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HomeMy WebLinkAboutPANEL TYPICAL ELEVATIONS4 J Z 125' ib75- 2. f 25' Q) fdANEL t 0 o Z560' o % 2J a h c t n e YJ r.0 `wl Hp h075'_075' ' 2340' ZBW' �' N ZJ40' ��P © _ -hp HEADER '� Max. "U" BUILD OUT • sCA.E . 3!s' ! . . , sraLE : 4/6•' 1. A(4X CONCRETE ANCHORS (SEE SCHEDU4 3' A(.Y. --------- --- "kill -- r MIK S -O W PANEL DTICAL E'�A O K L S 41 ~ M. CAP \\\\\ r/4' Mac CAP ' a TED FuncTs 1r/ 1/4'P 7�1 � 1WC S Q UMMAPS O MW unpolplgnl Is ��'j �4`�91 ® -"UN HEADER 9-1 IS" (T[7LCL r. STORM PANEL H45 BEEN DESICNED IN ACCORDANCE WW THE UMI LADE COUNTY 1994 BDOK.y; ac 1FfE SOUTH FLORIDA BUILDINC CODE DS` !GN )SW0 L61DS SHALL BE DETER.t!l/NEp AS pE)t SEC7}ON 6 OF AA:E 7-84 WT►1{ 110 ircPh BQ�C kj� SA6EA STOW PANEL'S ADEQLWCY FOR IMP AND FATl{X/E PERSTANCE HAS a_,,( VE711FIED yl A f SECTIONS ZJIS & ZJT4 RFSPEL77WIr OF IW ABOVE )WEKDC1VEp CODE AS PER A1LER(CAN��MNT t, W25 0T--00. o Z ALL STEEL SHEET METAL PANELS aWL K4VE STRLMRAL C4LVANIZED STEEL DE RCN471DY 4- Fj - 523 ,ESE (qFl�LED �m ASTM A65Y S0. GR4D. 40 " r cy 4 ALL &UUI,%Vh( EXTRUSIONS MALL. BE 6Q63-TB A;I.OY UNLESS OWEMSE NOTED. - 4 ALL SCREMS TO BE STAINLESS STEEL jo.; OR 316 SERIET BOL73 TO BE 7024-T4 ALUAIINLIA! ALCO7; Zf25` CAI VAAUO D4 STAINLESS STEEL MIN J6 lsi MINIAIUM YIELD POINT. TO WALL 5}NLL BE AS fmLDiYS (UNLESS OTNETmsr NOTED . iTC�L�1 NC POURED CONCRETE 1 £ : T_ Lt TAPCONS t AUXI-SET TAECDYS AS 6WNUFACWRED BY I T_I:!/BWLDTX /4 CREIF FIiX SS{ ANCHORS AS AMUFACTURED BY ELCo maROK /4 x 7GSLIC 1N ANCf(gg5� f/4 % ELCO 'PANELA3I7E' rPA M7r/$` male & femak OR t `§ W PLUS' AS ACTURED BY POWER FASENINGS, INC AND � f t - �8. < RED HEM ELCO 7F1? S►l iu rKlRs As UWUFACREEO Br LrW. BUILDER - ' NO E£ t ° A. l) M(MAIUA( EMBEDMENT AYID POURED C W:RE7E OF W'CDM ANCHOR OR CRETE-FLEX SS{ IS t 3 ELCO PANEL64 M IS 2 ; FOR RED WjD /4 ; FOR b ry =1w A2) 7/B' CA1X-1lV ANClTORS SOS CS [ i/Z . FDR ELCOmala 1pmaAHJE PLUS- is 2: tih I 1RT7 Q ^ aL= Sfi4LL EL'" POWMED. 15I14L,0 29 SEAIlSED AYTD TFL POURED CONCRETE NO QIBEZISIOYT AY7i7 SH4LL BE t 112' LONG MIMMW SHOLCD STUCCO W AND T ` MIA(LA4( FOR WALLS WlR{ 150`-- -- NO SfUCL17 EX1 T �) CASE 7}GtY �� STIR PRW 5T CQYMEFE PANES, OR PAVERS BE FOUND OR FLOOR; ANCEAxIS SHILL BE LONG ON 1NE DUSTING µALL ETYOULT( � 7T1 REACH THE AWN 57RUCTl11 57BEHIND SUCH PANELS, ANCHOMG£ i4L[ BE AS GYD1G47ID ON /FJTtS k 1) � A.Z) ABOVE 200' (B) TO DaywG CONCRETE BLOCK wu-. - f/4 I TApW& k i" SEr TAPCONS.AS RDWUFALTURED BY LrX/BC"EX 0 CHETE-FLEX .554 ANCHORS AS AWNUFACTURED 7000' Max• � BY ELCo TEXIm - 1/4' Alx 7/B' C1LK-1N WCgCRS 69 1/{• ! aCO male 7c fvmala PgNELbI4TLr' OR 1/4' 6 ELCO male 7'ANELAI47£ FYUS' AS MANUFAQI�D BY PDS4fR sOANGLE ' BUILD OU� FASTEIVINCS, 1NG AND ELCO M7RON, RErF