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HomeMy WebLinkAboutSTORM PANEL PAPERWORK2 f25' I SE75- I 2125' I ' © JI` HEADER ' NAC CCWCRE7E ANCHORS (SE£ SCFJE7R4EJ J. NIA: W. ' NMI CUVCRf7E ANCHORS MAC PANEL TYPI('AL ELE€'AAOK K r.s +• 1/4- u= GAP T� S1U\\\\ r/f' Ai= CAc� f.\ -,I" Alox "U` RUl D OUT SCALE, 4/e• _ I- a. 6 SGYr: 3Ar- f' . 1i51¢LS r/ 1/ro %2•SS YS A'J/JL• µP7G DYDdAPS i ® "U" HEADER 4.r19' (TOTAL 2. r25' HALF PANE scar : 3/d' - r• C7 3'" ANGLE RUJLO QU RRACKEr SCALE. J/,e . ,• © _M ERSED _ "F`. AAtr`rEra�CK SCNC. ;/6' 1' _. . 1/4' F JO( SF>1ESS S. S 5 1mrJED iD ANOI P SPACO L M,VW DR SECTK M n h bi O6� ALTERNATE !EC Loco C w . SnKE: JT' _ F. ( Zl7ml .:o Ill 1. S CRW PM'EL HAS BEEN DESIGNED W ACC ROVNX µ7TEl THE LNA7/ DALE CDUN7 1944 . Oc . DESIGNSOOTH FLORiai BUIEDw Cop[ S?5 fm WO LOADS SHALL BE OE7F'RA6NED As PER SECRON SP6 CF ASCE 7-Bq JRIfJ l JO mph D;SIC µ7MO A STO2N PAAELY ADEOUACr FM IMPACT AHD EA77CUE R.SST NTE HAS aF"r r'VW" W ACCCRC CE MW SELT10lS Z 15 E 2Jr4 RESPECTPar CE W ABOVE NENDONLD CODE AS PER ALMCW TEST (/B JTfPORT os230r m. C4L✓AWZEO STEEL DEWCW77C1V& M5ZJ b,(AFRF UDIMLRr ASTr! AGST S0. M4DE 4,7 WTRf G_SO S. ALL ALUNIHUN EA?RILSIOn S'ALL BE 06.1-Td AJDY WJLESS ORZON6E HMO,. (. ALL SQl Ehg TO BE STAWLEYS STEEL ,, OR J16 SER6,T & DOLTS TO BE 2o24-T4 ALUdrtNIW ALLOT, C ILVAIWED OR smm= S7Ea. YAW 36 bT fEDNWINUN n PoR7L M- 6. .WChVRS TO WALL SHALL BE As pMLC -. pg,( S OR AV NO). . (V 10 E)KRNC POURED CONCRE 1/4' / APCONS t UX-SET ygPoCrC AS uWUEACTURED BT L7.B./RURDIX - fREIE-FLEL' SS{ ANCHORSAs Br Rr ELCO TESrRML - I/{' 6 A 7/3- CALK-W ANaO?S; r/4Y ELCO male & f..,, 'PANam7E' O7 1/4' f QCO male 'FANELU4TE PLUS' AS AWNMACTURFED By POHER FASTENMGS� IN-- AND ELW TFXiDONL ,RESPEY = J/6' C RFD HEAD DrN45OLT SL&!If' -CMR5 AS MANUFAMMED Dr Lr1Y. BU6DLY. CnY'y N07ES EL1m oAXDMENT AM POURED NQ?r OF TARMY M'GfO4 CR CRETE-fm Ssf LS 1 J/f , FOR FOR RED fEAD L 6 E /2, iM QL10 m4k A7J 7/5- oYK-M ANG7iWt5 SIMILE. FNIitEZY EIFEEDO�ED MN Ri JS S7UOCOSHALLPOURED COytl7ELC 2' ANDT WNWW FCVR KW NO STUCCO.USED 37pL1 BE r TA' LOHC WN/uUAr ESLST. OR ELOOq ANCHORS SHALLLW-(O PANEL OR PAVIXS FlNRN'ON THE MM K,L MML BE AS =1047M ON NOTES A1) t , 2) ABOVE /GUN S7RL1CfU� NCN PANED ANCHORAGE (B) 70 DOSTMO CONCRETE BLOCK Y04b TRE,,-, k { .,-SET WM= AS MANUFACTURED BY LLIY�BCRDIX CRE7E-FIfX SSf ANCHORS AS AAW,,ACTURED BY QCD 7IVIBLX . 7/B' CALK -IN ANCHORS OR 1/4' o.QC10 ;,&. L I T DaRm 'PAN'1fNIC O4 1/{• 6 QL'O 3e l RED HEAD KUS' AS 1L+Md�AC7rAifD or POµfR rAYMENCS INC AND fXM R:%iR N RESPzMar. prN"OLT SLUIE ANCHORS AS UWUT71C1U77 Br LL)G BUuEY h"Um, & I) JIIWLW EWBEDNENT OF TAPCW ANmNRf, QCO PAHFIAGA)E QC0 ma/. 7+MFL.1[.(TE RUN, RED HEAD DYH �T AND CRETE-FL6y SS(, NWI'E MNCRE7E BLOCK UAgT 'HALL BE 1 114 . B.2) 7/B' CYK-M-glvcmR5 smu Dr ours 7.r EMS MR, THE C0NCRE7E %00C Lw f/A6T, No Elef"EHr RIJO 57UCCO SHALL Br pERWTTM.r/f- 1-20 SCREUS USED Hg1L r rh' LgYc B, SHOULD SITS EMT AND I-AMMUN FOR IGYLs µRN NO Sncm SHAH. BE LONG ENOU REACH BE LAW PANELS BE fIXIND ON BE EX61WC WACl• ANC710/S MC = ON Nam-- W B.IJ t lt;l ABOVE. STR(cN1RE BE IM SUCH PANELS ANOIO94GE SHALL, BE AS ANC � a- NS"LLED FOLLDR.G ALL CE RE RECOV14ENOARON5 AND SPETl'7Cg71LRS O< Me 7. PANELS Rqr ALSO BE MSTAILED HO92a?ALLr FwOWWC 7NSTALLAR0Y( DEMS sM N ON SEMon 1 THP.0 6 (SHEET 2 t J DF B) Dram7mr NFvem z J k 4 %14LL NOT BE USED. F' 1T SHALL BE THE REYPOHS/BRITr OF RL C7NBiA " TO rMFr THE SOUAoff-KS of THE STRrJ_-7vRc WHERE SHUTJFF S TO BE ATTACHED TD LH3r.P3' PRIER AWHWAGC 7NS SMFTTER 94VL OKr BE ATTACHED To CONCRETE BLOCK DR µ9F FJN11E B[MopIGS , _ jA A�REY LABEL SHALL BE PLACED AT BOrrm or EACH PANEL . SHALL PEW AF O EASTERN METAL SUPPLY JNC LAKE WORM MFLORIDA N41Aw GUH7Y PRODUCT SCACONEROL A FROkMNNw 0-344 St. Lucie County b ® STUDDED AMCLE —_-, swE:.ys' - r' HOLE AT PANEL L = Arm. .05- AIL f • STUO / DIE CAST ZINC of KEY HOLE WASHER NIC;d.1 PLATED WING NUT JIDs-Hlx ,vm,rzrpr 0 LL 0 o h h APPROVED AS COMPLYING WITH THE SO4DUR'OL'LDIVlSIDN UDNGCODE ZOOIY BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O -O } . p 24 GAGE CALVANIZED BERTHA STEEL STORK( PANELS DADE COUNTY A5 SHo %' SCALE 7/10/00 r-� '3 $ S73Nvd AYOLE 7331S Kwcss Sr r"riLY38 03Zlk1M7tV 394J �Z ,Ulvfloo 30N0 ljmn ON 30Ny1d300b 3JIjd0 30NyildWOO 3000 ONIO$ne NOISWOloaWU 10nCO21d A8 3000OMmine OIHoljH = 3NL HLIM ONRjdW00 Sy ORA08ddy y,a.... .s . Np X sy7-ss ,z/uaz-��_s—/t - � ,w n ,z, J VIM =pz .,,it N v' = a Vmaja --- ,QGG a -M OMB( �1x/L /M SiYSS WOO (37nmHOs 33sl sao7r�iw 3t3a,7NpO 03L9n03a, 7NM YO079 3L3aONW a0 3L OAW 03anOd .