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<br />r-
<br />U) -Cu (1) E
<br />� 0 > = 0 1
<br />L_ L_ _0
<br />a) 0- = 0
<br />__ INSTALLATIQtj DETAILS EQR SERIES 20 & 100 ___ (1) 0 L_
<br />9 it LFAMIAL GENERAL NOTES a Cu -0 0- .
<br />INTO EXISIM 000 STRUCTURES I A 9-2 bm (0 tQ I S4wL(_jS___A4A_jftu� (D
<br />11 0) 75 _�� u) -4--i
<br />MAXIMUM A,S.Q. RLV,U PRESSURE WING (u.s.f.) MW 147 1 I STORM PANEL SHOWN ON THIS PRODUCT L)IIALUADON DOCUMENT (P F O) HAS BEEN VERIFIED FOR COMPLAIN' CE IN ACCORDANCE - I -"o TAPCON "MORS, AS MANUFACTURED BY IJ.W. BUILDEX, INC
<br />. 1 1/4"It LAG SCREWS 0 V 0,C. W/ . � W1114 THE 2CZO (7th EDITION) Or THE FLORIDA BUILDING CODE. THIS STORM PANEL SMALL NOT BE INSTALLED AT HIGH - 0/14-10 PANELMATE POOLE W AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION ,PRODUCTS.
<br />I � - NIM THWADW PrImm"ON 11 � ; t C = CZ -m --
<br />I I I", I ; 1 1/2 - - =1 21W 10:00, VELOCITY HURRICANE ZONES (MINIA-DADE / BROWARD COUNTIES). - 1/4-0 LAG SCREWS PER N.OS� W
<br />I - - I - ', . 4 REQVM ;/4'0 LAG SCRENS 0 or O.C� W1 DESIGN WIND LOADS SHAUL BE DETM94M AS PER MOTOR 409 OF THE ABOVE MENTIONED COI POR A BASIC VITRO - 7/ill"# . 51W WOOD BUSHING, AS D=WED BY ALL POINT SCREW, SOLT & SPECIALTY GO,
<br />, , i/�-. LAG SCREWS 0 5' .I- ./ I - I -To DUSTING wOoO MEN". , i",�"` i 4 , OR T/V W� ThREADED POIETAKTON REQUIRED By THE AMISO)OVION WINERE STORM PANEL WILL BE INSTnU , AND FOR A 0 FACTOR, (3) -0 0
<br />,
<br />CORRMPONDLWQ MAIMM PANFL LERM -L- SQM= MAXIMUM A.&D. DESIGN EUMM RM9 (p.m.f.) AND CORESMWNG kWIMUM &JCHO I - � , I R .� j FIAT Mm . SPEED AS .ED IRECTIONALM -0 -0
<br />FOR SERIES IONZ2000 E __,� 11 -10 DMI WOW IMAGER, , SAL%. , x - To Emmm WOOD HEADER,
<br />-7 HANG STORM PANEL (1) SYSTEM -1 i� 11 \ j �� 1� I ) "--oc-L. f7w �� \ I/ A KO-0.85, USING ASCE 7-16 AND SHALL NO CXCMV TOE MAXIMUM (AS-0.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION WIQ WOOD OF TAPCON ANCHORS SMALL BE 1 I/V AND r FOR ELCO PANEIMATE PLUS
<br />1 1-1 I � " C 0 -2 _= (3)
<br />2AI SPACING SCHEDULE FOR MULUMtO INTO CONCRETE k CONCRETE a= A 1, � f _. � . - 0 1��__ 3. 9 THRU 12 III 17, 10. AND PANELMALE FEMALE IT) L_