CITVELY_ BR�C�y� - 3/B` P RED HEAD DYh1480LT SLEEyEANC}1OSLS AS U4NUFAC URA BY LTW. BUILLEr- SCALE : J/6' _ ,• NOEEM & i) LWTLIUA( E100MENT OF TAPCON Af GtlORY. ELCO PANELMT& - ELCO •mak PANQ llg7E PLUS ; RED HEAD DY?A4BC-T AND CRETF--FLEX SSf 1NID rW .374' CONCRETE BLOCK UNIT SFiNL E7E f 1%I �) 7/8 GSLK-IN ANCHORS S7YVl ENIYIE(_y p1(BmOpi IMD THE CONCRnE BLOM UNIT UMOW NIT• NO EUREDMENT IMD 57UCCO SKILL 1BB' nSTUCCO p BE PS M(1TEEL.f/(- 0-20 SHOULD STUCCO SCIiB7y5 USED SlW1 Bc 1 f/Z` LONG E7TTST, AND !'MUA1 FOR WYLS µ17r( NO S7r1GCU. 6-- 7Mr PRECAST ' N [ LONAy G U REOW DR DR �N CONCI?E L PANELS BE FOUND ON UIE OUS NC y(A(1, ANC110 ln1LYC ST> O RS ON Nall By B_ [ & B SIRIK7URE BEHIND SUC}( PANELS ANCHORAGE SM L BE AS AL7EIMTE - - - - - -�_ _� (C) ANCFfDRF SHILL BE NSIAL_ED FDILDµM ALL OF THE RECDKMEND47TON5 AND 5 CIFIC4 AS OF THE ANC fXW5 UAMFACTURER IBC LOC4Ilg1� 093' b 7. PANELS A(AY ALSO BE GVSTACLED — - --- — - — - - - -- -- - -- - - FIOR2aNTA11Y. FOIILOHTN' LNSTALLATICri' L<=TAILS ShVWM ON SEC17ONS t THRU 6 (Si(EET 2 d� 3 Ov< 9) EXCEPT, THAT i(EALLr}i5' c_ Z 3 It 4 SFIgLL NOT BE USED. M15 4 ZOOO' o G IT SH41L BE THE RFSPONS1BKRy Or 7HE CONTRACTOR TO V£WFY THE SOUNDNESS OF 7 E STPUCTURE W SHUTTER 15 TO 8£ ATTACHED TO Ml— 1.95C17 +� ae r $ CONCREI� BLOCK DR µDOD FRq{(E ANC{O � 77c aAMD? swL cwLr BE ATTACHED 7D E © REFEREED "F'v• AA1GL YR (� SCALE: 4/a- 1- s-SHUTTER U"UFWWREIS LABEL SHILL a, PLACED AT BOTTOM OF FACH PANEL Y LABEL SHALL READ AS FOLLOWS: 5cvx : W - T- - E4SR7W METAL SUPPLY IT1C - D9r S. S' isTUD RmtIED TO �--• t .1 ANGLE r SPACMS -;mgw ON SEtTvjy. �i SEF L�TAIL T �J Z000- ��1 Q STUDDED ANGLE Sr LE: 4&' r' _125' 0 o h N h h i_ LAKE WaUX FLORIDA ' -VlW D4DE COUNTY PRODUCE CONTROL A°PR01•ED. _KEY HoL.E AT PAf`IEL STUD E:;/ WE CAST ZWC NICF:a1 PLATED YFING NUT T77L Mri �--o f = Alin. .035 - KEY HOLE WASHER 310.r-Hr34 Alum &LOY SCU: J/t' .• 1- APPROVED AS COMPLYING WITH THE SOUTH FLOR DA BUILDING CODE DATEOo ZOp I BY .PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.00 -09 j 0 24 GAGE GALVANIZED BERTHA STEEL STORM PANELS MIAh(I DADE COUNTY 7s sHowN SCALE C'-77-'���pp F �r �-7- 1 7/10/00 i EKSTER AI.. ttSF- ,6 cZ(RPfPl Y PLFF� nnr. .. CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (sEr sm4wULF). Cone ' CONCRETE — 0 3 Cant POURED REQUIRED I POURED REQUI -\ i I BETE k Lxl II REQUITED ! n �° PO(XRc?T 2 cort I I CONCRETE REOUlRED [ (SEE scHmuLE) I (� srlrE��) �� I I FOR AIW�AIUAI I I _l;E'ARATTON Is I j MR ulivalA( (SEE sCHSXW TO CLASS SEPAPATTQN 'sFUR AlUYMM- - TD ctAss i Salmom 70 CLASS I FOR UI=UAI I _ LUj 1 SEPARATION `S`- �ss,u W/�/szrf�z i w it/4 d —20 WING Nur v EVERT Ss S iO/e3r3/.x2 i T/{ —2o ot�RLAP MrosPAN i p T,rvGr I V,Q i. t f/4 Q m z S OVSWAP v RflQSE14N t wu W/ 7�xT/32" k 