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<br />1 1 - 1. I- - - ____ __ - 0) CL 0 L_
<br />INST-ALINAIML DETAILS EQR SERIES 2990 A 1QQO E-Z HANG SIgRM PANEL GENERIAL N9= . C M -0 0
<br />� INTO EXISTIN-0 JOOq $TEUCIURES (C) JOL�'tN,2&g-%&U-WX-VlquLlawlu_,_-_-Q-%Ijai�'. '& -4- Q) (35
<br />__ ��ll��M�t��B=NWM"T (PEC,) HAS BEEN VERIFIED FOR CONPU010E IN ACCORCIANCE 1/--# TAI ANCHORS, ASS l,MNJUF*CMl%FEO BY iJ,W SUFLOIDIL We
<br />;� � " , I I OWNS COOR, 1141S STORM PANEL SRALI� NOT BE INSIAI LEG AT 141CH If -10 PAWLIANM FEMALE 10 AND PANIELMATIE PLUS ANCHORS. AS MANUFACTURED ET E MC CONSTRUCTION MDUCIS, 0 -I..- U) .-
<br />MAXIMUbt AS& DESIQN PRMSURE RATING (RAJ.) &M ,� ., - - I ,'I �/4'1 Liz SCREWS 0 6 I 1 WITH THE 2020 (71; EDITION) OF TIRE FLORIDA 8 - = -
<br />1 � - _,_ �, � ,/2- ir, "MMO 1, I .,P I h ,;4
<br />- 7 1717- 77 7;, - � _<� 1, " 71 - - =. 2-Ve wow VELOCITY HURRICANE ZONES (MINIM -WE I UREMIARD COUNTIES), - 4�9 LAG SCRICINS PER ILD�s . =3 M CU U)
<br />I--,- _ 11 _�, '.. I , V.-. LAG SORDIIS a tr o,t- N T nm DOE OR mue WIND -Cl 0
<br />-Z HANG STORM PANEL (n , _-� jL i , 'IT I I 4 � i , ON EDGE I Ir W_ Tiff"Him RERvAST4N SPCEO AS REQUIRED BY THE JVRISLACTIO14 WHERE STORM PANEL WILL BE INVALLED, AND 'OR 0, DIRECIRONALITY FACTOR -2
<br />, '/'_0 "; SCRI 40 0. OCL W� " I -TO EXISPRG *1= -EAM F REOU'Rui DESIGN Wt 0 LOADS SIALI, BE DETERMINED AS PER SECTION t6OO OF -HE ABOVE MEN ED C � F A Is
<br />,� L " � �: I A/ - 7/IV# , 5/8' WOW RUSKING. AS O�'S!WeUTED By ALL POINT SCREW. BOLT At SPECIALTY 00
<br />CORRESPONDING MAJOWN PANEL LENGTH 'L* SCHEDULt MAXIMU14 JLS.D, DESIGN ER=RE RATING (D.9.0 AND CORRE5EQhIMM MMIMUM ANC14OR , 1 1/2' Ml, THREADED PEREIAI,MN �� I' ; " (3)
<br />i , I -To IDIS'Pic -OW HEADER. � , d " if ILA, OR 11_� 0 � -0
<br />FOR SERIES I 00OZ2= E �-� I I,. � Al t � TV EY'SDIND w000 HEADER KOOL65, MN43 ASCE 7-16 AND SMALL NO EXCEED THE MAXIMUM CASD) DESIGN PRESSURE PAP40S INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOW OF TAFACON ANCHORS SMALL BE 1 112- AND 2- FOR IFLCO PANELVATE PLUS
<br />SPACING SCHEDULE FOR RUAUABQNS INTIO CONCRETE A GOMM BUM WRUM A � � . ; . ': ____(j) C.�' tt'_ &MLs 1. " . / �i ;;�:" V11 v`v_! , . = 0 - L_
<br />- I �� .1 i 9 LA GNU CFO �, " I �, 1 I , .� , ��_. 3. 9 THRU i2 & t7, i8_ AND PANIELMALE FEFAALE It)
<br />, .. won, IN ORDER TO VERFRY THE ABOVE C�CAVION, ULTIMATE BE" WR40 LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />.�"..%U FOR PANE'- A "TIATIPBS AS PER �ECTIQNS 1��� - � --or-1. ow, S.IIS, '. � ,� - �1 6 , , W1 7 �z 2. ILS a)
<br />IVAUD ONLY MR 8M i� / �1 , L � , � ., , W, in S
<br />� I It, � - - - 0 :_ x . �i 5 � 1, I � � I A, I 'y �11 � , REDUCED TO A SM. DIE%GN PRCSUA5 RATING BY MULTIPLYING THEM BY 011 IN ORDER TO COMPARIE TIM Wf MAX. (As D ) C2) MINIMUM THREADED PENETRATION Of LAG SCREW, INTO THE Wow FRAAAEL UNIT SHALL BE 1 1/2' NO THRICADED C11,30 1 = OL
<br />MAXIMUM ASA MINIMUM SMATION IMvM MIU0MUM ANCHORS SPACING FOR L D. - 3 1/2' - I APPLICABLE 70 i _wl �, \ '. ; , ,__!v:;. LAG SCREWS a a' ax, w/ .1 % �, � r - #1,&Y., SM& DES" PRESSURE RATINGS ANDICATIOD ON SHEETS S; 9 THRU 12 A, 17. It. PENETRATION INTO -- 5- IAE 00 - - 1- - - P-1-1-
