Loading...
HomeMy WebLinkAboutAPPROVED A2.10 A1.11 Life S0 2 0 , , , 65'-0' , ,, 21'-811 21'-8" C 21'-811 , , 0 2'-0" ,, 12'-7�" 3'-4.\". 2 5 25'-0' 0 25'-0" 25'-0" , 49 '-6" 14'-0' Design No. U905 June H!, 20 12 Asliell:mti� Rat:ilg - 2 h Lgold Rnbd-ed -liu�mbly 1&:..-ahM bl:d in olg;grd..i,ni;:e with Wr;irkin lil StN:.:. C-C:.i!ilfl rni.:th�'i;;, rcir us-e under Uml States De.sl;ln methods: ref'erta ln.for.,atlon under Gulde:�- _.r::-m ,.,. -�' f Tf �. \r..·,.·r:.____,_,_ .'.;r.1".:-----,-,,n· ·::.} i . 1:n ::a:oiti :'' cl) · .. t:3-::-f�. t�,.... ..... . ·< ) . � ' ·o .. ,.u ,. . ( ' 1\1-�/.tQ'W , Horizontal Sed ion . . • ' ••• < -' ; • • '·� Bearinfil or Nanbearin" Wall l L. Concrete Rbdo.s oF \farkius Oesign11; -(CAZTC). 2 h rMir:g o,!11:l,edl er. no n:=:on'lbustib � meMb er.!! -�M ed inl:o w!iol l R.ating � l h Nh(!n cc,m bu�tlltilC! m'i!m tloeiS-.!11"!! tra me-d n-'ltCI \\l!II. IIIAS,lLITI" CONCH"TI"' PRODUC:T5 V.I.NOO UV�II l,!ILC EXP,OCR.£1iE -CONCRETE P,,R.C)[]U CT!!i LTO •GROUP!! PfRMACON, o:n.1 01' OLDCASTL!' 81,!J]LDJ l'll:G P.RDDUCT.S CANADA INC•CK 15Ul .LUEllS :iiUfJPUES LTU RON,Q INC TRlSTAR IIIUCK .8;, 11-L.0(:K L TO ./ :!:. Mur:ta� -Blocks laid ilil rull btd ar. m'Llri:.ir, 13 mm thi ck, ar :3, parts �rclE:an and :s.harp scind to I. part Fortland Coe.me.nt l111v partia ned ti'( Yol,Jmc). ;::ml 1S% hydrclll!cl lmc (by Cl':r"fl <'rilt 1.-o lu m�). V-cl'tic.::il jo 1ES stilg,g :crd.J . P.:ittlMta, Ci!ffll,t,l'tt, 5l1UU., 6r Gf�lfii IPLU-t.r.t -�,j� 1/� l'i co C:l!��k!CIOI\ 1r U:!::M. w� fi'.Jl'l'l bU-�CI M a:. ll"r"lli!.l'r'IW� .!I� ft':!il'l'IM 11'1 "N!IL i:,la:ste:ror s.tui::<i mu:st boe o!lp�lie<I en tl'l!l fa-:e o p�-11:site frzimi� til ai:h�ve -ZI rn� '- c l!'lt!iifi::a tion -of L· l/Z hi. 4. loo:.e M.ii:i;om')· Fil -]f,a11 con:: 5M,ce� an= fjed 11,·•h loc,:;.e drye�peni:fetl :;la,g , bunned da'l' or sha 'le (R.ot6ry �i ln Pro c::s:.) orllii,ato1cr �pe:11,:,nc v��u lrr.� t'l'i���niy r� ina,:u l.m�,n, ,Md l 1 rn Cl:ii��,bclbn. Design No. P516 l.nre�trai11ed As semhlJ· Hatings -1 Hr.Lnrcstrnincd Beam Rating - 1 Hr. :l) 11 ll "'' ;,_9; I."fe tal RoofDeek Panels* -"l'o. 26 l\·TSG min galvanin:d or pamtcxt ;;tccl. Panels conrin11ous over lwo or more spans. End laps to 00eur Ol'Cr purlins with pane6 o,erlitpp�.1 a min. of4 in. A line of sealant rn· tare sealant may he u�cd at panel side and end laps. See Roofing 1Imelials md Sy�tems IJiredUI)' -JV!el:tl Roof IJeck Panels (TJPV) cmcg.;iry for name� .;ifmmmfae­r1ire rs.2.Pand l<':i�tc.ncnc -A, s�cil'ied in I.be re�pec­tive Cl assified Roof Deck Constrnction "\!Limber for the \foml RoofDe-,,:k Pi111 el.3. Batts and Blankets* -Any faced glnss fiber bmt material or mineral wool insuhtion bearing the, 1.:-L Clas�ificalinn Marking. Scc Balls :m d Bhlnkm� (BZJZ) Cmegory