<br />NAUD ONLY FOR PANEL 2W-ALLATQH5 AS PER SELTIONS V THRU 4' SHEET - i 1� ) ---@C-L J140* SMS. . r � -11 -, NO THIN 0 C:)
<br />tVALJD ONLY EM PANEL 99W.MhnQN5 AS PER SECTIONS I' THRU 4' SIM Z41 I I I . - 11 , � Z WHO IN ORDER TO vERLRY THE ABOVE CONDITION, ULTIMATE DESIGN WING LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />11 - -1 -11 - /'I smolks h - - 0 � _� " A I ��m M REDUCED To A.S.M DESIGN PRESSURE RATING IF, MULTIPLMNG THEM BY 0-6 IN ORDER TO COMPARE INESE W/ MAX, (A,S.D) C-2) MINIMUM THREADED PENEMAIFICH OF LAO SCREW. INTO THE WOOD FRAME UNIT No" BE 1 1/2 E40M - C= 0 3:
<br />MAXIMUM ASR. - . I � 4, " 1, � C-IL #"I' SA& RAT114CS INDICATED ON SHEET% 3. 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SR41,t BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, =
<br />JIM SEPARATION L TO momm met"m mcm volt E. a. - 3 t/2. - APPLICABLE TO , I � , /-'-2W/-' UK= __114*. LAC SCREAD 9 5* a.C- W11 � I � ! I 'Ek END OF IN ORDER TO VERIFY THAT ANCHORS ON THIS PE D, AS TESTED WERE NOT OVER STRESSED, A MS INCREASE IN ALLOWABLE 0 LL -
<br />P94EL 6 AffVGN i� _� I I I 1/2' lw�. MINN= PINEIRAIWIN
<br />O"w"'IrMIr TO GLASS CONDITION APIM URE upeoft CNY-M PANCLuATE FEMALE 10 I __ PLUS sEctim I & MAXIMUM PANEL -, %� �,Iil = Drift 1/2- k f 11 I 0 T I HEAD MS. W/, =�/37_ COSTWG POOD .6k". -� )j = 0 STRESS FOR VAND LOADS WAS FM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS 13EEN DETERMINED IN r.3) MINIMUM EDME DISTAbrE OF LAG SCREWS. INTO WOOD SHALL BE AS INONIATED IN THIS [)PAWING r__
<br />0 '?,, I I - ACCOIIOANCE WITH N.D.S. 2018- C13 0 4- ,,_ M
<br />I v 2!� 3, RATING �; MOM To COMCRETE 10 CONCRETE TO CGRCWpE To CONCRETE " r1m,"'ATOR Lolm v (I,) / � / __.IA ?!1_ . , '8 ITYPI, I I E DETAIL I . & STORM PANEL'S ADEQUACY FOR IMPACT AND WHO AIESISTAISIM HAS SEEN VOKIM IN ACCORDANCE WITH SECTION 16mi 2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SK44L BE 5/6-� 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />.68.0. -7" 70' OR LESS 2 o/Ir BOLIED . �2 . I .w. BLOOK Ito -1- MOM T , I %%j U >
<br />I 'w a 3,* (F..L) -,z.- 2.'- 1 ml, I/Tv AI,_. POP AFAI 4 C-, 014.1* &Ac* I 11 _ THE AWYE UM014ED CODE AS PER AMERICAN TEST L48 OF SOUTH FLORIDA REFORM 10014.01-01 AND #0219,02-409, AS -CO EXIST. AND I' MINIMUM FOR WALLS WIN NO STUCCO.
