14 I J 5 1 2 - #5x T.6" fl 1 m #4010 Catalano Architects Inc. 0 9 121 War, 0 �- r-10 1 „ r,6'! _ - _ _ - z6 __ 115 Broad Stroll F #60112"Fop a6t#p afro - - v_to" ' °¢^ � g' 5" Boston, Massachusetts 82116 m,vmg -- _ 6 - u46are dhold1, to me 1 talaphone 617-338-7447 _ -o at top of re relnf. facsimile B17-338-6539 ° m e o - ° ° �fo,ting - o #56 a Cont m @Bulkhead Bea ° ° e ° 9 - #4 bar, ° at foc4n9 e e SCA!_ 14" - g" m I I 4 #4 bar, i - A Ir1r IJC� �i at bottom ° FE of}col�ing 2 OF OF - - 6-8. ro Foundation Detail Foundation Detail Foundation Detail ecALE. 314^ r-o^ �� scALE: al4" = v.o^ (� scALE ala• p.o• age at , WALL PROVIDE SHOP DRAWINGS INDICATING BEE SPLICE STD HOOK STD HOOK PROPOSED JOINT LAYOUTS SCHEDULE MATCH SIZE AND 1'-0" MIN 1'-0" MIN RESAR, SAME SIZE AND SPACING OF SMALLER a HORIZ BAR OPTI NAL SPACING AS HORIZ WALL CON 'T JOINT REINF X 80 DIA LONG CONSTRUCTIONOINTERIOR FACE JOINTCONSTJ CONTINOUS �Yz" INTERIOR FACE ( 1 KEYWAY (OCCUPIED SPACE) 2" CONI w i HORIZ BARS w w HORIZ BARB H ', •I �yyM___``` ,,, CONTROL JOIN (CJ) w 0 STD HOOK, 1'-0 ' MIN U Y2 H • " ---___- w LAP OUTSIDE BARS OR a r VIDE CORNER BARS AS o INTEGRAL p TYP DIFFER DETERMINDE HORIZ E OF me if BARS I N THIS WALL WALL REINF Ya• a/" • RDETLET, IF EXPOSED, FOR WALL REINF Yz • TOP OV, C 0 0 ❑ 11-011 p `_—____ w EXTERIOR m MATCH SIZE AND FACE CONTINOUS OVER ry PIT AILS SEE ARCHT DI 3/a LL SEALANT ON MIN EQUIPMENT USING SMALLER SIZE _ EXTERIOR FACE AND TOP AT CORNERS CAULK BELOW GRADE, _ AT INTERSECTIONS VERTICAL CONSTRUCTION JOINT VERTICAL CONTROL JOINT LAYOUT OF CONTROL, & CONSTRUCTION 7 HORIZONTAL WALL REINFORCEMENT PLANS $ IN CONCRETE WALLSg IN CONCRETE WALLS 3 JOINTS IN CONCRETE SLABS ON GRADE VARIES w i "U" BARB SAME SIZE 8 DAMPPROOFING 0 SPACING OF INTERRUPTED FOUNDATION WALL 1 BAR EF TO MATCH 1'-0" MIN a w WALL REINFORCEMENT - NATURAL SOIL BACKFILL Inn riT In m w TYPICAL FOUR SIDES HORIZ WALL REINF 5L PERFORATED PVC PIPES LAID TO BL UPPER FOOTING INTERRUPTED pIT, - T- 2'-p" INVERT ELEVATIONS SHOWN ON WALLHORI4'-T MIN 2 REINF -m=I�II6 PLUMBING DRAWINGS WALL REINF SL CRUSHED I�'I 1 � LOWER CONST UCTION STONE FILL b W L ORIGINAL STURBED6"O PERFO ATED II' o: HOOK REINF WHERE BARS UNDPVC PIPE VAPOR SLAB ON E1• p N 2MIN > CANNOT EXTEND SPECIFIED SOIL I OR ROCK 1'-0' L'', ' BARRIER GRADE LENGTH BEVOND OPENLL NO EXCAVATION SHALLING MADE LOW THIS 7:1-45 AL GIL EACH FACE MIN, BR THE BOER PROTECTION -� MAX LENGTH SPA DLE EIS A=LBHOC,EPCL FALENGTH). e o z d' �,' ' FTG REINF UT NOT LESS THAN 1 D MIN LINE WITHOUT ADEQUATE II - 2 BRACING IL PROTECTION 1'-0" " MIN %" am �n DRAINAGE FILL uA.n-i-m2 _n SL THE IN PLACE UPPER NOTES: AROUND PIPE e" MINIMUM FTG REINF D FOOTING. 