in fire Reslsrnnce Dirc:dDry or BaLL, am! 131ankd," (13KNV) in Building Materials Directory for list ofClassified Cm11pa11ic:, 4. Stt'd Ruuf Purlios - C ur Z-,h:1ped, min. 8 in. deep, wcighing min. 2.9 lh. per lineal fl made fro m min. No. 16 MSG galvani�e<l or p.1inred al,:,d, Spai:ed 111c1x. 60 in. O.C. l'urli11s m..i.y be,titfoned ;1t the �uppon:s if required per structur­al dc�ign. 5. Bcnm -Sieel 1 beJrn �ecliuns desigu�d ;i; slru e­turnl suprorts to the roofpurli11s. Min. weight of,tee! 1 beam is 2.9 lb. p;;r lioc,il ft. <i. Hauger Wire -No. 12 SWU or heavier galva­nized steel wire: twist-ti ed to steel roofpurlins or joists. llan gcr wir� attachment spaced not over 60 in. OC along cold-rolled channd, and located at cnrl� of the cold-rolled channd;; at walls \Vhrn alternmr Sreel Framing l\-krnbers* ill,:,m 8A or 8B'i ar<! w,.:<l, han!!"'' wirc8 arc 8pac cd 48 in. 0.C. (m every third main runncr1crns� 1cc inl.cr,cc1i on). Hanger wires also located adjacent to each main rwmer spli;;e localion. 7. Cold-Rolled Channel -:.f in. :-·o. 16 1\-fSG gal­v�niz,:d or painletl slc,"'l ch:mnd,. 1 1:, in. tl�"'P witli 9/1 (, in. flanges 8. Funiug Channel -No. 25 MSG gah·ani,:cd sl.:d, 2 5/� in. wide, 7!8 in. deep.�raced 24 in. O.C. perpendicular t0 {mid-ml led channels: secured to each cold-rolled channelwilh doubli;, ,lrnwl of Nu. l S SWG galva11i;t,d steel wire. As an alternate to the ti.mi ng chan­n�ls. Steel Framing \1emben* (lt"'m 8:\ or SB) may be u,ed.8A. Steel Framing Members -(Not �hown) -Ao an alternate to hem 8. 1\-·lain runners nom. 12 It lnr,g, spaced 4� in. O.C. c.rn�s lcX:s, n1 easuri11g l \-; in. across the .Oange and nom. 4 fl. long. in.,talled perpemiicular Lo main runners and spacc<l 16 in. 0.C. Additional cross tees n;,q uir,:d 4 i11. frum ;r nd l'll <!il.d, ,ide o( v,-all­board end joint. NB. Steel Framing Memhers -(N,,r :'>hmvn) --\� an alternate to Items 8 and 8A. !\.fain mnners uom. 12 il. l_u11g, sp.1,;ed 48 in. O.C. Cro�� chanuels, 1,0111. 4 ft. long instalJcd perpendicu­lar to rhc main 11111ncrs, spaced 16 in O.C Additio n,11 cross ch annel s required 4 in. from and al ca;;h �itk oJ wallbounl and joinl VSC Interiors, Inc, -Type RX mnin runner �nd �russ dmrrnd. Type DXLG cross tees. Arrnstnm i: Wnrlil lnilnstriei;, Inc. -Type DFR-8000 �Bcm-ing UL Cla,sifaation Marking 9. \.V �llbom-J Gypsum* - Any 5:'8 in. thic•l gyp ­sum v,a llboard be,;ring lhc: UL Cfassili�alion "\fo rking as to fire Resistance. Two faycrs of 5.