<br />MA 2. �
<br />PANEL Alm To A-SION GIN SECTIONS I & ..- - - I I tAm "'READIOU PENCIPATION I Ek END OF 11D IN ORDER TO VERIFY THAT ANCHORS ON IRIS P.E-D, A-S TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN AUDWARLE 9%j =
<br />D'Em ITS To 1 CONDITION PRESSURE I I I PANCLMATE rVIVAC 0 PANCIUMATE PLUS MAXIMUM PARE, 1(711��`- E DETAIL 112- At i"T J - 1 =2143/1- �RIJVS 14� ElING elow .EAGIA, ': § STFUESS FOR WIND LOADS WAS = USED tN THEIR ANALYSIS. FAMNM SPACING TO WOOD RAS SUN DMMMItIED IN C,J) WNFWM EOCE INTrANCE Or LAG SCAEWS� INTO WOOD SHALL BE AS ININCATEO IN THIS DRAWING = .9 ILL -
<br />Y RATING AM OOMSNADON Lv4m -.- (�) .1 WIN 1132- -2 , ACCORDANCE W 2014. C114.111 llll� = .2 m 0 .+- ,.+- Co
<br />.W,O. -75.3 70* OR LESS 2 0/16- BOLTED - - Vt xt T-W. . - I— I '11� �z fli- - - N� 1"Lq!0_ - I ji - or . 0 ay�i X ,_ IM0145. . STINIHNI PANEL'SaH "'I'S'
<br />" ( TO CONCRETE ]'- � I ill CONCRETE Im CONCRETE . � V,
<br />I 2'W & 3'W __2 ,,j.) _I CLOCK ;E I - ; 1 -4/16, Al,i_ POP ANAFT 4 C�t #14.1' &Ms. 1 THE ABOVE MENTION , CODE AS PER AMERICAN S7 . >
<br />------ T_ 12' NIA I 12' 1 10 .4 6MAYNCIll" Or V-1 (D , � � - -I I TEST LAB OF SOUTH FLORIDA REPORTS llna'4.01-0� *YD #0219�W-DFL AS SHOULD STUCCO EXIE1, AND 1� MINIMUM For WALLS WITH NO STUCCO. _� LAJ -0 E
<br />.611.0. -M3 1 70* OR 2 T/e' 4`Vt N/A 12* N/A 12, - L I (TYA) IF 6 CA END or 0 11 Z-99 & ASTM C 3,30-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #11210I-10 AS PER III* . - 0
<br />1 IT" 4 . e 4' V (BOTTOM) I ! � 9 TAS-20 AND TAS-20 PROTOWLS, AM AS PER CALCULATIONS PERFORMED IN "
<br />BOLTED - 4,- S, I NIA V III 2' (TOP) P 5) IN CASE THAT PRCOkSt S"Et UK PACCAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BC FOUND ON THE EXTS71mol= L_ .=
<br />"Es, ", I i� �___ t8E� . . WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 13CHIND SUCH PANEEL& . t ;_5 U) (3)
<br />- BOLTED w/P%:'II20x3/4* S,t Ms. A, NAIGHUff AT OVERLAP & Mile OF pANCL LEN04 - SERIES 20M + _j,ffoveil 1 :__ I I ., ,,A; in"', A 114)RIOA BUILDING CODE ANCHORAGE SIMM L BE AS VENTFOWO IN C 1). C 21 & C.4) - A ......... (J J= 91, - V) CL
<br />MEASURED BOTTOM OF PANEL 1. a, '. S' 61 I 1,�.111 - - __1 r 0 T., -____,__j WOOD i .�5 cc 4j, . -�b
<br />__ WOO +� q 2, ALL ALUMINUM EXTRUSIONS TO BE 60621-IIA A"Y *0 TEi (UNLtS5 OTHERWISE NOTED), SEE SHEET 2 (D) ANCHORS SMALL 13E INSTALLED FOLLOWING ALL OF THE REOPIAMENDATIONS, AND SPETAFICAtION5 OF THE ANCHORS -0 Cm
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<br />12, __T__T__ I _-_ CAUCA NCOU 1 40
<br />___ - - 11 I I 0-
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<br />MIA N/A N/A N/A N/A MIA ' 12 1/2- ". I - � 1 3. AEL ALUMINUM SHEET FACT4 USED At MCLOSURES SHALi- HAVE 3105-11tti ALLOY, ...; F- _ . E- 0 <
<br />G&O, -752 ---- - - 70" OR LESS JGXI.Ir.".11�_ I g ,I. / � 7 1 2" 1 a, DAWLS MAY ALSO BE INSTALLED HORIZONTALLY` FDIUDINING INSTALLATION DETAILS SHOWN 0 SECTON I THPOWGM o 1 711ETS 1i ; r_�,, .- M =