<br />- - . uu..-�; I 0 MARRON OF � 1, 2 I SHOULD STUC
<br />12* MIA 12' N/A 12' N/A 1 12' N/A 1 - & 2- (TOP) I 0 9 Fk I 0 PER SSM 12-" At ASFM C 330-02 $TANDARDS� AND AMERICAN TESTING VS SOUTH FLORIDA REPORT 11123DI-70 AS PER . U) -0 L_ a) 0
<br />-
<br />.01510-75.3 70' OR LM 2 ?/S- 9CLTEO - e & Vw - - I- ___ I I lawbul - TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE IN MOTION 1604 OF THE 05) IN CASE THAT PRECAST SIONE, OR PRECAST CONCRETE PANELS STUCCO OR WOW BOARDS BE FOUND ON IKE EXIVINO
<br />.* '. '. s (D C-te" WALL, ANCHORS SI+QL1 BE LOW ENOUGH To REACH THE MAIN ��RE BEHIND SUCH PANMS� U) (D
<br />I III 3 I(r 31 - A = ;= - - I FLOR104 BUILDING CODE _40
<br />- W5"A(r46V=/AjAA AS, & WWONUT AT OVERLAP & Poo OF PAM LENGTH - E___ SERIES 2000 4 "I , (41E OVK IV24 A, ANCHORAGE SMALL BE AS MENTIONED IN C 1). C 2) & 1D.4) CL
<br />AMEL � 3. ,I. 1. � s I. (BOTTOM) AFra - ____�_Ij -_ 2!�!!_99�� I ALL ALUMINUM EXTRUSIONS TO BE SMII-IS ALLOY AM TEMPS (UNLESS OTHERWISE NOTED). SEE SHEIT 2 Cu Lu
<br />12* 12- 31 _ ___�� 001400+. I I - *MO HEADER REQUIRED Z, (0) ANCHORS %QU BE INSTALLED FOLLOWING ALL Of THE REWMMENWTONS AND SPECIFICATIONS OF THE ANCHOR'S MANUrACTUREIL _E Cn 1p 40 a -
<br />N/A 44,.mrl 1 1 ALL ALUMINUM SkM METAL USED AT CLOSURES SHALL HA%1 3105-1114 ALLOY =
<br />N/A N/A N/A N/A N/A 12 I /V' 2' Comm) - 2, lope "I Y4*0-2w/4, V W, So" y - a PANELS MAY ALSO BE wsTAU.w HantroNTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON MGmN 1 TwNQUOm a (SHEETS 4 - .
<br />W I . SEPARNOOK " , I � -0 - U) <
<br />+68.0, -76.3 - - - - 70' OR LESS ' AL "I e I 01ROUGH %� EXCEPT THAT HCWASQ &O SHALL NOT RE USED.
<br />I N/A , 4 N/A * Ilr N/A J. (TOP) 2 - TO CLASS Xw/u - 4. ALL STEEL SHEET METAL PANELS SMALL HAVE STRIJI�TAIRAL QUALITY SIOL ASIA; 4-653 GRADE 80 MINIMUM. G-60 WAANUfEO
<br />I ". ,/,. - 4,2*t_".y.1 '. ; 9-V�Y,`- a IV cc 1 2 7/6' mm 9� IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCII WHERE SHUTTER IS TO BE
<br />. I "/^ I I To GUNS& YANG thif 0 , EVER, OVERLAP STEEL DESIGNATION W/FY� 921 km (An" PKILLED).
<br />12- 1 MIA I 12- N/A I 9 1/2- N/A 9 1/2- N/A 3, Isamu) EVERY v SEPARANGI- � AT HED 10 INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO COWft'rE. BLOCK OR WOW FRAME
<br />. - - . 11 11-1 I I/4-.-"I,II/`4- - TO CIAS.- 5. ALL SCREWS To BE STAINLESS SIM 304 OR 3t6 PjS1 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER VN BOTAC
<br />ML SCREW 4(4-0�24IW4' ILDINGS.
