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HomeMy WebLinkAboutPLANS - STORM PANELSZ 125' I -U755- I 2 r25' PA © n° - HEADER �T sup: 4 r Q ` Max "U" gap OUT s(N r, .ye- _ I- lox CONCRETE ANCHORS (.SZE SCHEA4F) . 3' ma.w ' a• l CCKa ETE ANCHORS MIV4 PANEL ffagAt ElFKAno/y' RLS � V4' Gar ca= \\\\� f/4' Mar GAP 6 "� O F"c, AMTm HAWS N/ 1/f•I -Na 1/J'SSBS N/7(r X 3/JE•Km VIVAIL VH7aMS 9 zow' r9' 2.125' HAI F PANEL SLUE: 410.- F. ® -OU- HEADER Q REVERSEDrpeCK _3" ANGLE BUILD OUT BRACKET =AE. /7C.,- 063• 1/4' F JO4 SFRLS S S. 5TLO Mum To .ANMC r .SFKCr AVNTL ON ]ECrAN'S. a q a I,I Ei h li b .fl6`T 0 737s' . . -�MZE:;y.-r. .7� ii: u14.4 I- STORM PANEL H� 84ZN SWM FLOR✓DS SULDINC COO. m byA(1"ORLIANCE WIM itrE MI/NT7 OIDE IX1UN7, 7 994 ETNIKII' (>F THE DES'GT SPBY M Vo LOADS "LL BE D=TMYMD AS PLH SEMON 6 OF AA:£ 7-B4 KM 110 mph BASIC 1Y/NO EA STO2V PAf1EL S AOEQU4A FUR D ACr Ano M=7 RES2STNKE Rf &� "?,F7 W AC(DRCM�E „ SEL710.N5 ZJ15 t 2JT4 RESPECrhELr of 71g ABOVE NENRQNEp C00. AS PER ANERIOW TEST LAB REPORT f 047.`i.01-00. CAL � STEEL DF57G WKnOY�s 90ILL N44E STRUCTURAL MKLRr A Tae A65T so. GR4X 40. WrM G-90 )- 523 L L (A'7FR RIXTEO S ALL NJIMNUM FY RMONS aW.L BE M67-M A:LOr MUS5 OINERWSE MOTO 4. ALL SCREMS TO SE STA/RLFSS STEEL J0T OR J16 SSTI 6 BOLT- TO BE 2024-T4 ALUA6NW AU0r, C4LYANI0 C1R SWNEST STEEL rdM J6 !sF ULVMLM TTEID POIM. 6. .Ar4G1QR5 TO 1%4LL SFNL[ BE AS FLfLO1S: (uWE= OR7ERIFII7= AVTED). (A) TO DZIMIG POURED CCmci 7 - 1/4' / TAPCOAS 6: U V-5EF EV'MG5 As UVIUPACWRED Or LLW../BWLDEX - 1/4' 0 UZETE-FLIX SS4 ANCJIQW AS 144YCFACTURm By ELCO MaRWL r/f' J : 7/0' CALK-W AKMRX r/f'l ELCO mate ,t; f.=k- PAMa"4TC RT 1/4• F ELCO male "PANELVATE Plus' AS NANQE'ACMEo Br ATWER FA5ra&Ax IN- AND ELOO nxrRm RLCPECMrcLr• J/6 A RtiD R AD DM4=r SUEW'W-MRS AS KWUFACNRED Br Li.w.. BV¢A'"a NOTE A.1) MMMW &aMUEM WM POURED M yQ%7E OF r4PCOM ANCHOR CR CRETE- 4IX SW M t J/f : MR ELCO PAMftlIVW7FS f5 2; FOR RED LEAD MIMe r IS t 1%2; FO4 BMmofa T.NTQM4 S17E 72115' fS 2' A2) 7/6' CALK-N ANOWR5 Stall BE VaMr ETamm M70 RE POURED COTCRE7E Fro EAtBEA{ EtEFKT dY10 IKT•p STALL BE PETAL7JEA r/4' a M SYREIFS USM STHLL BE r ?A' LAW MUM SNOLCD SWCCp Ea7S5r A D r' UMMM FAR WALLS WTH NO S7tR10. OR IN CUE ANTMr ETASSjALL �4� � E PAHQS, OR PMMS-BE FMM off-W DaSTM µ4LL E7It A2 7D ME 77L` 1LVN S77RTCTVIE 99M SVCN PANELS, ANaVMGE OR n C AS WOTXTm ON BE- to A Q 8 A� 0 RC4 (e) 70 ETZTM CONCRETE B7DL7T NNl- r/f' P rAPCXM'S k "WSET M CoNS AS MANUFACTURED Sr LCN./BGLOIX i CftEX-HQ• S54 AMMUM As JANUFACTURED BY ELM TEXIRQR. - 1/4' 0 a 7/B' cix-N ANChUM a? r/4' A ELCO n ay A Fpm�a PANELMW QR t/f' a ELCo mar° 'PANauvE PLUS' AS 1Lw FAcmF?ED By POWER rASTEMN TNC AND Etm M7,0M NawP.cnmr.. - 3 /6' f REO HEAD m"OLF SLEEVE AVCNORs AS uwuFACR)REd Br am BuRIfiX NODS B.r) &Mal E`W5W'MENT OF TAPON AN--4095, ELCO PANEUf4Tl: aca meh BRTANMUj7E PLUS: RED FLEAO Dm4emr ANO away -Rix sSf, O DE CONQ7FTE BOCK UKr S ALL BE B?) 7/6' CALK-N ANOfQRS SNNL ac anNar ammom Nw THE CONCRETE AOCAf I/NOr. �m0 EM M0 STL'GDO o I- HE PfRur7TEII. r/f' A-20 SCRLl15 USED --SU r t/2• LONG sRILCV D25i• AND 7' MatdMTM FTNT 1C4LLS wm No sw= BSH4LL BE QN[ TMF p MPANELS' BE FWNO ON DE iXS7M MU. ANOrORS Z=C47ED CN AWL- by P-1) & R4 ABOVE SIRUClURE �� SUM PANELS ANQIORFDE MML BE AS i (C) Af aMg -TALL A IN.SP"M FODDNMC ALL CF ZFE RL2AU1lEN Vmm No T SFEgF7C4110N5 O" HE ANaOTS UVWACTUREIL 7. PANELS wr ALSO BE MsrNLED toVwrAL[r. FOLLO6MC RA7ADADOY LEWLS SWMW ON iRB0N9 i 7HRU &6 (SHEET 2 J OF 9) EAYfPr TMF WAOW Z, J & 4 SH4H. nor BE ELSE4 a B 584rL BE ME R'V'ofMa"W OF Dr: CMR4CTOR 70 VEMFr THE SOUNMESS OF WE' MKcMRC WHERE SNL`TnR 1S TO BE ArTAa ED To MW Faag`R ARGTWr46'E TrRS 57MTtrTR &"L MT BE ATTACHED 70' D B CONCRETE LOCK oR R000 fRA4(E up .._... _.. . _ . ..._...._ _._ _ . LABEL.' - FACNREY L READ DEL SUVL.00 tiA T IIFFWIILC "Pol" FARDW METAL SUPPLY• M . LAKE WdRTTL FLORLOi UMft uNMt O9flE LVWBY PRODUCT LTAYIRTA_ A9'RO ® .093'* YAR/E . —/ I r.srs- 1 _STUDDED ANGLE® _KEY HOLE AT PA HFI t = Min..065- sLNE: ys - T • DET STUD E / DIE C4ST ZINC ® KEY HOLE WASHER NIC'K2 014TED Y4NC NUT 31C, HTN Al , N" SGAlEe J/f•. _ .rzs• F• O o €L_ EtAAt SCANNFD BY St. LucieCoun4v APPROVED AS COMPLYING WITH THE SOUTH FLOR DA BUILDING^ CODE DATEO(o ZOOI BY p /1 'PRODUCT$ONTROLDMSIDN " BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.00 -09 19. p 24 GAGE G/4LVANIZED BER7HA STEEL STORY PANELS AOAMI DADE COUNTY EASTERN ... METAL SUPPLY. lAfl` AS SHOWN SCALE 71000 DATE .. CONCRETE a'11CRtTE ANC(fORS ANCHORS E - 9 Cont - {sEE scHmuLE) {SEF sCHEDULE) (coxcnETe AVCHDRSSEE - k O k �. 