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<br />I C-Z HANG STORM PANEL SHOWN ON INKS PRODUCT EVALUATION DOCUMENT fP1.0.) HAS BEEN VERIFIED FOR COMPU04CE IN EIA) MINIMUM EMBEDMENT OF TAPCON AW-40RS AND PANELUATE FEMALE TO & PANELMATE PLUS INTO CONCRETE
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<br />ACCORDANCE WITH FILE 2020 (701 EDTRON) OF IRE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />DESIC WIND LOADS SHALL ME RE-, EIRMINED AS PER 55C74ON 1520 OF THE ABOVE MENTONED COD 87) MINIMUM EMBEDMENT OF 114-0 X 7/8' CALK -IN ANCHORS SHALL HE IS 7/8' INTO CONCRM
<br />FOR A WIND SPEED AS REQUIRIED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSILAL% A00 NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERNITYCE,
<br />ITOR A OIRECTIONALRY FACTOR ATJ�OZ5. USING ASCE 7-1 6 AND SKkU #401 EXCEED THE M4XIMLIA W5,11) 1/4' O-RO % SLDIEWAU( BOLTS USED SHALL BE LONG ENCTURN(SHOULD ANY FINISH MATCHIAL EXIST) To
<br />DESIGN PRESSURE RATINGS INDICATED ON SHIECTS 2� & 26, IDNGA� Z/41 Iwo ANCHORS.
<br />IN ORDER TO VERITY T14E APOVE CDARITION, ULTIMATE DESIGN WtND LOAD, DETERMINED PER ASCt 7-16
<br />SHALL BE FIRST REDUCED To A�S.D� DES" WIND LOADS By MULLMPLYWO THEM BY 0.6 IN OR_�&R TO ET3) IN CASE 114AT PRECAST STONE, OR PRECAST CONCRETE PANELS K FOUND ON THE EXPSING WALL,
<br />TO COMPARE THESE W1 MAN. (A,S,O) DESIGN PRIMURE RATINGS INDIWED ON SHEEIS 25 & 26. ANCHORS 144ALL BE LONG MUG14 TO REACH THE MOAN STRUCrURt BEHIND SUCH PANELS. ANCRORACE
<br />SHALL ME AS MIERPONED IN 3.1) AND IN 9.2).
<br />IN ORDER TO VERIFY IPAI COMPONENTS AND ANCHORS ON THIS P.E.0- AS TIE�-ITED WERE NOT, OVER SMESSED, A 33% INCREASE
<br />IN ALiMAKE STRESS FOR WIND LOAD'S WAR BP-T USED IN THEM ANALYSIS FASTENERS SPACING To VICTOR HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.O.S, 7015- (C) ANCH HIS SHALL BE IN67ALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
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<br />�� 114TS SYSTEM HAS SUN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING IHE OPENING FROM THE OR WOOD FRAME BUILDINGS
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<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULX AND SEAL SHUTTER TRACKS AL. AROUND FULL
<br />3. SERIES IDOO INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN WSTAILATION IS REQUIRED IQ BE LENGTH.
<br />PERrORMLED FROM THt INSTOL Or STRUCTUFT 11 STORM PA14EL INSIALIAMON SHALL COMPLY WITH SPEC$ INDICATED IN THIS MINING PLUS ANY B0119I AND IGNING
<br />4. SERIES 2000 INSTALLATION 15 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORUORTAt SLUM STYLE WiNTOWS WHCN REGULATIONS PROVIDED Vrf 7HE JURISDICTICLIN WHERE PERMIT IS APPLIED TO,
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<br />5. ALL ALUMINUM EXTRUSIONS -TO FIE 60153-TS ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 15� (a) THIS PRODUCT EVALUATION DOCOMENT (RE.D.) PREPARED BY THIVS ENGINEER C- MQVC AND DOES NOT PROVIDE
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<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE JiG5-HjA ALUOY�
<br />ib) CONTRACTOR ,TO ME RESPONSMLE FOR THE SLILCCTLOIN, PURCHASE AND INSTALiA-poN INCLUDING LIFE SAFETY OF
<br />7, All STEEI SHEET METAL PANELS SHALL -AVE STRUCTLIRAIL QUAUTY STEEL. ASTU A-653 GRAO!L 50 MOT,, CAL"QED MEA, THIS PRODUCT ,BASED ON IRS PE.Q� PROVIDED HC/SHIE DOE5 Nor DEVIATE FROM THE CONDITIONS DEIAJLED ON
