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<br />SCALE 3/8"-1'
<br />48
<br />SCALE 3/8*-I"
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAEM STORM PANEL 5YSTEM
<br />INIQ EXISTIM.G POURED CONCRETE OR -CO-NCREJE BLOCK STRUCTURE5
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<br />MIALLATION DETAILS FOR QPI1ON #2 FOR LIEAFM STORM PANELMSIN INSIALL0911, DETAILS EOR QF-TION J2 FOR UEE SAFETY STORM PANEL U5TEM GM& NOTM, •VAUD E-Z H" =ftLE&XL_M=U
<br />INTO EXISTING? WOOO ERIJUTURES Y� _ INIQ EXISTING WOOD STRUCTURES . 1, C-Z HANG STORM PANE) SHOWN ON TOS PRODUCT EVALUATION DOCUMENT (P.E,DJ HAS BEEN VERIFIED FOR COMPLIANCE IN BL I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AMD PANELMAIE FEMALE ID * PANCLUATIE PLUS INTO CONCHLft
<br />.1, - �' 1, ,� I � I I - � u ln� ` :j.:� �F • ' , - ACCORDANCE WITH THE 2020 MIS EDITION) OF THE FLORIDA BUILDING CODE, BLOCK %W- R I I/O I ",
<br />I .� " f '-, it, I - - 1, , I I ", 1� "
<br />I �T ' I I 17- - � 11 ,Ij - " -_ il�i
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<br />� - L ��j � I �'- - DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED COM tL2) MINIMUM EMBEDW04T /4"d R 7/6' CALL -IN ARCH SHALL BE 15 7/0- U(M CONCRETE �, I ,/ I ._ I . L � - -1 or, I , Wi 'L fl U I I ' 1•, '' FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHLITTIERS WILL BE pLEIALUE1 NO EMBEDMENT INTO ANY FINISH MATERIAL SX41 BE PERMITTED. C"L
<br />'
<br />J� I 11 , � - "r f, A.
<br />. , � �, �11 .,_900,0 HEADER 1, I" `` " �;__ FOR A DINfCTIONALRY FAGVR (I AND I'll I � �', i " - ,� I 14 w OR �-" '_ .1 � _-, _7 ,� 0) m,
<br />I _� O�IgAD
<br />, I � , , � '951" , I _,� 4 a , IV i I EXCEED III MAXIMUM 1/4" 0-" SS SIDEWALK BOLTS USED SHALL BE LAND IlIUCH(SROULD MY FINISH ATERIAL EXIST) TO , �
<br />: , ,� .1 L ,�, ...WOOD
<br />��,- 1- -1 I ;A L, -"
<br />- _ �T: ..4' L
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<br />1, " , , , - , 1,4 � � .����. � DESIGN PRESSURE RATINCS MACAIED, CIO SHEETS 25 A 26.
<br />I , 1. , I , I ��, - I - �_ 11 , , , . "I ", i e i � _,_ I COR 04AM 3/4' IWO ANCHOR& C, - . I I I P.G.IULTIMATE DESIGN WIND LOADS DIETERMINCIP PER A$CE 7-115
<br />. ED I I III I �,�, ,., I � . I I /if I w�- IN ORDER TO VERIFY THE ABOVE. CONEXTIQNI� UL
<br />, , L I if, " SHALL BE FIRST REDUCED TO A.Sff DES" ORD LDAO$.eY MULTIPLYING THEM BY O6 114 ORDER TO 8.3) IN CASE THAT "MAST SIGNE, OR PRECAST CONCRETE PANELS BE FOUNO ON THE EXISTING WALL,
<br />I � I i � 11 11 'L ji, ,% , I 1, I
<br />,� "I . 77 �, �, / PENETRATION AT WOOD•� � 111-
<br />11 �( I w L, 'O - I A ' , 1/4'. TAPCON 0 e* O.C.Or. �1 , - I - Id , 1 t , ! I If MIN. THREADED
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<br />� 11 � , I - - - - - " `� 11 01 PENETRATION 'ITT" t Ell. AloiP , I . 1O, "I , HEADER I ( !2_i �
<br />I , � ,� �, ! _ I � 1i HEADER I K! TO COMPARE THESE W/ MAX. CKSO) DES" PRESSURE RATINGS INDICATED ON SHEETS 25 & .