- L'�NOl18��-ONlLynO3Y ON/7130/NOo73/77NOt . SrovO3S 'o NOt1bN181V(� Noj 310N S X L . 9' 9 S133Hm M7 37np3HOS 33s) 3JNbLSM 3pm = -0 3 NOJ1 a ! 771S13J wlAOI�Yl1/� OBEs 0 N01103S �J f L- C JOJ33S:..:..•. ..s/r:Enos0.07/n8 . N©J1y1SNl uU �N11Nli8 77»,'�i toHaNV 0Nolte3S r - I • (37nmHOs 33sJ I- sao7twa' �� lug 9 o7nows MS) -%VMNY 3t WAM WOO t6 a tnN ONl1t ,Zr/S x e/L /,fl 517� ad 1 /M 7 oz_ SSM �� Nnwm &U _man7oia I 3J3YJN0.O a0 3137t7Npp 1 /'- Od 5 O ,ZI e .ttvr e�aM -t+ L I ` maM70 -stint viri0le /L�' 313a.7N0O LYJ I mtt'70d (C-'aUS /A T7bh1 m}t5➢7f, maMQ3a rnt, xw-7s 373aJN0O'ap -713a7NOJ (37nm,G 33S) / Sb'4V7J7N713NJN)o maMma l 3t3WaON0Wj w 313aJNCO0.� �mFB'Xy A 1 WV.Wav ef� I 1 zr�; 1 pa- s,3/tl I dr,�p/rMs � a fw zr/r{e/L/MsJYSs I � I a aL I NrWNVY Wd I .£ N(H1VaYd3S \ �� 1 (3ax2tr7.zs 3�s) I i Nnnwn apt (37nm7c,s 3as) — i 1 �3momoo manai ` 1 1 maln03a manod I 03a7od • F— (37/XGHOS 33s) 7uJ 8 S�KV/JM' 313aON0O - (37nmHOs 335) SapHONV 3L3T= CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED- o FOR M(FRAfUA( To 1/4' f-20 x I f 2'. &SUS. W/ 7/ x WING- NUT 0 EVERY _ OVERLAP 0 ulDmeti 7` 1/4- f-20 x J 4' .. ..- . . I DOLTS W/ 7/sl . -T/ar MTNO NUT 0 12' 0. C O / POURED. - 'W _ CONCRETE OR CONCRETE 5 CK WALL REWIRED ConL f/4' ! 20 S. S MACH/NE BOLT N'/ NUT d: WASHER B O. C T' ML Cont CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS POURED CONCRFlE E D. (SEF SCHEDULE) E. D. REWIRED \ \ I-E D. I I POURED CONCRETE Ij', , I I _ N 2 1ALIMN47E LEG LOCA7701V n� I � Cont I 17DOR 8 CanL r/4" Bal z . J I ;7/8A111,3BCY/TSZf ( 12' 4 C J -20 x 1 2' _ W/ 7/- x 3/32EVERr I `. F/4" f-20 ° P NIOSPAN , Wm NUT O 7/ OVERLAP 0 WWAN I la (SEE SCHEDULE) FOR MIN � I a (SEA' SCHEDULE) I sv i 70 CLASS i f�4. P-20 x I RN>� M I d J/4-BOLTS fTO � . 7Hi"x332 0 NUllO ' 9 120. C i/414' F-20 r Cant - I .Y' B0.75 W/ p k i k; o� •' nil n� I iNGR 0 ^nl OOR 8o L I { CONCRETE ANCHORS . / p !' Alui. t• (SEE" SCHEDULE) I-�- 1' I y 1//f f-20 S. S A(AC((NE (CbMYrE7E�cHDRS/I I u E L CONCRETE ANCHORS 6OLT W/ NUT & WASHER POURED CONCRE7E� �E. D. (SEE SCHEDULE') 0 12' 0. C. REQUIRED ) // 1 C°nL POURED CONCHETEJ pu/LU 01i INELA.U.419. REDDENED E D. _ c�L-/+p Ar . ._ _........ .,_:-.--- - - -.•- . CEILIidG �" ;�`�[lOR fi90Uf�T.INO.�._, F 6�T/r,��+ !7L 1. (�0/Y rE ._. .. .. ._ _ _VE-JLIh►�'z-'FL�00 lnOUlC7H/YV —� srALE: J/a = RsMLLAT-lom — SECTIO - IfdSiALLATTOfd — SECT -ION i SCALE : 3/8" ._ ,• SCALE : 3/8' E D. = EDcE DlSFANCE (SEE SCHEDULE ON EEF 5, 6 & 7 OF 9) NOTE FOR COMBHNANON OF SECTIONS ' -^- - : Wh'-(,/FCOOft/CQLING iti�OUNRNG SEFTIOHS LAft� BE COATBfNED !N A/YY WAY TO SU(i ANY ANSTALURON. �\ -- ' APPROVED AS COMPLYING IMTHTHE SOUTH FLORIDA BUILDING CODE DATE Otto BY Me PRODUCT ft4TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO.� - o9(q. (L� C4LK-IN OR ELCO male/lemole PANEZA TE OR -A> PANELA(A7E PLUS -0-20 mDEwAL av-r OR a 17/1/4 i 2TR O USSNFi+D BD_T (SEE SCHEDULE FOR SPACING) PO(LRID m I I CONCRETE CONCRETE 4'DCX WALL , REDU(RED-\ o W , i' (SEE SCHEaKE) I T� To i 4 I 2 1 7/4' 0-20 x 1 e SSM.S W/ I W7NG HUT 0 , OVERLAP 0 A(/OSPAN I p , i I I O I POURED 14 CONCRETE I OR CONCRETE I :BLOCK WALL , REOCK / I bVY-IN OR ELCO malo/fomm'a PANELWTE OR male PANELU4X PLUS 1 4 C-20 STDE7YNy BOLT OR 0 �ITI 1-20 TRUSSHFAp BOLT • . (SEE SCHEDULE FOR SPACNG) ' wALc 90UNT1ff6.'tR. rF ug D...:'f : _— SECTfoM 8 SCA1E , J/s" _ ! r v- c .G—et- , > S7DE Hg11C BDCIS ARE 3/4'Ox3/JZ-a '= HEAD !