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<br />& A3,1- SCREWS TO BE STAINLESS STEEL 304 OR 316 AIT, SERIFS OR CORROSION RESIS,ANT COATED CAJOBON STEEL AS PER DIN (t) THIS PRODUCT EVALUATION DOCUMENT WILL ELE CONSIDEFLED LNVAIJO IF M.00HIED,
<br />500 1 8 W/ 50 k.� YEID STRENGTH AND 90 W, TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA EIUILV44G CODE SECTION 2411-3.3,4
<br />(d) SITE SPECIFIC PR09CTS SHALL BE PREPARED BY A FLORIDA REGSIFRED ENGINEER OR AHCHItECT WHICH *LL
<br />9- BOLTS TO BE AS7A1 A -UT QkVANIZED 3TEFL� OR AS 304 SERIES STAINLESS STEEL, WITH 36 km MINIMUM YIELD MERV" BECOME THE ;!tT!ERG���) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE 'OR THE PROPER
<br />U 17 OF TH ACTING AS A DELEGATED ONGINECR TO THE P-CD ENGINEER, SHALL
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<br />(6) THIS P LD. S4&_1 WAR THE DATE AND ORIGINA-_ SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
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<br />_ ;14- to PANEL RED C FST C I -ON IS le STORM PANEL MANUFACTURER'S LABa SHAU BE LOCATED ON A READILY V15191.1, LOCATION AT STORM PANEL IN
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<br />-1 I . - I.Ii-&-i L 4 �, �[ I . I ,� i 1, 1, I ii4l 1411 I ,'I I SUMOMIKIN 1 . I I I I 1 -.. mww , j 0-
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<br />Pxn� 5 Dw LA, , I III- , I fIr , I 14 ! I , ON SHEILL, . $0w. -OR Mh zv- I ! --- R
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<br />. - .- L4 SEE SECTIOM5 0. SHEET 25 , wi" , I ..... I 16 GLASS, I To 01A% 1 70 OLASZ, �/.=/ h � .
<br />w/ I4144ii-ma - -1. I - - .2-50* 1 __ A[ DON /2* 9 Off' 8 : is I I - 0-
<br />11�1 Ilag" PANELS EVER" ol"LAP I ,,,
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<br />_. .8, I n PANEL 0 IQ F I I - : __ L_ "AN' o"'PA" (n
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<br />/. �- - - i TYPICAL ELEYA ErWILOK I � j 11
<br />OR S 10 =9 REAR HANDLE TO FACUTATE TYPICAL ELEVATIQN EQR SE jES 1 IF INTENDED TO 9 ! - - .--- - 4*-.--,, � I I :
<br />- I i ;F WITNOED to BE "NSLAI FROM 1 -� � I ... �_ I V - I �,�
<br /><, :�'�,-�� ANEL 'ISIDE OF STRLVURL I I � I I ! I I -1--a
<br />.- _,,-��- . 12!: - R -Z HAN13 4 - _:��_ --- ..
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<br />RMNIDED COR ER 0 ENDS OF PANEL'S i " 125' -, 1 (57 a-<- (1) v - — @ - 0 �1� Q)r, 41 � � __ . i !L 1. ON,L __ L C— -0
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<br />� (1), ; E - Z HANG -STORM PANEL SYSTEM CONSISTING OF PANEL � T ,� XURela, I ,--. I ; I �1� L I I �-� � I ��� =L/ , , -1 __J 1
<br />-, O.E.- I ell,05 - 5' M..- . - NOTES __ ---I ,- .I I I 1-11 - I I -, '. - _� ,/V_2a.jzM..
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<br />TRACKS AT TOP & PANUMAIE KUS OR Ir LONG I_ - i : -
<br />, v ; _.ee, MIN -1, 45 .P1,
<br />(rAt ��_ [ I , i 'I1.1_,2=`,.z : 1, F-41I _� � , It :::. � � Ifte, MR . M 0-
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<br />CINYI, TRACKS TOP & FICTION, (2). END PANELS SHALL AIWAYS CIED KC SILL WALL BY MEANS OF - `lL I /., �, LL 2 I;, _` =Itf� -, 0
<br />IAe (�) 2"x5'(MatJ ALUM,_AN= (1) QEnbnQN,X_1EffiE5_=� E - 2 W04 STORM PANEL SYSTEM CONSISTING OF PANEL � PM*AWTEE OR, IF USED , BOTTOM W/ PANELMATES. , ", I �L � � tl�M,Zav 0 V, $;11__r1A__,__ I I 1, L�_. - - 1 AeANILD - ,
<br />(�) _� (�) Mu'' L/,Vv,m " FT , , FT TRACK AT �ICTTOKJND PANELS I 1, .L- . I ; -1 11 � '. �5