17IusNID IuacL )Y6VG NUT 0 Eyprly c a° .o►�txL.sR Q AI22SPAN I i - � i J/F" BOLTS IS K f T/¢` / Z0 x BGLTS ,� f 'mm NUT O � k J1,32' YANG NUT I 12" Q C POURED c EvuREn _ -? . i c i I 1 Z' o m 1/f' s 20 x sls' 9 I CONCRETE BOYS. fs/ y/8 x CONCRETE ' : ' I OR CONCRETE ' OR CONCRETE J/32" WING NUT •v , A4.00NQ4E :I I WALL i BLOCK )WLL Lc 12' 0. C. 9 oat. I OCK 'FYSC L :.: REQUIRED REWIRED REWIRED POURED . I CONCRETE $ 104 OR CONCRETE b I BLOCK WALL 'REQUIRED _ GOfICRETE" tw Hi+1Rs --- - -- -- �- - — -- --- - (SEE SCHEDULE) aNCRETE ANC�roIrs 6 cont 9 Cont (SEE SCNEUULb ETECONCR - - i— -�- - - - - - - - -- — - --- - - -- -- - ANCIiORs -- -- (SEE SCHEDIIt(7 '� k I T/4`-ZQrT/Z` SSMS n Tti' CONCRETE AKWORS / NUT O lZ' 0. C . (SEE SCHEDU4 SECTION o ,4NCNOR 1 Cont � MOUNTING 1hIST,4, Tl01 _ BUILD 'o lhl..TAf TIO ...._ .. .._. SC VE : 3/e` a 1• �Ee7lol 3 $09tE ::3 _ . 16 b f ` - SEcTIoly I W _ 4 SCALE : 3/8' f' j /77/7,77777 I I 1/t' P-20 x 3/r ` eocTs K MAPPROVED AS COMPLYING WUH THE i MUG x NUT J/0 w 150VM FLORIDA BUILDING CODE i NG CONCRETE ANCHORS (SEE SCHEDULE) POUR % 1z o. G E D_ EDGE USTMCE DATE per' SOURED -/ (SEE SCHEDULE ON BY roNCRETE i h ,T SHEETS s .G & 7 OF .9)PRODUCT C , `T I DIVISION 9LOCK ALL 3EQL WALL 4EQUIRED h { � BUI�D)NG CODE CO COMPLIANCE OFFICE ACCEPTANCE Np 9 Cont SECTION c, STUD MIAMI DADE COUNTY NOFOR CO 9�N4nON OF sECTIDrts : 24 GAGE GALVAMIZED BER-I A �s € U rl T �- � ;TE' {/-FLOOR/CEILING MOUTdTTNG- ��CTLONS STEEL STORE( PANELS SCALE _ G4N BEIBINED IM ANY WAY TO SUET ANY LNSTAL L gllOAL ` Scklz : 3/G` = F' . � �+ � � !`E. c-s-v-Ter . e .�. . _ _ .. 7/I0/nn r 1 Cont - CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE 1 4 J 2D S S. 1SG4CHlNE (S•EF SC7lEDflLE) E D. CONCl7a7F ANCHORS (SEE SCHEDULE) E. D.— 'BOLT ( \ bo ?.1W/ NUT �. WASHER POURED CONCRETE � - � 11" O. C: REWIRED -- r' Alin_ POURED CONCRETE � E REQUIRED { { { { R QUNC m o \ r �j I {' �W � f ► { �� 1 I 4 �� �77ON \ { Cont I 4 ConL I I OR 8 Cant (SEE SCHEDULE) I I BOLTS W FOR 00-20 MIN! TOMCLASS 17UN S` I I J 7/B` x 3/32 f i 1 Pai U I12'12 QG�. I L20 x 1 2' � 1 � I W/ 7�` x 3/32"TQEVERY SS-ALW/o 1�m AIrDSPAK i (5 WING Y i YAINC NUT 17/ zx J/32• j OVI:RCAP � MIDS7'AK • Ow?w 0 AIIDSPAN I `J 2O. 0 S x3lx4 (SEE SCHEDULE)BO4SWw7 s,/s2w/G/ZFMM(NNIMUll j s r scuouLE) 11// f .aLT17�IarE I rD GLASS i 3/ - °6o�Ts f I MINIMUM I LEc.LOCATION i { 7/B' x 3 32 I . I C NUrla I 9 12` O. C 1 4' F-20 x I 8 Cont l ConL BOLTS Wf h� N NG T— NUT o I POURED. -/ .::• W ►• I • h� I 117 CONCRETE QNCRgE OOl4 8 OR C:= ' BLOCK" WALL ConL REQUIREDir CONCRETE ANCHORS - - -!- - ---- - - - - - - - .. _.— - - r Afia _ _ = (SEE SCHEDULE) ' F.000'- .