(AC4/NE SCREW W/CpNC1j{ AS PER NOTES A2 k B2 (SHEET T) P TRUSS HEAD BOLTS ARE 1 2 Czi/s77ECK HEAD AfACHfNE SCREW W�L[7NCHT AS PER NOTES A2 d' 8.2 (SHEET 1) 24 GAGE G4LVANQ70 BERTHA STEEL STOW PANELS MWAF 0,40E COUNTY AS SHOWN SC4LE 7/fo/O0 PANEL i' Min 2' x 4' x _ 725' 31.05-H14 OR 6063-T6 ALLOY 'CMf. Alum. ANCLE .. — CASE A (Plan) SCALE t/4' = t POURED CONCRE7E CONCRETE BLOCK WILL fff REQU[Rm CONCRETE ANCHORS / 0 f2' 0. C O 2' x 3' x .0.?3' 3loS H-l4 OR 6063-T6 ALLOY Coat Alum. ANGLE WM ANCHORS B t2' 0. G 1/4" CASE D (Playa) SCALE. • 1/4` = IN N- POURED CONCRETE OR CONCRETE HLOCK WALL REIXxRED I/4' a Ba- W/.Y.p(NUT CASE & (Plan) S01LE.. 7/4_ = t' ElVD CLOSURES DETAILS POURED CONCRETE OR CONCRETE BLOCK WALL REOWRED f o h ` OR 0OR OR OO?OORO �.�OR 4' z 4" x .072' 3105-Hl4-OR 6063-T6 ALLOY L)ML Alum. ANGLE POURS? CONCRETE CONCRETE BLOCK W:�-\ REOUIRm r CONCRETE ANCHORS ® 12' 0. C. � 2' x 2' x .055' TO ALTERNATE LEG LODfIM 2" x 5' x .055' Coat Nam. ANGLE OR 3105- .090' 3105-H154 SHEET � METAL Nam. BEM PLATE CASE C (Plan) SCALE 1/4' = IN IIIU' MUH DESIGN PRESSURE RATING "ff- (p„s. f) AND CORRESPONDING MAY[MUIi PANEL LENGTH V SCHEDULE DESIGN RATING Mox. PANEL LENCW L (YL) (SEE SECNONS, _ ... MINIMUM SEPARAWN _.__ ,_ Ib C1A55_� . .,.WA!@LN!i77O11 APPUCABL£ TO SEC77ONSaJ,.) ...... 7'-6" OR LESS3 OT 7NEM. .-76.0 1,2,3,45 � 8-70.0 M.=J- >7'-6` TO B'-6'3` i,2,3,4,5 & 8 76.0 7'-6' OR LESS 3 3/4' 6 & 7 70.0 >7'_6" TO 8'-6' 3 3/4' 6 &. 7 APPROVED AS COMPLYING WT WME SOUTH FLORIDA BUILDING CODE DATE �01/.,BY PRODUCT C TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.M -(yq I q. ) O MMUI LAADE COUNTY 24 GAGE G4LVANOEO BERTN,A AS SHOWN STEEL STORM PANELS sale .� K9ON CLW1 LT.M. � uc� /aD ro s¢, ID c ro ua m cwu,_x f2 N/A 12' crate H/R I2' 12' 12' /2' [2- 12' H/A 12' I N/A (Z' J2' f2' r2' 12" 72" 12 WA r2' WA rz' 12' 12' f2' tz' r2' t60.0, -61,S 12' WA f2" WA IT" 12' f2' rz' rz- rz- r2- WA 12' N/A IT' 11 12 rz' rz' rz' 12' WA 12' MIA iZ" 12' N/A 12' N/A rT" 12' WA 12' WA 12" WA WA WA . WA WAMqW lxtwtu f tzczanrt LrK &W-= . -I -- I -- r2' 1z- 12- 12' 12- r2- zo 12' 12- 12' •12- " IZ" 12' !T' WA AKVhW Xmcs Low v (�J) TV r2' Iz' 12' 1 rz- 12' 12' 12' 12" 12� WA �M� Wst� r to row,"mX, m lusx FK WA fz' N/A it, fZ' f2- WA 12' N/A it' 12' 12' WA 12' H/A If' 12- 12- VIA 12' WA rr' t2' 12- (/A 12• WA B 12' 12' WA r2' IT/A WA 12- WA WA 12' NIA WA WA WA to' WA 10' WA r0• WA to - WA 7' WA WA N✓A RX ra c¢7E 7 L»6ar7[ 10 IL4R rz' WA Tz• 12' fz' WA 12' 12' 12' N/A 12' rz- 1z• WA rz' r2- 12' WA 12• 12" f2' fVA fz' B/A 11. 1 — 12 12 12- 1_ 12 r2- 12" rz' 12' 12- 12- 12' f2' WA �IIICS J/ALYfC 7A4 E D. _ J I�}-- „ ¢ro IE17Auy tLX 55! kvr/Iruvc H4alfrli[ Lal!E 10 Lresoirn- S° L'7[ m wuwm- ro cavc WA rZ' N/A 12` r2` 12' I2' I2" WA 12' WA 12" 12" 12' 12' tz' WA rz' WA T. 12' 7Z 12' 12" WA 12' 1 f2" 12• 71' 17 12, WA 12` WA 12' f2' 12' r2' _ rz' A%A 12` N/A 12' WA 12' N/A f2' WA 1T` WA 12' WA 12- 12' r1• 6MCHL MR Ea_J W- . B.ro 7DUM . SS1 LNCE/77]1q/1: ' LLVE Iwr gym- m m Irssgarr 7D wvcxen WA rz' ' WA - 7Z" t2' 12- WA 12. WA 12' Tz 11' WA t2- N/A t2" 72- rz' WA 12- WA 12- TP r2' WA 72' rz u WA WA 7T' WA WA f2` WA WA 12' 12" AM17JiYb' S}XCJiG IDR C D. J r/z' .• ¢m 7CEXN 12 12' 72- 12' 12' 12' 12- r2' f1' rz' 72" 12' 12' Wa 12• WA tz' WA rz' WA 12' 72' WA WA WA r2' WA 7T' WA 12' T2' WA r2' WA 9' WA 12' - ---., u¢c Lswaxnc rcrLs t ToMLRMPtr m Carere'7c 7D uumvn- ID r ro >+sstvi WA 12' WA 12" r2' WA !2' 12- 12' 72' 12' 12' WA Iz' H/A 12' 17/A 12' 12' r2 lz' rz' rz• 12" WA 11' WA r2" WA 11- 12` rT r2• rT' f2" r2' 7{/A TZ• MIA 12' WA 1T- 72' r2' 12' 12" !2' 12' WA 12" N/A 12- WA f2' 12' 1z' t2" WA fz' WA IT' WA z' WA 12' --- N/A rY WA roxvs 7xrrLJ _ cALx-ri rz' 12' 1Z- 12" 12` 12' 12. 1Z• 12' 12' 12' 12' t2' 12- /z' 12' 72' 12' 1z' 12' rz' rz' 12' 17' I2- 12' 12' r2• A � j1�Lvxx lWa7. YSRNRf a IN l L£I1777 VIA r (Inp)too WA 2 (to°) t1' 2.(D07w WA J (Top) r2' 3 (90"wo _ N/A 4 Ow. ) 6=0` qq L6S 12' 4 (Bonnie) WA .5 (TOP) 12' '5 (607IOy) It 6 DaP) WA 6 (BOT70V WA 7 crop/evTlwq iz' d (rcp�BOnny) crvvr. AMt +t 6rClM 1CYd f, /• ANr COUWM WA 1 (7ie J r2' ! (eJTrucj N/A 2 (/DP) 12- 2 (Bop WA J crop) f2' J (BOT7w± N/A 4 (T0') TV s (BprlCt) WA 5 (top). IT' S (BOTTOM) . . WA 6 �°/ WA.. VA 7 (70P/BOTrw) IZ' a (rO.