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HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILSy7 ti yT.., .i r i. •.r." a. -- . y, IS- .�'. , r a a__ • - - - - � - r ---� � ,— ;- �--� r lt� ;' : ►.—�—y r.ar� I „� - r' ;. 7 yr t T I F c f .. 1 _ i .1_ 7Z F i, r A, 202 • FINE 6 CORNER Lz r t4 _ - - - -_TYPE C _. - -. .: - - -'L z, _ .�,.,- ,-_.. .. - _—..:,---..t-,�....r - - _BEAMS AND COLUMNS - _ MISCELL'AKEOUS�- COMPONENTS BEAM AND COLUMN SCHEDULE SIZE MARK TYPE THICK HIES$ CAR. BEAM SPAN SPILCED�i4^'• )-•'•'")'L �- "� N Oua la • _M ►' T Ts 0' REM t,7 I a w •• IT • y• A •. r • f - ' 1� ! .7a.'Y4Ia•t�- K59latF• I . '�• �'� i-if•�� ` 1 1M1 ;" �.�p arvmw .. 1 ti d'Q. ,■ X [ {,v®` TilYR•a'L� L r)•:I Y.4 ali li'G. Y LAID ,L�1L I• 1� \/tIq)rATR aIIIA rIO - ". I1u11� ' •0•.r�r II !) fw f Y �I ' )OVA n.a IA , T ` j ) .PETAL 3 1 y DETAIL DETAIL 2 ,.R t .Q _ )Y �i. - _ -_ t_ ,: Ai:�•�i cxr-v o�� F—�'-�...--'--_ _ =`jt� _ .7. �� ,.yR�_ ,z. STgggU9. CIUINL _ -------` TYPICAL ROOF PLAN _ •)•" pL NBING~� -.$os • 300 caD 300 .os4 oba nsq ;C-o 4-•�+ 2-..r .. rn-i:z's SNAPPED ON (- T'03 A _ BOO 700 !00 - ,.123 .Oi6 QD '2:- 20-9- 2$ 4' W. t 1 �EOTR4 '.♦. 604 A- 400 a00 400. Jzs .c7o. .In '.-c es•c' =� 1 Do. ; • �' Tf"••'•• smum-T&- - - - .,.-....• ..I — - - •� =4 A 4'.00 K)00 400 '140' .0% .140' 413 4: _�_{Y-C', DO. - ac-_:=,=s. �_-�.c•ur,a S�9 i� j. SOUVEP31 STAUif".-BLV�- _ • ,. I `�" BUM CONK CTI _ .. �r� I Y i �Y)ri.ItrrE 1 ,- • - � .._. �.� �• ,.1 ' , %_ _ j i,�f��N3 SKK a ,. 2 NATIONAL EIFiCTRIC ME _ _ 302 a 200, 300 vo :l)SO Oso. •2'-: n'_.o` lo'-d'I - IYPICAL 'ELEVATION - DETAIL 5. �r :> - 202 CSC. 200 E �5Ta0•••02 e 2D0 Os. o�C C.0 IJ ti••12='a•- I •o �gXVZ'SYs AT24•OC. i-',T L a•:;i :' i2 ,nss�gara ..{•. iAiIDIIiJYvtD2 C 200T02 C zoo Ib OtG ^u • >5�-J a�-- ��-_e"1 _ pp. k u ua a.t a , i EW—GTSS::i aaL` f _ - r'; ., y- South- Q3�`+!� - COLUMN SCHEDULE • i MARK TYPE • SIZE THICKNESS, MAX COLUMN wr. SPACED i E :, , r. ._ _ _ - - - 102 6RACI%r SC•IERULE f�j E�1S r e' T, ra T• s=o` ro a-o .- . DETAIL 8' DETAIL 9 DETAIL 10 r _,, ` •� _)) �o `*���!% 1� 3C2 a 200 300 aaD mo q1G• 416, a _) . r (\T "{02 C 200 400 D6D '.OSD 120 It=6 II!' (_-G _-s _ - - ••� i tV Ed� MISCELLANEOUS FASTENING SCHEDULE DCSGYCRnER;A _ �= Ij 1SYbEA ...DESCRIPTION WTE14ER' �AA LSD DESIGNr RC LOAD M O OUT 1� PSF + •. / j I� - _ - I _ ' 202 STRUT TO R:2 AT BEAM - 21DXL4 SOS TEST LOAD WWO Na. OUT IS PyF I Wt I I` jl! ,\_ 2♦. .