� S: MACH/HE - - - -- — --- - - BOLT W/ NUT c� WASHER POURED CDNLRETE� G D. �NCREfE ANCHORS I I E CONCRLIE.AHCiLibRs J2` D. c. REQU1Rm (.s s��ImULE) u (SEE SCHEDULE) 1 Cont POURED CONCRETE REQUIRED D. -- — .RUILfl ' T INSI-ALLAtio� _ ��IUPr10 � _. _..... - - - � r ILO 0- ; - LDOR •Iw OUmT--IM SEC IOh� 5 sc4LE . 3/a- ,� ;. - of S ALf �IOf� ��...� Sic lol A STA LLA -10M - SFc Rom 7� SCALE : 3/B` .� �• SCALE E D. = EDGE DISTANCE (SEE SCKEDUL E ON SHEET 5, 6 & 7 OF 9) NOTE FOR COMBINATION OF SECTIONS WALLIFLOORICE7UNG MOUNTING SECTIONS CAN BE - -- - COUBINED IN ANY WAY TO SUIT ANY INSTALLATION. �\ -- i CSLK-IN Lao ELCO mare/temvle PANEWATE OR molt PANELVATE PLUS, o 4 0-20 SIDEJi'ALK BOLT OR e ' J}}/Vi f 20 1RUSSHFi1D BC�T •• (SEE SCHEDULE FOR SPACING) s - I CONCRETE �T I OR CONCRE71= I BLocr WAu j RETTUfRm ci I W j - I ' (SEE SCHEDULE) I 1 IFOR WNMW I TM I jTO aAss I J �O I h I 714' 0-20 r WING NUT 0 bOVERLAP 0 UIDSPAN f • I C { O I POUREDCONCRUE OR CONCRETE A;• BLOCK WALL j REQWRED ALTERNATIVE LEG LOC4A0IV C4LK-IN OR EL CO malo/Tomale/ - - — -- - -- - — --- - - -- - -- --- - -- - PANE7MATE- OR mala PANELWTE PLUS l/4 p 20 S10EWALK DOLT OR � h /1/•€ 20 TRUSSHEAD BOLT (SEE SCHEDULE FOR SPACING) G FALLOUIIG . fP�SLLA IlO ff.. SEcRom s SCALE : 3/8_ = 1 • . APPROVED AS COMPLYING VWTH I HE SOUTH FLORIDA BUILDING CODE DATE Cxo� BY r PRODUCT 0614TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 140.00 - O 9 j 9.( a SIDE WALK BOLTS ARE 314-"Xa2VXr HEAD MACHINE SCREW }Y/LpyCl}{ AS PER NOTES A2 ,L 82 (SHEET 1) TRUSS HEAD BOLTS- ARE 1 Z Gxr/87}ECK NEAR MACHINE SCREW W LLl'l� M AS PER NOTES A2 k B-2 (SHEET 1) / -- 01—t F—E —c—c —1�1 —FL. -, - - \ \ MAlfl CODE COUMY AS SHORN j 9.AfF EASTERN MEAL .VIPPf v PAj,- { 7/10/oD 24 GAGE CALVAIVEED BEpTHA STEEL STORM PANELS CUF PANEL 2' x 4" x _ 125' J1.05-I-T14 OR 6063-T6 ALLOY Conf. A/urrt ANGYE POURED CONCRETE OR BLOCK WALL r REQUIRED T" Ulm CONCRETE ANCHORS 0 12' 0. C / o CASE A (Plcin) SCALE 1/4' = I 2' x 3" x .OY3" J105 H-1; OR 6063-T6 ALLOY C- Alum. ANGLE-— AN(XlgRS 0 fY 0. C. 1/4' W- CASE D (Pll�n, SCALE.- i/4 ` POU"?W CONCRETE . OR CONCRETE BLOCK WALL YARIES 5 RE4LIIRED fdaz k h h ti� e j�b 2 OR OR 2` A.I= \\� 1 �O�OORt r`f V4' R B00.T- 4' z 4` x .072' 24 0 C. JlRS-N14.OR 6063-T6 ALLOY W/-socNUT- CmL Arum. ANCLE CASE a (Plan) SCALE.' 1/4' = 1' POURED CONCRETE CCNCRETE BL---- REQUIRED CONCRETE AN a12"0.0 2" x 2' x _0";5. Z" x 5' x .055' Alum ANGLE OR .050' 3105-IT15 METAL Alum. BEA CASE C (Plan) END CLOSURES DETAILS Y%UMUM DESIGN PRESSURE RATING (p.s.f ) ------------ Al yj -------- CDR_ R 'SPQN DING �I L_LENGT- _P 'L"SC EDU _---------- = o 9WUUM DESIGN PRESSURE P477NG MO1� PANEL LENCTN L (TL) APpLIGgBLE 7D 6TTNlFd(!d{ SEPARATION SECTIONS (Sly SECTIONS). - - - ...TD CTA-,S... !vir r .. +66.0 . -76.0 7=6" OR LESS OF THW. - J A +60.0. -70.0 >7`-6' TO 8'-6` POURED CONCRETE CONCRETE +66.9, -76 O 7' 6' OR LESS BLOCK WALL r REQUIRED 6 � 7 +60.0, -70.0 >7'-6' TO a'-6" 3 J/4' 6 k 7 APPROVED AS COMPLYING NTH -ME SOUTH FLORIDA BUILDING CODE DATE c� O ! 