'o 3 Cont. POUTEDCONCRETE CONCRETE I 0 3 Cont POUTED POURED REQUIRED I TOURED CONCRETE REQUIRED- I I i - Rcavmac E - n ° PCY44m I 2 cant I i CONCRETE-REWREO (SIZE r SLYfEDUL� I ( I \\ I Tae uauuuir I r jFOR u (sEF scHEDILE) I TO qASSI �A%MN r I (SEE sOl"DUL', I TO OTASS I FOR ImvWU&r I - y t ro"r I W of -20 N I W secs W/T/akJ/u w2 -zD z WINO NITP EYcRY SSAtS W/7/B xJ/,32 ( � ! 1/4'0 -20 x 1 2' OVFRLiP O AlfLt5pA1/ I Mt11O fRlfO0A11t5714N I C) SS -KS W/ 7/rJ/JZ• 2 "NO NUT a EvimrI f/4 C ZD x . 4. OVERLAP O I y SSKS W/ 7 Bi3/32" Wa.0 NUT O EYFRY .. ... _ .. n1aS1/ED NNLL TK7 G Nw I' I I I iZ' II �N 0- G POURED i/--2D � POURED31tl PCAiDX I CONCRETE BOLTS W/ 7/B x CONCRETE I _ OR CONCRETE ' I OR C'CRETE J/J2. 1NNC NUF O 4 BLgClC WARE ,oLmmLL I BLOCK EW� IY O. C .I POURED OnL CONORUE / I — _ b c OR CONCRETE BLOCK WALL h ' S CanE' I REQU64ID (SEESGEE SCEANO,TRS {SimUC CONCRETE ANCHORS 9 ConL {(SEESC1iEDUCb � CONCRETE ANLYlORS , I � 1 4• l-20rT " {SEE scrlmut� g e i mNatETE ANOYICt45 w/'NOT o rz D. G ?. T'� (SEE SiY/EDULEJ 1 CORL SECnov 0 M.CHOR WALL MOUNTING-INST,4&AnoN ' BUILD OUT INS'LALIATlON SCALE: 3/B i• -. _ ...: -- BOIL-l� f�rli-fA'STA 1kTIDL .-. .. _ --�— SCALE: 3/B e f- -. SECTl011' E ._.: - - •__ . W •---�— H SCALE: J/B•+- i- j I t W !-20 t APPROVEDAS BDLIS COMPLYING WTrH 7Hg AS -I WNG NUT 0 � SOUTi1RORIDABUILDINCCODE W NUT o DATE � �p Tz'D.c / 2 E D. = EDOE LI'SDWCE POURED -/ R (SEE SCHEDULE CN - BY CDNCRE7E SHEETS 5 ,6 t 7 OT B PRODU , OR -CONCRETE ( h ° OL DMSION R �� tiI3 { - BUI'PINGCODE COMPLIMiCEOFFICE ACCEPTANCE NOw m 9 ConL MIAM1 DADE COUA9Y SECTION m STUD ` 24 GAGE C4LYAN2ID BER- A srQWN NOTE FOR c%TLerNanON of sEciiONs �� �Q-Vm NG INST LLf TfON STEEL STORM PANELS 4-'ALE WALL -a0OR/CETLINC AIOUKNNC-SECNONS CAN BE SEC T60 COMBINED IN ANY WAY JU SU(i A yY 1NSTALLAT7011 A ^ ��ERf� (yjF 7 e! Cf ®0Oi v to r 7/10/00 POURED CONCRETE REWIRED- o W BOLTS W/ 7/N' x 3/32' W1NC 1fUr ,'( GCSCHI 0 S S MACHINE NUT &_ WASHER G J W U h 2 4 r" 0--20 soM S CHIME T W/ NUT & WASHER 0 12' 0. C. CONCRETE ANCHORS (SEE SCHEYX.E) POURED CONCRETE REQUIRED II O (SEE =EVUL.E) FOR AlIArUM SEPARATION �' TO CLASS y t ConL CONCRETE ANCHORS(SEE 511LDLW � •• POUR ___// REDUff7ED I I W z 4 -20 {' LTS f WIN" X 3/32 C NUT 6 -72" O. G N� �y ConL —_RV ILD oUr INSTALLATION .... y _ _.__. CEILING : TOR ktOflNilNG: --- 5€l0,N SGYE': 3/B fG .-. _. - AsrIYcLAr10l7 — JC crrolT E7 SCALE : 3/B' E D. = EDGE DISTANCE (SEE SCHEDULE ON EEr 5, 6 & 7 OF 9) - F FOR WNBIMARON OF SECT70NS exE� r�ca�NDrNwar o urrArEiQYia�sTaLunon -- CONCRETE ANCHORS E. (SEE SCHEDULE) SCHEDULE) �VuRfOUIpo CONCRETE \IE 1 IALMRMTE 7ODR B cla f14' /-20 x /4" BOLTS f x 3/J2 tWING IttNC NUT O 12G Q G 114- 0-20 S-SM.S W/ 7 BG z MIT C. OM9W O MlDSPAN { (SEE S HEDULE) FOR W MLW SOMPATTON Y -To MASS .Y 4' BOLTS W� C jl2^RG h CONCRETE ANCNORS� (SEE SCHECi10E) POURED CONCREM-1 REQUIRED C"-W OR ELCO male/famole --- PANELU ?E OR mole PAMEC:MATE PLL6 o . 4 C-20 SIDEWALK. Bou OR a .n IT/{Y 20 TRUSSHM DOLT (SEE SCHEDULE FOR SPACING) ... POURED s CONCRETE I CONCRETE CRETE I BLOCK WALL REDUIRFD� I I I' i I (SEE SCHED1kE) I i I IFOR _SEPARAWN i TO cuss I — � h �i 1/4' 0-20 x//i//ZZ�� I h MN Nur O7EVEff TTY JAG MVVP O M/DSPAN I a i i.: i I POURED W V BETE I DUI ALTDWATR£ REQUIRED I - LEG LOCATION / I FLOOR d-OUNTING INSTALLATION - SE&ION ? SCALE: 3/B' APPROVED AS COMPLYING MTHE SOUTH FLORIDA BUILDING CODE DATE(irof LO, BY r PRODUCT WNTROL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO-'W - OQ (q . I M I �r_o FN CALK-W OR ELCO malo/female PANEW4727 OR mate PANELMATE PLUS .. 