1 WALL OPENINGS SHALL BE COORDINATED AND DETAILED ON THE MIN STEP FOOTING (SF) REINFORCEMENT SHOP DRAWINGS 2 HmIT CRUSHED SL = SPLICE LENGTH 1 H"W'" uw RAFFI FILTER FABRIC STONE OR APPROVED EQUAL DO NOT E%CAVATE ELEVATION OF STEPPED FOOTNG SLOPE BETWEEN FOOTING & REINFORCEMENT AT OPENINGS IN BARRIER BELOW THIS LINE 10 AT FOUNDATION WALL11 ADJACENT CONSTRUCTION 12 REINFORCED CONCRETE WALLS 13 PERIMETER & UNDERSLAB DRAINAGE LVL BEAM WOOD POST ENG. JOIST ABOVE 40SHR' " STRAP PER CODE HANGER IF TOP PLATE IS NOT LVL BEAM INVERTED SIMPSON LVL BEAM CONTINOUS OVER ° COLUMN CAP 'CC/ECC' HEADER ° SERIES ° LVL LVL BEAM OR LVLBEAM HEADER NOTESIMPSON 'CC/ECC' ' 2 ROWS OF 16d NAILS @12" OC FOR 9J¢" LVL C Catalano Archhecls Inc COLUMN CAP SERIES WOOD POST 3 ROWS OF 16d NAILS @12" OC FOR 11 �/" LVL BELOW WEB STIFFENER 2 ROWS OF V0 BOLTS @24" OC FOR 14" LVL (SIDE LOAD) AT HANGER BOTH 3 ROWS OF Ya"0 BOLTS @24" OC FOR 18" 8 18" LVL BIDES TVP 3 ROWS OF red NAILSWOOD POST ER) SIMPSON TYPICAL UNLESS OTH@RWISE NOTED T016" LVL (TOP LOADCarbone Residence SIMPSON 'CGECC' NGERSTYP ( ) POOL HOUSE BELOW COLUMN CAP SERIES SEE PLANS FOR SIZE TRIMMERS Castle Road, Fishers Island, NY, 06390, END POST DETAIL (c)LVL END BEARING DETAIL END BEARING LVIL BEAM 7 LVL INTIERSECTION $ DETAIL (a)LVL 1 g @ENG JOISTDETAIL MULTIPLE LVL NAILING & BOLTING `15 BEAM (REQUIRED) SCALE, V = 11I 16 (c�LVL (REQUIRED) scALe1" - 1'-0" SCALE VI SCALE: r' 11-0" scALE. 1^ - 1 14^ 20 PATTERN (UP TO 3 PILES) SCALE. r' - r-0 6" MIN CRUSHED SLAB ON GRADE STRUCTURAL DETAILS STONEAROUND PIPE SCALE 1' = 1 '-0• PIPE SIMPSON TYPE RIDGE DATE: 6/23/14 HIP, VALLEY, OR "LSSU28" RIDGE BEAM Zx RAFTER PLYWOOD SIMPSON TYPE Catalano Architects Inc. LS90 ANGLE EACH STEEL SLEEVE SIDE TYP 115 Broad Street FILL MATERIAL ]- THRU WALL Boston, Massachusetts 02110 Ipmm- -ID telephone 617-330-7447 facstmlle 617338-6fi39 SKEWED/SLOPING PIPE SHALL NOT PASS UNDER OR THRU 2x RAFTER WALL FOOTING, LOWER FOOTING BY STEPPING TO AVOID INTERFERENCE y int SKEWED/SLOPING RAFTER TO RAFTER CONNECTION rc 14 PIPE THRU WALL 22 RIDGE, VALLEY, OR HIP 23 @STRUCTURAL RIDGE SCALE: III = 11-01, SCALE. 1" = 1'-0"