8Y �— PRODUCT C NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.-CYl - (A Q� i q. io M141h4/ DADE COUftr7Y 24 GAGE GALVANIZED BERTH, STEEL STORM PANELS SC4Lr `•{I L \ F'.' 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E_ /r.SNKL.L B£ WC Ax3potCMv Tn- OF >,4C Co•,rT>6AcJLi4 TO„YEfI/ry T),IC SOI.NOhGSS:7`• ... rOYCRC SMlTTCR IS ro BE�A77AOSEL'D TD rmAr PMWD? A!tt?lLYPAC� n'rs SNUl7CRt TT'C_ STRWC"c J7r" b ATTACfED TO CorrRVE �BLOCK.OR A= FAk),f BD,LDWCS agcr, DE. -- .188- ao q 9_ ShVTTrR ANM,FACTVRERS LABEL +' SfyLL b1C PLACED AT &777DU OF EACFT'PAAQ_i _ UBLZ _-t RCAO AS FDLLDMS - r,tK£ 40RTM ncwxu D� COQVTY PRODUCT CAYrROC APPRovm — -- Lcc nay b PRODUCT -D vNE WED �� 1 R 1 z00o'--4 �I'TANCE No. 00 — (D 6 0 2 _ O (f- D _F_ TRACK ANGLE noN DATE d O 7 20C37" ApPP.O'JED' AS COMPLYMM V/•TII THE Jlr - r SOUTH FLOMDA DUE MIC Cr,�1iE �r-r�sBy �. _ pR CONTROL DIVISION Gr1TE BUILDING CODE COMpL ANCE OFnCEBY tS PIn091;Ci h L rvDU1; CODE cvI ")Pi •IM."t UI FICE _L ACC(PTAIICE NO.9_(7'081']_f T ® 2` x 5" (Mox.) x .125" ANGLE - --i _rd7S DETAIL 1: STUD TT/ Mlyr, NUT 1 L E C O 1wc. 30 X -VA- Sr- .r 17. VV �jQ CAxt COMPANY 1arJ xr_ ,ad M. r17 yvo+ti vd,aj7j_ n. J7164 rm,e (3o3Jd 7,-rS70 _ !., : (JA7}I )/_t3Jr DADE COUNTY 0.050" BERTHA STORM PANEL As sfvm S ALC 98 EASTERN METAL SUPPLY, INC 7171AT J600 2Jrd A,.. SOUTH rAAr voRrrt n JJi61-J2�7 98 - 172 r+awr>o+ ►arc w. w „r.,,� _.� DRAMHO fro CONCRETE -ANCHORS (5EE-SCHECUL£) V POURED, \. CONCRETE REOUIRED o \ - (5EE SCHEDULE)- FOR MINIAIUAI SEPARATION "S" TO CLASS OF WINDOW OR S. G. D. II II II II II .POURED.:~':;' W CONCRETI;';',•;c: Q OR CONG/E7E 2{ BLOCK�'W%IL�L : / I •REOUIRE'D 'r' � CONCRETE l'XA C,'Hb PEE S24E001Lf SEC710N O ANCHOR is / Au POURED J CONCRETE OR CONCRETE BLOCK WALL REOUIRED COr.)CRETE ANCHORS (SCE SCHEDULE) 'POURED CONCRETE REOUIRED ___\ b � F �i 7� 2 Con(. )--(SEE SCHEDULE) - FOR A11N1AIUA1 .•,'• . ,. SEPARADOv -S" TD CLASS OF WINDOW O4 S C D_ 1/4" 0-20 x J 4- BOLTS W/ 7/rx J/3r Wm G NUT o 12- O. C J Q POURID Q CONCRETE OR CONCRETE IBLOcX WALL REOUIRED -Q) CmL CONCRET£.ANCNCRS i (SE£ SCHEDULE) NZE I. POURED CONCRETE REOUIRED o � W I I I I � � I W I Ia � b � � I 1 I I � � POURED `J kI CONCRETE OR CONCRETE BLOCK WALL ------ ) Cont. REWIRED (SEE SCHaXli1 FOR Alin. SEPARA TX-W S' .70 GLASS OF WINDOW OR S_ G D. 1 •r /-20 x/6J/4" J/32- WWC NUT 0 12"0.