<br />". - to' " -*- 200j,i-
<br />. 24Z. � - I/A , 70 CLASS. 4. AL STEEL SHEET METAL PANELS SMALL HAVE VfPSACTUIPAL IOUAL" SIM. ASTM A-653 GRADE SO Al"MOIC 5-w GALVANIZED 7MROUOH s) EXCEPT THAT WADERS0, &iD SHAII NOT BE QSEO. -, ,., -
<br />" 117A I 4 yr N/A 1 3' MR) t 1 I2- ox � sit co -=
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<br />`ii, �. - I? EEL IJEDrWIGN W/Fr� 22 2 W (AFTER VXA1O)_ =
<br />0 Z� W41A "3111* , 9. I SHALL Or THE RISPOttSgM7Y OF TWE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SJ-KMER IS TO BE -cr 2 ,,,
<br />- - - I , ,",T- ,,-A, . �_ - 9 __2 ?/Ir M. I 2 -
<br />12 N/A 2L N/A 9 1/2 N,1A I 9 1/2 1,41A 1 3 (BOTTOM) I . SWARATKIN - I ArACHED TO INSURE PROPER ANCHORAGE, TIFFS SHUTTER SMALL ONLY BE ATTAC14M TO COWMIL BLOCK OR WOW FRAME
<br />j __I_ _ j � I �"J�, CARY 014ALAP g I To CLA&S 1 ;/4*2O"1.* HH 5. ALL SCREWS TO BE STAINLESS STUEJ_ 30t OR SIB NASI SERIES OR CORROSION RESISTANT COATED CAAGGAI STEEL AS PEP INN BUILDINGS. -: -c
<br />- I �� > m _T OU, :j
<br />N/A + i 1. � - , 5WI8 W1 50 W, VIELY STRENGTH AND 90 AS, TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA, BUILDING CODE SECTION ; CL _= w
<br />- ' ". - 9 4IM". q I ! 241 1 �1141 10 CACH REGULAR STORU PANEL WIT4 LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4, 5. 5 940 AL[FAWNES IW, 3W & 4W ON .E
<br />1 12- 1 12- 1 N/A j I � i -2 9;6
<br />I2, NIA i N/A 4' (TOP) - I i ___L_ - 5 =._ I -
<br />- I "I' � 73 � _rS 4, S. A & 7 RESMMILY� -SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />. ". . I M,
<br />- v 12' 1 9 1/2 11 �_lv 1'. 4' (BOTTOM) j§ 7 TO SS EVENT 0WRLAr SHEE cu CD :5 =
<br />- ___ __ - I I il I -r- --- I -1 ROLTS TO BE ASIM A- 507 GALVANIZED SVEEL, OR AISI XI4 SERIES STAINLESS STEEL WITH 36 k7 MINIMUM YIELD STRENGTH SECURE PAWLS WITH APPLICABLE WNFORC8MENT DURI14% PERIODS OF NIJRRtCAK W 4ING
<br />1 12 1 - - __ 1 - - g I � 6 Apt
<br />i I - - , i I I = r-3, .- -Z
<br />* LIMITED TO 1115,13 RI,,t. ASO, DESIGN PRESSURE RATING VVI-1-0 - _-L. 4 , I I ! ;, I f - - ----- -1 - 7. ANCHORS TO WALL SAA4 BE AS fOLLOWS, I t. THE INSTALLATION CONTRACTOR IS TO SMICAULK ALL SHUTTER COMPONENT EDGES WHICH R.EMAJ& IN CONTINUOUS CDWNIACT Wt
<br />I 4 i . . p i I . I THE BUILDING TO PREVENT WIMD/RAIN 1-11RUMON = ,2! a) _=
<br />- i .� . 0 ." I I , ; �_' .1 (A) TA T90W
<br />A SEE SHEET 26 FOR ANCHIM TYPE & SPACM MR tiOSTA"ATIONS 04TO WOOD + mEwIlm v- DISTANCE sErnTN BOTTOM OF PANEL i � 11 _1 _QFSMK9_PWBEDS. - L11
<br />�;� , ��. !I � I - 1/4-0 TAPOON ANCHORS AS MANUFACTURED BY LI.W_ ItUtL EX. INC. 41,lin. I*C-1192 P-) 12 STORM PASELTINSI.I.I.AtION SHAUL COMPLY WITHI SPECS IN WATED IN THIS DRAWING PLUS ANY RIALERNIC AND ZONVC FREGULAt
<br />PROVIDED By HE JURSDIC,
<br />FRAME 94,111.1ift - I 1/2- � - I - J 3 �! 'ION WHERE !rO5� ;
<br />MINURIM ANCHOR SPAINNINS AND "JM EDGE DISTANCE AM INDICATED, ON THIS AND 0 TO BE 1/2' --I Mo. - __ -.-- ,,� ,. I I 30, , i �/4:0%x 7/8' CAL9-IN ANCHORS, AS MMUFACIURIED By DEWALLf INC PERMIT IS APPLIED TO, Cx .!!
