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Home My WebLink AboutDRAWING #4164_AS BUILT_10_23_7400 RIDGEWOOD AVE. CAPE WINDS CONDOMINIUMM 'V MAR TOP of ELEV. if REINFORCIN6 TOP BOT T. _it`,1wv_ n S ECT ilz h- LB -1 ��"Con - , q /C' y AO:taTT4'trdailr ¢rrd Bfl�rr8 Gt/tC'Ck//@ IN "/,ru EQam 2�5 I SECT L --3, L B-1 A T 3-3,70. 2Con�lJnwusB"C+seeSxton2-3t isSha&e%w 4tiona+WDiscontinueWwa at En Lomidors seeS�tan2-3 this5hc�tforcmdita eiW dowsEClrors B_I 911M PEINFORCING AT COPNERS ANDWA L L l /\/ TEP S E -CTI ONS- ALSO SHOWI�Npp�GFILLED CELLS 246 - /V0 TE. ceQ7•Y2!0" IiG'bom wow& N o-51,lUiEd /I7 O uo/L`(%u w"`buwo I 3-2 U! 8 2 TOP Slob a a19 w Z bo/'i JLp I60#vrr+ rOr avery anv Lior coi A._'S sof kir ¢Jery cu/) T+/7• y i,: = Beam depthas required elevator door. b9 N,A ,b /to It N d SQ. rr°n "G - M 2_(a ♦ 2-6 ; M - .3ru4 �? r„ - �r Feb ' tug 4} i�Zar � FuGL ry/r. Foor _..— DIAGRAM 9 - S/Ob r; CON D[_NSED,SPECIFICATjONS, PSTda.,n}p. cprxrbois. I n /nterma Bars cndrn9 /r/i�r✓IP 17+5-; #12 at Sl+arfitnr�yyat ,I •hero" od hr'Leve/ moor SIR C7URAL STEEL Ueslgn per SPEICtFICATTOIV dforKhe° DESIGN;;FABRI-CAT30N� and..ERECTIO 4f ,eT . URAL Conl,Top$ors4Lobey�Columns, into Slab B -6 �' F 5E/2^ I �' :STEfifiL,for; BUiLVINGS,,.1478 f'St 8. Rev of :aARreritall r 1 C st uctlorn All ,ructural 4 - 3 I L5-2 @Rrletel8`44 kz 2-+r5, _I 03 3-1,33 1 �'tej P1 -i 2-"5 i F ro� Top of arode Seom 4 Fii N o d/ 9%. \,* . o TYPICAL. " BLOCKWALL' R_ EINFORCING DIAGRAM - NO SCALE' k i?1'(>-q'J4,1"1d�ok +P�4rxju 4, i€,cG�Prffqrjyk rauire„3�+ ,..h t:gy b” P Akd..:: �v 'iI_rCi F1CJ.AC4 k,Y.Gr✓C1.P �. nr. !'"Y.k � J ° r t•..p 1� L.itaNjo 1I ,r-� ,j n ^I I� d`w»r� I dKl ul+rr A\ j + • rrt 4,NM, - x� llNl'J d b¢e Cul 4'a>addg � G.t/Zrvorr; "`-" CY TY131CAL _SLAB REP'/NI-OPCEMENT DlAGP'AM ,$d frJ N0II- t/2t^Sfic>rvr I -a r'bar.`va /✓aL ver 3u'cc'�t,',. frR.� ord uff>�-dear L,poci''Jr' ��Ig`y -i I rJP,,,d��y� fnuruPaLrWtGte3t,yfYusd, �'vr c3eravrc ✓ oo Coral 67ds> P � a odC Ba Is � V4uifi 2%w oloBarswhue5orte:ti/eluriiYeamxxedile. "3 rrS(Le a cal reio>rs r? -2i o u �h �,a+ Tor ocrn d-1) Ai��S�c n9 hr%5 Nc 3"Nato as r5LrlPedv�ed'' `� y tit E d erif. �3 3e3 or shown toSed- � � �ATp p Aovide-L 2F+r2me size as sikrsactiiq BarsJ�ora9 Mov.lhv/ bend/=G /itkrsAcfin95eQ7 7.. sg,)oloN avners and 'achons. 