<br />iX HEADER �, �, � � WADER 1 ,� I I - � HEADER I I I I HEADER � , 11� � 11,I , 26 ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE B�HINGV-SUGN PARCUS. ANCHORAGE w 'Z2
<br />�� - 2 , , " � , I I � �� I 1� ", / " iii . SHALL BE AS MENTIONED IN ELI) AND IN 8.2)� :w LLA
<br />, , I - , � , I ml�c RE INCREASE
<br />�., . , I , W , I �� - I �� 1, , ; , . , I � :N ORDER To VERIFY THAT COMPONENTS AND "I -"ORS ON THIS P.E.D. AS TESTED WERE NOT OVER ST SSED, A = INCR -A C� 'r- =
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<br />I " "A L I , � , XTERMNED IN ACCORDANCE WITH N.D.S_ 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S - Lt: =
<br />. . I I / L I . , I , L " ...... - -� , 1 6 � "I I - --IT' .1 , I 4q� T � 1 I � �,� I , �. -I MANUFACTURM 3 D-1
<br />. �t r i � 1/4- 11 � i �,, 4 I , 1/4' N ALLOWABLE STRESS FOR WIND LOADS WAS 9LT USED IN THEIR ANALYSIS, FASTENERS SPACING TO W= HAS SEEN 00 I � 2. 'L j , I I LL - ` � - - - -1 WOOD HEADER 4 � WwO
<br />'I I I , I LU C-Q L ,� I i '_ . . L I __ __ �` - - REW HEADER-- -� � : L, 0
<br />� p : , 2 uh . I REDURED i L RED ' 'ONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF -THE STRUCTURE VO4ERE SHUTTER
<br />i A i ." ., . ,�2 j'r , " S70RM PANEL'S ADEQUACY FOR IMPACT A640 FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C-)
<br />� � : . �� - , I - r LLL I � f I i �, , , i I I THE ABOVE MENTIONED CODE AS PER FENESMA110H TESTING 6WRATORY� INC REPORT 1 2032, AS PROTOCOLS TAS-201. 11 IT SHALL BE THE REST = = ><
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<br />, � ; . - a . 11 . O ---- 11, . . L I . "I ------ 7 � 4 � -_ ! TAS-202 AND TAS-203. IS TO K ATTACHED TO INSURE PROPER ANCHORAGE. TH13 SHUTTER SHAU, ONLY K ATTACHED TO CONCRETE BLOCK -
<br />1. I CONT. I I - ! CONT j "I .. C_ . �, - - � I : qN,. .� , ! DWI. I I � Cohff� OR WOOD FRAME BUILDINICS, th CC = -
<br />t � "I ! ; [` , ; � I � Z THIS SYSTEM KA`.S BEEN DESIGNED TO ME INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSIRG *HE OPENM� FROM THE .7
<br />.�, I r ,L ! I , 1 : , U t-I I � ,�. ! q --- 1, i , L INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS (n "2 g 3
<br />__ � ,j) L i � ( - 0 FROM THE INSIDE OF STRUCTURE- --WANG 10 PREVENT WINDIRAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
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<br />I *1" i i � I � 3. SERIES 1000 ThISTAILLATON IS APPVCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REOUREU TO BE 3: 2 CIA
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<br />I I (SEE NOTE ; 91n" ,q) � I � ON SHEET 15) 1 1 I 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OPAW04C MUS &Vf BUILDING AND ZONING .- E - =
<br />BELOW) (SEE NOTE! I aELOW) I , 'o M_ I i i = � . REGULATIONS PROIAOEO BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />I - SLA-11" i I PANEL LENGTH .".VTRW I i I ! MEL LENGTH 1 uIn' W�YLR r : 4. SERIES 2000 INSTALLATION 5 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIZON'fAt, SILVERS STYLE WINDOWS WHEN =
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<br />GLASS -4- 1 vouss ! �, - ,I ISLE NOW I BROW) M aUes I I -.11 4 (SEE NOTE I BELOW) � TO RAS : f PANEL LENGTH - ___ INSTALLATION IS REQUIRED TO W PERMRMW FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS " DOONS, M, E - Z RANG STORM PANEL SYSTEM,Y IS PATENT PIENUM.
