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<br />L_ I- -0
<br />I a) CL C
<br />------I -- -1 ------- - — -- — a) C) 0 2
<br />INTO EX15TING WOOD STRY r ---] C M -
<br />INUALLATION DETAILS FOR 5ERIES ZQQO lk 1000 E- HANG STORM PANEL (f) -0 Q .
<br />&JURE5 DEW-9&-N= nm ams), (0 15LAW.11 -6) -I-4 (D (D
<br />- - T7t77-- I I I I . STORM PANEL SHOWN ON THIS PRODUOT EVALUATION DOCUMENT (P ED,) HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE. !11-�41 0.W SUILDEX, INC 0 4- U) -t-
<br />MAXIMUM "A 2ESION ERESSURE MUNG Load.) AND I 114*0 LAG SCREWS 0 6 "OC, W WIN THE 2020 (70, EDITION) OF Th- DUCTS,
<br />.
<br />11 1. � _ / � I I E FLORIDA HOLDING CODE THIS STORM PANEL, SMAU, NOT BE INSTALLED AT HIGH - #14- TO PANCEMATE, FEMALE ID AND PANELWAFIC, PLUS ANCHOR% AS MANUFACTURED By EIC0 CONSTRUCTION M
<br />�
<br />- i - --,--� Fi - t/,", LAC SCRI3m 0 6' 0 -1 I I - - 1/2' 4", TKREAM TOM I ., , ' - - f3) min� rw *00D VELOCITY HURRICANE ZONES (MLAMI-CAW / EIROWARD COUNTIES). _ 71�4`0 I,e4 SCREWS PER tILO.S I
<br />- "f I '-'--'-__ �' -TO IASI1F4 WOCO ,.ADM � r* ,[ 7 HEADER REQUIRM t/4'. LAC $CKM a 4 _ I -0 0
<br />.1
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L! SCHEDULE MAXIMUM kS.D. D PREMRE RATIN (R.jjj AND C ANCHO I " _,- I 1 1/2' MI, THREADED PNEIVIAPON / _ � I ?/7 6' 0.0 W/ DESIGN WIND LOADS SHALL BE WIERMIFIED AS PER SCICTION 1609 OF THE ABOVE MeMONED CODE FOR A M C WHO IVO . 5/8' WOOD BUSHING. AS OISIRSUIED BY ALL POINT SCREW. BOLT & "51ECIALITY (!C a)
<br />11 A I �. fir, o- Cw EDGE I * Wn. TNAEADW iN:NC-,;uT" SPEED AS REQUIRED BY THE JVRISOICTION WHERE 51ORM PANEL WILL UL INSTALLED, AND FUR A, 01FROIFONAUIT FAUTUK
<br />FOR SERIES 100012000 E-Z HANG =RM MEL (f) MUM I ---I'.,- �' -TO EKIST-ING, WOW HEADER, . 1� f - � , � - - I I - , - - II -to EXISTING WOOD MADER KO-0-55, USING ASU 7-16 AND SHALL NO EXCEED THC IFLUNUM "Qj DESIGN PRESSURE RATINGS INDICATIED DR S14EETS C 1) MINT LIM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL HE 1 112* AND FOR CLOG PANEU,ATE I -0 _0
<br />I
<br />SPACING SCHEDULE FOR INSIAUAMMS INTO CONCam A CONCRETE K= STRUCTUR A I - �� I ,� --- 04 C.. itlw- Sw5. I �, 11 'T PLUS a 0 -0 -= (1)