-c — Cont. — CONCRETE ANCHORS g / (SEE SCHEDULE) h Cont. CONCRETE ANCHORS _ (SE) (,SEE SCHEDULE) WALL MOUNTING INSTALLATION - --- -- - --- -- - SECTION 2 SCALE : J/s- BUILD OUT INSTALLATION - 1- . SECTION 3 SCALE : 3/8- - 1- II � 114" a- 0 x 7f1U_ - .312' WWG NUT 0 12" 0. C.. w I I o k i 9 Cont. SECTION o STUD WALL MOUNTING INSTALLATION SECTION I •SCAL.E : J/8- - 1- MTF : DETAIL OF SECTION A STUD VALID ALSO FOR WALL A1OUNANG INSTALLATION - SCCWN 2 (TOP) E D_ -• IDCE DISTANCE (SEE SCHEDULE ON - SHEETS 3 & 6 OF 8) NOTE FOR CON81HAT70N OF SECTIONS WALL/FLOOVCEIUNG WOUtMNG SECRONS CAN BE COMBINED 1N ANY WAY TO SUIT ANY WSTALLA770N- CO•+A RETE ucl-,ORS (SEE SCHEDULE) ConL \ POURED I CONCRETE k REQUIRED o n 4; I I 1 , W J J u I J I z I � k I CSPOURED - W I COArR£TE OR CONCRETE BLOCK WALL I' REOUIRED Le I / CONCRETE ANC'i0 (SEE SCHEDULE) a (SEE SCHEDULE FOR Ai n. SEPMATION S- TO GLASS OF N7NDOW OR S. G. D. 1 ("/-20xJ 4- J/J2- ► ING UT 0 12-O.G Ej T•� T 10 Conf..••,. BUILD OUT INSTALLATION SECTION 4 SCALE : J18- _ I' PRODUCT RENEWED CEPTANCE Na dU — p 6 0 2 0 Sc EXTRATION DATE o S O Zoo PROD CON- ROL DIVISION BUILDING CODE COMPLIANCE OFFICE Cont. if-20 U. S VT 0 •1;7` 0. C. APPROVED AS COMPLYING WiTII THE SOUTH FL P,I A BUILDING CODE DAT ��r7� By PIO U I D CT COMM.DIV!S'ON BUILDING CODE CQOMPL„ANCL OffIgL ACCEPTAIXf 1401 V�O0 L ] . 1 0.050" BERTHA STORY PANEL Z.� T E C 0, m EASTERN FETAL SUPPLY, IHC TXL.R- TVrTmn..r xVd A- SOUTH ,,L n. NY t v4 ravrx /1 u+s7—a7.7 Pro..: (�o5}e71—IS7O . !m (�t7id71-1J.lr perc.- w myr ax r, at7ov„v.. DADS COUNTY As SHOWN SCALE 7/7/9B DATE 98 - 172 �� DRAWNo I POURED COAYX?ETE CUT PANEL OR CONCRETE BLOCK WALL REo(xREo �.J 2- x 4- x .725" J1OJ-H14 OR 606J-T6 ALLOY Conl. Alum. ANCLE CASE A (Plan) SCALE 1/4- = 1" ; --- --------- - ------2-x-.7-x-.09J-J105-H_1-4-0R= 6063-T6 ALLOY ConL Alum: ANGLE W/TH ANCHORS 0 12- O. C. �t7 �CONCRETE ANCHORS 012'o c. i h 1/4- CASE D (Plan) SCALE. 114' = I- OPOURED CONCRETE CONC"ETE BLOCK HULL REO(hRE0 1/f � BOLT 02f0-c W/.l4cmw CASE B (Plan) SCALE: 1/4" = 1' END CLOSURES DETAILS POURED CONCRETE OR Ll7nt-rctit ter REOLw?ED CONCRETE AN( 0 1.2' O- C \ 11 1) OR O OR \ OROOROOR® \ 2" x ?" x .OSS 2" x 5- x .055- \ II OR O Alum. ANGLE OR J .09CT J105-H1S METAL s' x 4" x _072" Ahrm. B J10J-H14 OR 6063-7-S ALLOY Cont. Hum. AAG'LE CASE C (Plan) SCALE- 1/4- = 1" MAXIMUM DESIGN PRESSURE RATING "Ty" CORRESPONDING MAXIMUM PANEL LEIITGTH "L" S�'i --- _-- - - -- -- -' -- - - uAXIMUU-DF-VGIl— V4X PANEL-LRvq Ta PRESSURE RA77NG M (p s f) (SEE SECTIONS) +65.0, -77 0 8•-d OR LESS +65.0, -77.0 >8'-or- TO 9'-0" POURED CONCRETE t62.0, —73.3 A4 >9'-0" TO 10'-0' CONCRETE BLOCX WALL REQUIRED PRODUCT RENEWED ACCEPTANCE No.Q D— d 6 O Z- U q- EXPIFjA'170N DATE, 68 O Zo 03 . BY PRO CONTROLDIYTSION BUILDING CODE COMPLIANCE OFFICE ILEC0INC. T t �L06PANY-'Za;Toy, sr- sT. 7r7 vwcvuyrraa /[ j prw,.: /1mJa�r-rs�o . r.: (ws)e�r-rs�r D RULE uiwvuu sEP,vuT7av 10 CUSS 5770H2 114- WTO_--_ 83 11/16— J 716- 8 1,PPROVED AS CM-PLYIPIG V1;T11 THE SOUTH FL RIDA BU10MG CODE DnT �� BY PRODUCT CLIi; IiO: DIV.