5/ DWI b- 2. Whet 8ors morktc� oonhduous rvgi Ike Lops - 4o Bordo of po nt of /east 54re ss Mid Spon for Tbp dors,, ve Co/o.nn ' for Bo#bn7 Bor.Si _eeCo/,VeIII 3, provideB'p 1KookofadTapBarsoPBeamErrs. +3 rj C �co/ Ve,hco%(5eevCO/ TYPICAL BEAM REINFORCEMF.,N.T DIAGRAM Types, S- 1) Al .O S C A L E 2•'S6e ,Cmt,Top� h n v r" nme Size 4 /Wo. �, __� 8"Can st�t.w/8"b n at ends ` Fi I %t/rr,/s.� q Fw'Dxr&Wiidav(�O S.(No�ch2WDoorgtiy) - ,$ 0 #✓ 9 _ 2-r5b9rs,Ccnt,Mld. D "-i Top��ohn 2-r5L-ars,Cont,8ot. I; i MAR TOP of ELEV. -d REINFORCIN6 TOP BOT T. TYPICAL DETAIL OF n S ECT ilz h- LB -1 ��"Con - , q /C' y AO:taTT4'trdailr ¢rrd Bfl�rr8 Gt/tC'Ck//@ IN k i?1'(>-q'J4,1"1d�ok +P�4rxju 4, i€,cG�Prffqrjyk rauire„3�+ ,..h t:gy b” P Akd..:: �v 'iI_rCi F1CJ.AC4 k,Y.Gr✓C1.P �. nr. !'"Y.k � J ° r t•..p 1� L.itaNjo 1I ,r-� ,j n ^I I� d`w»r� I dKl ul+rr A\ j + • rrt 4,NM, - x� llNl'J d b¢e Cul 4'a>addg � G.t/Zrvorr; "`-" CY TY131CAL _SLAB REP'/NI-OPCEMENT DlAGP'AM ,$d frJ N0II- t/2t^Sfic>rvr I -a r'bar.`va /✓aL ver 3u'cc'�t,',. frR.� ord uff>�-dear L,poci''Jr' ��Ig`y -i I rJP,,,d��y� fnuruPaLrWtGte3t,yfYusd, �'vr c3eravrc ✓ oo Coral 67ds> P � a odC Ba Is � V4uifi 2%w oloBarswhue5orte:ti/eluriiYeamxxedile. "3 rrS(Le a cal reio>rs r? -2i o u �h �,a+ Tor ocrn d-1) Ai��S�c n9 hr%5 Nc 3"Nato as r5LrlPedv�ed'' `� y tit E d erif. �3 3e3 or shown toSed- � � �ATp p Aovide-L 2F+r2me size as sikrsactiiq BarsJ�ora9 Mov.lhv/ bend/=G /itkrsAcfin95eQ7 7.. sg,)oloN avners and 'achons. 5/ DWI b- 2. Whet 8ors morktc� oonhduous rvgi Ike Lops - 4o Bordo of po nt of /east 54re ss Mid Spon for Tbp dors,, ve Co/o.nn ' for Bo#bn7 Bor.Si _eeCo/,VeIII 3, provideB'p 1KookofadTapBarsoPBeamErrs. +3 rj C �co/ Ve,hco%(5eevCO/ TYPICAL BEAM REINFORCEMF.,N.T DIAGRAM Types, S- 1) Al .O S C A L E 2•'S6e ,Cmt,Top� h n v r" nme Size 4 /Wo. �, __� 8"Can st�t.w/8"b n at ends ` Fi I %t/rr,/s.� q Fw'Dxr&Wiidav(�O S.(No�ch2WDoorgtiy) - ,$ 0 #✓ 9 _ 2-r5b9rs,Ccnt,Mld. D "-i Top��ohn 2-r5L-ars,Cont,8ot. I; i BEAN SCHEDUL E MAR TOP of ELEV. -d REINFORCIN6 TOP BOT T. TYPICAL DETAIL OF ADDED REINFORCEMENT S ECT ilz h- LB -1 ��"Con - , q /C' y AO:taTT4'trdailr ¢rrd Bfl�rr8 Gt/tC'Ck//@ IN "/,ru EQam 2�5 I SECT L --3, L B-1 A T 3-3,70. 2Con�lJnwusB"C+seeSxton2-3t isSha&e%w 4tiona+WDiscontinueWwa at En Lomidors seeS�tan2-3 this5hc�tforcmdita eiW dowsEClrors B_I 911M PEINFORCING AT COPNERS ANDWA L L l /\/ TEP S E -CTI ONS- ALSO SHOWI�Npp�GFILLED CELLS 246 - /V0 TE. ceQ7•Y2!0" IiG'bom wow& N o-51,lUiEd /I7 O uo/L`(%u w"`buwo I 3-2 U! 8 2 TOP Slob NoopenaJ:✓ lYbe /rovived ¢oCi1 v/ e Ta3,ee'Ar 'ccrrna Alen t 6/eern w Z bo/'i JLp I60#vrr+ rOr avery anv Lior coi A._'S sof kir ¢Jery cu/) T+/7• y i,: /'bu*MPn• Beam depthas required elevator door. b9 N,A ,b /to It N d SQ. rr°n "G - M 2_(a ♦ 2-6 ; M - .3ru4 y/p� drDl//rs� ,J - �r 9 4 moa Land! i�Zar � FuGL a _..