1 /'020 n1/0,2BOL BOLT r . (SEE SCf4EDULE FUR SPACING) WALL t9foUNr7til iR3-MLLq-- _- SECTION 8 SCALE : J/N' _ ,• s WE WALK BOLTS ARE J�4 OxJ 32-1= HEAD A14CHINE SCREW W/LENCl/N AS PER NOTES A2 & B2 (= 1) TRUSS HEAD BOLTS ARE 1/2'Oxi/N'7TECY, NEAR MACHINE SCREW T/ LFILCIM AS PER NOTES A2 & B2 (SHEET 1) Af MI DARE COUNTY 24 GAGE GNAWED BER7H4 AS SHOW STEEL STOPA? PANELS SCALE &AErERM r, META[ -SfIPPP N MW/ 0100 CU7 PANEL 2' x 4' x .725- 31.05-H14 OR FOGS-76 ALLOY 'Coot. Alum ANGLE ' — POURED CONCRETE OR CONCRETE FLOCK WALL r REWIRED F' Min �CONCRETE ANCHORS 0 f2'0. G CASE A (Plan) 'SCALE 114' - T' 2- x -r x .097- J705 H-T4 OR • 6063-T6 ALLOY Coat Alum. ANGr---� MW ANCHORS ® 12' 0. C. 114" CA CASE O (Plana) SCALE 1/4" = t' POURED CONCRETE. . CR CONCRETE BLOCK WALL MIES A . REOWR[D E pp E � � I (ham ,3 lii b v� � O L ti . 2 OR OR O. O4 I)OR OR OR® 1ld' r' BMr 4' x\4" x ,072' 2S' O. G J105-H14-CR 606T-T6 ALLOY W/alm-UT CO"L Alum ANGLE CASE B (Plan) POURED CONCRETE CONCRETE BLOCK WALL REQUIRED �Z , CONCRETE ANCHORS 4' 12'0.a F 1" x 2' x .055' TD ALTERNATE LEG LOGULOy 2" x 5' x .055' Cont. Alum ANGLE oR .080' 3I05-HI54 SHEET METAL Alum BENT PLATE cASE C (Plan SCALE 114' = 1' SCALE- 114' = t' END CLOSURES DETAILSMAXIMUM DESIGN PRESSURE RATING IV" (p.s.f.) AND CORRESPONDING MAYJMUM PANEL LENGTH 'L " SCHEDULE POURED CONCRETE CONCRETE BLOCK WALL RE OUIRED -MAXIMUM DESIGN PREZVRE RATING Max. PANEL LENGTH L LL,) (SEE SECWNS). - .... U004 AN SEPAR41W -•--•• TO GLASS' ., _ .._._.. APPLICABLE TV SECTIONS 1F & .. AW_CAW2Mj=-.._... OT THEY. . +66.0, -760 7'-6' OR LESS J" T,ZJ,4,5 do 6 +60.0. -70.0 >7'-6' TO 8'-6' 3' 1,ZT,,4,5 k 8 +66.0, -76.0 7-6' OR I= 3 J14' 6 k 7 [=+60.0, --7L70 >7'-6' TO 8'-6' 3 3/4- 6 g 7 APPROVED AS COMPLYING WWTHE SOUTH FLORIDA BUILDING CODE DATE To 0 ' BY PRODUCT C NTROLDIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.(X) -Ca Iq• IWIWI A4DE COU(VTY 24 GAGE G4LVANfZE0 BERTHA As swolm STEEL STORM PANELS sate E1 - - 44-- € - -. 6',ESTFRAS €AL f'bI crraar v .�.,. T�1o/o0 AiL1LfiHf GCSIGH [01p LT.k, �4rY 1LlY6M1Y AM'FlL�PS .IIi1CHG IL14 L 0. J I/Z' i... - .. �. N fc.�.rJ ,wcua/usysEr rA�tta �n ro �� . crec+r rzLr .ss4 ¢rn tLrnnw . _ rc>�xs . fZ' ' N/A wuwaK 12• 'WA E ro .4YY w7.eeY+la-r ro Ylfp`RT ro 'W1>+fLVr Ht'IRI. IZ' WA rz' A fYNg1EtL - ro WSWarr tK 116I1 1'tM.-!1r (I) t' 12" 12' 12•l2' 12' r7" 120 W 12• WA,. .. 17, - N/A . 1 O . J2' WA IT' NIA f2• WA r2' !T rz' 12' L• 1? r (d771LAi . 12• 12' r1' 12' iZ" 12• 12' WA IY N/A 17• N/A 1 12• WA 12• WA 12- WA t2• TT' 12- 1T' 72• 72' Z-(601101Q r2• r2' 12' 12' WR WA +60.0 -61.5 12' N/A r2' 2XVIA i2_ 72• WA I2' 1 12' WA rY J (BOl10Y) 12• f2' 12' !2' 12• 72 ' (Z' Iz' NIA 4 (!DP) 6=0. OR Lmy rz' WA 12• WA IZ' 12' t2' fZ' _ tI• 4 (BgTID1r) 12• 12 12' !7' 72• /ZA ' 12' WA I2' N/A 12• WA .5 (TOP) 12• WA 12- N/A 12• N/A _ 7T 12• I2' 72' f2' 5(&DnV) 12• N/A 12• N/A f2• N/A 12, WA 12' WA 12- WA 6 (emu) 72• WA 1T• WA IZ• WA 72• IZ' WA f 2• WA r1' WA 6 (8onm MA WA WA WA MIA WA WA 12' WA IZ' WA 12' r1•. 12, z• f2' LLtAVSFM E 0. . iYMLDD d7 ((/DqWB0(}7�nwf)) T�L+avauw-sv�uvax6 xm rn strc7r ro ` m slLstixer m ro w%Txr __ ToLSxuz7e ro LertE nlws¢rL arts sa»ays rZ' WA sraxnt - IZ• N/A ro L'natrlc I ILSKWIT ro CL1VCJtE1L ro Yt1py71• ro CTNq;tg ro /; !KTq�A' ntvx 1L1I.,711 t• fR.7 12`' !1' 12• WA 7Z' WA iY .WA rz• Y4A 17• 12• 12' - 12• 1Z' 1T' f2• 111/A I (!¢^) 12• WA 12' WA TZ' WA 12• IZ' iT• r (9071pt) 12• 11• 12•. f2 IY Iy .12' WA tY $/A 12• N/A 2 ) (TR 12' WA 12' N/A 12' IT" i2' 1T• iz• 17• 12• 2 (BO rl 'MAXIMUM ANCHOR SPACINGS ARE yALID FOR'T 112. EDGE DIST ANCE FOR E D. LESS 77(1fy S 112• REDUCE ANCHOR SPACING BY MULTPLYING SPACING SHOWN ON SCHEDULE BY'THE FOLLOWING FACTORS (NOTE ; Mn. E D. FOR CAX—lN ANCHORS O 2 f'NG FOR MS OPETOR Sh ON TO BE POSIBLE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 8E LESS 7TM MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR CALK —IN RED ND,.SCL 75 1.00 .50 1.00 'r 0.86 12 !1 rz rz' 12-WA rz WA rY WA rz WA J) ANCHOR�GENO +ssG i2' WA 72• WA iz' WA 1T' f2' 11• fa' Jz' JTB011af1 � ANCHORS ANCHOR 12• if' 1Z• WA 12' WA /T MIN. i. 1z• 12• 72- Tf. WA 4 (rLr) 6'-0' OR Lees TYPE - SPACING. B A = EDCE`'D/57ANCE iz• WA rz WA rz' WA 12' 11 6' NIA fZ rs 12 Sz 4 (eOtrcp TAPCON/PANELW ESQ 1z rz rT 1z' rz' rr' WA 1T %(/A CRETE FLEX SS4 3.0" 12' WA - 12' WA 12' WA !Z' 11' 5 (6L1f70Aj 12- - _. _ C.AIIC .IN .•.... WA iZ WA I2 6 WA _ 12• WA f2' WA ... 1T' WA , IY3'I �A 12' WA .. 1Y' N/A 12• .. _.r WA - WAr.- •'-' - WA 12' WA IZ• ._ _.. _ .. .. ___.. .. ��8 � RE��ID.•. _. A WA WA N/A WA WA fT' I2' WA t1' WA 7 (TOP/Bolitsp - . DYNABOLT SLEEVE :: :.:• 4_" . - ..:._ . _, YWy7y7 f2• 1T' I2• fT' 6 (Lpn - L.1'37p1 Loo !