<br />12, MIA 1 12' N/A 1 12- 1 N/A 1 12, I 14A 1 4- (TOP) i - L, ,__.. -.1 � 211/16,4. V SCREW V 9 SOCIS W1 50 k.i YVELI� STRENGTH AND 00 k. TENSILE STRENGTH AND SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION
<br />t � - - " I
<br />- I - i = �= -_ - SEPARATION X, ju; I Y " 1 241 44.4. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. z 4. $, 5 AND ALTIANKMIES VVY. 3w & 4W ON
<br />12* 1 1. I t2' 9 112' IT* 1 12- 1 IT- 1 4' (BOTTOM) ___7 TO CIA%. EVERY OVIALAP SHEETS 4. S. 6 A, 7 RESPECTIVELY; SAALL, KAYE A LEGIBLE AND READILY VISIBLE MARK= INSTRUCTING OWNER OR TEMANT TO
<br />, 1 12- 1 1 0 " t:1 - EVERY OVERLAP 'A & BOLTS TO BE A5TM A-301 GALVANIZED STEEL OR Art 304 SERIES STAINLESS STUL� WITH 36 W MINIMUM YIELD 5VRVIGTH� SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />� I . � i i -. #
<br />* UAPIED TO SCO p..f. AS.D. OEM PRESSURE RATING. t I __J1_ LIE , ;f - t ___ I F1 g T ANC44ORS TO WALL SMALL HE AS FOULOW'-, 11. THE INSTALLATION CONTRACTOR IS TO MAIL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT "IN
<br />-
<br />- I I I I . THE BUILDING TO PREVENT WTNQ/RAJN NMUSFON
<br />I - �� . 11 I- 0%) 12_p30m9_i!zxuLC2Ip=
<br />A SIM SHEET 26 FOR MICHORS TYPE & SPIC* FOR INSTALLATIONS RIO WOOD + REQUIRES At.. DISTANCE DOW" BOTTOM OF PANEL ! T " �, -", -1 i � 13 ;:f I' 2 vuT p .9 - i/4-0 TAPCON ANCHOMI ,AS MANUFACTURED BY LTW' SOLDEX. INC. (Min, I'3192 p-) 12 STORM PANEL INSTALLATION SHALL COMPLY WON SPECS INDICATED IN THIS DRAWING PLUS ANY W-LtWW AND ZONNG REGUWPDNS t
<br />FRAME 91.111.014 �, -/21 -JI1r ; 0 , * I I - 1/0 0 . 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC PROVIDED BY THE JURISDICTION WHM POW IS APPLIED TO.
<br />MINIMUM ANCHOR SPAONOS AND MMUM EWE DIFIANDE ARE VOWED ON THE AND 0 to BE, J 11 I - I "
<br />-I Max. I I � 9 3 C-1 - ii/4"# . 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO 40 FROM INFORMA ON
<br />SMIEDUM FOR ED- LEW THAN MUM ON SO4MU REDUCE ANCHOR SPACING - - 1,1 I Q-1 T 1 miri. r-3000 P...L)
<br />BY MULTIPLYING SPACING GROWN ON SCREDULP BY THE IWAXWMI FACTORS. FOR I . . 13 (a) THIS PRODUCT EENOLATION DOCUMENT jP.EDj PREPARED BY THIS ENGINEER IS GENERIC A DOES NOT E T
<br />THIS OPVWMN To BE POIRIUM REDUCED SPACING CWA44ED USM FACTOR SH41 �!! -11 � I J , j - J14-10 PANELMATE FEMALE 10 & PANEIMATE PLUS ANCHORS. AS MANUFACTIURED BY ELCIO CONSTRUICTION PRODUCTS. FOR A WE SPECIFIC PROJECT; ,c WHERE THE WE CONDITIONS DEMATE FROM THE P.EQ
<br />NOT BE LESS TION MINN" SPAONO INDICATED MR EACH NICHOR TIM AT ___:r� J R i io I I - I - 1/4-0 ZAIAAC NAILIN ANCHORS. AS MANUFACTURED By DEWALL WC, (t,) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATICN INCII)ONG LIFE SAFETY OF THIS PRODUCT
<br />I - -1- 8F t_1 11 I I ""
<br />I