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<br />1 � i --- ---- �+,_ I �, ,- � '' L_ -, � S. ALL ALUMINUM EXTRUSIONS 70 BE 6003-16 ALLOY AND TEMPER, (UNLESS OTHERWISE. NOTED) 15. (a) THIS PRODUCT DOCUMENT (PE.D.) PREPARED BY THIS ENGINE , AND DOES NOT PRCMDE
<br />1. 1 1 �� I f I ; . INFORMATION FOR A SITE SPECIFIC- PROJECT; Le, WHERE 114L SITE CONDITIONS DEVIATE FROM THE P-E.D
<br />I L I I 'IV/, I I . I I I � j 11" I I ;! I L. - �, r " � '%2 � '9 C,1' I 8� ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-H14 ALLOY. - .
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<br />, _ _ L I 11 '. - ,,�: - , fL-',, 1- L' 1, . I __'�' ,. , :L �e --- -_ �� - _ ,� ; (0) CONTRACTOR TO BE RESWINSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION ANCLUD,ND LIFE SAFETY or . �
<br />- I � : I : ! . '7. A" STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QvAUT`Y STEEL. ASIM A-053 ORW M Min,, GALVANIZED STEEL THIS PRODUCT BASED ON THIS p1z, PROVIDED HE/SHE Does, NOT MWT4 FROM TITHE CONDITIONS MNLEB ON =,. =w •T >,
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<br />I 1*4 I i., --f-, ____! , I �`, ! i I ; I THIS DOCUMENT, CONSTRUCTION SAFETY At SITE IS THE CONTRACTOR'S RESPONSIBILITY, C41 Q. -0
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<br />I I I : I ft � � I � � __ ,-,-- 2 "'Il- - : (4) SITE SPECIFIC PROJECTS SHALL Of PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL - Cj
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<br />1 (3 � . I V.- - _! A - 0 � a. i i I S�. DOLTS TO BE ASTIA A-307 GALvAA4?EO STEEL. OR AISt 304 SERIES STAIN S STEEL WITH 36 *.i MINIVLAI YIELD STRENGTH.
<br />, . I q T L I � i � (3 a)
<br />, �., - I � - I - i i - - _-LEGATED 04GINEER TO THE PS-0. ENGINEER, SHALL -
<br />M77__ � I , ; 7 : : 0 1 f IO ANCHORS 10 WALL SHAL-I BE AS FOUOWS,- SUBMIT M THIS LA Mi THE SITE SPECIFIC DRAWINGS FOR REVIEW
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<br />- . I I I - : i . 'I- __ �'�/ 4'S � U-s W/ I - ,_-� __- -__��, - - # 14- 10 PAKU%TE FEMALE to 4, PANELMAn PLUS ANCHORS, AS MANOTACYLIR BY ELCO COM_ _ KIR MDUM ACCORDANCE WITT SECTION 1709.9.-A OF FLORIDA BUILDING CODE, ONE LAM SHALL BE PLACED FOR EVERY OPENING.