-::; in. thick by 48 in. wide sl1ccts i.nsrnllcd with long dim ension perpendicnlar to the fu1Ting channels. lnner layer attached to forring cha11-nels using l ',�in.long Tyr,-" S frn gle heml sleel screws sp aced S in. O.C. along bm1ed end ioinls .;nd 12 in. O.C. in Lht rit:ld uf lh,:, hoard. Butted end _i oint, to uccur midw□y behveen c.1 ,ninuou, furring channel, and tn be hacked by joint backer· channel whkh is centered on lhc end joints and cxicnd; 6 in. beyond bo1h ends of the end joint Butted end joints to l,e omel a min. uf 24 in. in adj acent course,. Out-:r layer attached tl, rhc forring l'hmmjs thrm1Eh inner layer ming l 7/8 in. long 'l)'re S bugle he.id steel screws spaced S in. 0.C. at bulled.i llit11s ,md 12 i11. O.C. i11 the li<!ld. l'h11kd end joint, l0 be ccmcrcd owr conlint1ous fur­ring channels and be offset □ min. of 12 in. fi-om end joinu of inner layer. Rows of screws <in hoLh side> of butted c:nd joi11l� of ead1 layer shu11 be locuted 3!8 to 1:; in. from end joi1:ts. 13ulted ,ide joinL� or Ollli::T layer Lo be olI,d � min. of 18 in from butted sid� joims. of illllcr layer. When Stool Fr,un ing \.1 en,her,,� (II.em XA m SB) nre used, inner layer installed with long dimension perpe11dirnlar Lo crnss kts wi lh side _ioinn centered nlong rni1in nnm,..-s tmd end jnim, centered alnng, cm�s Tcca. lr111 cr lay a fa:-­tened to cross tee& wi th 1 1/C in. long Type S bulg,:, head sled ,,;rc,w� ,pa""'d X it1. O.C. along butted end joints and 12 in. O.C. in the field of the bo<Cni. r:ml _ioinls of adjac1:nl wallboard sheets shnll be staggered not k�> tha11 4 l"I, O.C. Oull..•r lr.y�r aUach1;d Lu lh� cross tees through inner byer ming l 7/8 in. long Type S bulgtl head >lt:d �crew,; �paci;,d � in O C nt butted end joints nnd 12 in. O.C. in the field. I Jutted endJ0im, to he centered along cross ices and be offa�1 a min. of ]2 in. from er,d join1., ,-,r in.,er layer. l{mvs nf s,:rew, nn � © � l--------:71 (;;\.@)---J (i) '"' 365'-0I ' 9 0 � 13 i 14 @) @ ·C:: ,, ,1 5'-6" 3 " rvil ELEC./AIR CO MP. ,, ,c I 300 '-0" 150'-0" 5' WIDE CONG, SIDEWALK<1.:.J. ., I ·• C I ' •l"r ,-- .11· .�STORAGE I .. • , , 25'-0" 25'-0" 25'-0" , , ' =--:tt�n 1 107 1 ���I�� OFF ICE OFFICE • _.··•.· BRE AK ROOM 30._6 , 14._0., 24·-1 �" 3·�·) 3'0"J � 110s I = lt1 11m I � 101 · -o·:!l � . c.1@J I -�'--"'Ille-I Runcd �idc jnint� nf nutcr lay�,· tn h� off.�cl a min. of IS in fmm hurre,1 side joints of inner lay�r. Sete W;1llhoi1rd (jypsurn (CKNX) ,Aegory fur nam�s of illP.aufocrurcn. *Bcal'i 11g the UL Classification l\.-l arking � " . ·,1 B'WI DEf:ONC.Sf EWALK . " G .-... ,..��.-· �-·-:�·•Q _5�Wl DE C0NC.SID EWALK•.,....-A , �:"'=====;=======i----.::::vc:::..::..--"---"===111r.im---i,m1 11;;1,alk-pm,c!!m;"=ili!I ___ '"'I ,a:,1;mmcimmi v , · [I .. "• '! • •I u7.:::::,-.J;;L _ _ _ _ -=--=-_,._,._ _ _ _ E ------'\' E �- a) ',', I 'T s' s' t + + . , + s' ·• C J -·� : .... . . .. ' .. ( ,, '-" ' ' .. � ----�><=-� ��AAY1l111 INI'- - - � �-= -=><= = = = =---= = = 1 11 --����-={ . ,.. J d ,; ., .. '0·�-I .. C b .. I " "1 � � 9 [/J .. , .. , . , • V � --�"' ,:'\ I· � 1,,,; .. "' • '<- ¾-11 ·• .. , .. JL·;. . . . .... . I _ .. ,.. , .. Ll i i 1 � r YUfL r+i,A,I 11 I --1 · .. .., ..... , • I 11 '-i',vG .,...