� �L �. 202- ar C.I �. DESIGN UVE LOAO DOWN le of _ tare a I�' �� •a -L71+- • _. /,{/ P _,• 202 Cru14 RAIL TO COLUMN 00 .DESIGN LOAD up & OI PSI f - tY[r MI I~ t. •✓ 1+� !. �. l� •..fL2'C:�C63rJ �N`•�.G•:id.. J TEST LOAD D 6 DOWN Q ISI I e YX PERNETERYEM JOINED. DO RECOVERY, AT LOAD fOTLMIM.I,J�f•LY-I)w ••u•Li, rnX IN IX2. PEIIIYET ER Y[1L 70 COL. 00 _ - - , - IY4hXlf•L YYRY•(DlCitt lT [Olal __ncizrr: -� i ,,.,a - `,,• , IXz ER METER YEN. rO'COMC_ ANCHOR AT 24 C-C - _• , � tim lam~ _ - • BBII♦�IDg ! ����°,,I"�',,,,,,i,,`,. �Oy, ��� _ -41t F► :C le. �" } + = WOOD •IOX2iR'SMS24*CG NOTES- -: - � � r••'•a'SR'• WIND BRACING DETAILS I) ROOF 6 SIDES SHALL BE COVERED WITH SCREEN CtDTH ' KING 60% 04 GREATER OREW,rE AWTIDN OF SLL2D ^ "�4i•ii' ..pY UG1JW�'iYJll•3 E�t'•�n.� 1 ...5'' .:r SCREEN WALL CABLE SCHEDULE •0mw OR SIONG IS NCT COVERED BY THISSIEET -' s 2 SETS (4CIIaLES) 21 THE'HE UMDED 3TR:+E'TVRE V.ET'6E CAPABLE OF StA'PSX1Tf)0 - r _ _ 1 Ally. ro• a-� )sET tzuLaLa) °fit• Tr'S-T& ALUM LLOYBEA S V `` I '� �� ��IVW� QOL ;�Ls"c�Cri_��'�ip. el ..E•0• 19'0 'I SET t2 CABLES +•�+ 2. SETS'14CABLES) ]) M`6T'T6 ALW ALLOY BUYS WXL fKAR IDENTIFICATION I Y P• , I ) I FT FROM EACH DO OF BEAt1- 10•-O• ISET 12GL8_ES) =.� 2SFTS (4'CAeI.E$) 41 trJ,AMT .i�sE75 Ci Ccg,ES wiCf¢atAY• EMEED + 7. •i. _ 1 -o. u.c-II SET l2:CmlC1 �.� z sETs1aG9:Esi T"' 5l'�"I IN C381)E SCYEDL<E .r.iv. _1.• �� . �_ G'2 SO_ Ufi5•TZY Fes'-YJ.✓va•� FLORTDA S) A ICA EFA••CE OF 006 IS ALLOWED W M WALL THIMMEW 0• la v- iSET. 1Z-aBLESI �+-=12. 5ETSUUBt61 Et[6E06 OS3 - •.-• J - -i-_ _~.. ": . v., �- .. "C"T SPAN CABLES SPAN CABLES - UtXIccXO F2STEVCRS sYULl aE NON-MAGNETIC !'TADYLss xoTE.; ,TN;s'BR,+„-,Nc DOES NOT APPLY To Twlr • - _ °Acr°iw"0�if'coIt051AN'R6CrT S13 i � -1' �Y[S� - _ y _ 'STtFl.Oi At UM: EXCEPT CABLE. FASTENM WAY BE HOT- - V - ENOINCER' L'41 ��t2 eRl•@Dt ,..V ANCHORS TO CONCRETE Fi'YASONRY SHAL BE IF4; V2 71D••ia, war iu~�a5 SMALL BE WOE a Noy:wRIDSYE C C = I DATE: -1%J F5 'THUNSERBOLTS crIOX2.V2�SMS.INJOR 1020ANCHOR-AttALICC0Y6T.OROFvmw4/,V,C,PLASTIC' �L..�'r•+.--.`A +. APPRW D MIAL. ' - , ROOF BRAC)yG LAYOVT(FREE STAN^'NG G FASCIA ATTAC)tED ENCLOSURES) T ' DEVISED. kt.%.y :" 1 r.-+'y `, , , > .� •. ., : XTQUDED FbBT I'll PEE A?�r7EC71n�13 o.o , TYP,. 