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<br />.. OF PLATE OF PLATE I ��,_ ±ffjg;�r PLATE � 4. L - �! � 1! � 114-10 FANELMAIE PLUS I
<br />-L , I _ � -10 PANELIANTE f'A _ � J' ., I [ L � I /a
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<br />'Nffig= "A SCALE �1/6--L- ALLAM FLOOR, ANCHORS SHALL BE LOWC ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANIES, ARCHORACTE SHALL jo#�--` X
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<br />QQMPONENT5 FQR SEWS 2000 46c 1000 E-Z HAN9 STORM PANELS X/24 *f(�l , 1 2./I=,. 1g), (D IMIAUA11ON FOR 5ERIES 2009 AND 1000 E-Z HANG STORM
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<br />I I ;,n;F-,, ., . . !, Y MIL - -_ NOTE 2� 4 BULCM , 'A _wIAIuwr. ; (Z) .� I
<br />GRADE 60 MINIMUM . �f - t I 1,I. � I I - i I ,_; - - I - - --- -, U)
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<br />}se*
<br />I I "IT, I. 11 I 81UM I I i i I J E, ` 117111 1 " " i 50
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<br /> __ f i - "I-16. I 1�elkl 1. I ! , z � I 1.1 . + i I _T i � .-I zv'r �. w i - ____ , . I ; __� I
<br />-I,1S0-_f 13" 1114, I . -- -v- --I- I I -
<br />" L_/,`\ '�---2.470" �� _f 11 1 ___0 I 1 � %'r (D ; , .�-�;s
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<br />, I V4-.VNj14- Ms, Wj ! i Ani
<br />' T Q� . I I i y 1.11 i I F.
<br />.1101ill. � - L � 1 __(�) !,,, ___@
<br />, i � i , 1-6=1NONRES � i , 4A N �,L* -7-- I -+-#
<br />i , _1�14L`._ 4ax G--W GALv. I I I IZT11-4, ! ,,Ifo,7 , I i I i � i
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<br />I _!__ IIE , , I , 5 � ___0 .1 -4--i
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<br />2.00--.24�;L,W " __�,,,� ��_,,�, , - - - ,, ': �,,� , __, ,,,
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<br />I �7,� " -j-
<br />--- 2470' - i I _ - E.
<br />i it I": - --- I ,
<br />(j) STORM PANE I ... I 'L __1 , 1i -1-11-j , � A , - I T-111- 1, t T - , , - - , � - - - _V_ ,_.� 4 - - - -, =3 > [ - - L, I I. - - - ' L .- 40 R -V I 11 i T1,11''.1 7 - � "Tr-j-", 1� � I 1i 1-11 I I �
<br />-I- 71ti ;I , � ,I I a
<br />i I 111 'I I i 5 I � � , - i 0
<br />1 ... I r I i V i I F111H H H M I I I I T T17T I I , I ;
<br />I
<br />�
<br />14, - I I I I I i I I I'll! I I ! I 1A, 4, , I I I i I 0 : I
<br />� (2) REVERSED 'h* TRACK � ,.' 111-L* 1,H I i 11 I , I I I - it I i I "
<br />"(�) wmm=� 4iii4l 1. 9 4-11� � SME SN'Ib" a
<br />I •
<br />J-�__ I - " I -11, - 0 1 -1 I I i
<br />, ,. � ON =W I 5
<br />.�s__,_rr., - I n I 'N SCHEDW
<br />I 1-2QW4. 09 MI, %IErf 25
<br />I- -6--i ----4 : _4111 - A,, T ur rMRWTE gyp�) [- mu� I 11 v. - I L !m mr.- ' , .11 0 �- "' Y��.7,
<br />.._1 - . � f � 'SEE NOTE 4 BELOW , - 3 1 tz== ___11 =-'!J- - - S."ARKTOY I Ir I 0-
<br />I
<br />_1 I L - - I � �w - TO OtAM , I Zllrtw. .
<br />WI 42MMED CODE. - I I - 750* L- - � __ I t/r� \-� j-,=U&g-f- I I I I Fww - DOR ov9pw
<br />INA�-ENDAt =m r_1=,_, •, " I � MR - - 1 T= 4 .
<br />1___' � . yl: ----,=-.? tvmn..- 1', z MAY BE WrATTD' I AIr i off 9 I 90-9. M � I 0-
<br />I , ,,,,, . ,,, , I .1 , - gav I CAR, avow 70' . 'i% /I
<br />A02- __�� - -4 - 1 i"i ':SEE NOTE
<br />�, , ..FOR ©W/
<br />OR WIOQ.Q) - - -- T .. 'ANEIS -IS* ! I I aw ORTAM ; � 9 9 I I ,:r L' _ . - '. I I SiTo BE INSTALLED At I --' D'ER � I
<br />IYPICAL ELEMI OPENING %up.