<br />ANC� Usma 2 - l I Slilz 41� MINIMUM EMBEDMENT OF JAPGON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR OM PANIUMATE AND BASED ON THIS P�E.O, PRO%4DED Of/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,
<br />/4'. 1 4*. ++ ROOM M.. DISTANCE pawaN BwTo I . 1 1'�4'1 -ANELMATE FT M CONSTRUCTION SAFETY AT 54M IS 114E CONTALACTOR'S RESPONSIBILITY
<br />___I_ �� C"A01 0 - - , -1 "'$ 1. __ 1 3/4- FOR ZAMAC NAUN ANCHORS,
<br />11 4 Of PAW �' 1_1
<br />2 ,/,
<br />Now TIPIE 7 ��', � , -
<br />I~ 19�14 I AND (2) To BE, 3/W . ��101 - __ a J ar_ � ;(4'W3n.- ",
<br />__ ) (c) THIS PROD= EVALUATION DOCUMENT WILL BE OONSIOEM INVALID IF Woc�FIFEI
<br />11 MWE IA BODO? - j%M11_11M�T-_,I.p+w/1�`-- ____A �1 ,�
<br />� mm" wtoom (I,) I A 1 2 1 � �, I , I ;I OUT OR I14-#-XNTf4' A,2) CALK -IN & SCUD -SET ANCHORS SMALL RE VARIEDOM 1/8" INTO THE POURED CONCWW_ 00 EMBEDMENT INTO
<br />- � ,
<br />- P;w - �1
<br />� , ,�,IA.l W��0.11�.11&*,& . �_Zj,2L1,;4;,.CUVNP STUCCO SK14), BE PERMITTETE, I11V 0-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOU;Lq STUCCO Exr.T. (d) SITE SPECIFIC PROJECTS SPALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />4 3 3 3 " g.';- -J/ - wet=lw DVCCO, AND MkY BE HEADED SCREWS OR ALL RE ED , M W/O HEAD. ENGINEER OF RECORD (E-G.R FOR ME PROJECT AND WHO WILL JOE RESPONSIBLE FOR 114E
<br />I It 41
<br />'"= , 1-11 OR 04 WOE _:: - - .. AND I' WHIMU MR WALL$ WITH so � TH -I'D SCR
<br />I, I 1p
<br />hom VA A 3 V/2 - 3,/2 4 - - ,�- . =.-n- - I �, w4mv MOM I* Moon, g�.-CIW/41 ms, w/ 7,,51#z/32, SUrf WON WING NUTS P QFIER USE OF THE PZQ &DINEEN OF RECORD� ACTING AS A DELEGATED E"NEER TO'THC
<br />fum g')"L. .
<br />_33 - I - I - ,� .G,,,(. Iftwum,113 7 _� 11,4k1.10 I 1��j., ' L:7,�'..- LAO GcOr. 0 AZ) IN CASE THAT PRECAST STONE� PRECAST CONCRETE PANELS, PAVER$. STUCCO OR WOW BOARDS BE FOUND ON THE P`F.D ENGINEER, SMALL SUBMITIO THIS LATTER THE SITE SPECIFIC OPAWNGS FOR REMOY.
<br />r
<br />I .!�� 0,
<br />X.w 11 , - I � I 'd pro,ga, !�� EXISTING WALL OR FLOOR, ANCHORS SMI RE LORD ENDUCI, TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, (4) THIS P.E.O. SHALL KAR THE DATE AND ORIGINAL SM AND SIGNAIUM Or 114E PROFESSIONAL
<br />- - - so . I'll, HAim"Na ,� t 2 \ MILIK. 0 OF PLATT: ANCHORAGE SMALL BE AS MENTIONED IN XII AND IN A.2)�
<br />Ir .-I � � , III IE mo . ENGINEER OF RECORD IMAT PROWED it,
<br />r ,A - I I= .10 go" 1/4--i ,- � � t � -,. - MmIX21WITIT R (8) m_0.qm_9_Cwj=.J%I.mAw_AN4__w1 14. SHUTTER MANUFACTUIRER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />3 Id, . - 'AA I'm - ..w - . � I PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.21 OF FLORIDA BUILDING CODE. ONE LA13EL
<br />t - I ALT%" - I 11 `,' '% BUIL5��ING - t/4, 9 TAPmN ANCHORS As MANUFACTURED BY I T W, quiLDEX. INC.