— DIAGRAM 9 - S/Ob r; CON D[_NSED,SPECIFICATjONS, PSTda.,n}p. cprxrbois. I BEAN SCHEDUL E MAR TOP of ELEV. -d REINFORCIN6 TOP BOT T. TYPICAL DETAIL OF ADDED REINFORCEMENT S ECT F2 E M A A K S LB -1 2-`S[onT@/6"Vu` e"' Li' F/doeee//s AT OPENINGS IN CONCRETE SLABS _ 2�5 2�5 SECT L --3, L B-1 A T 3-3,70. 2Con�lJnwusB"C+seeSxton2-3t isSha&e%w 4tiona+WDiscontinueWwa at En Lomidors seeS�tan2-3 this5hc�tforcmdita eiW dowsEClrors B_I Sob r-s�� ,. 2�°6 246 - *3L^'6 I 3-2 Hook Top Bars into back oPcolumns,orcontinue2-00 into LB -1 8 2 TOP Slob Breg ,14; Cone Ailed eA's. p_+6 — "3 fo/' 3-.d Beam depthas required elevator door. b9 DOORS & WI NDOWS �d12' '6Q ,b /to It N d SQ. rr°n "G - M 2_(a ♦ 2-6 ; M - .3ru4 . TYPICAL; C'OL UMN' SCALE 112"=11-0" - �r 9 4 moa Land! 9,14” 2!6 _..— DIAGRAM 9 - *3 VO r; CON D[_NSED,SPECIFICATjONS, Downturnedat ROOF 'B-5 5�6 NO SCALE + 6�d •hero" �; FolJow requirements ofwthe`STANDARD„BUILD[ NG CODE- ' 0395" SIR C7URAL STEEL Ueslgn per SPEICtFICATTOIV dforKhe° DESIGN;;FABRI-CAT30N� and..ERECTIO 4f ,eT . URAL Conl,Top$ors4Lobey�Columns, into Slab B -6 �' F 5E/2^ 982 Ed., and Rev's• .. a s �' :STEfifiL,for; BUiLVINGS,,.1478 f'St 8. Rev of :aARreritall r 1 C st uctlorn All ,ructural 4 - 3 BEAN SCHEDUL E MAR TOP of ELEV. SlZ REINFORCIN6 TOP BOT T. ADD' -L MID. STIRRUP SPACING S ECT F2 E M A A K S LB -1 ovoT 6'x r Slab 2�5 2�5 - 3-3,70. 2Con�lJnwusB"C+seeSxton2-3t isSha&e%w 4tiona+WDiscontinueWwa at En Lomidors seeS�tan2-3 this5hc�tforcmdita eiW dowsEClrors B_I Sob 8 /4 2�°6 246 - *3L^'6 I 3-2 Hook Top Bars into back oPcolumns,orcontinue2-00 into LB -1 8 2 TOP Slob Breg ,14; 2"6 p_+6 — "3 fo/' 3-.d Beam depthas required elevator door. b9 B-3 Tap of ob s ' 8N4 M 2_(a ♦ 2-6 ; M - .3ru4 3-/ At MEst WI Stair: Min,1Ob .; Cont. Top ReinFry Vin. 2'0 irdo ` B-4 9 4 moa Land! 9,14” 2!6 2 "6 9 - *3 VO a 3-/ Downturnedat ROOF 'B-5 5�6 8•/60 2�6 2-�6 - 0395" 3-2 Conl,Top$ors4Lobey�Columns, into Slab B -6 @Flrltxl 8°x ' y /['hYari 2- 2-rF 3 -+',5 > 3 " 8.. J @ 4 4 - 3 lr ie r att318 B3 dnl caniinde o r /Dp l6oNom bac s in JthJJ /•/ /arAea» E .JF, rb Cal. 8. Shtef / L5-2 @Rrletel8`44 2-+'5 2-+r5, - - 3-1,33 2Co�.C=,n,kdLintdraurses(1-8;1-4"W/2"ldrnxrlcorc-topping) N a