<br />/ ON FOR- 1* REAM RANWDLE TO F INTENDED TO BE INSTALLED FROM f I I _'.. _ -
<br />- EACH
<br />� " , U)
<br />, - 'a, � D. 11 OPENM S ALWAYS BE F=TLW/ _;� I 1 a :
<br />��:!�'�',�" L - - -, ,"_'�� __G-CE` "' "" - .� REAR HANDLE TO FAM"'TE OR i z I - I I ! <
<br />,_
<br />�� . I.
<br />� t FS 2QQQ MANE 4�1 WENLATA/ I TYPICAL EIXYATIQN FOR I -, C 1411"L - --- - --- - I
<br />� , I IF INTENDED TO BE M-0 - g 1 �j I" - L J!
<br />MDE OF STRUCTURE INWE.OF STRUCTURE. . f _p_j
<br />?_,: E-Z HANG STORM eANEL T, SYSTEM E-Z HANG SM.R � � i I i ;,! ---L,\ I i
<br />// -1 - -,�___�,___,_��__ 111!� iv Swu IlSe - I- i SCALE: 3/1'r . I* --- .. .__4 '.. L 0 1 4 IT -_ - I -
<br />li�ww , - ; - '. 1 1/4- I i I - I I _T____T_T �,
<br />It ;
<br />�/I __ - I- . �� � 3.7 f- - , 1 -,/A- uu, w I" I- .Ap I/., w_ W ! EM I I : N If .� :: I " I � 11 .1 I 0
<br />op -A K.- BAP--j-- I ! I Pill p ;, : 'I I 4 �1/1 `TFIVI.�;� " 1 J d i a) % : ./--,\ 7 _\ 7 9 .Jr ,- I 1, 19 1. . I I I �, (r. 3* _J � � ; t " ' =
<br />2,00a' \_/_L'S.��l N�/ \-/ \-/I \--/- . � -
<br />ISOMETRIC VIEW MAIL I 1 �-,���,�,',I,'��-.''4, L ]I C -0
<br />ROUNDED CORNER 0 ENDS OF PANEL'S � 1____4 i 11 i . 1. 1.
<br />125.750. ! I I T' �� I I I0,
<br />,�
<br />W� 0 � - I . 11 -
<br />�
<br />I END UP W/ HEMMED EDGE i I L-----,I ,1. ,�$M :�; 17-M&L"_ 47 IM-A& ToN ;=!ETE ./ -� , 'Ir_j i W_ I -- -1- . I '_ I � 0
<br />,�� I � 7- -1 i -1
<br />I
<br />I � 2,000' 01 � (V-, (3) W/ OR - @ . (2) �� -'- I I I , � I
<br />IL L I i I :�, li ,"', I 31' -
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<br />e, I ___ C -
<br />Qq,T.S)M 1.I.._...) Ll - bpw I Anr � * ; 4-1- _1�` _1 _ - "
<br />�4 HANG 0 . , I --- 111 I I -,T ��` �.?"��,` I - .11 ,, _ � M
<br />0 0) G�4MEL12110: t - Z STOMA PANEL SYSTEM CONSISTING OF PANEL . I I I .. L 11 .., '. - -, -, '. 1, � I
<br />ell,; -, , -- 5' M.Y.-', - , " _' 1, I , �p Lt @Iw I ,",.- us I �
<br />lq=_ TRACKS AT TOP & PANELMATE PLUS OR 15' LOW " �, I I � qoy
<br />-
<br />somm W/ PARIEU �', 0 us "" =M , I_ � ,- W, ALA --- -- 0-
<br />�, I ' !_ ___LL1 1 L-4 1 ", in on ,/4 1