<4w2Y AM 4S Ai1ClVC 10A C 0. . J t/Z" .. ��) e � L1.IC Mou ¢� rtAmrr 'SEE NOTES ON SHEETS 8 Lf 9 OF 9 rs wsfa mw-n7 ss4 Ns{rnweL�R � Po rAiewrc III FOR.ANCHORS TypE E SPACNG FOR m YlRn41T ro cwxnerc ro uasamr ro Lwrwar ro r7ucm77• m ursE /YN¢lfL1E aLa �yi ar7pas f n u ulu, PA-a�. 1NSTALLABONS INTO WOOD FRAME BUILDINGS. 12• C m ro WNQUE ro µme• ro COnd¢te ro uasAlxr t[MSM t• ftU WA r7• WA iT' WA rZ' WA iZ' - • AVr 72• ra' iz. WA fz' TrY 11' ' ' APPROyMASCOMPLYNG 1z yyT.THEWA I2' (��) fLORIDABUILDINGCODE WA 12• NIA IZ• N/Af2• N/A Z (70P) DATE 12' 10' 12• 12' 12' 12' 12- BY r2' WA 12• N/A 11• WA i2. N/A rz' 72" 12• rz' Z (eOrr�) PRODUCTC �- iz' _ 1ROL Dm51oN IO' r2 r2 12• tz'. 12- A r2 WA ) BUILDINGCODECOMPLIANCEOFFICE f60.0, -6f.5 IY WA 12' WA 12" WA rZ• rz- rz' 12' 1z• 1z- N/A 3 ( � ACCEPTANCO _ p EN0.0 q r I }Z' !0- f1• 12' fY• 12' 12' rz- WA 71• WA 4 (1pp) 6' a' TO T-6 12, 12' WA !T• I2' r2• !2' f2' q 12' WA 12' rW/A !2• WA TT' Y i2' 12- IT' 17• i1• WA lY N/q 5 ) - MAUI DADE COUNTY 12• WA 12• WA 12' WA r2. Y' 12- 6 rz• IO• 5 (sOrr ) 24 GAGE GA vANiZED BERTHA A5 SHOP I STEEL STORM PANELS SCALE fY WA WA 1T" WA f7" A A f2• W iT' WR 12' N A 6 (rU�) I WA / 12• WA r2' u/e ...__ - - ii �` Fe Aw•.Fa r-n.- . __ T/rni n ACTUAL E D. TAf REIE 1 PANE 3. .86 2 V 71 2 SO . uuurtu( `0.31�t� .WcfAta/Iµb ro. cXavraere t2' - . wv±n.rr Anv�cus mArxc fpR G a - J V/r -• .i. crr. pertL�X- Q J1ED 18 FLUE F2N 7rYlA4Y - - . eaac-nLx sx� u£ - row.�r.rAAtrxc ro wscw.rr ro auaaLrr ro uuoRRl• ro nvuJ�ar6 - .w�PAN¢L�ar P46' _ a1YOtfrF ro WRYWY m ro Y4S[V1RY rot rG : N SELTICNS.0 t cmenumm Wa 72- +KSAvxr rp chi[ wjw4 / a '. . N/A 1Z' N/A f2' WA. rp e6uwrc LDJ m 2• (4) 12' -9" fZ: ,. rT' f2' fT" J2' rZ" WA 11" WA 1 crap)-.- . . 12' WA /T' WR 11" WA 1T' r2' 72' 70' 12' lY i (BOT70%Q _ 12' H' 12" 12- 12" tz. WA 12" WA WA 2 crpP). 12, WA 72' R PIA !2' 12' 12' f1" 72 ' _i7" -12- fY Z (5W7pK7 t2' 9. fz' 12" WA . f2 +66.0, -72,0 12' WA 12' f2' 12` 10A 7T' WA NIA - 12" WA f2' Nq , (l307NN) 12' fz' iz•-p• TO%6 12' WA 12• WA iz` WA 1Z' (60T101/) t2' 5' 7T' lip iZ'. IO' WA 1Z' i2' WA rT• WA 5 (f0P) r2- WA 12' NIA 'T2. WA i2' 72" 5. 12' Y 5 ( onw) . 12" WA 11' NIA 12" WA IrIA 12' WA 12' WA _ 6'(ra°) If* WA IT' WA IZ' WA 1Z• A NI 72' 12• WA 12• Wa 6 (BOPIVN) WA WR f(/A WA P{/A WA WA 11' 12' WA f2' .iPA 4) 1/S=blIJT AAgK12t [Np fL1P E - J (/J' w i2• 6.- 1T' fY d (mp/BOrT1Yl. D-Vw LOAD m F m N5R1WtT m WILApG m 7 '1Rr qmr-fuz of N mAT1E1F ro 4 •. . w� PANELW a pLWCqK-x PoMOC, • .... .... 12' WA Y f i2- ro WfpiLrr m YtAX6+T ro camrT6 m u�myo- ro J S Ll)Xur nwEc uxw t• (d) :^ Tv N/A iZ' WA 12 WA 12" ro r r 4= >ttti 9. WA 12' WA r (f ') - •.: i`:F, r rz' WA Tz' 7z' to' 12• f 72• D'1 12• I1A iZ. N/A 12' Wq fY WA 2(� -. 3 iz. WA 12' Wa 11' 1z" rz rz" t2' rz- T2 2 (BMW) . iz• 72' 12" TZ" NIA 12- N/A IZ' WA J crop) . ';;y �. 11' WA 12' WA IZ" t2' !o' f2' 12" J (5077TMf). ' ' a.:.. _ 11' 12' WA 12' IT' 12' WA 12' WA f2• WA { (TOP) .. 12' - - /Z" 7-6- . Toe-.5 NI WA WA {5 , 12• 5'q . • lZ' 12A 1Z" 2' 1Y WA r2' Wq WA 12- WA 12' MIA - Z-- 12' 6' 12' 7- �s (1KN'TON) fz, . .�±±,,A 12 . rz.We rz• N/A _. d (rbP) -.: - _.. .. 1I' WA. f2- N/A f2' WA _WA lZ•-, WA__. -S•( • ... _. WA - ......- N/A WA / WA - WA r2' 12' i2• /90T7w!J LL[ &vl1L�( �� FMG 4 . J 1/1' •• 6' f2' 12" d (1OP/BOTIDdj . . �•N tl ) LowA /3rW-SEr ro c4vorcrF U-CaS ro ulwvRr Rm w 5[TLW rnoc-FLIX u1 aLv wmw N+,/rrJvtr TwwJwlc ra'V FAS1 Y-W A° r m . 12' ft/A wrc frN¢Lrc¢ xts ro corm m �,�- ro airorc7F ro N1xnvr m rvx-rr . LD6VIgC ro f4641WY 10 m'M1YtLTE ro WSCIIRY srn4� 1 c lJtaucv ntiaL �cr771w u'7 rfNrlir 12 WA fT- WA 1T' ro CohCAf7[ rp NLS1lw t• (4) 12' d' f2• 12• 12• fT' WA 12• ,WA f2. WA f �) 12• WA 12' N/A f2' WA fT' 10' 11' Y. IT' if" 1 (BOT(Oy) 12' d" 12' iz" 1T• I1' 12' N/q WA 2 (Tp(,) WA 12• WA 12' - WA IT' to- 12' 12" 12' to' 12" }f. Z (qo�. 12" Pj�A 12' 12' fz" 1T' 71' WA 12' WA r1' N/q J (top) t66.G. - pp.0 i2' NIA IZ' 12- lop IT" 9' 12• 11• J (SOTlaN) 12- d" f2' 12- 12• WA 12' f2' 12' N/A 12' P✓A I2' WA 4 (7pp) 7_6' TO 6-6 12' WA 12' NIA fZ' Wq lop IT' IZ' 9' 12' 1I' { (SOf70L1) .2. S' 12' a• 12- 6" i2' WA 12" WA 5 (TOP) 12- WA 12' NIA 12" WA 12' SA . 5 (7'otrON) it, WA 12` WA 12' . 1f/A rZ' WA— _ --- f2• WA !2- NIA 6 (top)...• L 9 I WA 1 n- i ...