<br />I I : /4 31 0.1, - ,,
<br />SCHEDULE FOR E.D. LESS THAN M"TW ON SCHEDULE REDUCE ANCHOR SPACING i J, j4 - , I I " SOLIO-SV ANCROAr. AS L'SMEVIFED By ALL POINT SCREW, BW & SPEC ry CO 1.1 (0) THIS PRODUCT VIALUAFION DOCUMENT (PE D.) PREPARED BY T1415 ENGINEER IS GENERIC AND ODES NOT PROVIDE INVORMATION w CL -m
<br />By MULTIPLYING SPACING SHOW ON SCHEDULE BY THE FOLLOWING FACTORS, FOR vll�,�%os � E9 I. i FOR A SITE SPECIFIC RROJECT, - WHERE THE SITE CONOMONS DEVIATE Irl" THE P_EDL = E -
<br />THUS OPERATION TO FIE POMBLE REDUCED SPACINC, OBTAINED USING FACTOR SHAL. - ., " L V , 4-10 PANELMATE FEMALE ID & PANCLM41t PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRWUCM- m =
<br />.
<br />i - 171 1� op�. ., I ,m. I
<br />k [ I 8# (M. f'-som P...I�)
<br />11 __ ; i p- I -, V - ,I
<br />HOT K LESS TOM MINIMUM SRACINO INDICATED FOR EACH ANCHOR TYPE AT ... _,�-.�z I � - I. ,� � 1. I I - - I- J' . I j , I I - t/4"Ili ZAIAAC "LIN ANCHOM AS MANINEACTURED BY DEWALT, INC (0 CONTRACTOR TO DE RESPONSTCLE FOR THE SELECTION, PURCHASE AND INSTALLATION 14CW01417 LIFE SAFM OF THIS PRODUCT X w
<br />ANCHORS LEGEND ; DF.3" ,A.,) I
<br />----I , I � , I . . 846SED ON INS RED PROVIDED W/S E ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />., j_ -I/ - I , 11 I - , _L kA E A. CONTRACTOR'S RESPONSIBILITY,
<br />_ - , - 8 , _ !i
<br />ANCHOR m 4*. ++ REIGUIRES M.. INSTANCE INETWEDN BOTTOM OF PANEL I�, t, I � - __ A 1) MINIMUM EARTEDMENt OF tAFICON ANUCHM INTO POURED CONCRETE SHALL FIE I 31e; 2* FOR fLCO PANEILMAT, NO "..
<br />" I ' " * "-\ j I 9S,*_20%," M.S. - FOR ZAAW NAULAN ANCH'Ilits, 0
<br />8 1 1 '. 4A11;vP �_`-, ". I J��, .)/4
<br />110VI _._L�"�! --- I_ 00 "/ �Z CON511RUCTI SAFETY AT SITE IS THEM
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<br />.__ � C"� - - � �� .- :1 W1 7/8- ". '52- W I
<br />W. AN.M SPACM R.) 3 3 exl`,��t r I. ---i- pan-TRATION4, 12 Ur al: ,� 1.1 I - � d� hrl, (c) THIS PRODUCT EVALUATION DOMMEN'r WILL BE rONSOCRIED MAUD IF MODIFIED
<br />O'L _ --L- I - 2 ItJ - I - ITEWS . SELOW1, I 11 I I I L . - � -L-1 �11 , � A� W O-x /.� A.2) lAUK-,IM & SOUD-SET ANCHOR-- SMALL BE EMBEDDED 1/8' INFO THE POURED CONCRM NO CNOwurvir INTO
<br />. maw� - P-71 ICS, / 1. � � I I : I 'S, AN snjwo SMALL BE REVIED Ile 0_4 "Iews USED SMALL FIE I I/;?. ,om USNimum $NO" STUCCO EXIST; �d) STFE SPECIFIC PA0,4CIS SMALL BE PREPARED BY A FLORIDA RES[STERD ENGINEER OR A"ITECT WHICH WILL BECOME THE
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<br />Ft �=. OAF � - -SI =I sm S "m OR -SP1.11JR141m,or � _� "I AND I' MINIM0 PDA WAUSKY114 NO - .CO, AND MAY U HEADED SCREWS OR ALL THREADED WE" W/O HEAD, ENGINEER OF RECORD (E�OR�) FOR THE PROJECT AND WHO WILL Of RESPONSIBLE FOR INC
<br />a 4 �!,J��,,K,,!,.., P zm�: ,,A .) ',v,%, W" wei,,3/32, M PROPER USE Of' THE P�4, ENGINE OF RCCOFIQ� ACTING AS A DELEGATED CNINNE19 TO THE
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<br />I - � , I -i/- II/ - A,.5) 04 CASE THAT PRECAST 5-01n. PRI(CAlEt CONCRETE PAWLIs FAVERS. STUCCO OR wow MARM BE ROUND' ON THE
<br />1/� LA4 SOREWS a V%EC, A( ,*A UK;
<br />TE RIDARED , wl.� THROUND PENETRATON, I mAlmoo IUU%.