<br />1 � M
<br />(1), 2EE"T=_OE_SEWM2gg#,L E - 2 MIND STORM PANEL SYSTEM CONSISTING OF PANEL , (rAll' LATE% f-I I I w , Im E t WV6 " am i - -- Wv on ,/4 .. � ,wt;
<br />Cont, TRACXS7OP & W1701A. (2)� C-40 PANELS SHALL ALWAYS BE CONNECTED TO p , � wa OR 4A�_ I DO ED 139L." � 1•1
<br />We PARELMATES OR IF �� ,,-; um, , " V
<br />(TRe
<br />�) -I= 1, I -
<br />(2) (ED PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERIMSE A STOP BAR OSE ,r4xw SILL WALL BY MEANS Of I � um� - (�) wp 7 #A.H,= T 2"Xiam A D INI;� I Ws / "I i f"I ��,=--�
<br />" - - SK45, BE CaNaiii� To �A_ L- TRACK AT "M, END PAR" - ! ,,, - � I am 11 w 0 a)
<br />a, � ".�
<br />WING NUT 09 I S - �kD'/JrQIEPT AS 0,, SHM 11 i - ` --r ---/ � 1 6 . Ir.c
<br />("I 98AU, BE PROVIDED .AT TOP OF SUCH PANELS L = -, �
<br />Min. U=WA TAPPED -1 I. - _. 0. 0MONW) 6061-T6 Alum. ALLOY '# RE 00111% 10n�11��SHA CONSIST or DESCRIED ON I OLD 1 WALL AND DIREa MOUfMNQ INIST� . wu M)
<br />IF DID PANELS A 4', OW). Cn
<br />-, I- 125" M.B.W/ /Bp U . , OL D2 - �F �
<br />� , 1/4 2We ..V .n THUMBSCREW (3). FOR CASES WHEN END PANELS ARE
<br />IWO TAPPED
<br />I;
<br />I - r AP BOTTOM TRACK LOCATION E11414' OF TWO &e LO,,, WALL_ MOAMTWq I - Flom TO CEWNG MOUNTING INST, BUILD -DENT M INST. CIO STOP am SEC310H I , �
<br />I PROMDED At TO OF ,Y/0�, A,Tj i q) AT I __ 0
<br />EXTERIOR FLAT FLANGES OF END PANEL END PANELS ARE NOT b WMF "
<br />SEC1iCLN 3' SECTION 4'
<br />(4). IN CASE THAI END PANELS ARE NOT CONNECTED TO BOTTOM =11M BUT
<br />_._...j_.1`f
<br />IS ONLY TRACK (I... A STOP BAR SCALE 3/4-1, 1 � _'��I [ MMIL
<br />p (4). FOR INSTALLATIONS WHEN IENOPPANELS AND SOME INTERIOR PANELS ARE DIRECTLY - L SCALE 3/8- ca I 1 _2 0.001 USED '= TOM TRICK MOUNTED TO ; ..F 1.1%.--.� OR .I &.1% " I -- USIN. SPECS 1. 4 Al LEAST
<br />T(*30) ApW4NV'L'S INSKSAULLCHBECACSOENtiCC.)NTNEEDC?r[OONSOOF PANELS R TBOTT.- - TRACK
<br />SEE ' IWO.10005 FM
<br />I Vow RWS ir TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION . WALL AT ' " ��jk A, �J,Q �&�
<br />I __ MAY BE USED KZX:AT f UW ""'IRNRINIAL44.