^AMir:il /xm 17Jk:D( 1• cry RIMUM ANCHOR SPA NGS R IARE VALID FOR 3 1/2- EDGE DiSTANf FOR E. D. LESS TH4N 3 [12' REDUCE. ANCHOR SPACING By A"77PLYING SPACING SHOWN ON SCHEDUE LBy THE FOLLOWING FACTORS (NOTE - Min. E D, FOR CA/X-L/q gyCyORS IS 2 t�2�, FUSING FACTOR SHALL NOT BE LESS 7�R THIS OPERA710N TO 8E POSBLE< REDUCED SPACING OBTAINED INDICATED FOR EACH ANCHOR 71PE AT AN HOB M CEND.NG LEGEND. FACTOR AC7LIAL E D. TAPCON/ R s" C4LI'-1N RED HO: SLEEK - PANELMA7ES 3- .86 .75 2 7/2` 77 1.00 _ .50 f.00 2 .50 _ ANCHOR ANCHORS ANCHOR oN LESS TYPE MIN. SPACING E a. =EDGE DISTANCE TAPCON/ PANEL MATES/ CRETE FLEX, S34 3,0" :2.5' 3, 8 E RED=FlD.-._ :......a _ .. DYNABOLT SLEEVE , _.. PDX-WTAnwJ c c"-N A%L Ag E IVFOR. rSEF NOTES ON SHEETS 8 1, 9 OF 9 ANCHORS TYPE & SPACING FOR INSTALLA77GNS 11T)71p7<76 7DL-CSLMAY ! a d1lllNir_" Iwr¢. AYr�me4jV= 1277i11 (Iu . INTO WOOD FRAME BUILDINGS rz' tz" WA f2• 7 (top) APPROMASCOMPLYINGWIT THE 12• r (8017T 1) WL" FLORIDA BUILDING CODE WA T Oa,) DATE ' 12' 11" 2 (BOTTaC) BY 12' WA J (fop) . TROLD114sION l2' 72' J LBO BUILDING CODE COMOL6INCE OFl ACCEPTANCE 12' H/A NO.pQ=0 r1' 12' 4 rz. r2' WA 6 (tcw) PZWI DADE COUNTY r2' to, N/A 6 (BOT7w) 24 G4GE G veiNiZEO UEPR-44 Ar rbm STEEL STORM PANELS SC41-1 }KtlI1LU( DMQY Low a (R .I) L -72.0 12' 12' 12• 12• 12• 72' it, MIA r' taLq T2' 12- 12• 12' 72' TZ' T2' 12• 12- z• 12' 12' 12' f2' IT' rz• r2' 12' 7T' 12- u_ t - RED ID 3i¢lE _ :ttF ro utroaer IT cD.+r%ir ro Iuray WA 12- NIA g )Y f2- WA 12' N/A 5' 12. 12, WA 12- WA Y. TZ' 12- WA 12' NIA g rz- f2' WA fY NIA 5- 12' li• WA 12' NIA WA f2" NIA WA f2- WA WA f(/A WA LTC Pwu , . tA�cDes Fria m sLr� C m X,,� m Cohn= ID Y.twmr WA 12' NIA J' 12' 12. WA 12- NIA 1. IZ" 12- WA 12• WA P. 12- 12- WA 12' NIA g• 11- 1Z• WA f2- I NIA 5• 12' 12' WA 12' NIA WA _ 12" WA 12" NIA WA WA NIA Lrw. vwn ZI Lrnma pm to SLM, 1D T 4sM TV cohl-lb C IT, U451W WA 12' WA d' 12• 12• WA f2" NIA B' 12- 12' WA 12' NIA d' 12- !2- WA 11' NIA d" I2- 12- WA 1z" NIA 4' 11' P. NIA NIA WA r2 WA WA 1 r2- ¢cD [REfC-11E2' A( yK£/EF1FL ro m,>'%rc ro lttTpvn- ro roB�L'lE r2' NIA Iz' f2• Iz' r2• 12' WA T2• T2- f2' 12' 12• WA 12- i2- 12, 12- 12- WA f2' 12' 12. 12• 1T' WA 12' 12. To' 12- ..1T. WA 12• 12• WA 12- 12. WA 12. WA WA 12• Y41➢(W AM1LiKYb' SFi1fY1G i1M E 0. . J 1 LLro Tlx a�tr-tus .ss x�eitLuven cavcrf¢L- IDiRsaw, m crnasrc ro r2' WA 12' 12• I2' -- •• �,,, ,s.Km-IcI m ,,, I to ct NIA 12' WA Tz. t2' 72• to, !1' WA 12. WA r2" T2• 12' 12' . TI' WA r2. WA !1' 12' 12, To, 12' NIA 12- WA r2• t2• 12' 10' 12' WA T2' NIA 77' 7" 12- 5' 72" NIA 12- WA 12' NIA 12" WA 7T' WA TZ' WA If- 12, 12' 6' !2 I®� lD' A•ftC ID m tsaavrr Ntb+Dm nwa LEWN v f+U WA 1 (nw) IY { (6CttlplQ WA 2 (ram) 71' 2 (ootrw WA 12• 3 (BOnmo NIA 4 (ra') =D' IV 7--V TZ' 4 (Batrm WA 5 (rap) r 9 (Borrol7j WA WA 1 6 (807NN) WA 17 60p12101710-19 I2- d num.;-") ... A`ITVA E TO Mot; rARFIpc .. .. G X-w •sm� E E //4tly( pma D Mom To ILmA , a` VEX, Lam L- (ft) 12, WA r Oa°) 12• rz- { (5pmuA 12' WA 2 (70P) 12' t2- 2 (BOUW) 12• WA J 0-0p) - .I rY J par7mv 12- WA 12' 12' { (8mm) ' . 12- I(IA 5 (rpp) 12- 7' ...5 (B07r01i) t2' WA _ 6 ODp) WA - 7 12' 12' rowan ixslLxtc LDtaEfE ro t{t5>r [�m.n� � � lfN:df i(Rj !T' WA I crop) 12' 11, f (Borrm) 120 MIA 2 (top) 12, 11, 2 (Bor[W) TT' NIA J (top) 12' !i' S (Bo7rplr) rz• WA 4 clop) 7_6. N 6=6' 12• IT, 4 (Borrw) T2' WA 5 crop) r1" 6• 5 (Bor7p4) 12' NIA 6 Doff ` IT' P/I .- MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DlSTAN( FOR E O. LESS TTL4N 3 1/2" REDUCE ANCHOR SPACING BY MULTTRE)ING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FAC70RS- D FOR FORTHIS OPERA77ONt To n. E. POSIBLC LREDU SPACING OBTA/ USING FACTNED TOR SH4LL NOT BE LESS 7H4N MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. re x nu i Z� rA ss4/ GALA-111 RED HD.. SLEEVE ANELMA7ES 1.00 7T 50' T. 2.50 ANCHOR_ ND ANCHORS ANCHOR TYPE MIN. SPACING CRDIE FLD( SS¢ " CALK —IN 3/8. � RED HD, ' DYNABOLT- SLEEVE 3.0" 2.5 'SEE NOTES ON SHEETS 8 X 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO }MOOD FRAME BUILDINGS .... - I• �+ TFz APPROVEDAS