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<br />- . __j - -1 __ I mq 11 I L71 . -
<br />7-- - -- - - - - - ANCHORS (SEE SECTIONS ON 94EM 17, 18. IS & 20) -- - ---.
<br />1
<br />3' MAIL. MAX' u/17. 4A/17. U/Ilk 31/17. 411117. so/I$,
<br />I•_M. "W/Is. 7AW/19 a &W/20 M/10. 7OW/19 & W/20
<br />I - _1INr* FOR
<br />D.W.vW ___ - 1 I __..__.__________ ---.----- ---_____
<br />6 1 0 0 0 1 0 0 0
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<br />[7,11, � ,I I I � � � ] q . I ; i I III
<br />17 --- T__-___1 --- - - ------- I
<br />I
<br />Z: MAX. �
<br />I MIN.
<br />9 i : �( I
<br />1 L, 1 ] -1-�%(')-4
<br />Cps
<br />,_ , 14�.__�
<br />`: 3 ,,t SAIT`� '4
<br />:,:- _ -_. - - - 1 j -_ -_ -_ - 11'
<br />i I ,/...-aw, ILL. " A WAX.
<br />T�i_ - : ------- 1----!-.;:. - t I:4r
<br />� - - - - -"-- 3m - - - , -� : - ----- - -- � �- -- PANEL LENGTH
<br />I T,-.. - I � I (SEE SCHEDULE)
<br />-1
<br />__ , ANN; xxm AT � :
<br />" I �
<br />1� , � � I 6"
<br />71 T_ ;;' -- I" �_ � -, , - I
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<br />: --- ----- -------------- � ---------------- - _4 - � . SAFETY - 1 ------ 1 ---
<br />----- I --- - ------------
<br />- I �' �� 6.
<br />4 ,
<br />Pma BOTTOM coftm i I [_10 i , I FA T; - ���_ffx___, :A� I - ! , I
<br />D.M..@,xg- . � , 1
<br />3� ;AX Lp-!!/'%'t/,_",w -`I, - - - AT - - - A'a L;".=__?. 40117. 3111/111, 3' MW
<br />. _... ....". Immm /tg. yw/ls k ever/20 I " MEN.
<br />__ I. - --- - - - ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20)---- - - - -
<br />OPTION #2 FOR LIFE SAFETY STORM PANELa ELEVATION
<br />SCALE 3/16--l' 1^1 MAX. GAP
<br />01-6 "7v F
<br />ON. *%�, ,Ant VALrn (D-9 ,
<br />004 I -0 In SAFETY
<br />!
<br />- -
<br />vr!,
<br />SECTION A -A
<br />EXTIM11OR L
<br />SCALE 31i6•-1-
<br />17F.�F41!1117w�w-Atluel*-Itejl�N;J.I**,J.ilj:'.1el9r.7mnw.l"
<br />K$1:4:4 *Ikeizi bilil[M.�F�.1w�il!,Lll!-E;r:IlkI AMR I lklell.' NAWN.1411141
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />I
<br />RATING (P.S.f.)
<br />(SEE SECTIONS)
<br />-
<br />+55.0. -72.0
<br />8'-8'
<br />2 3/4- 1
<br />-
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />11,1.4' TAPCOM ANICHORS 114* TAPCON ANCHORS 1/4' TAPOON ANCHORS 114- TAPCON
<br />ANCHORS
<br />-
<br />q 0 r D.C. I . 0 9. D.C. -- N -_ 0 9, O.C. � 0 9, O.C.
<br />POURED CONCRETE - POURED CONCRETE I
<br />OR CONCRETE " OR CONCRETE ��, POURED CONCRETE 1�1 POURED CONCRETE- -
<br />�
<br />BLOCK REQUIRED I I , OR CONCRETE 1, OR CONCRETE
<br />-C BLOCK
<br />REQUIRED - BLOCK REQUIRED A I BLOCK REQUIRED -I 11
<br />F-C I ! - -,
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<br />:-MEMEMENIN, I- AO,ANMON . _3 1 -sueemnow. : : I _WRAAWAN.