• _ _ WA. 12' WA ' fl' N/A w io...,`.- .,. **MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE DISTANCE. FORE 7 LESS THAN 3 112' REDUCE ANCHOR'SPACiNG BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING ACTORS�FOR THIS OPER4NOTE77ON� To BE POSIBLE, REDU m SOp iNG OBTAINED USING FACTOR SHALL NOT BE LESS 7l/4N MINIMUA( SPACING INDICATED FOR EACH ANCHOR TYPE ATT ANCHORS LEGEND. FACTORACTUAL E D. TAPCON/ REf1=FLEX SS41 PANELMA7ES CALK —IN RED HD-. SLEEVE 3y .86 - 75 1.0U .7r _ 2 .50 .50- 1.00 _ o.as f ANCHORS• LEGEND ANCHORS ANCHOR TYPE ' MIN. SPACING si. E D. =EDGE DISTANCE w _ TAPCON/PANELMATES/ CRETE FLEX CALK—lN 2.5" 3/8'9 RED DYNABOLT SLEEVE ..4.� 'SEE NOTES ON SHEETS 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR iNSTALL477ONS INTO WOOD FRAME BUILDINGS APPROVEDAS COMPLYING yym i THE 8OUT7i FLORIDA BUILDING CODE DATE BY � PRODUCTC OL DIVISIO BUILDIN NG CODE COMPLIANCE 0 �ACCEPTANCE74o.�9 1G7CE ML07 DADE COUNTY 24 GAGE- GALVANIZED BERTHA As sxowN STEELS PANELS sate • _ r<wurw AMYlag sHmtc ma [. o, J 1/y ^ . .umeccr ccK ec¢ccx - - fL'ACM Iaw SET MP .. Elm Rmpgy N (.y am im sfltvr: mac-tua' ssr uvr/raivc- 1row� ris�wr . ro roYC iE ro °4 `T ro mNCAE7E ro 945CMPtY m CMZREIF, ro )ecrmrsr lwmxirs a rus G1lX-x APHXAtY2 ro SECf)G16 f ! U4 I2• WA N/A ro co Y�iu L4paylry ro ym yy1¢ ro Wsawr tomac ro YSQyp1� .tYl' 1F?l.Ot Z•. (A•J 12• f0• 1Z.. . WA 1Z• WR 12' N/A 7T• 11Cy 11• 12. f2' f2' WA .l(7DP) 12' WR t2' N/A IZ' N2. 12• f2' 12' IZ' i (B077Ubt}-` _ fZ- IO' iZ• f2' IZ" i2' IZ' N/A JY ft/R f2' N/A 2 O ) 12' WA r2' Wa 12' WA 72' JY 11" 72" 12' 12' u�mvrf 2 (5077W1) IV 10. rz r2' rz' rz WA 12' WA 12• WA 3 (fOP) +6E0, -7$.(/ 'f2' WA 12' N/A r2" NIA rz• i2' 12" 72 12' r1" S (� I2' 10• tz' r2' .iZ' 72- f2' rz" WA • tY WA 12• N/A 4 (T0°) C-0' OR !6S 12' WA f2' MIA . i2" !(/A !2" 12' IZ' 12' • 12 'f7" - { (BOtjtXQ f2• 7. 12' 12' 1Z" 12' WA 12' WA 12' WA 5 (TOP) 12" WA 12' N/A (Z' WA 't IT' a' 12' a' 12' i0' S. IV (BORD 12' WA JI• WA 12' 12' N/A i2" WA 12' WA 6 (MP) 12- '.WA r2' WA 1Z' WA tZ" WR J2' MIA f2' WA a (BOTION) .WA WA WA WA WA WA WA fZ" WA 12' WA tZ' WA 7 be'/BCf7c#7 12• tz• rr rz' r2- tz• a (nx/BOT10Y) WprM1o<AAVICY6 SFNtlY: iA4 E ¢ . ] I/I• •• cr.1e melnr u°eces ELcv . r (4,,{�i rem ro n1Ex ro arlmere m YtPxx!• m mMAE'i[ ro wmvr r moc-lux as a<+rrii>aevE fvntivwr ro m1GK1a ro WAAilt[ ro mNJIEfE 6VE P/AUKTc fYUS 1'ON� 1urlNar_• .yruiatc n Y.�.���� C•IlC-t! >fx�'! E : •'•..t..l PANEL tz• WA f2• N/A ro 1 Yf1' ro �A7tOE m >rLRMYiI' ro COhV1E7E ro 1' r p: 1UK71! t' (a) •;,G rY WA IY WA Ir l{/A ' .::.. 12' r rZ' JI' 11' f2• rz' 12' 1{/q 7 (70P) . WA . - 12' m• i2' 6' 12" 70' _ 1 (BOT7W{t r -. - i2" 12. 12' WA JZ• A/ 2 ) .. _12' '12' WA � 12' WA 12' rz• 7T' IZ' _ OA f2' JO' !2' 10' 2 (Bgnmo. „ 11' r .. WA 7Z' WA 1T' PIAiZ' WA +6fl0 7R�4 `�f 12' f7" 12' fT' !2' 10' 12. E' !1' J (fop) 'r IT• WA 12• WA 12' WA 12' N/A f2' f0' J (ponm.-. JT' 12" f 12-•rT. WA 11' 1(/A { (iq°), —6'TO a=6 Y WAIZ" WA!2' 72v 10" f2" b• WA f2' WA 6 .. 12, WA J2' WA iz. WA 11 .5 10' WA IZ' WA 1," WA WA 12'.. WA 12' WA a (fOP) .._ WA t2' N/A 12' 11• WA f(/R N/A WA WA WA WA i2' I{/A g' f{/A 7 0�/401TNQ. _ 11• B• ffi' 6' t2' a' a T%(1P/Finlmnl #'MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2• EDGE DISTANCE FOR E D. LESS THAN 3 1/2' REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE Br THE FOLLOWING. FACTORS (NOTE ; Min. E D. FOR CALK 1N ANCHORS iS 2 1/27 FOR THIS OPEPA77ON TO BE POSIBL& REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS 7H4N MINIMUM SPACING INDICATED .FOR EACH ANCHOR T1PE AT ANCHORS LEGEND. FACTOR ACTUAL E 0. TAPTON/ RE7E fZIX SS4 CALK —IN RED HD. SLEEVE -PANELMATES 3' 86 .75 1.00 2 1/2' .7f' .50 _ f.00 2 .50 0.8B ANCHORS LEGETdD ANCHORS ANCHOR MiN. TYPE SPACING E a = EDS-E DISTANCE : TAPCON/PANELMATES/ CRETE FLEX SS4 .3.0' -2.5' - A 31810 RED. HP. DYNABOLT SLEEVE `SEE N07ES ON SHEETS 6 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR W57AUA77ON5 iN70 WOOD FRAME BUILDINGS APPROVED AS COMPLYING VMTHE SOUTH FLORIDA BUILDING CODE DATE �0 07I BY PRODUCTC OLDMSION BUILDING CODE COMPLIANCE OFFICE ' -ACCEPTANCE NO00 -On I q 4 e, MLWI LADE COUNTY 24 GAGE G4LWANiZED BERTHA AS sNOWN STEEL STORM PANELS SCALE f 7110100 r � c. .-EASTERMI METAL S(IPPLY, GtjjC LAM 13.I IV .