<br />6 1 i �- ') SEE SECTION 1'. 3' a -' ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 25. W/ TWO PA14ELMATES F NG SHOWN ON EIVATION AND W1 - 4 1 __ Fk WPAW..k or -r - F�- - ,01' /I
<br />a .7 I ,
<br />AT
<br />7 I ,
<br />�gw Al r/4,> ,
<br />R I ........... Min, EDGE C.1STAANG%;0R MIS V g,� rA, ,
<br />� I p". . ,, HAR .1 - I NOT NEED TALLIED �GEN��-.��I-S
<br />"
<br />0 750' 1 "I',. cryp.) ..*`%.AEN 11 001011114HIR, ,� CA 9 QK_ -:R I '.r- � . e .. V * ... *** , � LIJ
<br />i 1 -4 - .1 ,!�%!,SiN 0 : !Ito% �tECJHI as '11-3 = I OF L L HAVE =3
<br />P N R THAT ADJACENT PAN (I I LEFT . MINT SIM OF PANE ) - -
<br />�!. A •.: i& I 11 OVERLAPS RETAINED By a I � - rz, -,dk ._______ I Je �t` ,�
<br />I : ., _. - . S : I NO. 44167
<br />- I : IN = CODE (High Velocity H '. 10 -.I,- . i __ 0 = * : , M
<br />L_ _j 0.44167 t z XtEN , - - I
<br />I i � L_ = *: - . T FLORIDA BUILDING ur Done Zan.) , S FLORIDA BUILDING {Hi Velocity HU cons Zone) - - TQP& . cAN BE 2 . FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />I 1 --I a . - - . I � z •
<br />. . Ad= num � COWMED . ANY WAYTO Sw - .
<br />.
<br />__ . - FA ; ' FP. WErALLIT(W. -a'. STATE OF .*'
<br />__ %1..,. -' ATE OF . ___ 20 GAGE GALVANIZED STEEL STORM PANEL = ,4 167 -, 1 20 GAGE GALVANIZED STEEL STORM PANEL 'x 20 WE GALVANIZED STEEL STORM PANEL a F.P.rp
<br />i �750 - . �" RLTEM � I Al J . . z A=) qvnco. �
<br />-3, M OR0,ft 6,, - . * - Divaw ev, �� RARR 8, z
<br />..
<br />, ql/w�""Q-_- --_,,-�, �r--q--_--r-- DEML I L-L-1 F"--- -o -,v_-CS_1 1� ITY/n/lovI
<br />- / � GLOBAL PROTECTION LLCI AM S ` STAI OF �rc - GLOBAL PROTECTION PRODUCTS. TLC, ' ECTION PRODUCTS, LEG, ART-
<br />- �.11. , - - -2, �> ILTECO DATE, qc,AILL� I/r . I* Me" � 11LIECOme GLOBAL z
<br />INA w, Z71 LIE 0.14,; ow siv. 51 STREET 1�1 - Rule SA $1 STROV L-E _j .00 sx. In MEET
<br />11, LONG il,Z -W"";,� RD CC Y cAue- `L 3VII. . - .. - r, , ,
<br />T 3"Mn W.M. ANGLE T MP me - CTION PRODUCTS. .., \ -
<br />::_ - P%Q� I 20-17 - - !1�vtj^ AIY DAME;
<br />... C, ,M,4, An-sw 20-176
<br />X _`-,-f,f%,�,,2,1�415- " -1.1 , I A"I"
<br />IN11.4 A0 DA,w n- = ,t ,� 6
<br />,i5Y E.Owrow" cou,'AW, , -
<br />viaknuk. "a, 20-176 WIM-ISRI. PA0. 0d4)MvY`n Row (w9ft-16 <
<br />8.�-T!I Mum, ALLOY / 'I- �L. In-, , (OURMA-72I.51 r� (W)DO-em , " `W`* Vw_ - aI, (M.
<br />oo , A�EIV .1-1 .1 - 1:r=*wJ11-
<br />_. -*- 1-.R- DR-VN MA, 0, -I - I - fiw� �
<br />- - --r- I - I - ORMW ,�, . ck-0owt1l - CA- 19 - -1 _j
<br />SIALISNA-ARMALATE CA-0006719 -A. - I . 111111;A=1 Novi: S1%LeNQNuI.FK,AMIr P _11:� At
<br />I . , f 7 � 1 vim v or , N wv".&P, ,,� "C' . - PE SEAL�ruw;)WE �
<br />PS ,� f . Wtw � 0 JAM 4�� 7 I zz��ANINT,21 or 2S 1
<br />- I - P11 -_ I na
<br />= aj Ili, 21 I % I - - --- -_ ---A I .�� A Ml .
<br />I I I
<br />SHEET NO.
<br />S H 1.2
<br />
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