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R ~ MAXIMUM A S D DESIGN PRESSURE RATING (n s f) AM CORPRSPONDINC M4 x KUM a nrrun>a ,SPACING SCHED= ONLY FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUC17IRt's KtFIWN NAFiRAI AN'YISTS SPAl9.0 fM E A�]I/2"• S(C1.GK//t/ PAYa AS0.Of SAT' LfV.MAI AY_MWS SPAb'4T lM L D.-]1/Ia .I�PLG WE ro AF 0lJGY PRL35lC.E TA^CA16 OR mDE Lk• SRC!SfT PA.VLWIILS INSERT Ialf PAYOYIRS ANY CD/rBx— `VVIN l•(N) P&,S AC rA4LW5 M l TM SR ID SEr PM@ m L RR) .r Pw144 m SCiA?`6/A 4lOW'N PAvft P.IaAC(PaMJ ro Da1YALTF ro max m C0.vCRLTE rD mIR]. ro[avwErf ro a= m CR.CRfTE IO a= OF II" KITING(P.aI) AVY GU✓&IMmv IE/.CM 1'(Ie.J mm—arl ro m6u ro nxlcenE m moo ro anafrr ro mDrx To m+rsaE ro sour a MEIN 6• 6 - - - - - - 1(TOP) 6• 6• - - - - - - 1(Top) 6' 6• _ _ _ _ _ _ 1(Bonam) 6• 6' _ _ _ _ _ _ 1(BoTTON) 6• 6" _ _ _ _ _ _ 2(TOP) 6• 6" _ _ _ _ 2(70P) {]5.0, JS.o _ _ _ _ !• _ _ _ 2(BOTTOM) OR >!UP TOJSDOR _ _ _ _ _ _ _ 2(BOTTOM) aR LESS _ _ 6• 6• _ _ _ _ J(TOP) CE55 {60.0,-60.0 - _ 6. 6 ](TOP) Lf55 - - - - - !(eonoM) 6' B. - - 6• 6- C(TOP) _ _ _ _ _ _ 6• 6' I(TOP) 6• 6' - - - - - - �(BOT70AQ 6" 6' - - - - - - 1(BOTTOM) �� uaawN w�u+aes sPAaw rov c a.]r�>•s .wnuru r0 NwwN rwrL.v,vim rora sPAcwc ene c a.]r//•s Qcn�r wA»�w Paty. 5[GDavS/s LN.QIRAI FAAEl ASa mK>r wyY Lyy6;Iymv Ip a6CRT 1F GM NFRESRI£ rAPLVr6 av mU[W SaLO SiT PAVLi/NRT rL PAnTLNr[S ANY roY¢.T:.IIRN IO1CM 1"(rt.I PRE4VAf rAPCavS m6f TAP =A)SET PANLM NSWr 111r[PMFIIMIIITS '1 m CC rL'FEJE To mOCX m CDmRVT III moor to ow'w to&= WmYJfFOEj To m0rx tr DIEU 1NI1R6(P+L) woo—IX M m0Q' m CMYJTnC W BLoO( m C.I= ro mob[ ro C.A.Im m mPGC GF MFY 6• 6' _ _ _ _ _ _ I(TOP) 6" 6' _ _ _ _ _ _ J(/OP) 6• 6" - - - - - - I(BOTTOM) 6' 6• (BOnoM) 6• 6• _ _ _ - 2(TOP) J5.0,-J5.0 6' 6• _ _ _ _ _ _ 2(TOP) {35.0.-JS0 - _ - {- _ _ - 2(eonoM) > o up To - - _ - 4" - - - 2(6On011) >6'-0' OR - 7.-5. {6ox. -6a0 V05. LESS - - 6' 6' - - - - !(TOP) - - 6• 6' - - - - !(TOP) 6" 6' - - - - - - J(BOTTOM) 6' 6' - - - - - - J(BOTTOM) 6• 6' 4(TOP) _ _ - _ _ _ 6" 6" 4(TOP1 4(BOTTOM) 6' 6' - - - - - - 4(BOTTOM) •MAXIMUM ANCHOR SPACWGS ARE VAUD FOR J 112'EDGE DISTANCE(EXCEPT FOR PANELMATE INSERTS WHERE ED.-4 IA-)FOR E.D.LESS THAN J 1/1;REDUCE ANCHOR SPACING 6Y AIUL77PLWNC SPACING SHORN ON SCHEDULE BY THE FOLLOWING FACTORS.(NOTE,A0.E.D. ANCHORS LEGEND FOR SOLID SET ANCHORS IS J7 FOR THIS OPERATION TO BE POS/BLE,REDUCED SPAGNG OBTAINED USING FACTOR SHALL NOT BE LESS rmN MINIMUM SPACING IND/GTET1 FOR EACH MAP. ANCHOR TYPE AT ANCHORS LEGEND. ANCHOR TYPE ANCHOR SPACING FACTOR TAPCON,BLUE TAP OR M4LE PANELMATE SO- ACTLKL E D. TAN"OA(BLUE W.MALE PANEIMIMTE PANELU47EINSERTS SW0-SET PANELM ATE INSERTS 4 D• E. D. EDGE DISTANCE= 4 1/2• I.00 J.00 1.o0 SOUD-SET 3.5- J• .66 - .76 2 112 .71 1L FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 021117 TarEco,INC. CLEAR BERTHA STORM PANEL DAAWN BY.. / •. 2,00'DEEP L.C. •J�l ` 071251 7 STA fE 0 :'��+ L [ EASTERN METAL SUPPLY, INC DATE �M 17LUT TESTING A ENGINEERING COMPANY 4266 WEST ROADS ORNE -!t,Es.,_•..•.....,. G�,• au],rc.mm sa.smw.T.ww.r r..'roa.n]na WEST PALM SUCH,n.JJ407 17-088 vm-..: nut' tcom o DRAW/NG No • P.E. S;E44�I I T�R;&TE WALTER.0005719 Lk Luff".P.E. SHEET 6 OF 6 fLORIDA Cic. HI67