$ Q;I BUiLD:1G CODE OFFICE acrr;l;.;ct r;o.98�oB► 7 • � (p 440E COUNTY 0.050" BERTHA STORK/ PANEL sNow/rSC(LCEASTERN METAL SUPPLY, !NC19BAS �i//9eDATrJEO0 XPV. Ars. SOUTH n JJ46I--1247 - 172 `MAA7MUht DESIGN PRESSURE. RATING '" (p:s.f).. AND C.ORRESPONDWG MAXIMUM ANCHOR SPACING SCHEDULE FOR 11VSTALLA TIONS INTO CONCRETE . A_WD C.-B.S. STRUCTURES E. D. = EDGE DISTANCE A4AXIAtUA4 DESIGN LOAD W (P.s.f.) NAX/uUJ' ANCHORS SPACING FOR E O. TAPCONS R.AWL ZAMAC NNUN RA?n CAUL-W 70 CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CON CR£TE TO MASONRY NAXINUM PANEL L&CTH L- (ff.) APPLICABLE TO SECTIONS/ 't ANY COI.fB/NtTXJN OF THEM CF TAP -GRIP PANELIMTES TO CAYCRETE TO MASONRY 70 CONCRETE TO "ASLWRY 8 12' 12" N/A 8" N/A 8" 4" 12" 72' 72' N/A 10' N/A 10_ 8 12' 12" 72" N/A 12" N/A 12' 5" 12" 12- 12 N/A 8" N/A $" 3 1/2"' 11" 11" ]T N/iq 17" NIA A 17' 1 (TOP) 1 (sOTTOAf) 2 (TOP) TOP 2 (BOTTOM) a-55.0, -65.0 455.0, -65.0 12- N/A J2' N/A 12' N/A 12' N/A 17' N/A J (TOP) 9'- 0" OR LESS 12" 8" 12" 10' 12' 12 12 8 1 T" 1 1" J (BOTTOM) 12" N/A 1.2- A N / 12 " N/A 12" N/A 11 " N/A 4 (TOP) 12" 12" 12" 11 1/2" N/A 8" N/A 12' 12" 7 1/2" 10" N/A 10" N/A 12" 12' 12' 12" 12" N/A 12' N/A 12" 8" 11 " 1 1 " f (BOTTOM) 72' N/A 11 N/A 5 (TOP) ) 12- 8 1/2' � N/A I l" 6" 1 1" N/A 5 (BOTTOd!) 6 (FOP/. BOTTOM) 10" N/A 6' N/A NIX N/A 6 7/2" N/A 6 N/A N/A N/A 10 1/2" 12" 6 MIA 12" N/A 7—NIA5- 12" 6" 6' N/A _ 6" 6" N/A 6" N/A 7 (TOP/80TT011) 8 (TOP/BOTTOM) 2 (TOP) ---- _ 9'-0" TD 10'-0" 6" N/A --__ — --- 6" 6' 2 (BOTTON) 6 - (TOP/BOTTOA,I) 6' N/A 6" N/A 5-, N/A _ 5 1/r NIA / 6" N/A 5 1/2" N/A 6" N/A 6 N/A 4 1/2" MIA 7 (TOP/BOTTOM) =NIAN/A 6" 6" 6' 6' 6' 6" 8 (TOP/BOTTOM) SEE SHEET 7 do 8 OF 8 FOR ANCHORS TYPE do SPACING FOR INSTALLA77ONS INTO *VOD fRAME BUILDINGS ' r MAXIMUM ANCHOR SPACINGS ARE VALID FOR J l/2" EDGE DISTANCE FOR E. D. LESS THAN J 1/2", REDUCE ANCHOR SPACING BY A.fULTTPLY/NC SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Uin. E D. FOR R WL CALK -IN ANCHORS do ELCO PANELMAT£ IS 2 1/2"). ACTUAL E. D. FACTOR TAPC0N/ZN4•SC MAAJN/ PANELlATES RANI CJLX-/N CF TiW-CPoP .86 .75 1.00 2 1/2" .71 .50 _80 2" .50 _ 7- PRODUCT RENEWED ACCEPTANCE N.00-O 60-L- O(- EXPIR.AnON DATE 1 0 7 -poo By PRO CONTROLDIWSION BULLDING CODE COMPLIANCE O-nCE 71TI - LTECO TTLt rT T£ST7NC * C0 ,y'A VY 007J H,� JOM SL M. 217_ MPM4 Wd7pa A..ulw iYonr.: ,:306,Wl-,JJO ! : pojjj71-13J1 APFGOVLD AS COIAPLYIWG 1'11111 711E SOUTH FL TRIDA BUILDING CODE DATE._ RB - P':1DI1CT COR'7r, _ DIV.S"ON 11 ti CJDE f.0,15PL:ANCE -OFFICE 0, 050" BERTHA STORK! PANEL EASTERN METAL SUPPLY, INC 'MOO .73 d. A,,. SOWN 'A"¢ *V-M. n JJ461-J.747 CKDE COUNTY AS shvm .STILL 7/7/De DATA 98 - 172 AlAXImum DESIGN LOAD +65.0. -77.0 f 62.0, -73.3 ,�IAA7MUM DESIGN PRESSURE RATING "W' (p_s_ f) .AND . CORRESPONDIN. G hf.4h7MUhf ANCHOR SPACING SCHEDULE FOR I.NSTa r r ,a TIONS INTO CONCRETE Ai C_ B. S_ S � TRUCTURES E D_ EDGE DIST.WCE T,iPG1�1r5 1ia0AJN ANCHORS SPACINC FOR E_ O. - 3 IIZ- .. TO 'C0IICRETF TO MASONRY RAWL 7AI CONCRETE AC HVLN TO MASONRY TO CO,Y ri1 ��-� CF TAP -GRIP CR£TF APPLICABLE TO P.WFluATLrS SEC77ONS I d- uvlmum ,PANEL 6" NIA !TO TO MASONRY TO CONCROIF TO MASONRY TO CONCRETE TD 1{tA7NftY ANYCF BMTION LENGTH "L- (It.) 12" . T ,T- V IA 6"MEV N/A 3 1/2" N/A 2 1/2" N/A 1 (TOP) 12` N/A 11, B 12" 10" 12" 6 - 1 2 / 9 1/2- 9 1/2- 1 (BOTTOM) 12` 71" N/A 12- N /A 12- N/A 9 1/2" WA 7- 11_ 12" 10- 12` 6 112" 9 2 (TOP) ; 12" N/A T 1" N/A 1 2' / 9 1/2" 2 (BOTTOM) rr r 12" N/A 12_ N/A 9 1/2" N/A 3 (TOP) 12` N/A rT" 8" 12 10` 12" 6 1/2_ 3 (BOTTOM) 12" 7" 11 N/A 12 N/A 12" N/A 9 1/2" NIA / 4 (TOP) 9'-0" 11" 8" 12" 10" 12" 6 1/2` OR LESS 12` N/A f1" N/A 9 1/2" 9 1/2" 4 (BOTTO)W) 72" 5 1/2" 9 1/2" 6 1/2" 12" N/A 72" N/A 9 1/2- N/A 5 (TOP) 9 1/2" .N/A 6 1/2" 72" 1O" 5- 7 1/2" 7 f/2" 5 (80TTOM) 8 1/2 A . N% 5 1/2" NIA / 10" N/A 7- NIA 5_ NIA 6 (TOP/BOTTOV)• N/A N/A N/A NIA / 8 1 Z" / N/A N/A 4 1/2" N/A 7 (TOP/BOTTOM) 6" NIA N /A 12` 6" 12` 6 6 6 8 TOP BOTTOM NIA N/A 6" N/A 6. N/A 6" 6 6- 6 -- :-- - - - - -- 2 (TOP) 6" NIA 6" N/A 5' 6" 6 2 6" N/A _ S N/A 6" N/A 6" N/A 5" N/A 6 (TOF/BOTTOA!) 9 -0' TO JO'-0" N/A N/A N/A 6" N/A 5 1/2 �✓/A 7 (TOP/BOTTOM) N/A 6' (TOP/BOTTOM) * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE do SPACING FOR INSTALLATIONS IN%O H'DOD fRAME BUILDINGS MAX/MUM ANCHOR SPACINGS ARE VAUD FOR 3 10E ANCHOR/2" EDGE DISTANCE. AF.f0UR1IP.LYING SPACIE D. LESS NGS SHOKW ONES SCHEDULE BY THE SPACTFOLLOMNG FACTORS (Alin. E D. FOR RAWL CAIX-IN ANCHORS & ELCO PANaMATE IS 2 1/2-). ACTUAL E. D. FACTOR TAPCWIZIS4 MUNI RANG GLK-IH CF TAP -GRIP PANawrE5 .86 .75 1.00 2 1/2- .71 .50 .80 2" .50 P RODUOT RENEWED ACCEPT,kNCE No. OO - O 6 O Z- Q (� E_'2MAT70N DAFE O p' Z,UU� PRO F C rrROL DIVISION BUILDING CODE COMPLWICE OFFrE (1 C 0 INC. APPROVED AS COMPLYIHC WITH T11E SOUT11 rL ilOA OUILDIPIG CODE DAT!_Q6 06,_0 Q1 g PRODUCT COn11 ;v; ��•. eulLoflc CCDtQQfQQOn1Pl.,',t\Cf ICCEPTANCE HO.ls!_Og17 . 0.050" BERTHA STORY PANEL EASTERN METAL SUPPLY, -IMC A4DE COUNTY SGtL£ 7%!/96 - DATE _.....�„Na III Lvu,1.nvPi lF ultv1:11i11 dnn-17'LUUJ�Q�U U9;L7 J (IULpaln�Ali ALUNIPUA 8 mulln Jan 15 03 06=16a EMSL41 GENERAL NOTES: f. 2w 3hwu PAYM Ir zW fr.bCpftmv N A6t MP MX IM nMC,, ft%VW GILYAM� �7LIL 57ARL� P,t1r�. �L(M! 1 Y I �� P1tt�.ltf;r �NCfxt�xs.1RC� 24 i III �rnn�GbIy19U (M)Lal91gU SSISS047.20 � owr 'r � PWMN TYPICAL ELEVA ION � 4►�NWowir MAL0 k.r,C c.wv towerw PLAN VIEW TYPICAL EGREW PANEL P+wccr r�vGALV. STEn STORM AdAM/ CZ -080JM / JK o