<br />12v&M I � � I It . - - I 0 , ----�' )I I us 3. S THIRD I A 17, la� AND PANELMAUE FEMALE to L-
<br />-
<br />- FOR PANE� iNSTALIA -&�L I -1 NALED ONLY ...I. , ,I - ,e - - 1, � �i i -Oc-t, pAW S�", � 1 4 i� - 7 I / .;614 IF-AE. WING IN ORDER TO VE RY THE ABOW CONDITION, ULTIMATE DESIGN WIND LOADS OCTEMINEb PER ASCE 7-16 SHALL BE FIRST 0
<br />- , = h . I q) / . i - � REDUCED TO A,S.V� DESIGN PRESSURE RATING 87Y MULT PLYING ,THEM BY OS IN ORDER TO COMPARE THESE W/ MAX (A-50) q.-2) MINIMUM THREADED PENETRATION Of LAC SCREW, INTO THE WOW FRAME UNIT SHALL BE I 1/2* NO THREADED CL = -S2 3�:
<br />. I - w f F -� 2 -2 , I to PENETRATION INTE) -STUCCO SHALL BE, CONSIDERED AS PART OF THE RFOUIRED THREADED PENETRATION
<br />I - I NIM TO MAX MAXIMUM ANDICAS SPACING FOR E- 0, - 3 1/2' � APPLICABLE To , ;/4,. L-G SCeLes 9 v ac W/ C-- #I.,- SAL�,
<br />- ll MINIMUM FAFARAIAON A,�S'z� VON , t/.*2w/.1 I , MF,- `n,RE&DC0 PEN . ( i 0 rk END 0, ID TH ORDER TO VERFFY THAT ANC14ORS ON '�`RIS PEG AS NOT OVER STRIESSED; A �13 INCREASE IN ALLOWABLE
<br />MAXIMUM A m ! M, To _ R To A CRAT`ON L . TESTED, W& 7. =
<br />. ESSURE CALK-If4 PANCLUATE FEMALE ID PA-0-VATE =11':N MAXIMUM - DETAIL TO' k U2 0�1 XXICIT nEAVUT � SIRESS FOR WI LOADS WAS = USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS SEEN DETERMINED IN C 1) MINIMUM EDGEt DISTANCE Or LAG SCAM, INTO WOOD SHALL BE AS -NOCATED 94 THIS DFU,WF.G - -
<br />O"O."'FI-SuIr I ii�w CONDRK)N TApto"s I �r (SEE I'll ;: . In32, NO t- .0 LL
<br />.60.0. -75-5 IN ass 2 9/16- RATING TO CONCRETE TO CONCRICTI, ITO concitm TO �� TO CONCRETE M ;T To C I � Of THEN "" v (K) NOTE ,!� .I_ I I f ACCORDANCE WITH N.D.S. 2016 m o - ,+- M
<br />I ,,-C,,�, 3.*. 1*w. (P..Q T I - - _ _ i 4 "ii/e,
<br />I Bain - - . ,�-� F* 3 1 I A E DETAIL 1124 4 STORM PANEL'S ADEQUACY FUR AXPACTI AND YARD RESISTANCE "AS SEEN IfERirtED o4 ACCORDANCE "TH SECRON 16091-2 OF CA) MINIMUM PENETRATION OF WOOD HUSHING SHALL ErE Sj8- 1/4- 0-20 SCRM USED S"J. BE 1 1/2- LONG MINIMUM %%O
<br />I � I "' O', ,= 0 C-L #14.1* SO& I I KMA-ftwmw THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS Of' SOUTH FLORIDA REPORTS #08,4-gl-oi AND #O-.A9D2-09, ASS SHOULD ITO=* EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO (n U >