- ...-11 C ' :, -' • -1 � �---• I I �: i� --+---11 ----+ --1 -1 --'"l"'-.....::-----'--''l-/tG ¢NA � ---+----:t------� ------+--I T - +.... ·� ' I I C r--l'-.t1 .; ' ·• ' c;,I .. '\' o oS> t<) 11.. • CJ I ' 65'-0�CY-O ',0 .. � :€}y rJ-r I I J .......,. ___ ---L"c'cJ " 11 j ) ., ... ' I I I Y1 I I 001 ----11I "' .I . I 'Q� 0: ,,� ,, ..' .. 5' I�0 0 t<) t<) b I'• 0 ' " L:i -"- .. / ., C ·•,, .. . + , . . · .... j _,,__,,.. : I 11 I I � i�O� :.-11 _" • :: j ,: "' I 1 1 �� � � � rl h 1 1 .. ,. ,1 ;1:j , : . . "' • � f.. 1 11 nQ0�1 � 1 1 1 1 1 Jij 1 1 11 s' ''0 I I I I 1--n '-'I-1,--0 .. s' s' ,._ ',, '. ! .,- '� E .. �'-k " _1 :_ '-:�N-"1.--� I TJI 1 :-�-x ����,I II 1 1 _ II 71 __ U _ 1 1 _ -I -:{--�l { . . 1 -"I E "·•1 ..... [ _ l"I i;-I\..:--II II . "'·, ,,'1' • I .... 5' I�I 1 --IL (j: ', � b ,J ' ' .. " 'I'- ' .. .. ., c·1 '"S ·• ' ' .. ,f '< '.. ,' * 'I'- ' .. ' ":. .. .. s' "- ·• : .. ' I ".... • ' ·S>'S:1' .-"-11---T �� -- - . . . - __......-��-CH_-��-�-=-LL-= .=M = = = .. = = -Q .. = = = ..d..= = -.. = = = =-c = = = =>O �-= -6----...,,--; 1 bl I·'' .. I I .. I < ' , T 100J _ _ _ _ FE _ _ _ _ V E _ _ _ _ E _ _ _ _ _ _ � !'..X""....,OD F ' -C ' [5' WI DE CONC,SIDEWA).K •• • : • .. I -I I . f I ,.. ' I @ ' I ,( 5• WIDE CONS SIDEW-',;K I I @8 I' I · I I .. ... .. I @ ·•• I l ... ' I . §I ':i,111"',_""o.'-' .. 5--, w-"-. ID�!; c-\bN:. SIDEWALK ' SEE CIVIL SITE PLAN FOR CONTINUATION OF SIDEWALK AND CONCRETE PAVEMENT ,, 0 21'�8" 21'-8" , 2 0 21'-B" 2'-dJ" 3•-4l11 , �-4 2 l..{o� 25·-o·, 0 5 9· 1 1 "4 -2 25'-0" 01 , 0 14'-0' 25'-0" 7 36'-0 ' 25'-0' LIFE SAFETY PLAN 8 14'-0 ' 25'-0" 365'-0" 9 24'-6" 3'-4±'1, 25'-0' 10 33'-1 �" 25'-0" 14'-0" 25'-0 ' , 0 12 SCALE: 1/16" = 1'--0" 25'�0" 61'-0' ,25'-0" 4 @) 14 3HI 31Ei+++R WWill � 14'-0" 25'-0" ,, @) LEGEND 24'-6" 3•-➔�25'-0" AZ'-7 1 " .r ,. 2 , , @ 2 HOUR CONSTRUCTION TYPE D-2 BLOCK - UL DES. U905 8" CONCRETE MASONRY UNITS METAL BUILDING GUARD RAIL -BY OWNER FIRE EXTINGUISHER SEE CIVIL SITE PLAN FOR CONTINUATION OF SIDEWALK AND CONCRETE PAVE MENT Proj ect: PROP OSED BUILDING FOR D&D WE LDI NG 5300 SOUTH STEEL BLVD. FT. PIERCE, FLORI DA Key Pla n: Issues: No.: Date: Descrip_tion: A.02/10/21 PERMIT SET Arch itect: DONAD IO& Associates, Architects P.A. Consultant: Drawi ng Title: 2001 9th Avim u�, Sultl!i 303 Vero Bea:::�. FL 32960 Tel.m.794292.9 Fax.m.562.8600 Lii::�Mi5� .\lo. AA0002'2:33 www.olonadio-arch.wm LIFE SAFETY PLAN Refore:nce Noreh � Cert. No.: 12456 Drn: MT Chd, AJD Project No.: 201 9-54 Sheet No.: Dwg. File: XREF File, Plot File, Date Signed: A1 .11 Co�le,frt;(Q 2020, Donadio & A,:100::latai, ArchtteCW. P.A. 02/16/2021