<br />__., ' '__��± _�_ MNA, j2g.'A* " I 1 � _r � GA, .1 d OF PIATE
<br />� ,� 11 1�� �; � ... ED EXISTING WALL OR FLOOR, ANCHORS SIALL BE LCA4 ENOUGH TO REACH TIME MAIN STRUCTURE OFMiN0 SUCH PANELS (.) THIS P,E.D� SHALL SM THE DATE AND ORIGINAL SEft AND 50NAIURE OF THE PRQ;tS5FONAL
<br />-
<br />_i_11T_ I_ -- FUR OR 0. C imA�,XV �. I t � - MIA, 21A., WOOD RAT ON ED" . 0 " ANCHORAGE tMALL BE AS MENTIONED K A-1) AND IN A2)� ENUKEER OF RECORD THAT PREPARED IT
<br />I'm - I'm A54 ., I � �, j Pulit REOURM rw
<br />-
<br />.r - 't � I I � I I � (a) _Tq itt, SHUTTER MANUFACTURER'$ WEL, SHAII BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />SCALE 11"', � � � . , I- �___ TgTM
<br />1 3,/ Alm Bull ---UI MQUOJIHip - /I I I I T . BVILDEX, INC, SHOLL BE LACOD FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1-7099.1 t7 W
<br />K I - i - I I ito I I PANEL SAVETCR IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE, ONE LABEL
<br />. / A=REO BY PEWALI, INC. PLDING CODE.
<br />), I 1, - "" - " "QUING - 11r 0 III A 7 8* CAUK-IN ANCHORS. AS MANDE FLORIDA SIR
<br />110L.- I - ; MOUNTING ALTERNATIVE A"W - 1/4 X .$/4� SOLID-U7 ANCHORS, AS DWFHBUTrD BY ALL POINT SCREW. BOLT & SPECIA(I CD
<br />",%wil"RHIR, I �s ALATIONA; W_ ONLY VAUD TOR FILRUNNGS WITH ASD F I �,,*�' ON SCALE 1/4-.1- - #14- 10 PANELIMATE FEMALE LO A90 FANELIANTE PLUS ANCHORS, AS MANUFACTURED BY ,, �
<br />t!;�RGN LDAU� � LLATI OLOG CONSIRMCDON IINNH,
<br />- - , -, -� "Al"Rofilt, - - 1/4- 0 ZAMAC NAHUM ANCHORS. AS MANUFACTURED BY MWALL INC A.
<br />VP -0 +S&O, -75,11 IV MO PAXEL-S LENGTH UP TO !?- .f , I� 7 " RHATWE VW .!!/I ,
<br />,�,i� �:.!!L,17h,, 2� FOP NEW WOW FRAME CONSTRUCTIOW WOOD MEMBERS 70 BE SOUTHERN st- - �� 1/,,P . X� 1/4-1- r .. �i ... - - FLORI BUILDING CODE 011oll Nigh Velocity Mu cone Zone)
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<br />I '� �\CENSj`�_.Y `.t P-n N,1 4 W/ SPECIFIC DENSITY OF 0.56 OR EOLIAL , I . ,- !iP� ... 9.1) MINIMUM EMBEDMENT 0, TAROM AMOORS, ELCO PANELMATES, AND ZMAAC MAJILIN ANCHOR.. 00fli'0 - .
<br />- I. Z -V .- vwN0,y4t % CLOCK LAB SMALL BE t i/4' .1
<br />,
<br />4"..' .. FLORIDA BUILDI G CODE (High Velocity Ift iconit Zone) - . I . " I- 1 41: ., , e, % , , FLORIDA BUILDING CODE L1419h Velocity Hof 'cone Zone) 8.2) CALA-41 & SOUD-SET ANCHORS SMALL BE EMBEDDED 7/8* INTO THE CONCRETE BLOCK UNIT, . OHM m"boil. INC. 24 GAGE GALVANIZED STEEL STORM PANEL ".