<br />- - � : I " - W � , � - I- I A ONT IIII301-10 AS PER
<br />11' 1. ) I IAS-ZDI AND TAC-203 PROTQCOUS� AND AS PER CALCULATORS PERFORMED IN ACCORDAINCE W/ SECTION Lw 0 C 5) IN CAW THAI PRECAST STONE, OR PRECAST CONCRETE PANELS, STLICCO OR WOW BOARDS BE FOUND ON IRE -0 E a)
<br />- - 11 �IA I 1�- N/A 12' N/A 12' 1 N/A V A 2' (TOP) ; '. , a END I PER SSTI) 12-99 A ASTM E 330-02 STANDARDS, AND AMERICAN TEnI TIC V-8 SOUTH FUnt Tom ep 0
<br />-O&O. 2 ,/B. -t-.:;ED - 1 4, & .'w _ - ,� tlyp-) ki DosTING L-
<br />L -.-- -1 I J - I - '. - ------ � af."," I WALL, ANCHORS SHALL HE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SLICH FANELSL Cn Qj L-
<br />SERO 2 WCKK` HEWET I t- �� � A, I FLO IUA BUILDING CODE -+-j o-
<br />* W&Vmlm-wl A - M.9 k v#OAArr 'AT ovow * Aoz OF PANEL LEMI14 - ----------I--- ---------I-- ± "QUM, - - , (=. MAK, 4)2- r' ANCHORAGE SHALL HE AS MENTIONED IN C 1). C 2) A, CA)
<br />PANEL 3. 1 12, 5. 1. 1. I I (BOTTOM,., A NOTE m " I 2, ALL U T L USfONS 10 HE 603-PO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE STAFET 2 (0) ANCHORS $HAL BE INSTAIU.ED FOLLOWING ALL Of I -ell RECOMMENDATIONS AND SPECFFC?�D1TTN5 OF THE ANCIfORTS VANTJCAMRER m -1--j
<br />--4--- . a, SERE. 1000 M N )M EXM
<br />/� N/A N/A NIA, N/A 12 1/2- If' ON) - 2 9/te. Min. i ; - *01, "'Ag", KOU71 1i ALUMINUM SHEET METAL USED AT O.OSTIFE-S SHALL HAW JIWA04 ALLOY, I 1E 0 ,0 'v 0-
<br />0 ,;FS% 12- 1 a- - - 1 9 i I - t -1 , - I T .
<br />1 N/A '(1 ,,,, I , I . 0 PAND.5 WAY AM SE INSTALUED MORIZONTALLI FOLLOWING INSTALLATION DETAILS �HOWN 014 SECT11ON 1 THIML04 6 fSHEFFS 4 -0 - W
<br />-L- --��- - SEPAMADON - - SEPARA - , �: 11-1 �1411�vl'*� � - 3. ALI A` IHmJOH 5) "CEP; INOLT HEAMBSO &@ SFALL F40T BE IJSCD. . =
<br />To GLASS Z(sl' """ LL HAVE STRUCTURIM. QUALITY STEEL ASN A-653 GRACE 80 MINIMUM, r-40 CALYAPOZED - --
<br />7' N/A I 6 1/2' N/A 4 1/2- N)A t 4 1/2, -p'3(H(0TTOr) 1, 1 '2' CTL44"'* 2 Z/81 m. I STEEL DESIGNATION W/FY- S22 sm (AFTER ROLUED?,
<br />- n 4 OZ 1 4. ALL STEEL SHEET METAL PANELS SHAI
<br />_ NIA '�/1=152' � -I --T-
<br />"e.o. -753 - 70, OR LESS 1� IT/WW1 � .1. I' uo��-. I F— <
<br />- ,,.O.�,Z�
<br />1 MNC Nut a Illl- WIN,, I. - --Cl I
<br />-- --- CAPT O�ETTLW R � 5
<br />.