<br />- � - a � - am - -0 I- A,NAA am -3 ,a r gar. �_ AN _; a jsq� a � ! � -
<br />: sem, ME 1 - IQ � I.
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<br />MINIMA` : ;
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<br />cuss__1 ; - a CLASS ! '.
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<br />__ �, I -m /s.::1A/32/�4'S.S
<br />'i� -� IF "NO NUT WASHER
<br />1 Y/,.'.3/ /WING NUT WASHEIR
<br />_', , ' �* 12 12/�2' O.C. (BEYOND)
<br />-�, " \ 7/8-0 . 3/32- WAG NUT " L , '�l \;16r"3/_12; 11_1 �,
<br />I _ I .
<br />*1' WASHER 0 12 1/2- O.C. . .= ) I
<br />- _44AN
<br />' TAPCON CHORS - ,__�(4- TMACON ANCHORS __ __W4"TAPCON ANCHORS
<br />Ilr cc 4 1/2* D.C. 1/2- O.C.O- . ___x9;::CO" _4
<br />(ST#mmw W/ STUD) (STAGGERED W/ STUD) * 4 '/r D.C.
<br />__ POURED CONCRETE --OURED CONCRETE _POURED CONCRETE
<br />09 CONCRETE BLOCK __POUREo CONCRETE
<br />R 04 CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />COURED ACQUIRED, REQUIRED REQUIRED
<br />SECTION 3A
<br />A TA"TION WALL. L "miff AINIAM ING INSTALLATION WALL mouNnNa I? ILLATION
<br />IOSECTION "
<br />0 REGULAR PANEL 0 LIFE SAFETY PANEL 0 REGULAR PANEL & LIMMEANEL
<br />SCALE 3/8--I - SCALE 3/8--I - SCALE 3/6'-I' SCALE 3/8'-I'
<br />SEE SIT 19 & 2D MR ANCHORS TYPE A
<br />ANCHOR! "K
<br />Ile.
<br />IAIMAA,
<br />SPACM IN INSTALLATIONS INTO SM
<br />N. mamom womew 04
<br />-
<br />3
<br />FRAME BUILDING
<br />NOMM AN040A SPACINGS AND NORMAN
<br />mmE owAma ARE wwwo om Yms
<br />*N=m
<br />SCHEDULE FOR E.O.LOSS THAN MrAIEDON
<br />SCHEDULE REDUCE A004M SPACING In
<br />MIAPPLYING SPAWC SHOWN ON SCHMAS
<br />1O.)3
<br />.. onw4r " On,
<br />3--
<br />Mft wa on momm"
<br />-
<br />FWLIN
<br />1" INS FOLLOWING FIIGTQRS. FOR DO
<br />OPERATION To BE MSML MONACO
<br />- ____ I ,/r -
<br />. _x __
<br />SINNOW ORM41M MO FA" SMALL NOT_
<br />SE" LOIN THIN MINIMUM SPACING INDICATED
<br />IEACH ANCHOR HYPEHYPEON IMIS SCHOXRE
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<br />- _
<br />_
<br />I -
<br />-
<br />II ;,/, 1-
<br />-
<br />I
<br />CODE
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I - j(4'TAPCON ANCHORS 1/4'TAPCON ANCHORS 9.O.C. 0 9.O.C.
<br />CONCRETE
<br />POURED CONCRETE -mOR CONCRETE BLOCK DR . , REWIND ,.I -4-4 REQUIRED .1
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<br />I " j;;10`9 PAMELVATE PLUS W/
<br />, . 3/32* WIND 4"T WASHER 0 6 1/4" O.C.
<br />eourtm CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTALLATIDIII
<br />SECTION SA
<br />0 REGULAR PANEL
<br />SCALE 3/8--1'
<br />liff SHICIT I III 20 FOR ANC.01116 TYPE &
<br />$few Tin
<br />1/47.