<br />,,, (2) (FO PANELS SFALL ALWAYS RE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR I/ M� ,-, � wIIL, W164, I' �_ s
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<br />BE PROVIDED AT TOP OF SUCH PANELS I (3 ff AM ./ I ,",
<br />SHALL Fir CONNECTED TO t - S' 7 ZrQ32 wwrAT _/ , LL 1V " \ 6) .1rol
<br />II Nurn. ALLOY WING NUT OR 1/4-0-2wd Min, rNUMPSCREW FA TANED EPT AS 0� _% - 'r + w, (_ (n
<br />-1 r- 125' (3�), IF END PANELS ARE SHALL CONSIST OF DESCRIBED ON NOTE (11) ELOW). (Far w OL'ornol
<br />WJNG IM *% ovira) �L
<br />i . ,Igl 1�210 " 11S. 1* MI'L THUMMRrW 4"
<br />1 11 .Pd BOTTOM -z r/_1-sT1.`.1�Fzk:M EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USE JOINTLY W AT WAU MOU MEM-2-
<br />0 SCALE 3/8.1* FLOOR IQ MUM MOUNTING INSL BUILD -OUT MOU!r IN51 L. M
<br />LAT FIANGES OF END PANEL 1�& j."I nut.111T_ i - ---.(1D8 su= r SECTION 4-
<br />EXTERIOR F (rom BUOTCEND PANELS ARE NOT CONNECTED 11-j"T 9
<br />I SKALL PROVIDED AT TOP' OF SUCH P To I STOP w SCALE 3/1%al'
<br />I 1 (4). IN CASE THAT END PANELS ARE HOT CONHE= TO BOTTOM TRACK (i.e. A STOP BAR (')� FOR INSTALLATIONS WHEN ENO PANELS AND SOWINTERIOR PANELS ARE DIRECTLY hila-L SCALE 3/0-1- SCALE 3/e- M
<br />IS ONLY USED AT TOP ...
<br />,Td Al LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL S. ONE INTERIOR PANEL
<br />I I L - Fr -- - ---- —�, I I MI slow� NEF SPEC"I IHI IMOJOeMONT, 1w
<br />. I USING SPEC$ INDCAT D ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS MAY BE USED JONTLY � /_ I L.
<br />I 0,00.#.1,044 =,wv-.TTRM-ATT-ACK,NG BOTTOM TRACK TO WALL I I - � o' - w A!, V AS 0 ... 1411�,Alhq,
<br />o -0.1 , 1 40, TO 130TTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMA7ES &M., . SHOWN ON FLEVATIO IT I ,%,
<br />8 GAS I AND W1 I / " . - "'col .
<br />n USED " �� ,�-�4)) . r. Z , M-W 11
<br />H I - L";. (5) SEE SECTION V, 3' 4 4' ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25 MIT. EDGE DISTANCE. FOR THIS _ - � . I - � -,, 9 A,oLT - ;L w M WALULIT04 � M � 2J "I'll Il 1� ,,, ,�!s
<br />�1 i 1 055, (TYP ) I PAN D NY = W1 11) RAVE I 1 . e A7 .�
<br />OA',tI0IININN,,, NOT NEED TO BE CONNECTED 11 TRACK HALL INSTALLED .,?��i4- ,
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<br />I ,� - . .44167 ` '-- ....\, . I = : No. 44167 ` =
<br />. I - __ - -6 '. z lociiy NUT come Zone) '. " I :I-., I I I M _C'==wa.1M1_M= = . 1. z
<br />I - I A I * FLORIDA BUILDING CODE (Hl2h V. " on FLORIDA BUILDING CODE Velocity NUT cone Zone) I I CIANANED 1. ANY "T ill SULT ANY III, FLORIDA BUILDING CODE LHIgh Velocity Hu
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<br />i 3' MI- I'. � TATE OF .`Ik� I 20 GAGE GALVANIZED STEEL STORM PANEL ! tio. 4 167 % = 20 GAGE CALVAN12ED STEEL STOR `� � NFI'LLATO, ��':�`. STAI 20 GAGE GALVANIZED STEEL STORM PANEL
<br />— , *Ilmi at- = : I PANEL Pww 01. A\ _� O." A rE OF ..-; I DR� BY z
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<br />.. r -------- - - I— GLOBAL PROTECT] WE. Z '0 . STAT OF .* Qz = - LATIL SCALE-- 1/2' . I* I v" �,$ I GLOBAL PROTECTION PRODUCTS, U.C.
<br />SW. SI STREET --.-. --- .... 0 B PROTECTION PRODUCTS, Lw- ""W"O'c" AEW , 01.�.* z
<br />(2) rAAaM"j_AwM, ANGLE T STOP BAR "' - 5 .� / / 11LIECO... ON PRODUCTS, LLC. I"" �� / Aw S�. 11 �FAXI I L_:_ii= 11:_�N - ".1 I 11LIECOme .M s1w. 31 SIFW WYE, .
<br />11_1Z I�X�111 �\� , % t',. ,%) lo, -�-'-, two A, 0 ANY
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<br />SHEET NO.
<br />SH 1.2
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