<br />12" N/A 1 12- 1 N/A 2 1/2- N/A I 9 112- N/A I (SOMM) �I �, , 11 - WARATFOO - 1 9 IT SHALL of TFW RESPONSIHILIFY OF THE CONTRACTOR TO <RIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />x � , . . ,/"*",�%" - 5L ALL SCREW TO BE 5NNNLESS SfML ITT, OR ,11,1 MS1 SERIES 09 CORROSION RESFSTANT COATED CARDON StI Af AI � ,ED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO C04CIFZM BLOCK OR WOW FRAME
<br />. � - 1� � ,I . j TO CLA�l 1 I/4 � PEP VIN
<br />I I,", 1, "'K, O"PL, i 4 : w I W, .1"[11)".1
<br />N/A 1 12' 1 N/A 12, N/A 1 72' N/A 1 (TOP) I � .1 LI 4 2 S/Iv U. - SILE STRIL
<br />12, - " . SE - 1/11;%,�; I � MOTS W/ S SITEMI" AND SO k. TEN- .NGY4 AND SHALL COMPLY W/ FLORIDA OUILDINC COM SECTION
<br />. I � g . - PARATICIN . � ID EACfi REGULAR STORM PANEI WTR, LENGTHS OVER 90�� AS PER SECTIONS 1, Z 4. 5, 6 AND ALTERNATIVES TIN, 3W & 4W ON
<br />12. ------4----4 i 5 --AO- - � " I C, , f',� 24713AA.50 "`� YIELD
<br />L's, I �IINC OWNER OR rENANT TO
<br />t . I 6' ir ] 9 1/2- 1 12- , 11- 1 Ir it' 1 4* (BOTTOM) I � TO , EVERY O�ERIAP , DvIfy ow:RLAF ; - -307 GALVANIZED STEE� OR AIST -104 SERIES STAINUM STEEL WITH 36 I� MIRLMUN TIELDO SHEETS 4. 5, 6 A 7 RESPECTIVELY: SHki RAVE A LEGIBLE AND READILY VISSLE MARKONG iNSTRUL
<br />I -- L. - ____j - 1 I; g i I 5 I ---- - 6 BOLTS 10 HE ASTIA A STRENGTH. SECURE PANELS WITH APPLICABLE RD.rORCEUENT DURING PERIODS Or HURRICANE WARNING
<br />* LIMITED TO MO p..I. AS.D. DESIGN PRESSURE RATWO� � g 9 I I x JI I- -1 - I 1; o" 7, ANCHORS 10 WALL SHALL HE AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR ,S rO SEALjCAULX ALL SHUT" COMMMENT EDGES WHICH PENAP, �- CONTINUOUS CONTACT WITH
<br />i " 3 g� . THE OULDINC 1`0 PREVENT WNWEV'RAIN INTRUSION
<br />I . P I - 4 (A) TA-jEL9ahq-eQUREDjCQ%aEEE
<br />I I , I k
<br />A SIDE %W 25 FOR AN04WS TYPE & SPACkNC FOR INSTALLATIONS INTO WOOD + REEwRm sAw. DISTANCE srr#mN B( 1 � . . r' -.� I , 11 I - I 9 b1i %t I - 1/4-0 TAr-CON ANCHOR$ AS kOWFACTURED BY IT* OWLIDEX, INC. (Win i'3192 F�,) 12 STORM PANEL INSTALLAT11ON S-IALI COMPLY Alm SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZOWAG REGULATIONS
<br />)1`10M OF PANEL i I " - ,� �� I � � t
<br />FRAME BUILDING, -- J 1/2- 4 tg; � -,- i I 0, I I
<br />AND (D TO BE; 7/2' . 1 � - I �' ' 16 - I , PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />MINIMUM ANCHOR SPACITIM AM MINIMUM EDGE MTMCE NTE INDICATED M NS j M. ,7 !X 11 - - 1/4* 0 . 7/8' CAUK-IN ANCHORS. AS MANUFACTURED By OEWALJ INC
<br />� - - I � - - IT