2.00" TYv. TYv, 1 cam¢ ¢ M?SP >u1Dm4 SEe B6 aN vAeE 4c ._ICGE NEf? CAF3LNA (ZOOM M-TAfLS ' � V(u u¢l LTecunl+R'SR'J-iuv� ( �c5e D 26aue w.u) �TLLS_uP�eTD ' ml 2cv - 1 S. - 0.144 r,.A. r ynv I I A - o.a's 'u 2 F (i ALNNIVN✓I F mmp �xmcNeo wdus ; OVS¢4pNG� : FeY•p, GUTTE¢ � �•-'NSPbuT%.^oI]O NaL _ cLlaJ iPL146 L' T01 "lYa• 2•A2_ScmeN TYPICAL PLAN VIEW- SCREENED CA5ANA RC01`1 (A4.O1 H%•3-TS) D 22o w� I'MCAL 55QON Neu arPANA 2coH Z F TD Sl0?G H N 1 4" PO¢ ALUOWUU" R _J '1 DOF 'F'DDT T'De-+' •A "SNAP. (duos 4oL5-T5). I 0.050 IBAyx0. 34IN 0AtQ-N (d- Io NW B'-arm I I $FW-MAD NCy. I j f 2 BEAMS (ALLOYL ,TL) 3 _1:.�,T iA MOFBRIIES Cr SELF. MATINI4 BEAMS. m9rN - b'' ba Sx ' Ly I.OB.IN?10.481N� L• 0.109"a 0.o55` 1,841A.5 0.15w1 9' o.22S' 0.o5D' 3.09 IN?' 0.90iY ed erze¢' / SCQEE.N 'ENCLOSU2G DHTAIL'S I- S II:Y2• b<r AT2uxp ' TD ire G/lzlr+> W) uW. 1 AN`( 41dLL - D�MtfrDl 00 U hCTnu[1n IAA W¢l;als ALVH: JCZ S Hry � g�J��� rY r•/A40NCy WALL a'a..�lz:s B(2emTe�) 01 W &' c41vr> , W.W.F. 1 CONNC-CTION DETAILS 1":4„ _ c^.6•c-c 2'{9'POST MaTEO 4•%sl5N4P $QCTtON fosT AFTA¢a•�cneLY sc clz�nc O%FIATE 9rb'I>GUPL SCWND6TIDN i•xi•AGD dYD<Yd1¢¢hIL 2"%2 ItPU/V ce C I e TNOU SNJ`:`Av XCTON Wdu W/4 s5PI-fAH5 - cwe ¢aelL u/21flox r' SMS TL IgTo SCvw..J $gJNG4. nl¢U 2LT Wp45 i pPL I•%2•ATTe<NEP TD - _ INTO SGCEW SPLMEt FTIeME 'L'x2`Ll�arora l'l2'SMs - (D Ogee-d 1 YR'ceN 1LCCaP IUTD SCRDa'Y sm,llmS w .''-Sq`TNUNOCPDOLTs . G' IN 2lgo PiL ::DNfRETE. EXTRUDED 4WO196 241E (pLLOy 404 -T5 o.o5s' TYv. A r INSe¢r piNeL --- Auo BN teLK o.slL 1/A`� x z /2 TNUNLae�r C21L1P- ETE NUr wks slz v r.F 4 � v •.D . � •ro sTAL4tass C¢ CaDH!V'4 P4:ATp -A. FVEA" G V!l 11 Scp)rTi Fe41a ATrpu "D 15u11-D e2 4N well - 4 �¢ ENBD LLL-ibS! II J F p4u EL5 5i IN6 Y{ 7�N _ aIAW: BIC-a TyW[iL wm6 4141 Q BIa MS 1YN �p L Fv ,.>G e' N16N Y4LL5�_ w2lpe @ .11- e wALL POST 0cvna owes - INrci. c.c � _ _Fed., JT 1 4'IFIGJ weirs 5'FC 2°x 3'sN 9FsTlw t•5� - Go2N _s Dulw DedC NOT wr D� ¢Y •cn -R �F eeAH L s e•+cis � 4 / %lzeP -NETJ PacLOSURE PLAN %Y_I P• 45' flue 7"Yy >41V 4TZTI>J Po,Ts N DI¢! "PS,S.c, '421GS _S 2,: ['L• SOs4¢Lf� "¢=09.Y HEI6NT blpl¢- 3't Tyll Y2EC.NED ENGIb�JJRE. ELEVnTION i/<+1LO CAL 5(•2EENED ENLIosU¢G�lor.1 LETpILS IF• - e(�v�_Du1LD H41 I - $C CHf i SIDE ARACN a-xwO •T}r+l 2•.v2` eMP Pu4,u WsID%1'IQ•9N>P. SOLF M,A Death wd4. TO DUH1 W/a"(a•:4•x'Ig"aucu 2.4•C-c lup ueep oe 6L,r1IL%1b{B[Ydl•:}Ms¢d y ryaTLL uoxJ Ya auc4>•S W/4.><IDKly. 