Foo%� SECT -ION 2-1, ELEVATOR PIT SUMP SCALE: 1112 1-0 , SECT 2— 21 FOOT TURN DOWN -n DESIGN LOADS ns 9tufe: o ee = onr A- iV Loads" "' " 4 steep AST A�36 I F I' t.00 8 Canopies f20;RSgf PAINI rimer, shop. -coat and ; fihish -.fieri `6014, rloors r 4D,gsf shall be;;epoxy.resln`paint it rust dnd.corrpSloli'3-�. Corridor -s, i. r 80.Dsf ihplblt`1ng Coommpponents;+:' except _fir weld ° �an>r�cXY: PUbLIc,Area `'100.pSf su.faCes, Whlcn•should be paintgd saPter-.^s aVt, S`,F, �t'PrTvate Balconies ,60 pSf. U remove ubmtt =paint x, pe, sample "t_` G Mattilf_ac�urer's: 5➢eoiftcatiori to.n9lneer Par sT Ba Wind loads (on N6ri2.Prole6ti6n)Shapl factor „ apDroVAI . 1 3 0. °3o -%ft, 2K4#/sq, t. MACHINE BOLT -A$TM A-307. 30 -50 fC - * , _WELDING. AVS 'D.1 , I BUILDING".SUPP6RTr In 'fgilowingg' the Gedtechnical, RE[NFORCED•MASONRY,: 'AcCortlin9 -to Building Code Cnglneer'S, Unlversal.Engineering,8 Testing Cb,-, recomnendationsf-the.rectan§ular and strlptfootings Requirements for Reinforced Masonry, Handbook 74. 1 have•been•desipeed for soil bearing. pressure of � f.American Standards Institute, inc. approx,3000 Osf,`,pollo Geotech lcal 9lneer's •Mlnr.blocl( concrete strength -f'c=1400 DSI. `06 recmmended-+'Gor1strlictNion Procqur• s'. "Las,,,_ set two--cebl black's gloss.area (f'.c=28.00 psi. on net forth in tW,above Repoit _and regal e. hi on-site area).' inspection+and.-Veri,flcir ion Provide 8block-test§ per floor. , 3 CONCRETE DESIGN6'061umns f'c-40UO..�;psi. Slabs" on ��WOERPROQF`IW ALL EXTERIOR EXPOSED .- CONCRETE - 1 grade f c 2500`bpsi. All other concrete -slabs, 1 Concr. to-dn balconles canopies and roofs shall ) beams:ete.lf'c=350o- psi. 1 -"^+ �� have; is exterior top and side surfaces. coated, Specs✓ACI 318=83;AGI 3,01-72. Provide oset ofj -Wlth*an effective water protective.,drestIng I such-. 4 test°.cylinders for- ay50 cu yd ..if 4on etes- or, as-AOUAPON by PPG I1ntlustries,10c'., or approved., �•. less poured ,lf that `$ pour is. -less 4 -equal. Follow 'Manufacturer's Specifying Code. A11-• , cracks `and holes .should be groutted before'. p on of surface coating. ' . inlglab E# 4 # 6A 20"-68"7natlbeams Blncolumnss 55 2p licati #5,8#6; 30"..#7w36"- G This protective coating will regdire adegUate`:and e tlmelY. malntenance during the,-idfc?time -:of buildln9� -_ - - WELDED WIRE SV STM'A To !Ae but inhmalimars+o!%A!<, inn' lhue Nom+ re !n cam /ron+e .�/A IAa Ifdndd+.l DmTdnC Cd+ r�uq+msn OJ. 2c, 19d# - -( t _