<br />SCHEDULE FOR IT O. LIM TH" INDICATED ON SCHEDTxE REDUCE ANCHOR SPACING I I 'LS' I - 1/4* 0 , 3/4" SOLO SIFT ANCHORS. AS OISMSUTED By ALI POINT SCREV, BOLT A SPECALL GO
<br />on ,I I . i �L 1 1 '! f I ( I, I.3 (n) THIS PROINCT CV&VAMON DOCUMENT (P,E 0.) PREPARED ETY THIS ENGINEER IS GCNEFITC AND DOE5 NOT PROME IWORMAMN
<br />I MI,, 30w P., ) A
<br />By WUVTtPLYTNO SPACING SHOWN SCHEDULE By THE FOLLOWING FACTM. MR I : 3 . i - I 4� I a L ,� --- L"j i cli3h'A, � E� 1 `
<br />.-
<br />,
<br />_
<br />THTT OPERATION TO HE POSSIBLE REDUCED 9�CING OBTAINED USING. FACTOR SFMIA �1� "., - I � FOR A SITE SPECIFIC PRWEC7`, i-v, WHERE 'HE SITE CONDITIONS DMATE FROM I F P1 D
<br />NOT OF LEZ THAN MINIMUM IIIANCING INDRIATED FOR EACH 440M T�E AT I -- -� 2 I , At '2* OOL --� , . . - #14-tO PANIILMATr FEMALE (O A PANELMATE PLUS ANCHOK. AS MMUrACTUREE) BY ELM CONSTRUCTION PRODUCTS, it,) CONYPAMR TO 81. RMPONSMILE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFM OF rHIS PRODUL7
<br /> - 1- L-'-'-L- - I -� �ij -f. - ] -1 i i ;- I I .. 1/4's ZAMAC ANLIN ANCHCRS� AS MANUFACIVRED BY DEWALT. kNC
<br />micoomiI LEWC --- L I .., (2'.3, m..) I - BASED ON THIS PE�D PWMED HE/Slif DOES NOT DEVIATE FROM THE CONDITIONS D-�ARJEO ON MS DOCUMENT
<br />--F- + + M=U 2 " 1-11 ,,, 4-- PANW.M FEMAUT, ITT � T -1 k�t I Al� VINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 91 1 .1/4'; 2" FOR FLCO PANIELMATE AND
<br />___L4t!w_ t/4'* _ � 1/4*p /4'. ATCOLIWES .. MSrANCE SICIWEE-4 BOTTOM Of FANCI 8 [" �: � 1 " , L - - -1
<br />*)am m -AMEMIk AArMFOI& --- --- I ,. I,L# p'VOUFATIE PLUS W/ &--1 I - '-I ,I.-,-m;T1.- m - FOR ZAMAC f1WUN ANCHORS, CONM DOWN SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />TAPOOR "EMILIC AT Pum CALK- AND (2) TO BE alir -13/ir - ILI ; � :: vv'w,t.�J/ 'i , I iLL � 7, On. �,RSMTFD `-L-11-11 , 5'r.-j1 S � ,1 � V4 -
<br />-
<br />*,, AmcFan SNxImo On.) a � `5 2 1/2 M I h I &.- lit..?,O NDEI IA onowl 1�� ENIFTWme 12 1/2, 04 1; 417 L" i [" � , ' r 10" I* w - W� 7g.3132' WING (0 THIS PRODUCT EVALUATION DOCUMENT WTLL BE CZN90ERFD INVALID IF MODIFIED
<br />. I i ' � a I'll 11 - A,2) GAUK-IN A SOUD- El ANCHORS SHALL at EMSECOM 1/8' INTO THE POURED GOT4CRM NO WOEOMENT INTO
<br />---Tu---o w —a —, - a 3 � � i ' OCO SHALL 6 TFORMIT'FED. I,Te 4-aO SCREWS USED SHALL HE t 112.' ILONC MOMMUM SHOUILD 3TU= EXIST, (d) SITE SPECIFIC, PROJECTS SHALL BE PREPARED AT A FLORIDA REGISTERED ENGINEER OF, ARC FTECT WHICH WILL BECOME THE
<br />'
<br />-- 2; . � , L--' ' ,.2
<br />m-Kc, � � 11��,-Izllcvm 11 1�10 REOU "
<br />�, _ ,� 'Nj� -� L ' ' wafm 1 5 W` N
<br />. . I � .to �T�l * -t.'U , 11 Xk .19"