5MS IY XRW fP MI 2•xh"s•Idr •x'enoa ft"JL�j swt DISlxl udu 2•[Mx L^r<4D. / u^8N-our sToeC Al WeLL ttT'}A by ®Max. C-C - R4usseT yAme aeea-1 yW.Ox .: SrKrvas :x: w/4,a OOx WA iMz /?sM a D yrl•m DA>IDc,eF COW wDW ALyH.TNU B''N'1=CNW.0 DOLTi C IY B-tl NWf 2 ['9 L'Na A OWL lT1AaNly (CFOLO tt K.,IW LULL) §' 'Y y1<•w¢L Tp ibST SIDE WALL, W/Mlu, C¢ 2 LIDKI SMsrY x¢W SR•rUM IF aTnfN�D lD eu1LD'uL. 4' 'N w'-C Nair 1"11' [gRNOperC Y¢FEW CN.YlN4 W/YIO x 1 VQ- SM 2l'xQ•%7ail " alp e4. CuY-O^c-c't. Qw...z I�7,7I .&-F �W/':tl9X'ws1 �eyywny}Ln.cauc•loas %29n• TRUNODRmL7 AWA.as .c_J'. v _. � 24• c-c w Q'KR%1 ETE• •i"NL^w, SLAD WB+'%M Mo'LP-FT4. N/ >t 4 Q cP NT rNYW, GCREENEV RCOF DeAll %&N TABLE BE-AMI mmlIAL" GL'4¢ fP4H5 C I'll 9r P AS SHOWN.,cml To CCUTIL 2"KA' 'm --0, S4i-G11 ILI l-" L^ so'-o" 19 _Da IB; METING . T'xL' SELF- 32,-IQ,. '291-W, 281.-5.. 16,-o" 251 24'_4,1 MAT14G Hhr N6 �A '0• 411.-& 35-to" 3G'-to' 551-4" b4'_p• ALUc^1I,J U� RJ r f>p N E L= SY STEM (4LLOY go0D-414. 0¢DOP}41/p)�- (WNLiC dLVMivVM P3C'111LT4 IEt'i IXJ¢a : FAA.) SELF -CLOG pTTC21�cK'NG QISeQS IJILY RYCL SPYI J" •ia¢ E E4Nd�` pN `(f��[Y�J� ! <ltay 1¢'-e•� 'r(f,`�PJ r Lay ilctB[Ia SN>Q HIDSP6J �jY 1 11--veu f1 er»¢ II ILL MA%IMUM WnN5 c0¢ 12oHVN. WIND-?O FSF LL AuoY "t_O.oB2 't"=o.02Gn $ao3 NIG 14. R (#.E1(CePr WHDeLWe1N e44 TevO1'IGG4L O¢DINbI[E.) SAFE'. IL/4p CA¢eY'NG_ FevPeeT ms .&.O SPANS Foe THESE Q.P F.Qa,S NAVE. e-W VEFIFIED W LOAp TESTS OW Roo ASSElADL155 COJDUGT¢p UQO MN ^,aUPERVISiGJ4 T4E UIJDE251GN L-D ENGINPEe. DEFYezP *LIVIIT>17 i1' 1-/GG mal AT'20P LL ALUMINUFT DOLTS YI,U BE ALLOY 1024-T4 ENGINtmoMts QcIm STRLK.TUIRL WrAILEP IN 141 PLANS WeeE LTSI6NED 41 ACCORDANCE W IN 5OUTME¢N'5TNQ1MCP DUILDILI6 COM 1974 AL1mv ,ris. [Lsx^N LOW W416taI¢ED: DL r 20 f:SF LL 120 MN i.1OJD VIEL=[ Y fQm�S��S,�U�¢`a�4 wNE2G LGV4L G2pIrJMYGs IFIPYL TILV w�WI MATIO11` 6• SPAUS o¢ D¢oac.TtOJSj5WN 0¢0 VIl b40u LP OG AONE¢.DTO !N pPPL1!-0TIW OF }4�c"Dn6LI4N. CNAQLES Di CLIME. F . FLO¢lDd ¢EG. M`Ln.tc. 12255 NA2LAN ENGINEERING LAeo¢AToRIes, ITIG Po Der 5050 LAftciANC. FLo¢lOp SeeDS I76 Fc CLWAT2oL , INc. - 999 50-11TA NPUSTIZIr. Rd COOOA,FLORIDA 3Q9Q2 ILDING ST. WG E COMM�Ef, i p,PPRO E - c9-w? ,CTURAL 131NG RICAL SD33ECT 70: ,3TNEAL ELECTRIC B LDO, CODE ;TiCFIAI ELECTRIC CODE , LOCAL AMENDMENTS INSPEL MULE North of Orange all before 9:0 South of Orauge Ave' — Call before 1:0, NO INSPECTIONS UN- LESS PLANS ON SITE. �10 STRUCTURES EASEMEl TS- i PUsL ..yam �..,,,.a 4� %•nn of all roots ar. 0