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<br />: 20 GAGE GALVANIZED STEEL STORM PANEL Meet w ElUIFEA1 = 1111 IF STCP A' = * '� .,I <4�11141___3tF_�_
<br />z*j ., A, TOP 20 GAGE GALVANIZED STEEL STORM PANEL I r1l, Stu= 5 BE PERWITE11- §/4� 0-20 SCREViS USED SHALL BE 1 1/2' WHO MYqIMUM SQOVtuf .0. ,,, * I
<br />� �a a I'.. '--'7 = 'ALL I\
<br />z --- _, _V _ VA. ,_ .1 vc,_ in%, AND 1* MINIMUM FOR WALLS WITH NO STUCCO. a * STATE F , - GLOBAL PROTECTION PRODUCTS, U.C. `1
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<br />* � - Two * twKamm ca0iiie,
<br />* -- --,-,--,- I . � __ / Mi LT . EXISTING, WALL, ANCHORS SMALL SC DOING ENCIU04 TO REACH THE MAIN STRUCIURE BEHIND -.55(XV ... 77 N`k_�, IN
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<br />= "o,"40-1 .10=2=corm OAK rL M3,4 .2 �0-.I .7]5 -,, TWA .I. OWL AL =
<br />-7Imit. Fw, FmAymot-67D7 -iott- -/ - - - 11 , `R* (W)M-754� FAIL (�)�MI 20-i75 UTT ANY .. - PYKNe, (IIIHImme-S. l,w UmMNwlrTri 20-175
<br />" Co. .j:��,,\ 4, " - Me __!__ - . - �Pw -
<br />@ & (�� WMNERED WINGNUT __W�Ai __PAI De. _ _ 32* 32, 387 1 NO � . - A;;7 , - -.n:zF mwm w. I INSTALLATION. -A.-=i. OPA-M Rv
<br />CA-am7lo :..I - in. rwILKIM!", 1 719 - - - - - - - i
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<br />I - I - - 1 - Ut 1tANW.*1%1--_IE ' _ I It I I I
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<br />V`M I I FM9 . I I I m_ I . r? 1 � I - 11 I 44
<br />. . � nj=__=jApfE_ __ _ _ I I
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<br />__ - '_ 'RA - - -_ --- 11 I - I DETAILS FOR WO9D
<br />INTQ PMED ONCRUE QR CO LOCK 51 1, INTO WOOD STRUCTURES 'WT-4-1- ANEL I JNTQ
<br />NCREH 11 �7 - �� 1, Ill - � r1 -,-.-,-. 1_1111rw -1-1--1 I
<br />,- , , � �� -- � 11-7- !I
<br />- I . , � , lv � , t , SEPARATION � .,
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<br />I LLLLLLL i� : I ��,,, 7 -,
<br />� .r I -C, ) - , -1 .1 I
<br />-, - , , WOOD ANCHORS � I,_ �' I �
<br />ALTERNATE CONCRETE I : I _ I! �t , "
<br />1, _ .1 1 1, I I - ____ -- ____ ___1
<br />INUMAIMN DETAILS F_QB MULAR PLK"-) INSTALLATION DMILS - EGULAR PAN IN51ALLAIIQN REGULAR e
<br />ANCHORS LOCA11ON , � - 1� 7SEE SCHEDULE ON . , __ 11 1 SEE ,� : , I � ALTERNATE LEG
<br />- �, 1, 11 �. I I i - - _�l S14."i-mv r � � - -4-KNOL At ., ,� " 1. , I I 77, - .� �---, � � __ _1 LOCATION
<br />CONCRETE ANCHORS I TSEE SCINICIDIAE ON - - I I SWET I 1) . I 1�: , le WAD Win ON SHIEEF 3) , ,� 4'W IN __ - - . ,. �
<br />EXISTING POURED CONCRETE " " �1 � . . ., I o � I �, . .1 11 ,�
<br />(SEE SO4EDULE ON___ MSTING POURED CONCRETE- SHEETS 9 THROUGH 10) - - : I - , z! I �,V 0 0 �^'O.C. t____ ,-- -,-. - am BE - I .� I I
<br />1'��__�, Ii , .1 =1A. _. �4__ ' I 11 I 11 I
<br />. OR CONCRETE BLOCK . it 11 L ADEQUACY OF EXISTING WOOD , ' ' � It i