COMPLYING WM77iE SOUR( FLORIDA BUILDING CODE DATE BY PRODUCTC ROL DIVISION BUILDING CODc COMPLIANCE OFFICE ~ACCEPTANCE NO. 0 MAMI DADE COUNTY 24 CAGE CALIMIZED BERTHA As SWft STEEL STORM PANELS SC4X A4t� L�S1i [T.1[ ( fj R' o-+.4 of TNtM6 BED to siQyE ro REIE ro mgsq{py M cohtRm n UM f2' WA i2" N/A 12' to, f2" tz' 12 WA 12" N/A 12" to" r2' f2' 12. WA Tz• WA 1T" to, 12' 12' >6.0. -76.0 Y2 WA !2" WA 12' to, 12' f2' 12' WA 12' MIA 11' 7- 7Z' IT' 12 WA 12' N/A 12' WA t2' MIA 12- '.WA 12" WA WA WA WA WA .. r-aqux ---- . ire raer�x N (�9 xr xvWw Ixo IO aEs 10 m r TO cowcm ro u 12. WA T2' )VIA 12' Y 12' !1• 12• WA 12' WA T2' Y 12" rz' - 12" WA 72' N/A 12' Y 12' 12. ;6.0 -70.o' 12• WA 11 WA 12. 7' 12' rr 12' WA f2 N/q 12' 4" 12" 9' 12' WA 12 WA 10' _ _ WA 12' N/A 2" WA 12' - WA WA WA WA N/A d N/A1pm4c .9MCNc FA4 E a- J I/z' .• �E-rt[x ar w•t'puf f Fvxawv ro ttnexrE ro ucsmm• ro cvnv�s ro rusav 1Z" WA 72' NIA i2' 12' f2' tz' 12' N/A 12' N/R 11" T2- 12' 12. 12• WA 12' WA 12' T2' 12' 12' 12' WA f2' N/A . 12' 12" 12. 12' 12. WA tz• N/A 72' rz• Tz" e- 1Z' WA 12' N/A 12' WA 12" N/A 12 WA r2• WA WA WA 12' u' /1+nTrtnr Axoraps snacxc rwT e n � .T r/z- » aw ma ' Mar4ux M4 "qJ; lQE TA1ELATVE > CMCME ro &LS Y 7M lE 7o YLW' T2' WA r2' WA 12• 12' r2' to, IV WA .12' WA 72• 12• r2' 12' 12" 12' 1Z' 12_ iz WA 11' WA 12' WA 6� WA WA WA 12' 12' iz- f2' IT" 12' 12. !ram 12' 70 WA to, WA to, WA 6' WA WA 6' ><vE rwmyE7E nrs - n ro �, to mvc 72' 1(/A Tz' 12' 12' 12" 12- WA 72' 12" T2 12' r2' I(/A rz' 12" 12• 12• rz' WA t2" 12. 12• 72• 12- WA yZ' 12- B• 72• 12' WA 72' 12' WA 12' WA 12" 12_ r2' 12" to awamr to A . 12' WA 12" B' 12' IVA 12- 10' 12- WA fz' 6• rz' WA 12' 6• 1W N/A 12' 4' 12., WA -12' . _WA 12' WA 12" 6' 12' =2 rz" 12" 72' 12• 12' 12 f2' 12, t2' 71' 's_ r2' A91JC E to arrr-x � / c FMM nvr rouaxrlr,. tAaB v lnJ 7E m rrcm'rRr � rrc�r WA 1 (70p) 1Z" 1 (BOTit1A(j . WA 2 M)P) 12• 2 (BOTMO WA 3 (To") 1z' 3 (BW7pf WA 4 (TOP) 6 -U' OR LESS 12- 4 (ocTrw, WA 5 (TOP) to- 5 (BOTIMO . WA 6 (w) WA 6 (BOTTOM) WA 7 (0p/607704 ' lz• 6 (roP/sow) -x OFF: KtRYBit' [IF ]r/Q WA 7 (Top) TV- t (B071W1T N/A z (top) WA 3 (Top) .to- 3.(Bormgt WA 4 (Top) 7Y-6• TO BC-6 to- 4 (BO17Oy/) . N/A 5 (TOP) 6' 5 (BOrw . WA: _ 6 YBoTrpy .-_.. WA 7 (TOp/sormf) 'A44XIG1UM ANCHOR SPACINGS ARE YAUD FOR 3 i/2' EDGE D1STA/yl FOR E. D. LESS THAN 3 i12 , REDUCE ANCHOR SPACING BY MUL7IPL1/NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING. FACTORS (NOTE ; MIE. n. D. FOR CALK-1Ar AAL'HORS IS 2 i/2' USING FOR THIS OPEIZAT70N TO BE POSIBL� REDUCFL SR SMLL NOT BE LESSPACING TA® INDICATED FOR OBTAINED EACH ANCHOR TIPc l� UmCNGAT THW llS� FACTOR ACTUAL J01. TAPCON/.PANELmATES4 CALK —IN RID HD. SLEEVE3".86 .752 1/27.00.7f' .502'aD 1.00 77 ,. ANCHORS— ANCHORS ANCHOR E MiN. SPACING E. D. = EDCE DISTANCE TAPCON/PANELUATES/ CRETE FLEX SS4 3.0' CALK —IN. - 2.5' . 3/8-10 RED. HD. _._.- -... 4.5" .. DY/JABOLT SLEEVE ` ..- `SEE NOTES ON SHEETS 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTNIA77ONS INTO WOOD FRAME BUILDINGS. APPROVED AS COMPLYING WiTHTHE SOUTH FLORIDA BUILDING CODE DATE Io O -J l j . BY PRODUCT C ROL DMSION BUILDING CODE COMPLIANCE OFFICE .r ACCEPTANCE NO.0b -091 q • 1 f7 1~ DADS COUNTY 24 GAGE GALYAAIIZED BEP,7h A As sNo m STEEL. STORM PANELS ��•,� rFF&& LF .�r el, r3.11O (rOTK MOM) I 17.000- (rF)TCINC KX)M) D.I 19' (TOTAL mo") f-6.000- (EFFLc7Bf MOTH) 1 r �i.i7Y1—r.JLtY� IPP�� I KVNnR7N / �, .050- 8 L AVNpICW Z 175- � 01 , PANEL so�I.c;J/! - ,• ® HALF PANEL — 2. 170' J. WO- U.�. 1.470" �.f1S yx 5 N h R 12J- R25tr ry h R150" R. 125' + R.7W" n „ N b RIZ5 1. '74p. $ ^' 1v .075' n 02S- -1.150- —2.J9I" 2.zW--11 NLC R- O IV HEADER 3Q 3" MOx. ^U"' BUILD OUT J : J/C _ I• r r AvxT7oRs (sEE scrLEwtq 1 A4F. STORM PANEL TYPICAL ELEVATION xL] R 12.5- 1 I1 GENERA- N07ES: r• Or � SOUP N Fla," c)c morGib%]V+CC YRI/ 7NE 0`OC C,,W. "" LiXAX,t CESA3a l o IONS SI Be LYTr7 m AS PCR SGGTA]v 6 L ASCC 7-Ad. MW 110 Duc Wm P.M. S ORW PA'IaS AXC CT AR , ACT VO FATrWE RCS6TAACC 1j BQN I� Ir f.AB Sa7rCI `JSJ 15 & �14 RCWCMnr CY- T)g Aqy{ uE no,,I6D Ltd As µep ,,C }., I 2 KL KfAMVVIA _ iU WrrA A"" S S. MW J I-Ml] A r Q . 