<br />_L/.'&
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<br />SPACING FDA INSTALLATION!% INTO WOOD
<br />- Ammemi, smemme 0.)
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<br />3 •3
<br />I
<br />FRNEE MALOM
<br />bg^K% ANCHOR SPOM= AM �
<br />EDGE DISTANCE ARE IMOOM ON THIS
<br />.
<br />SCHEDULE MR ED.MS THAN INDICATED ON
<br />SCHIONAX MODUCE ANCHOR SPACING By
<br />MuLTIPLY" SPACING SHOWN ON SCHEDULE
<br />w
<br />3
<br />- ".
<br />AM I& 40K =MO
<br />"Am
<br />BY THE roua PVTOM FOR THIS
<br />OKMTM TO BE "C$SftL INDUCED
<br />' Ilr
<br />- L -
<br />.15
<br />.
<br />-
<br />wvcoo MAO= US" FACTOR S`0114 NOT
<br />IS LESS THEM � SPACING 09WAIM
<br />FOR EACH ANCHOR WINE ON THIS SCHEDILLE
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<br />IF`# . 3/32" WING NUT WASHER
<br />(BEYOND)
<br />- - _eOURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MQII�LLATION
<br />0 LIFE SAFETY PANEL
<br />SCALE 3/9"-I"
<br />CODE
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GEMERAIL !
<br />INTO EXISTING WOOD STRUCTURES I - - - INTO EXISTING WOOD STRUCTURES I.. - I'll . - - 1. E-Z HANG STORM PANEL SHOWN 014 THIS PRODUCT EVALUATION MENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ow CONCRETE
<br />7-
<br />.. - - - - -I !'' . , . I ACCORDANCE WITH THE 2020 t7th EDITION)BUILDING CODE. BLOCK SMALL BE I I/ TAPC AN04ORS AND PANELMATE FEMALE a & PANEEMATE PLUS INTO
<br /> -1 -_ -_ - - . - - - 7 I I - ,� -, - � , � - I ., ; � OF THE FLORIDAFLORIDAL BUI DOCU a$) MINIMUM EMBEDMENT OF4-.
<br />... I I L , 7 L � I _ � i I I
<br />" . LL L_ I il ��, __ I - :!__ I " - . - - I �, SMALL AS SECTION 1620 OF THE ADM MENTIONED CODE. - CALK - INTO ONCRIETE
<br />- - ��; _ - - I�� - � I By THE JURISDICTION WHERE B.2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8 -IN ANCHORS SMALL BE IS 7/1 CONCRETE.
<br />. - I �1 . .. , �' , " - , I 0) c
<br />I I I I I - , ... MR A WIND SPEED AS REQUIRED THESE SHOUTTEIM VALE BE INSTALLED AMID NO EMBEDMENT KID ANY FINISH MATERIAL SMALL BE PERMITTED.
<br />I . � *000 HEADER �? :-- , , �, I -/� � .L 1, .1 . - - - . " I L !� MR A DIRECTIONAUTY FACTOR Kd-0.85- USING ASCE 7- 1 5 AND SMALL NOT EXCEED THE MAXIMUM (A.S.D.)
<br />I I I twouvem 11 - - I � . - - . � 1/4' 0-20 SS SIDEWALK DOLTS USED SMALL BE LONG . � 0
<br />/ I - I I , I/ I - - , � ENOUGH . -
<br />j I I L , , - i �! -1fra'Awo ,,� , I =.Tm - zzalw I I 1� (SHOULD ANY FINISH MATERIAL EXIST) TO
<br />, , WOOD HEADER " --- .