<br />I" � I SMALL BE PLACED FOR EVERY OPENING L48WNG TO COMPLY WITH SECTION 17092.3 OF THE .
<br />� r I �. - -1. - I.- 1-1- - 1/47 0 % 7/8* CALK -IN ANCHORS, AS M94UFACTWWO BY DEVAU. INC, FLORIDA EURDING CODE.
<br />am, �, � i .11 - -.1- - t/#"# X 3/4* SOW -SO ANC1,40IRS, AS DISTRIBUTED BY ALL PONT SCREW, SOLT & SPECIALTY CO
<br />"
<br />10111648IN" 1. INSEALATONS ARE ONLY VAUD FOR BU WITH ALSO, DES04 LOADS j ��<' INSTA m ALTERNATIVE VW - #14-10 PAREUMATE FDAALE ID AND PARELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSMULTION P %_0_*1 11,1111t,", ,
<br />0. SCALE 1/.,-I" ,
<br />,A,*�" A TJQ7 j I- TO .66.0, -75.3 OM AND PANEL'SUuw"G`TN UP TO 51-10*- SoUrHERN f- -� I" ... NAM MAY - 1/4- 0 ZAAAAC MUM ANCHORS. AS MANUFACTURED BY DEWALT. INC '0, . �z 7%
<br />N S[- � ,!"RMVE 3 W ok
<br />; .... . � k A-Tu -%ScALEI/r-I- .._ � . � # 4,
<br />10 `i� � , 2� TOP NEW wooc, ��M WOOD MEMBERS TO HE . I -, _1110 �, MI) MINIMUM EMBEDMENT OF TAPOON ANCHORS, MM PANELMATES AND ZAIAAC NAIUN ANCHOR. 0 N _'...�p,q,
<br />.11 1� - - % As F. � ... W�
<br />,0i*1`1,*�'rjEN8e_1:'%vp PINE w-, z W/ 0.55 OR EQUAL sqt, , .11ek- , \�r_ &,, . - FLORIDA BUILDING CODE (Mon Nigh Vol"Ity MIA lcone Zone)
<br />` � , . -, .. S,&"-. , -, EILOC� UNIT SHAILL -
<br />,,.,�.. - t � .- , ., �CEN BE 1 1/4 I ., ' ,IL m�. m r.,
<br />, , I z
<br />. " - FLORIDA BUILDING CODE (High Velocity Hu cone Zone)] , -1 . FLORIDA BUILDING CODE (High Velocity Hu I - n. za"01 - INTO THE CONCRETE BLOCK It - � I = .eMO
<br />z -_ -_ � . .. r., I -IN & SOUD-MT ANCHORS SMALL BE EMBEDDED 7/8 CONCRETE BLOCK U , ,,,, N4,44 67 2A GAGE GALVAIRUD STEEL STORM PANEL
<br />A .: No. 441al ; t t2m n3m WC. NOTE Ik 1 f No. .4m Ti4m INC. 9,2) CALK - - - I or� of
<br />, .., = 20 GAGE GALVANIZED STEEL STORM PANEL F1, W, ,I�_� 20 GAGE GALVANIZED STEEL STOW PANEL F.P. STUCCO SMALL BE FERMMEO� 1/4- e-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM 5 jLD to Dav, * . ' \
<br />z * '. * OR" r r
<br />= . � .TXAT TOP . Be * '. I .-- * -a mmw. m -- DAM
<br />I 1 __ or - AT - - AND I' MINIMUM FOR WALLS WIN NO STUCCO. 1 '.� STATE F I,- - I � GLOM PROTECTION PRODUCTS, LLC. - O`/`n"nP
<br />1,0'. S1 ;TE 0 '� �. ST53!7��IEFIH � 2M&DEP - / 11LIECOsuc
<br />1; _�O, 1 , _� � I I " 1� --"- STAT ' .. .&M &A" �I vow,
<br />�, ON PRODUCTS. LLC. "'A"Mee _ p - ()I- 61�_ - �_____ GLO ""'e""" - WML m 301,
<br />GLOBAL PROTECTI - am S " 8AL PROTECTION PRODUCTS, LM BZ) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STLOCID OR WOOD BOARDS BE FOU .... 0:
<br />- �, SOUND SUCH � a .1 " fomw IvemIsm-TV& ,�
<br />!& ,-.. - 4 ' - It" . - Ow � ""
<br />� um . cls� ANCHORAGE SMALL BE AS MENTPONED IN RAI AND IN 81), - ek-wooln - m -4- .