4-IUI AlIOY. �LaaCSSC 1 N1 ML w CY u="S A,1 BC 6 -T6 K or UKLSs OTfCR1rtSC AVILD. h A- AU S1 E*S TO DE SrHMC55 Ea JO# CR J16 SMES. ^' S DOLTS 70 BE ZOII-Ti ALLWDN7T ALLOT. G UV42"LD OR 5TNMLXS S7ETL MRL J6 fa' A0y71.y G N.C/A70 TO HALL SHNL BE vc IOLLCMS: (UhtLSS 001CRx15'C /.ORD) (N ro ammo POURLD cvnu'cr[ - 1/4' • TA -CON .V.CJXITS AS NAM.FKIVRFD Br GT.x RAUS'CT C Elm hv(uiRXM ,/! . LY TM -CA^ Ah4KWs (BCRRM STVO ). AS ,IVAlACT W By T"_rA Ll]4AVRATAYI. - 1/4• / R L Zw INLI{ AAbA?29 AS "~AMWCD 8r 11iC 2)M A[LG CLY.PAYr, AA;,. I/! / .)/( RAM fAGK-W AWIpPS LYI am "` M A fr - -PM" LWrr AS N4vI.fKNRCO Br TNC AWL KLG gJvP.tRY AN0 [i co R+OVSTRX$ RESPcrrnur. NOTC$: AI) LLgp/LY! MO POLAt 0 CIJ CTC tF TAq'bV AIC+ ,S a 1 Jp; IG4 RAMt lAUAC J/d; nro PW{rJNn:y LS 1 7/6, A/� fW r TA^-CAy ANDA"S IS 1 1/4 A]) ^7U/d NAn/�W�f N p{ VN ar ELOCDLCD MD 7K Po ,m Lb1G W. r/:.-70 SYFCITS USED U BC PCRMTTW SNS EtE I I/Y LOAC 1NrLI,xI FgLtD STKCO SST, ANO f- 114 P !CR VAT}' MTH //0 U 8C m. AJ) C>7mhG 1C+[L S>pv[ PR(TASr CGMGRCTE PANnS. 0 PAPM Orr MO OY 1HC EMM7MEBD-D � PM*a A -S 1pS S7i4(1 BC GCMG EMJLCII IVRLWi 7hC.uuN i7_CM]4 X SftVL BC AS NO'CAlm on AOja AI) A AJf. (B) TO a7STWG Cay0b 7[ B OLX HALL - R 175- _ 1/i" • /ArCN, A%OcRs AS ,AAKrM`Zm Br Lr K. RANSET OR CLW M01rSWQ �R Tzi" - r/! • Or rMiJd^ AM]�1'(S (8L STVO-m"). AS MvtlACTuem By IdV-IAlT'GY?4Po(NIXXJ. 1 C RNL LU 7LC[lE AACJA'Ry' AS AWJIA'ACnQrD By NE RAn PCLK ^ r/ (' l r 7 LVL�VLY, A.0 - �— UF 6C "n W GO NO 12M POZIRFS. E W moN : !wool. 'PK6J,WTt" AS ALNA,fi1C71,Wm ResPLcrnur. b Oc �- NOTES: d 11 wMWW El'OCW.SNr Cr TA -CO,, MCJC,g RAM. LA RIC I�F--11J0- nAl R OPP- WTO T7Lr CON(JL it ga.x Lldr SHALL BE I r/!, n am7fW'JYtlEs AfD Cr rM- {I�1 2J91- SD00-wjj 8)) � A E 80n j7 BC ("O LH�.YYD H7D IhY COKiSTC MOCKUy-G I/! /-70 SrRL}5 BSED SH1[L r 7VdfTlC0. NId.{.TA, rCYP cKES MW S BCN, 1%Y LLMG xWAXIN SMOC(D SILRO.(X6T, .C/i0 i- flJ) W CASE 77NT PIRTAS! STOW OR PRECAST CYY.CiiErC AVk BC FO" CW DL a7ST.RC 4 "U" HEADER I swL Be Loc oav ro AE<N r "H SMtt7Lwc.Mo Sc 50 3" ANGLE BUILD OUT BRACKET "" "� F U DC AS MCrAFED ON W7FS N aI) d a.) ASME JGaE: ]/C = r SGIt: J/r _ r (CJOF 7W �V RxmlrmG Kt or THB Recuvvr rxn Nan sFecslCwTxxs L 9 (S+A27 7 It J P r. KSO BE A6/Alfm IiORRCNTA r 1NRV lrr FOUOMNG WSTAUA710W DETMS 9MN AON SCCrX)NS LA' e) [aGEPr TINT )CAOCRS X J d ♦ WWL M7 BE USA .JpT I- e. /T SIi4L 0.r TN[ RESfi]'Q7B[RY Or rNC m,,,ACM, TD AYFRRr RK sCfAJO.liSS PC PC sTRI.CrLRc .19(r I{I>- rapRC sMIITCR 6 ro LLr rrAOKB ro Yf544c PBM Noc`lc Lr TWS sNUrILF y LL O Lr BC .J7i b t.5, A7TACHO 7o CaCRCTE DLOCX OR h000 !RAGE BUWWCS. -I oa a ^ 9. SM717ER MV"ACWR'T"S LA&" FALL DC PLACID AT BOnVW OF FAO! PAML;i Mr� LABO. SNKL RCAB AS l UL ,, v ;_T u DUY CCA RRWOCT CDWAOL APPROY .,cv .o9s LKccc L Apw h Te Qj PRODUCT RENEWED © "F" TRACK 07 REVERSED "F" ANGLE TRACK II .fir r f p S S. STW AWTED JC SHOE 750 -. o SPACT" S7TDDH OIL SECIXIILS: Llzr II LLrTAx r � 09 STUDDED ?ANGLE dCtlJ-TJ 13+, Ar .DLJ' � 11! RZW DC r-125' T_F� .ISO" _ 1 R r1s z00,r—� � �CEFFANCE No C)O= /l ® "f TRA_ CAE TION DATE O O % 20037 APPP.07ED AS COMPLYMG YI'711 THE ]cur. J/tr r-I�-11S gy �. SOunl FLORIDA ODiLO;Nf. C(olF -L- PR CONTROL DIVISION oB •, 9 5 BITII�MG CODE COMPLIANCE OFFICE BY Pn EIOBCi COi'iT ,vL D . Li Ouft D;f:G CODE CIINIPi .,i.r:E ufTICF, _L ACCEPTANCE NO.9_p -0 1 ® 2" x 5" (MOX.) x . 125" ANGLE sccr: J/C _ r DADE COUNTY DETAIL l: stuo wl NTNc Nur I 0.050" BERTHA STORM PANEL I AS S!"'"" SGCLL IL E INC. EASTERN METAL SUPPLY, INC (\//�i��� (///��\ TRLJ7 TLY77/fC h ElTOIVlLFRLNO COYPA J6W IJ.2 A... SV(/W 11-W61-J2I7 �I 7/7/DB DATE SECT IOU A -A 98^14 „^172 CONCRETE.INCIIORS �. fsCC SCHECULE) POURED \ CONCRETE \ REOU/RED o \ I r—(SEE SCHEDUL£)- FOR MINIMUM SEPARATION -r To CLASS OF WINDOW OR S. G. 0. POURED J V CONCRETE OR CONCRETESLOCKWALl IL REDUIRD EOU/ED ' CONCRETE.ARCHORS (SEE SCHEDULE) B POURED J CONCRETE OR CONCRETE BLOCK WALL REOUIRED CC&CRE7C ANCHORS (SCL SCHCDKC) POURED CONCRETE REOUIRED b \ � '7 2 Cwt. ��Y J Cant S£CDON 0 ANCHOR w 2 w i E I' —(SE£ SCHEDULE)- . FOR MINMUM SEPARADON -S- To CLASS OF W7NLOW OR S C A 1/4" 0-20 r J/{ BOLTS W/ 7/lT r 3/32- W7NC NUT o 72- O. C. Li POURED JV CONCRETE OR CONCRETE BLOCK WALL. REOUIREO C.L —I COYCRCTC ANCHORS (SCC SCHCDULE) POURED CONCRETE I7£OV1RC0 � p Q W x _ LA 0 1 d POURED J V CONCRETE OR CC BLOCK WALL WALL 1 l Cont. R£ourRED CONCRETE ANCHORS / (SEE SCHEDULE) S WALL MOUNTING INSTALLATION SECTION 2 SUS: JIB- = I- W f N 1 4' A-20 + ,ft, fir Y/W WNC NUT D IYQ C. w bx o x hZ SECTION B STUD WALL MOUNTING INSTALLATION SECTION I .SCALE : 3/,9 = N2j : DEAN(. OF SEC770H 0 S11/0 VAUD ALSO FOR WALL MOUNTING INSTALLATION - SECTON 2 (TOP) E A - EDGE D(S7AHC£ (SEE SCHEOULC ON SHEETS 5 t 6 OF 6) 0 r--(SEE SCHED 2— FOR Min. SEPARSTXRT S' TO GLASS OF WNDOW OR S C (//{ i-20 r J/i- ✓70CTS W 07/R' r 12- D. C. — 0 Cmt CONCRETE ANCHORS A(SEC Ir BUILD OUT INSTALLATION SECTION 3 SCALE; J/B" - I- NOTE FOR COM&TUT70N OF SEC770WS WA(T,/TLOOWCETUNG MOUNNNC S£C770hS C4N BE COMBINED IN ANY WAY TO SUIT ANY INSIALLA77ON. ConL CONCRETE A/.CHORS (SCC SCHEDULE) PONCRC TE RC CRED COU/REO � o W V G I d H V Ar,RE OR CONCRETE BLOCK WALL 1 RECURRED ' CONCRETE AhCNOR1 (SEE SCNEDV(E) I Con?. t--(SEE SCRMULE)— FOR L6n. SEPARAT70N S TO CLASS OF WINDOW OR S f C �{��-20xJ 7/JJ2- MW NG7/B T 0 I 12' O. G 1" Min. 7/{-20 M. S v> W/ NUT o 12- O. C. 1 o Cont. BUILD OUT INSTALLATION SECTION 4 PRODUCT RENEWED ACCEPTANCE Nn 00 —o 6 O Z- U EXPIRATION DATE C $ O Z,00 Br PROD C6,Y OLDIVTSION BUILDING CODE COMPIJANCE OFFICE fLIE CO JT TL4TANC A DOGt IRYIG COY, Hr. xo. st sa rL7. lecsw uaoo¢ n. 7�..: (wsyen-Isv . rm : (xapn-ly SCALE : J/B" - I - APPROVED AS COMPLYING 1.6711 TIIE SOUTH FLORIDA BUILDING CODE BY PRODUCT CONE OIVS'ON BUILDING CODE((��CQOMPUANNCL Offl E ACCEPTAFrf NOq V=OE)Lq- 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC DADE COUNTY AS slrowN SfJLC 7/7/DB OATC 9B — 172 DRAWlun u CUT'PAN[( 2- x 4- J105-H14 OR 606J-76 AUOY Cont. Num. ANGLE — CASE A (Plan SCALE.1/4- = I - 0OURED C,WCRETE Y Y COACRETF BLOCK HULL VAT6ES 53 N RCOUIRFD \ 1bx. 6 POURED CONCRETEOR I 9 CONCRETE BLOCK WALL Rf0(NRED _ 1" 1Tin. CONCRETE ANCHORS D IY O. C. IppI W 90- t C iC 135' OR OR 2" 17ax. \ i OR O OR O OR OR 1/f d Bar 4- x 4' x .072- 0 2f O. C. 3I03—H14 OR 6063—TS ALLOY W/,mcmUT ConL Num. ANGLE 2- x .r r .O9J- J 105 H-14 OR 606J-76 ALLOY ConL NumANGLE NC WITH AT40RS o f2' 0. C. 1/4' CASE D (Plan) SCALE., 114- = I - CASE R (Plan) SCALE:• 1/4- = I - END CLOSURES DETAILS POURED CONCRETE OR CO\CRf7F SLOCx WNL REOLAREO L-1.SQ7 0 T,- 0. r- --M5 e rrO.c� „ 1" x 1" :.055- TO - Y x 5- x .055- Cont. Num. ANCL£ OR .060- J105—HI54 SN ET 41ETAC Akm BENT PLATE ALTERNATE LEG LOCATION CASE C (Plan) SCALE.. 1/4- = I- MAXIMUM DESIGN PRESSURE RATING "W ' (p. S. f) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE MA.YTMUM DESIGN .Nox. PANEL LD.GTH APPLCABLE TO PRESSURE RADHc L (LL) -Wk4VW SLPAR4770W SECTIONS / & W (P.'r.) (SEE SECTIONS) TO CLASS ANr C012BRATKIH OF TWAT k +65.0, -77.0 B'-tT- OR EESS - Z 1/4- 1 TNRU 8 +65.0, -77.0 >6•-O•' TO 9'-0- 3 1 V16-" 1 IHRU 8 POURED CONCRETE +62.0, -7J.3 >9'-0- TO !0'-0' CONCRED BLOCK NULL `T 718- 2, 6, 7 & 6 EOU ROUIREb PRODUCT RENEWED APPROVED AS WVPL1•I?% Iv;Tlt TIIE _ ACCEPTANCE Nm n0— O 6 O Z - O SOUTH FL RADA UU!LOING CODE p -�6 o DAT EXPI ATION DATE. 08 O DY BY FRDDIICT CLIi; IiOI ON;S L1;1 PRO CON-fROLDIY7SION OUiLD;NC CIDL C0iC°L6F.CE WfICE Ell DING CODE COMPLIANCE OFFICE ACf.(;1S:fCLr;D.98_DSIT_l� ' CADE COUNTY I 0.050" BERTHA STORM PANEL AS SHOWN SCALE 7/7198 EASTERN METAL SUPPLY, INC D4TI omzz\ CLWPAHY JdW 2. d. A,u: r,s, nacw u�¢ xnanr, 9B - 172 rw,.: lxsAel,_,11u . r..: lAm n. r ,u hIA_A7hfUbl DESIGN PRESSLIRE RATING "I r. (p_S.I.) AND CORRESPONDING MArJVUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES E. D. = EDGE OLSTANCE MAXIMUM DESIGN LOAD W (ps.L) • +55.O, -65.0 TAPCONS TO CONCRETE 8 12 72' 12- 12 12- 12" 12- 12- 70 MASONRY N/A B- N/A 8- N/A 8' N/A 8' N/A 8" 7.uuG TO CONCRETE 4' 12- 12' 72" 12" 12- 12" 12' 12" 72" MAXWUM ANCHORS NNUN TO N.LSQYRY N/A 10" N/A 10 N/A 10" A N / 10" N/A 10- SPACING JL4M'L TO CQNLRETF &- 12" 12" 12- 12" 12 12 " 12' 12" 12- FOR E. 0. CAUL-W TO JJ.45QYR)' N/A 12- N/A 12 N/A 17, N/A 12 N/A .12" - J I/T CF TAP JD CLWCRETE 5" 12- 72- 12 12- 12 12" 12" 72- 12-' APPLICABLE TO SECTIONS j d: ANY C THE)J� ALLT/MUM PANEL LENGTH L' (IL) -GRIP TO MASONRY P, jyA7� TO CONCRETE TO ALASONRYOF N/A 8' N/A 8" NIA 8" N/A 6' N/A J 1/2- 11" IT- ]1 N/A 11" N/A . 