<br />I . I I , , I - I - 11 L ' - I - , - I 1 - � - I I " P -�,, . I � � , - j, , : [ 1/4-0 TAPCON 0 6- O.C.DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4* INTO ANCHORS. I I .) . " L . W4'0 TAPCON 0 4* O.C.'1� 1, i W4,'*, TAPCON 40 Ir O.C. " I - - - - I I ! ; 'L I i: ,-' - .1 I 11 . -_ -_ IN ORDER TO VERIFY Tiff ADM CONDITION. ULTIMATE DES" WIND LOADS DETERMINED PER ASCE 7-16 "
<br />, �•
<br />- - - - - - /I �, .� I I '/ , 'r I I � I THREADED . I - j , I I j � Aas 8-3) IN CASE THAT PRECAST STONE. OR PRECAST CO PANELS BE FOUND ON THE EXISTING WAU, I. - , I
<br />, t i 1�, , I 11i , i t/4-0 TAPCON 0 III' D.C. I I !�� � i- I I'" -
<br />I � ' jL , 1/2' MAX, ,� 1, � " - /2' MAN THREADED I I =j;):W THREAD® I ll., A=T;rAl WOOD SMALL BE FIRST REDUCED TO A.S.O. DESIGN WIND UN BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />I I . cz;:�� I , PENETRATION AT nwWom^= � L .. �, L I PENETRATION AT WOOD ,� / � I !� I 1 CONCRETE 'A r, I I.,
<br />, AT WOOD �, HEADER I LL HEADER TO COMPARE THESE W/ MAX. C&S.0) DESIGN PRESSURE RATINGS INOICATIED ON SHEETS 25 & 26. ANCHORS SMALL BE LONG ENOUGH To REACH THE MAIN STRUCTUR
<br />�� � HEADER I E BEHIND SUCH PANELS. ANCHORAGE - - , ,,'
<br />,,, HEADER '. HEADER I I MEADER I �, , I "I I I '! i 11 11 11 r L ,
<br />11 ; ,
<br />1 I /I I / 11 I L I M" 14 ., SPA' BE AS MENTIONED M 8") Mo IN 0-2)L
<br />I " " ./, , .0 r, = I � f IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS. ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A M% INCREASE -. I, r_ I ;.,N
<br />= I 40 , - , ,I 1/2- - I ,
<br />I
<br />, 1/2- . . . I./2w 0*0 ; 7 1/4- I' , Eo*m sI; = ,1/4- 1 1:. -,)/A' - . , j 2' - .
<br />� J 40 -vBIiB t,
<br />r '/.- �� ,. � f/4- 1 1 In'- L I -� . I I L . ., 11. .. I , I I , ,i 1 1/4 ALLOWABLE STRESS FOR WIND LOADS WAS MM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS BEEN M - - ia�
<br />I , I " I I I I f I I I I ' C:.j
<br />, , hn� 1, 4 - t rt12' ,�""...,. I *�( ,,-,, , r1r,
<br />_ ,
<br />I A I . � M.. I'll ANN, - � I M_ .. M.. - - � , Mo.. DETERMINED IN ACCORDANCE WITH N.D.S. 201!L (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECONSWENIDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />I MAMAJFACTURER�
<br />, � .
<br />t .
<br />�
<br />, __ �
<br />, , I , I ,
<br />4 . . W� % 1� , 1 2 " i , : STORM PANEL'S ADEQUACY FOR HAPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF � 1.
<br />, Mn.I , , �?
<br />I . ,
<br />I , . ONT , ,
<br />11 I FrTld I , , a ,
<br />� /I I-- � ,
<br />I r; I I ) THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 2032, AS PROTOCOLS TAS-20t. I I IT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER C. .. I -
<br />I , L - , V. I I'll 'L IS TO BE ATTACHED TO BMW PROPER ANCHORAGE- THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />� - - 1: - . CV) ,
<br />. I �1 : '?. L 11 , `�,
<br />1 ; - I ?. �, a , L, ; - - - --I I - I I � -_ [` (P. - 2. THIS SYSTEM HAS BEEN DESIGNED TO BE IMAILLED ON THE OUTSIDE OF THE OPENING .
<br />I MAX, I . 2.1, 1 1 1 , ) I I I I I 4- 2- � 1 2- I C�j -C - - '. '. " A L . � X I t ! , , 2. � I WO000 HEAOI WOOD HEADER JI ,2� tL L � I : , REQUIRED - - - [,.