(TOTAL A .060- (Crrrnrvr -4.17J- 1-SOD- i-17r IT HEADER Q • PANEL In 1 R TIT 'J" Max. "U" BUILD OUT S :.1/d _ r ANa#]?S (Sir SCPIEOVLE) I J, l-a--�r CONCRETE wKwRS (SrE SCIimu) I- i r i 1 ul,. I AAh. STORM PANEL TYPICAL ELEVATION AEI T/r' Hnr, rw SECTION A -A K ).1 A25fT Fuu R. CENCRAL NOTE5: 1. STOW PANEL w aml DCSIGIYD.N ACLb9]Y.CC NITN 7Nf D'L' ,OUN7r. IOV/'.MY , . or TW SOUTH nc% BLW1 c CO7L C y910 LO.DS SNR1 BC D47T)b^m AS PCR SCCEA 6 p AXE 7-ae. MM. 110 BIS.0 XNO -9-EM STOW RYE2S ADEOVACr MR AIPACr MO rAWIX RrsaTAArr idAT B[DT yrq�{y0 H ACYggpylCf "0 SCL7XXa.. IBX I Z111 R a:rpvar t 71•f .WT£ LLLT.TXN m CIXx AS PLT A ,,y = LAB RCA]mT �/ I ETUE96. z AL uw.wUN s•err Ltrx rwas SRUL Ll(x SO77-lUI ALrm oe Jml-w. Aum. S NL ACI.vwW CXIRVS4 9 L BE 6OSJ-M ALLOY UNM ORCAY C MroB h C XL SCREWS TO BE SUKM.STra JOl OR J16 smm BOLTS 70 Dr 2ON-Ti ALUITTM XLOr• GALWJ4MD CR SINhT SS STLIL MM J6 Ls/ WAVW T. AyCh RS T 6. (,V TO ro WALL owa BE NC rCLL00S (fIMCSS O01CR1ri5C IADfrD) W ro EX6TAC PoLA11D mNCRe7c - 1/{ / u-m8 NrJiWS AS uAMA'�QLLRED BY LTM- RuMT OR am B.pvsT vM - 1/{ / Cr PPS A'•O�Om3 (M( STLb-COy), AS LVA,rACT a BY iM-fASi p]m r.[IN- - 1/{ / RML ZW )MN AhoT AS j~ACTL"m BY Thr Mk PLUG CL,P. W - 1/{ / 1 7/Tr BAK CVx--N A%ch 7u Om am md. t r" . •PN+D.uVr AT Av&rACTUREO BY THE RMA PLw MWAM' AND aw TNOVSIR� RrSPLCrAaf. WTLS: 41) NTAIIW LLLX w Nw PaAiCD CLNAJ7C7C tY OV AHCTORS a 1 J/l; /LR RANL zu4 NKM a l J/d: t f R am PAT T6 a r 7/6. 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MIN AN MLCm. �T_ aJ) D1 CAA THU Pf=kST STOW OR PRECASTXUL GYY.l9K7r A4.ELS Br f81d`O,(lt)L 71E, L]TST2.0 ' ANCLE Chf9S 4L LVC LOW OIOLON. ro Re" rNC AWN aPeo SKN ® "(/ HEADER SO ' 3" ANGLE BUILD OUT BRACKET BLS " a E sRvc Bc As WDIC 7D O1' mows N a1) (C) AApR]2S PILL BE 16TAILM rOLLD11'➢.0 AL Cr THE RCCD%A4NMrlCra .,r[V MT7ays CF 7NE MgfcerS uvW- UYR, 11 •...: .... v.119- (TOTAL MOTH) J-- 6.000 (ETFrCT1.£ NWTN)� +-nr r.5m 4--zr7s� ® HALF PANEL scvt : J/r - r © "F TRACK (2) REVERSED "f"' ANGLE TRACK b a F--r50 T- b - low- ALTCRN+R LEV LOCI BLr wl It- osrMATED�- TO AHOTE KDMTAt� ,. a SPACNics SOW � OM �SECDDNS LII ~ 2.000`--i T I -I .Ie7f Q9 STUDDED !ANGLE aDaT-n A1m: ALIDY DETAIL 1: STuD w/ )twc, Nur SCNC: S/d•- r "F" TRACK ANGLE S -- 7/rr _ r h� - I 7. P,YL'3 ; Ar ( ALSO BE A3 017 a) hO r 7),LLY rOLLL>1W/0 ;WSTALA77(NT DETAAS 'APW ON YCTAONS 1 THAV d (SHQ7I d J LY d) LkCCPT 7NAr IXAO('RS is J d. i AWL MT BE �'.. . B- ? S LALL W TNC TIEJRY6� Or TNr OYl7RAC7LR 70. LERFY f)iC NPERC ShVTTER ra OR TO BE AMDCD TO hI r PRO=LA SpMDhia THC.'S7Rl:CM7E Ak?6YZ1CG 5 SNUr7OPt [!:` (yYLr^.Br ATTACHED To Coo VCTE BLOCX.CR DOn;ALE BD1LD9.i`6.' 7M 9- SNVnrR AHM 'WWRM LAEa SWLL SE PLACID AT L1D77DY OF LNH PW2LV VBLL SMKL RGAO AS TIXLDBS LAS7ERN I7EUL•SLH°CY, O.0 rA1£ WRRL nORLN Dom' CD1N7 PACABCT CpYOKA APPTIOLTD. PRODUCT RENDWED j�1 ' ACCF-PTANCENo.C�O=2�c) i 7TIOINIDATE O 0 ZOa3 APPP07ED AS COMPLYNIG VI-111 THE -�r-12, sotlnt FLORIDA'.LDINr. f•0 1OGIDA O'AE 1vR�COMROL DIVISIONDMSION OATH L'-T OPJ i A { 98 B aDINO CODE COMPLIANCE OFI.7CE OY P6000CI COiil l 0 . oUR01i CODE COOMPA .t.fi UI'TIC� LACCEPTANCE NO.9.O p'I 1 -T ® 2" x 5" (Max.) x .125•" ANGLE SL1fr: J/r . r DADE COUNTY shvw 0.050" BERTHA STORM PANEL "G SCALE 7/7/96 g ®I w C EASTERN YETAL SUPPLY, INC a Jam 2J A... SOUTH T7L1? 7L3T)NG h mTJ R/ JorF Z A. INWilCLO COMPANY LMrL TIE 72 re....: iJMJaD-rsv. r, (J Wl-tlJl DRAWINO Nn CONCRCTC r•NCIIORS (SCE SCHCCULL) RED, PPOUURED,CONCRETE REQUIRED o 4i FOR MINIIIULT SEPARATION -S- TO CUSS OF WINDOW ORS G. 0. 'I d .POURED.:',; U OR BLOPTE CK W-A 'REOUIRFTNs�" r . a ' W,_ CONCRETFaNiyCHOR5 (SEE 5CHLO6LE) I SECTION 0 ANCHOR i �7 COnCRETF ANCHORS (3CC SCHCDOL[) POURED CONCRETE F REQUIRED � d li Cm7. SEPAR477CH -S' TD GLASS OF WINDOW OR S. G. D. 1/4'0-10�" BOLTS W/ 7W J/JT W71C NUT 0 1Y O. c_ Q POURED J°i CONCRETE OR CONCRETE BLOCK WALL R£OUIRED I — - -`jCmL _ I COHCRETF ANCHORS 'g (SEE SCHEDULE) o WALL MOUNTING INSTALLATION SECTION 2 / / Ili" 4-10 r J/f"ti �.LTS W/ o I 17/r J/JY W Imc 1Y O. c-W 4 / J POURED I I o ORCONCONCRETE BLOCK WALL 1 REOUIR£D 9 Conf. SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION I SCALE : J/e• = N1LE : DETAIL OF SECTION O s7vo YAUD ALSO FOR WALL MOUNTING INSTALLATION - SCCrON 2 (TOP) SCALE : 3/6" - i- E D. - EDGE D67ANCE (SEE SL7lm-&E ON SHMS 5 & 6 OF B) W V rti CT,IYCRETC, ANCt#CRS (SCf SCIICDULC) POURED CONCRETE REQURED— d \ 47 I —(SEE SCHIfD 2-- FOR Din. SEPARATKNT S'.TO GLASS Or WIDOW W OR S. G. D. l f 1-20 x J i" .T/JY W JG UT a ITO.C. — p 7 POURED u CONCRETE OR CO'CREW BLOCK WALL _ REQUIRED vL 5 CmLLr CONCRETE ANC! (SEE SCHEDULE) - BUILD OUT INSTALLATION SECTION 3 SCALE: J/B- _ I - NOTE FOR COMBINATION OF SEC77ONS WALV110OWCENUNG MOUNRNC SECTIONS GVI BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I . TCIC N.C•HORS' (Scr - DConL Cont. -L POLVED Cci CRETF k REOTARED p Wo W (SEE SCHEDULQ FOR Ar-L SEPARU)ON S' TO �- G GLOSS OF WWDOW OR S. G. D. I-20 x J/{- 8007S W 7/rY x0 a p 2 I I Y k 2 9 CmL cs ` H Il4h... POURED 1,7 T,t� C OR CONC OR IC RETE - BCOCJC WALL - - REOUF7E0 ' h Nf?' 1-M. S a IY O. C. ' CONCRETE ANCHORS (SEE SCHEDULE) 10 ConL" BUILD OUT INSTALLATION SECTION 4 SCALE: J/B- _ I" PRODUCT RENEWED ACCEPTANCE No. 00-=(L. EXPIRATION DATE o 8 / 0-] /Zoo's By YAOD7CT CO,VTROL DIVIS]ON BUILDING CODE COMPLIANCE OFFICE 'lL. Eb® INC. TIILrr TESTING 4 COY, mT! Kr: xo..rz 3� nT. nvPu C�0¢ q APPROVED AS CO1dPLYING Mill TIIE 60UTU FLORIDA BUILDING CODE PRODUCT LOiil OIVIS'ON BUILDING CODE COMPL.ANCL 01119L ACGEPTN:CF RO.q=O(�j11 • 110 WE COUNTY 0.050" BERTHA STORM PANEL As SHOW SC/L[ 7%796 EASTERN METAL SUPPLY, INC °A'r -UM r.M A� SOR/I Lw varny a . I-W47 9B — 172 DRAW7N0 NO - PANEL T x ! x .725- J105-H14 OR 606J-T6 ALLOY Cont. Num. ANGLE — CASE A (Plan SCALE. 1/4- = 1" POVRED CONCRETE OR CONCRETE BLOCK WALL REOLHREO t- llin. �CONCRETE ANCHORS O 17' 0. C. 7 x 'rx .09J- 3105 H-14 OR - (iO6J-T6 ALLOY ConL Num: NICLE WITH ANCHORS 0 12" O. C. 1/4' CASE D (Plan SCALE 114" = r POURED CONCRETEOR J�I�I q . GONLRE'7E BLOCK WALL - YAgfS 5 q REDU/RED Lhx. \ . 6 q i - 6 q N 1 90"<LF1Js J pq ~�OR OR \�iiL Aq OR O)OR OR OR O 1/t d BOLT 4' x 4- xJ.072- 0 2f C C. J105-H14 OR 606J-T6 ALLOY W/j4cm/T Cont. Num. MOLE CASE B (Plan SCALE. 114' = 1" END CLOSURES DETAILS CURED CONCRETE CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR COACREIE ECOCK Wi REOLWi£O 1. SIX1 CDLK:RETE ANCITOR$ o 1,-O. r- f Y r 2- x .055 TO - 2" x S x .055 Con(. Num. ANGLE OR .050' J105-H154 S2ET uETAL Akan. BENT PLATE ATU N47E LCC LOC 77ON CASE C (Plan SCALE- 1/4" = 1" MAXIMUM DESIGN PRESSURE RATING "W ' (p,s,f.) CORRESPONDING MAXIMUM PANEL LENGTH "L" S 1LUMIAI OFSICN kbx. PANEL LOWIN APPLCIBLE ID PRESSURE RAHNG L (TL) 1IWINVL SEPARATION SECHLWS / t W (P-+-/) (SUE' SEClIOAS) TO CLASS ANY Q7ABML noff OF THEN +55.0, —77.0 B'-0' OR IFS, 2 1/4" 1 THRU 8 +65.0, —77.0 >8'-0" TO 9'-0" 3 1 V16-- 1 T}TRU 8 +62.0, —73.3 >9'-0" TO 10' J 7/6" 2, 6, 7 do B PRODUCT RENEWED ACCEPTANCE No. D O— 0 6 0 2-- a 4- EXPIRATION DATE68 .0 Z,003 By FRODVer CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE A p� . !q ECO Iwc. 7JLLIT TT577Ho t o.'artrxnCc cioui /iw. /JCSJe>�-lib . fo.: (JOJ7!)I-IJJ APPROVED AS COt6PL1911G 14IT11 711E SOUTH FL RIDA BUILDING CODE DA7 By FROOUCT COi: Ii01 ON:S ll;I 9WLDi\G CODE COi6PL:RF:CF OFFICE Acrr, IA1icL W.95-Q- 1_I -/ ( 0.050" BERTHA STORY PANEL EASTERN METAL SUPPLY, INC JaOO 2. m M. s m u'Q x . TL au fl 47 ULE F E COUNTY Ass, YN SC4LC 7/7/96 uvr' 98 — 172 DRAWINO !b MAA7MUAf DESIGN PRESSURE RATING "i�'. (p_s.t).: AND CORRESPONDING 1dAXTMUM ANCHOR SPACING SCHEDULE` FOR INSTALLATIONS INTO CONCRETE AND C.B_S. STRUCTURES EDGE DISTANCE XAXWUM DESIGN LOAD W (PST) XAXIAIUM ANCHORS SPACING FOR E 0. - J IIZ- .. APPUCADLE TO SECTIONS j A- N4YCF JHlLVIXAY MAXIMUM PANEL LE?,C7H 'L' (ILf TAPCONS R K 7AXAC 1WuN PAK CALK-pI CF TAP -GRIP PA�yA� IO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO COYLRE7E TO A/ASONRI' TD CONCRETE TO MASONRY 70 CONCRETE TO AGISGWRY 8 N/A 4' N/A 8" N/A 5' N/A J 1/2- N/A 1 (TOP) 12" 10' 12" _ 12' 12" 8' . 