<br />0.0k On) -3- -7—/z — - to" - , 11, . , III I' MINIMUM 1. WALLS *1111 NO 11111110, .11 11,11 Ell .111 SCREWS 01. ALL THREADED SCRON5 W/O -., ENCIIIER OF RECOR0 (ECA-) FOR YHE PROJECT AND WHO MLI BE R PONSIETUE FOR THE
<br />, , ,
<br />, � ,
<br />, � , ,
<br />3 ,,� 4 HIDWIDTH Of KATE AT SOMES 200. 9- �%AT OR ON , , " , , 'L 1 Es
<br />- - �� r XM� 411-1. ) I � 'L ' : -- I C - PROPER USE OF THE P,EO MOIEFF? Of TTECORD� ACTING AS A DELEGATED MIN" TO IKE
<br />F AOIK —mmm mommad FACRIN _", I , I TAY WIN NUT- O.E,D ENGINEER, SKAU- SoSMIT TO nO LATTER THE SITE SPECIFIC DRAWINGS FOR NEVIEW
<br />il� - I p"I"'ImpIrlY 0 � iwq,N&1-4ri2�7C," I Ovo
<br />- ,I: I - I , - -, - - SIRY"i I, I If,
<br />I-.-- I - -',- - -1/4 A3) IN THAT PRECAST SVGNC� PREPW CONCRETE PANELS. PAVM. STUCCO OR WOOD BOARDS BE POUND 0 I C
<br />� I ��! LAS SCAM 0 r Oz. W/ ft
<br />11� I , ,� . � sa" a IT - / � IAI IliFIgg PEFETAIATIO. FRUCIURE' ft-HAO SUCH PANELS (.) THIS PEO V,AEL HEAR 'WE DATE AND Ck*INAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />-1--= 1 - K., jld� , - i ? , . - I , MI, . �..'�'. u . TzuTr4-J I A 2 1 CASE
<br />I- ? LL I Q M"A", AMBNATIVE 2N . 4 meww" 0, WE STINC WALL OR FLOOR, ANC44095 ISHAU, ETC LONG ENOUGH TO REACH tHC MAIN $I
<br />-- ". 3 1 - w" 2`0, wom .... ON REM Aep CRORAGE SK-iL BE AS MENTIONED IN &J) ONO IN X2). ENGINEER OF RMOAD, THAT PREPARED IT
<br />L
<br />- SCALE 1/4--l- L' �, i I PLATE REQUIRED FLAT - FDGI IA. STAITTER MANUFAMOWS LABEL SFIALI BE LOCATED ON A READILY VISIBLE LOCATTON AT STORM
<br />- � --- ,- I (8) TC-LKLMNa-LIlL�ALOPLA&L-�A2nLr�-N,
<br />- I I I - I � T MQ""ING - t/4- 0 TAPCON ANCHORS AS MANUFACYJFTE�O ITT I 7 W BUILOEX� INC.
<br />1,-� �- - I= I - I ,;F-- AMNATWE I "W PANEL SHUTTER IN ACCORDAINCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING COVE ONE LABEL
<br />' '
<br />SCAU 1/4�.I. I � L I I jja�j - Ile 0 x 7 !',CALK -IN ANCHORS.,AF` MANUFACTURED BY OEWALI, INC. SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17092.3 Ov THE
<br />� / FLORIDA BUILDING CODE
<br />� T'l— R UNTING - 1/4'0 . 3/4 OUD-SET ANCt, AS AS 31STRISU BY ALL MINT EW. BOLT & SPO:VL�, GO
<br />^5� - -
<br />MOU " T _ #1410 PANEUMATE 4) AND PV,NELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION r illott",
<br />""'A00 '. FFISTALLATIONS ARE VALID FOR BUILDINGS VKHTOSTL DESIGN LOADS - m9mr ALTERNATIVE 4N �
<br />V. ,- All 5*-Io,� 2 I ,'OH-10"k - NATIVE 3"W SCALE '/---I' - 1/4* 0 ZAIAAC NA11-91 ANCHORS, AS MANUFACTURED By "ALI. INC A. I
<br />,�",;;��%�,.-Qp I,, , I .1101!1�A A rk .. .........