<br />- p PVCHE, IPI3 ALMINOM.TOP-111ADER XQQU_E&6WA --'I Mo
<br />I , , I � _� . PIWI" N,I
<br />-',. v'Y's/( IN- -"VI- - __ 20-1746 , iW CAMA R 3X5" 20-176 mquRvwE .
<br />"o';'t - w".1-0 FiF 3-F-17-T , TOP A, 00 MOUN samom __1 cm- 5 NO, 040-71KIL F�_ (VU)M-7" .. -1;,
<br />, - -- - '0,'� _" / 11LIECOINIC wa EXISTING WALL ANCHORS SMALL BE UNG ENOUGH TO REACH THE MAIN STRUCIUR9 1. - - � 20-175
<br />1 worier , Of I to ", $1 vtow I- i 11 7.1
<br />, , _Z_�_ � - �__ �_ � __7
<br />1 �^" 000m�, wuwma A� v*Y TO S,;�� WXJ& LIE COMINIU) IN ANY ��, �;�#�g I ORMIRIO .: "'ois 'N1*400" - - [=��
<br />- is Jk mculls `41Z,11.1111 A - - 'IF .4,.v;:-,.rvr5=_�-- I � I- mz I " I
<br />"N41 Num -,; -"..""". P411006? " + - � , ,/" IN I 41"�� - 3tk/s4.y,mr.%�7c M_F:� - - �__:_ _,mmuor" I
<br />� � J� ��il I 11 . . , .,nmC. I,; 11�*KWNI 1OR CLARTY 17 IN, 11�_ , I �_
<br />� I . =zi .W9 � � I � - - sww:m or go I I . , - I I
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<br />MAXIMUM A.S.D. OEM PRES .f.1 AND CO - * 2/4 1/4 3/4 4/5, 5/5 & 6/5 1 INST-A mi
<br />,
<br />COMPONENTS FOR MUM. LIFE SAFETY & E-Z HANG 5TORM PANEL SMEM5 MAXIMUM SIN PAN71 M LENGRI *0 SCHEDULL QNU FOR REGULAR STORM ANCHORS (SEE SCHEDULE ON tWiS, j�/% ,3W/7 BE 4W/7 _LLATION DMILS FOR REGULAR PANEL
<br />(SCALE 1/2-I-) PANELS INVA=911 IHM POU EQ QONCR9T__CQWJ=E BLOCK & WOOD (t) V VAX SHEETS 11, 10 &III -- ___r� MAIL INTO POURED CONCRETE OR QONCRETE BLOCK ST-RUCIURES I
<br />I' MIN _T - - - - - - - _[�___ ----------- WL 7
<br />---------- - , _15.126' (TOTAL WIDTH) ---------------- - SIM= FAMELSQ) JMMMUNED I I - �, I a � _w.N1.GmrK-91GR`T` LL CONCRETE BLOCK
<br />-----2.1Irr- - - 0,0 6 0 m/ 6 WING POURED
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<br />= I - i ORWIN &I DESIGN PRESSURE PAILNG (p.&* AND PANEL, LENGTHS =*� ARMIN 1M. COMBINED IN ANY WAY TO SUIT ANY _ '.. STATE OF ,.,, Z GRAIN ff".
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<br />E.D. - EDGE DISTANCE " BAL PROT COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) S A E �r � * !.� ,_ ��-, Z 11LIECO . DATE.
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