11" 11" 1 (BOTTOAf) 12- N/A 12' N/A 12" N/A 72" N/A 17, N/A 2 (TOP) 12" 8" 12' 10- 11' 12' 72- 8' 71" 17' 2 (BOTTOM) 12' N/A 12' N/A 12' N/A 72' N/A ll" N/A 3 (TOP) 12' 8" 12" 10' 12' 12" 12 8" 71" 11' J (BOTTOM) +55.0, -65.0 12" N/A 12- N/A 12' N/A 12" N/A 11" N/A 4 (TOP) 9'-0" OR LESS 12' e" 12' 10' 12" 12' 12' 6' 11" 11' 4 (BOTTOM) 12` N/A 12, N/A 12' N/A 71" N/A 11 N/A 5 (TOP) 12' B 12' 10" 72' 12" 12 B' 11- 77' 5 (BOTTOM) 11 1/2" N/A 7 1/2 N/A 12" N/A 8 1/2' N/A 6" N/A 6 (TOP/.BOTTOM) 10" N/A 6 1/2" N/A 10 1/2" N/A 7" N/A S N/A 7 (TOP/BOTTOM) N/A N/A N/A A7/A 12" 17' 12" 6" 6" 6" 8 (TOP/BOTTOM) 6' N/A 6" N/A 6' N/A 6" N/A r N/A 2 (TOP) 6 6 6 6" 6 6" 6" 6- 6" 6" 2 (BOTTON) +55.0, -65.0 6' N/A 6" N/A 6' N/A 6' N/A 5 1/2" N/A 6 (TOP/BOTTOM) 9'-0' TO 10'-0" 6" N/A 5 1/2" N/A 6' N/A 5" N/A 4 1/2" N/A 7 (TOP/B07TOM) N/A N/A N/A N/A 6 6' 6' 6 6 6" B (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO NOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2' EDGE DISTANCE FOR E. D. LESS THAN J 7/2", REDUCE ANCHOR SPACING BY MULTPLYINC SPACINGS SHOWN ON SCHEDULE BY THE FOLLOMNG FACTORS. (Min. E D. FOR RAWL CALK -IN ANCHORS & £LCO PANELMATE 15 2 1/2"). ACTUAL E. O. FACTOR TAPCPNIZ 44C WUNI P"OWTES RAAL G'LX-1N co- W-CRIP .75 1,00 2 1/2" .71 .50 .80 2' 50 PRODUCT RENEWED ACCEI'1'ANCENa OO-O GOZ.. Du- EXPIRAMOK DATE[J�JcS 07 7-off PRQDVe7 CONTPOLDRqSJON BUIIDING CODE COMPLIANCE OPPP10E f-L.. ECO Iwc. T T67WG & OlCLIE7'ROJG cCAn lMrr.] �Yl3.b)1-U.b 3q. APPROVED AS COIAPLVIIIG V/ITN TIIE 111IT11 11.1111A 11ILDING CODE 8 DATE_ �o Dq DT _j_ - P20DUCT f.ORlr . DIV:S'Oy/�'N�V `-' OD.; D riu CODE pCpQom' AN.CE Orr CE DARE COUNTY 0.050" BERTHA STORM PANEL I As srALtr r 7/7196 EASTERN METAL SUPPLY, INC DATE . w 2ay.. . souTN IA�x MWVC fL 31-XN7 98 - 172 DRAMNO Na, MAXIMUM DESIGN PRESSURE RATING " Ir' (p,s.f) '.AND CORRESPONDING MA yMUM ANCHOR SPACING SCHEDULE FOR I3JSTALL4TIONS INTO CONCRETE AND C.B.S. STRUCTURES E D. EDGE DISTANCE uAX/MUM DESIGN LOAD W (ps.!•J IWARFN ANCHORS SPACING FOR E 0. - J 1/7 •• AM(IGl$(F TO SECDONS / R .WY LVAl8WA7\7N Qr THEM WAXIUUM PANG LFi.G7H •L• pq TAPL01/S TO'CO; K'RE1E 70 MASONRY RAW( Lumc NNUN TO CONCT7EIE TO MASONRY RAri4 CALK -IN TO CONCRETE TO NASgVRY LF TAP-CRIP TO CLINCRM TO VASaWY PANE]Ju7E5 70 CONCRETE TO MASONRY 6 N/A J• N/A 5' N/A 3 1/2- N/A 2 1/2' N/A i (TOP). 12' ' T 11 8' 12 10• 12 6 1/2• 9 1/2 9 1/2 1 (BOTTOM) 12• N/A 71- N/A 12- N/A 72- N/A 9 1/2' N/A 2 (TOP) 12• 7- 17- 8- 12' 10' 72• 5 1/2" 9 7/2' 9 1/2• 2 (BOTTOM) 12• N/A 11' N/A 12- N/A 12- N/A 9 7/2' N/A 3 (TOP) IZ" 7" il' 8' 12" 10• 12- 6 1/2• 9 1/2" 9 1/Y J (BOTTOM) +65.0, -77.0 12' N/A 11' N/A 12' N/A 12- N/A 9 1/Z• N/A 4 (TOP) 9'-0- OR LESS 12" 7 11' 8' 12- -10" 12' 6 1/2• 9 1/2" 9 1/2 4 (BOTTOM) 12' N/A 11" N/A 12" N/A 72- N/A 9 1/2, N/A 5 (TOP) 12' S //2' 9 1/2' 6 1/2" 12' 6' 10' 5' 7 1/2" 7 1/2• 5 (BOTTOM) 9 1/2' N/A 6 1/2- N/A 10' N/A 7- N/A 5- N A / 6 (TOP/BOTTO)j) 6 1/2 N/A 5 7/2 N/A 8 1/2- N/A 6" N/A 4 7/2' N/A 7 (TOP/BOTTOM) N/A N/A N/A NIA 12' 6' 12• 6' 6- 6' B (TOP/BOTTOM) 6' N/A 6' N/A 6- N/A 6- N/A 6" N/A 2 (TOP) 6 6 6 6' 6 6- 6' 5- 6' 6' 2 (BOTTON) +62.0, -73.3 6" N/A 6' N/A 6- N/A 6- N/A 5- N/A 6 (TOP/BOTTO)W) 9'-0' TO 10•-0' 6- N/A 5 N/A 6" N/A 5 1/2• N/A 4- N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 6' 6" 6" 6- 6' 6' 8 (TOP/BOTTOM) I * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLA77ONS 100 WOOD FRAME BUILDINGS. 'k $ MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/Y EDGE DISTANCE. FOR E. D. LESS T1WN 3 1/2', REDUCE ANCHOR SPACING BY MULl7P,LWNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOMMG FACTORS. (Ain. E D. FOR RAWL CALK -IN ANCHORS & ELCO PANELAIVE IS 2 1/2•). ACTUAL E. 0. FACTOR TAPCDN/FAt(iC MUN/ PNJRIUTES RAM C U0-IN CF W-MP S .86 .75 1.00 2 1/2• .71 .50 .80 z .50 PRODUCT RENEWED ACCEPTANCE No. 00� E72IRATION DATEOa 0 Zou3 PROD C N"TROLDIVISIO,q BTRLDING CODE COMPLIANCE OFFICE APPDOVCD AS COMPLYING WITH TIIE SOUTH Rqq,IIIA BUILDING CODE DArL�c�-o6e.. D'!_U. �f.w-�7>�/✓1_ SFr 1111000C1 GUX71Ml D;V,q. BUILDING CODE CUhIPI,,,,NCff LiillC/f ICCEPIANCE NAB -Q131{_1 b 0, 050" BERTHA STORM PANEL I I_ E C® I N C. EASTERN METAL SUPPLY, "INC As. b 1- .` � � TAlJT 7LSTLfC h ENCAtrCRWO COMPANY !N7 MG4JN, N1 .1TI6N_,U/T DADE COUNTY AS S%A%M✓ sc,ct 7/T/ae atrt OR _ T7 nuu uj Luuitm) 19;U) UULp'jAGAM AhiVMINUM aen-��-000J�QGD� U9;L7 Uuv)IAGAA B1UpI11U11 8 �IiUIIGi( Jan 35 03 o6:16a EMSLW XF' (FAXNM740 (rAA)LajyrgU 56158047.RO P, MAN v r,bul/UUI P• I GENERAL NOTES: �arrc"sorwc ua a TYPICAL. ELEVATION Wm .�a`°"""a"► NM sleru ►Wa hitpr rc. =W WAL4 Krc xaokia �++ nrc.�r Itc+tio.� hRAolO aopc ' F+1kV+lIID s1g1 S7p:L� P�Y13, M.[Wq ah +711i AW loolnbl nZ, PLAN VIEW TYPICAL �j� , �2�4c4ca Ec�EW rANCL >i rIE rnc• GALY. STEEL 5 v+wca ► vn 02--08080 JM / JK