<br />, - .., 2 FDR NEW WOOD FRAME CONSTRUCTION WOW MEMBERS 10 HE Wurl,';p, S t - -, 41�'T,, SCALE 1/4'-I'
<br />........... ONLY k
<br />, TI, ,,,,,, TO 1660, -76- AM I'ANEL'S LENGTH UP F " ...
<br />vo -4-L P�L ft�� 7- W/ SPECIFIC DENSITY or 0,55 OR EQUAL 1� ""40�:�---- - ..�� S. 1) MINIMUM EMBEDMENT OF TAPCON ANO"m� M-CO IIANaNLATES AND ZAMAC NALIN ANCHOR. R-10 NE ro, %. - FLORIDA BUILDING CODE (Won High Velocity Nor ;cane Zone)
<br />',w-O&- .- % , --7,r �, . SLOCs UNIT SHATI BE I 1/4'L
<br />, , -. - - "' .
<br />- . CEN -
<br />111� . I , . \�r ., i�. FLORIDA BUILDING CODE (High v**1"HY No f .. . � mo,"'. InC 11
<br />4s, "
<br />-
<br />J - � FLORIDA BUILDING CODE (High Velocity No cone XOTTO)l , �. Colts Zone) - W,44 67 " -S 24 GAGE GALVANIZED STEEL STORM PANEL
<br />z , No. - I - z . .
<br />= : 1 12m TAMIDIEL eI" RL') CALI�-fN & SOUD-SET ANCHORS SHMU of: EMBEDDED 7/e- INTO -11E C M'RETTE BLOCK UNIT. NO . - � In,
<br />. 11 z . No. 4 7 -- S .,T0.,w,,oa -- 11 -
<br />= , -*E 210 WE GALVANIZED STEEL STORM PANEL I 4� MINIMUM SZ11-u IT. *
<br />. .i I STUCrO SHALL BE IIERNOTTED. 1/4' �20 SCRCVfS USED SHALL BE ! 1/2' LONG --
<br />S * * =10". � *� !* ;: 20 GAGE CALVANIZED STEEL STORM PANEL I - ""
<br />'� tnt). M TRAC = . ; z TIRsIN wl AN I' MINIMUM FOR WALLS WITH NO STUCCO. %�7,$%, STATE F � &-- - - -- out,
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<br />s- "I;... S E O(� ��f ----, I k'�LU*mf �Tiplroo,"111.11-T'� T %mawrP '0�. OFIX � I - / M LTE c o ... \ GLOUL PROTEMN PRODUCTS, U.C.