<br />EETS 9 THROUGH 10�, OR CONCRETE BLOCK REQUIRED. I � �1 , � " �il .1 1� I I 11 - I I I =='L 11) . , , 1 � I - _� - . I U) -+--a
<br />. � I
<br />I . I I . . M � , __ --I I % Mo. BEAM 'ED BE CERTIFIED By _A�__Elt _t - � � I
<br />SH 1, RECRORED- AITOWTE LEG I t. I - - � 71 - - - � . I i (�_J_ -,-,-.,----I I I- I I - ____ - I ___1
<br />I �--". , � CONCRETE ANCHORS �� �-� I , : , *11 i i� . z/ + . I - I IF � PANEL LENGTH multELFILD LNUIN 0 : I L �, __; - rl; 'O
<br />, ARCHITECT PRIOR TO SHUTTER ' , . . + _4
<br />11 vDCA1IGN , wow HEIDER � --(2) .� I I I , I i I I' -0 L. a)
<br />EX-Snw, P&AW . � I � - --- Z WOOD ANCHORS rm_� -1
<br />CONCRETE REDUIRE (WE SCHEDULE: OAL. , I REQUIRED �. i � I L ___ __ I (SEE SCHEDULE , I - - I� �
<br />I . (SEE SCHEDULE ON 1, , � !�li - I f-�_.___ - --- ON SHEET I I FOR INSTALLAMON. I , I
<br />SHEETS 9 � . I _:�L__�ii I � AHC4ORS --, I' MIA. - I
<br />.. � 1. 1 " 11� . � L I __ �_ . ; I .,,FV (D
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<br />� -1, --- I - � I Ile SHEET 11) '_ , - " -i � i i SOA SPACER " "� t- e SHEET I 1) ON - , OW .=7=n
<br />� _z v ..... . OvAiNGINCIp I 1 , L ic T_ -PI I -I _ Amix. I , (SEE SCREDULIF ON (SEE SCHEDULE �- ED -�- EO-� - - -l/.--;XAI' ss .. At/ NI,,
<br />- �� --- - ft IQLM M Sam, OR F , "-= `Mt - a, SPACER.. i _ 10 OF v ,� SHEET 11) . )�, X= � I - ; I I -,
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<br />MAx- CONCRETE ANCHORS �,;,�,�,'��,� ' i __ - z .I '144 a 4�,_ � - __ .,�� i , I I 1� - - - - - I ;z r ;,,, I I I----- I I , 1, , , I I " il, 1, I . -
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<br />- ' - "I I (i I . I --�W= ANCHORS ALTERNAT .E WOOD
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<br />I ! SHFEIS a THROUGH I i I / 4� � r � B'� �, I F I I �; � , � 1, ) 1 1 __ 'I REQUIRED " 7 ----*- -11 - 'Vi-W.
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<br />5 � � I I 1. I �,
<br />i .� � " I* MAIL LONG ALUMINUM SPACERS 0 12 I/ . .1 �11
<br />I I I r I � " �� f - 04, (SEE TABLE #1 ON SHEET 11.) i --- 2 � i ;
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<br />T : Uri U I I � � , I , �t, SEE NCIE I BELOW FDA LIMITATIONS FOR I I �� - 15�
<br />zmnl. 9 -, i ., � I I, M I I SHEET 11) I I /I =3 m
<br />I 11 MIT. i __q) I IH� � [__C1 ) l
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<br />I, � i _01 ! OPARARON 'e VAX, I: Am, � I 11r LOW, SLvEvE% -1 �
<br />4 _ ;! � I t I SEPARATION M I , 4 '�! � I 01) I- �
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<br />isa SCHEDULE I SEE SCHWULC, (SEV SCHEDULE I HEOULF ''I I i I �
<br />I AE ION 10 GLASS I I 1/1',X.1� SON SKM PARID. 1,04TH I i Sgw � i ;
<br />1#9ALfM0=7'-4r) _ I SOWQU � , A, - ON SHEET 3) : F- - ---- I � � ��, �� �� LAS ]-- J1F,-- 0
<br />9 In 1w i ( I (SEE SO i : ,- PANEL MATE FEMALE 0 OR PANEL MATE i - � MITI, SEPARATION TO GLASS.