17' 1 (TOP) 1 (BOTTOAT) 2 (TOP) 2 (BOTTOM) 9'-0" OR LE55 . 11" _ J! N/A 11" 3 (TOP) _. J (807TOM) 11" N/A 4 (TOP) 11" W 4 (BOTTOM) 11" N/A 5 (TOP) 5 (80T7O41) 11 1/2" 10- H/A N/A N/A N/A 7 1/2" 6 7/2 N/A N/A N/A N/A 12" 10 1/2" 12' N/A N/A 12, 8 1/2- 7- 12 N/A N/A 6" N/A 6 (TOP/.80TTOM) 5" 'N/A 6" 7 (TOP/80TTOM) 8 (TOP/BOTTOM) +55.0, -65.06- 6" N/A6 6 N/A 6- N/A 6- N/A 2 (TOP) 9'-0" TOTO'-0"6- 6_6' 6"6 6" 6' 2 (BOTTON) Lai INIA N/A 6' N A 5 T r/ / N/A 6 (TOP/BOTTOM) N/A 6• N A / 4 1 2 / N A / 7(TOP/BOTTOM) 6_ 6 6� 6" 6" 8 (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS TIDE & SPACING FOR INSTALLATIONS JNTO IYDOO fRAM£ BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2' EDGE DISTANCE FOR E. D. LESS THAN J 1/2", REDUCE ANCHOR SPACJNG BY MUL77PLY/NG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Alin. E_ 0. FOR RAWL CALK -IN ANCHORS, & ELCO PANELMAT£ 15 1 1/Z"). FACTOR M4jN7 E5 RAM GGK-!N Cr TAP -MP .75 1.00 .50 .80 2"". - - PRODUCT RENEWED ACCEPTANCE Na OO-O C) OZ.- O(y EXPIRATION DATE 08 07 2--of PRODMT CO' TP,OL DI17S10N BUILDING CODE COMPLIANCE O-nCE ZIVTF�� & MCH COMPANY b)J H! hY JL M^ ]I). KLYµ (M,OS f; LIED we,.: iJosJe>I-ISJO r..: rJo�a>I _I<�. APFG09LD AS COTAPLYINC 1-11111 TIIE SOUTII EL RIDA DUILDIPG f,ODF. DATE.. PRODUCT f.OG'ITi DIYfST'U,1/ =L��1� E/U.; p fi CUi7E COM'VUANCE UTF4CE 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC J 100 2a� Ms. S w *ORN /1 J Y-J2I7 DADE COUNTY' As s.KnrN suu 7/7/De OAR 98 — 172 J.WWUM DESIGN PRESSURE RATING "W' (P.S.f) AND CORRESPONDING MAAIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES E. 0. = EDGE DISTANCE MAXIMUM DfSIGN LOAD W (P,s,/,J "4 "4 ANCHORS SPACRJC fDR E.-0. - J I/Y •• APPLICABLE TO SECTONS / k .wY� THEIA�// MAXIMUM PANL _ LEnGiH L� (it) TAPLONS TO CONCRETE MASONRY . RAM Z C "LW TO CONCRETE TO MASONRY RAri'L ULX-P! TO coN ETf TO MASLI"IRY Cr TAP -GRIP TO CONCRETE TO MASONRY PANE£iGi7E5 TO CONCRETE TO M4.SbWRY 6 N/A J N/A 6" N/A J 1/2 N/A 2 1/2 N/A 1 (TOP) ' I2,-. T 11' B" 12" 10" 12" 6 1/2 9 1/7" 9 1/2 1 (BOTTOM) 12 N/A 71" N/A 77" N/A 12 N/A 9 1/2- N/A 2 (TOP) 72" 7" 77" 8" 11- 10 11- 6 1/2" 9 7/2" 9 1/1" 2 (BOTTOM) 12' N/A 17" N/A 12' N/A 12 N/A 9 1/2 N/A 3 (TOP) 12 7" J1" 8" 12" 10" 12" 6 1/2" 9 7/2" 9 7/2" J (BOTTOM) +65.0, —77.0 12" N/A 11" N/A 12" N/A 72" N/A 9 1/2 N/A 4 (TOP) 9'-0� OR LESS 12" 7" 11" B" 12" 10" 12" 6 1/2- 9 1/2 9 1/2- 4 (BOTTOM) . 12 N/A 11 N/A 12" N/A 12" N/A 9 1/Z" N/A 5 (TOP) 12" 5 //2" 9 1/1- 6-1/2" 72" 8" 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" IVIA / 6 (!OP/BOTTOM) 8 7/2- N/A N/A N/A 5 1/2 N/A N/A N/A 8 1/2" 11" N/A 6" 6' 12- N/A 6" 4 1/2" 6" N/A 6" 7 (TOP/BOTTOM) 8 (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" 2 (BOTTON) +6Z.0, —73.3 6" N/A 6 N/A 6" N/A 6" N/A 5 MIA / 6 (TOP/BOTTOM) 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 NIA 6' 6" 6' 6^ 6' 6' 8 (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS IYPE do SPACING FOR 1NSTALLAnONS INYO N90D FRAME BUILDIAcs. '^` $ MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2" EDGE OISTANCE. FOR E. D. LESS THAN J 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOY/N ON SCHEDULE BY THE FOLLOMNG FACTORS. (Min. E 0. FOR RAWL CALK -IN ANCHORS R ELCO PANE(MATE IS 2 1/1'). ACTUAL E. D. FACTOR TAPCON/7AWC MUNI PANEI1 TES RAM "X-IN Cr TA --GRIP .75 1.00 2 1/1' .71 .50 .80 2 .50 PRODUCT RENEWED ACCEPTANCE N.. 00�F, E)CPETTATION DATE O O 7 Z, o Co.? BY PRO TC N7ROL DIV15107J BULWING CODE COMPLIANCE OFF,CE APMOVED AS COMPLYING Mill THE SOUTII FLTIDA BUILDING CODE DRTC-OG 06p�_ O qdg Pf1000CT CONIfW ON BUILDING CODE N f IC7 ACCEPTANCE NG.gB.7-Q , 7_E � DADE COUNTY 0.050" BERTHA STORM PANEL AS v+owN S"Lr 717/DB EASTERN METAL SUPPLY, INC DATE