<br />MORAL PROTECTION PRODUCTS. LLC. ""'W/Ts' %.�P', V 4;! - G ON PRODum, we W/1612wo - jell .. `RLU` "Crolut A '400 SA " FFKV
<br />- 11- - LOBAL PROTECTI , IN cc WOOD BOARDS HE FOU ,�'Uml ,�., - -,=- .1 - gil-laRm-COM WE n 'ou'T',)", -175
<br />.-I -.-� - �\ Am &w..!N STREET , HwjjR .W221LIMAgi� "t T4 0�'L" / I I L I I C 0 * " C - S EX STINI W;Aiu� ANCHORS SHALL BE LOW ENOUGFIR 0 REACH THE MAIN :IURE DEPITNO S1414 61' -�l ` R01- - - OmAjawf-T,HA *�X,
<br />. -- �-- 1��=- � �)
<br />- � _:--,--- -.> wt - . 1 20
<br />%�O�.`� RjS!w-- - / 11LIE Om". � 'CASE THAT ",EWT STONE, 04 PREC4S- COETC ETC PANELS, 5N 0 OR
<br />, I- -. * IoNTINETERLIXII COMPANY MA� I 1*t. mQ11L.Em-1121121161811E ; �, MITItI sm. III SAW �
<br />.v - e- tZ �Tt= . �1 OTIFIDNO-75.6. NM: OTMIM-ifni 20-176 , �. - i kV" RETAL40 ,,, p ,,,, ANCHORAGE SHA,E BE A$ MENVOINCO 1-14 S.T) AND IN 8,2), -, If;! =
<br /> L -a M, -=UMVI" IWIEF
<br />'1110171"1111 Aleffill" im , �� , A". fl� ml, 20-176 "X411 � -- .-fOGII71. - � --I - - �
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<br />GULAR. LIFE SAFETY & E-Z HANG STQRM PANEL SYSIEMS MAXIMUM SINGLE PANEL 0) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM ,W/6, 2W/6, 3W/7 & 4W/7 A
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<br />- a .1w ANCHORS (SEE SCHEDULE ON -�* "A' INTO POURED CONCRETE OR CONCRETE BLQCK STRUCTURES
<br />(SME 112- 1 � PANELS IN51ALLAMN INTO EQURED CONCRETE, Q : WOOD (t) -- - -I.-II.- SHEETS 9. 10 All) --- ----.--,-L - - . I-------- -'-L--"- I' UK - � �
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<br />I f �250 - � - .750, ,,;.S S�UD RMETIED E). m .. (�), 03 . -,-T-,-1 i Rs�'Ivqitz r ,,� REQUIRED.
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<br />- 1,4501- , I � I - --- 2 1 '14 L (SEE SCHEDULE ON - -, (sr. SCHEDULE 00 'jE� V, EYJSnNG POURE
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<br />- . � I ,L' I I 4'IT ,., - I rr- j 10, I MAXIM�M PANEL,LENGTH MAXIMUM PANEL LENGTH L
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<br />PANELS SKALL at INTIALLED ALWAYS Ago : �O - w-51 '01-7, SED P I . _ , J- A -1-1 --- -t ; ., 111�1 -1 . � cli =
<br />-I= --- - 73= JRLO ANEUS I [ --� -, I _pOLTED PANELS W/ 1/4#-20xl* I -) : - -(j) -
<br />1 A' - - I- 2.000 - � � L-, ,
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<br />: OYP.) 7W 105-HIS4 ALUM, ALLOY KEY HOLE AT PANEL �,750` - 110.0 -.--- - 57-7 2.687' A CONIC 0 12 IX OZ. 1 �Wz , cc .=
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<br />1 � , 30 OR LESS L�. MAXIMUM "MAKE PANEL LENGTH FOR A GIVEN POSITIVE A,S.0- DESIGN LOAD. -
<br />-050'0 E. ,2w - - MAY- ALLOWABLE PANEL LENETIH FOR A OFTEN NECAINE A.&D. DEW" LUC.
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<br />- 2�000-- --� �90 TO 145 I- I I- 7 1/2- i 7 1/2- �ATNE A.SO OESION LOAD, DETERMINE MAXIMUM PANEL LENGTH %� FROM SCHEDULE
<br />(& SLEUE 1 " MM. -- - I I " , I FINAL MAXIMUM AILOWAM PANEL LENGTH IS EOUAL TO r1C MIN" DETERMINED PANEL LENGTH BMILD WALL-MOWNG WALL MOUNNiffEl-T MOUNT
<br />1Tw IT ANGLE . . >145 J2_L/27 j BETWEEN 'L+* AM %-". lvn�
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<br />�74' - - 1.000, 3i�- , . kL-14e-N1w ,,"I'll, - 0 JAI HIM CON01119N INSTA"TIONS, INTO WOOD ARE LIMITED TO i 95 LI.0 MAX AA0. DESIGN PRQMME RA;;0 I
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