<br />*'1_l" � 0-4 94M S) I ,� J�,�,Z�WWO SPACER ,� - I _'. ,',L.,:, -��, - - - I- ON SHEET 3) 11 � PLUS (SEE Scsmxt: ON som I I) ON SSW 3) A I E F.2�10 I
<br />I - L __ - . - LE ON ! - i 2S. m"I'lio I I I I 1/41*xw ON SHEET 3) 11, , -,- " �, " __ - , I t' Z ��_ _- L ILL, j, I --- � ; r Tsu SCHEDULE ON SHEET 3) - I , , v MAX. L_
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<br />, I � v MAX. J �,_ _--- -"- ___ -ill-- A __ EDULE
<br />- I - ,� � _ , (MICAN, FARD, (SEE SOME o-
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<br />T _ PLAM REQUIRED (Sm SCHEDULE
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<br />I SEPARATION , I "US ��11 ( _ _Ummai alti't ON wmICET 3)
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<br />.1 ON SHEET 3) 1 1 50% 1 - -(-i-) 516 1 1 1 1 L I - - ! - _1____ __ ---. - I-- . . U)
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<br />EXISTING POURED ___:`,��,____11 � (SE �_' (SEE SCHEDULE ON I - I C -0
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<br />; ALL � , �,_ ___ - _ - , " L z-xa- wow - � i I . �
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<br />� I CRETE BLOCK STIP40 PMOVED CONCRETE— LENGTH$ PER SHEET 3. - , I i I L I (1) msawiam is TO A 0141 STORY EULMM 0 ,� �_ - BECK OUT I
<br />CONC REQUIREG, CONCRETE BLOCK I ; , i � I � (�) Alm, " [ !� I � , MAN MINN IRICILMM"Tr CON 6 A RESTRICTION _,:_"__ -5 � 1
<br />� SO - REQUIRED, I f�_ ----I I I � (SEE SCHIEOULe Aft- ,� m CL
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<br />SHEETS 0 7 10, ____ -0� ,,, - 0 C. (SEE TABLE #I ON PLATE W0,01ito ,� -,,, �� �, I "I � !�d '] , it I�_ 3/4' _- 11 �--� T � � A, �� � SHEET 11)
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<br />� I � Z",4, WOOD -11 I
<br />SWETS 9 A, to,) ,jl,� I �, , 1H ruo ON ;;;i a MAY BE ==/w 1 ,,J, � -"�L - � � -,I - PLATE REQUIRED OR ; � ", ." �
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<br />L , 11 � � w4m 15 .11% -43 P.J, M 10I *+ "It RISC. WINOR 15 Will= 70 ft' 9 MY "" I
<br />.CEILING AN - TINQ WJALL MOUN11119 Inghfiff WISPAMS ffi 08 - , �,�L I a Cn
<br />- - . I - - I j 1 = I 11. L. PANEL UN. AL. ON I
<br />11 FLO I Em,p 5 - 11 GO IMANSIAM SIOM PMQL DENCTIR'S mv I'), A
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<br />I (4) jAn/r2il 14A SHALL BE AS NWAD ON ' ALURHATIYE 3W
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<br />&URIMME 1W �� I �� AND THE 2020 3(7*M WOUMMM)WOFSTYKASTFUNISDA '; ""YA ... INN"ItNe. SCALE 3/8,-i- "
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<br />.1. 1 (4) INSTAUATON YALA OKY FOR wm otmLom cw_ I / , ..�: ...... I %
<br />laod-�06. , �/444*1
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<br />SCALE 3/8 IDNES I, 2 . 3 PER ASTIM E i � A`NNS I L I
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<br />J`i't, � Ile .. .. � L bN. I NOTIES, - , S FLORIDA BUILDING CODE (Won Milli Velocity Hurricane Zone)
<br />� .*�.-`�C " FLORIDA BUILDING CODE (Non High Velocity Hur cc" zone) - - - NOTES: �`,,A,W�� �� FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone) z . *
<br />� ,EN --..� I - , 2
<br />� S_ - I .- .1 I� INSTALLATION ARE ONLY VAUD FOR MAX AS.D� ::: *. o' 0V .2m IN-11m tic. _ 'p- �
<br />s : a.44167 ', = "m T&A'W. NIC. ". r 44167 * <
<br />__ = z 24 GAGE GALVANIZED STEEL STORM PANEL NOTE FOR : 1. INSTALLATION APE ONLY' VALID FOR MAN AS D. I . NO. _. i W= 4010), MCI 24 GAGE GALVANIZED STEEL STORM PAWL ". TOP & BOTTOM MOUNTINGS CAN BE DESION PRESSURE PATING; (p�%J) AND PANEL LENGTHS 1 -GI. 24 GAGE CALVANIZED STEEL STORM PANEL
<br />s G LENGTHS =*� W.IOM wt. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 STATE OF t7:
<br />-2 * - ------- I ,Z-- DRINK W:
<br />- * , - MIA" VV; DE IGN PRESSURE AMAIN (P.s,f) AND PANEL sl&-..
<br />:E I * . = * , m
<br />*,. . - . . ..4
<br />FOR Q9NOINATION OF SEC11=-- TATE 01(� � lz:::- GLOBAL PROT TOP & aC'FrOM MOUNITINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 1 * * $ ATE Ofk,-- .. * i - mm/mCit INSTALLATION. 2� FnR NEW WOOD FRAME CONSTRUCTION: WOOD - "I , �_ __:��, / GLOBAL PROTECTION PRODUCTS, LLC. '
<br />LEE - EDGE DISTANCE 11i -a', S - -1 11LIECOnic. ECTION PRODUCTS, LLC. "WE' COMENNED IN ANY WAY TO SUIT ANY ALTERNATE 2W) '1% �, GLOBAL PROTECTION PRODUCTS. = :�,.,.`15-- 1111INIECO.... \ MTV
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNIfNGS CAN BE It 'y - , , ��; z ` ;,- _S_�__ /T17LEC0 117\ vot MEMBERS 70 BE SOUTHERN PIKE No 2� W/ SPECIFIC � 'T I - ---, ~ sAt a, pAw z
<br />,§,.4* � .m 5-0� 5' STREET DENSITY OF 0.55 OR EQUAL iiLuy YMNO A, 9%ft.m= .COrm
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