<br />", f r-m-U.-RED. - / I 0 : 't �-j . : :
<br />- ,_ r _.L ] 7: f L
<br />I [` / . I LL I I " " I Min , . [` s , L_ - -
<br />I I _ , I.i
<br />� 1 1 � - _ ACCESSING THE OPENING FROM THE ,
<br />(j) INSIDE W/O THE USE Of A LADDER OR LEFT, THIS APPLICATION IS V" WHEN INSTALLATION 6 IW04DM TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL( ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS C I A4*
<br />a�� r I C=kj ' I
<br />I
<br />� ,
<br />_ I . FROM THE INSIDE OF STRUCTURE. - -1
<br />� : = i � CONTACT WITH THE BUILDING TO PREVENT WINO/RAN INTRUSION C AND SEAL SHUTTER TRACKS ALL *,
<br />, : stsm; - "O""'W" : : _� .j=. � : ME, � . "I"AROUND FULL
<br />. LENGTH. , I
<br />MOASA I M CLAIM _ .1 - A,
<br />- ; I.,
<br />r 1, kk.� LSS num AcNEOJLr : 1. = - ! 3. SERIES IDOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE 7: -
<br />- T � , , 1, i I __
<br />! Ir SDNIDAUT - ! ] i (m SCHMME � : PERFORMED FROM THE INSIDE Or STRUCTURE. 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS 04DCATED IN THUS DRAWING PLUS ANY BUILDING MO ZONING
<br />PAWL LENGTH ON sNOr, 1.) ; 1L* me- C PANEL sman, ,g) ! 'I' M m mw Is) , I
<br />(SEE NOTE I BELOW) PANEL LENGTH : SEE NO2 I munw) . ; � � I REGULAT045 PROVIDED By THE JURISDICTION WHERE PERMIT IS APPLIED To. T(_,1_) . FARM LENGTH , ,
<br />I .1 4. SERIES 2000 INVALLAT IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN .� 4.
<br />11111w - SIONAM'"O" I I , 'L: AN, MINMELIK,P � I :� . ,L* m,n, I I �; 'L, M.. 'DN
<br />- . 025FOIC m aPes I 41 (SCE NOTE I BELOW) ___ TO-O.Ass - I •� . _ I -� 4::f
<br />w WAR , (SEE NOT I BELOW) � - .- "
<br />- - ,�, ' OLA", - Do, ,cea,J, -- � -- 11 �� � 14 ATRIUM WINDOWS AND DOOF14i, INC. E - 2 HAND STORM PANEL SYSTEM, IS PXnW poliffiNS, GLASS - : I I , - - - 11, I � � - - , INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE WIDE OF STRUCTURE 'L
<br />I 'L I PANEL LENGTH
<br />ON SHOT 15) � ft EMw 16) I I __ I � ON WMEET so) SEE NOTE I BELOW) 1/4-0-20.1- .. -, , - (SEE NOTE I BELOW) - . V
<br />(SET AXMQmLJ: , i/4-020.1- 1 ,/4-A-200- - 1,_ (SEE SONEOL" ; ( PANEL LENGTH __ 1 5. ALL ALUMINUM EXTRUSIONS TO BE SD53-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE <, - )
<br />� : - , - --- ; 0
<br />� -
<br />. _4 -S IES - � - ; &S. Y.S. - , -
<br />Ss MS W/2.1 -, .1 - - I - . -1 �
<br />I : . Z. . 3/3 1 1 I ,/.-. A -&- I I __ - ----I INFORMATION FOR A SITE SPECKIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.. WING NUT . ., UT 32
<br />11 �
<br />,� NUT L . _.__-I. __ . I . , ,�;.__ L - _- ,,I'-- .. I � . __ -,,, 6. L , .: I � 11� _. ;� 10.1 _1/ " � 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-114 ALLOY. - �
<br />:. 1.�_ _:;�,_ a 1. - , - " t .''L 4T;1.% 1 i ., v')
<br />- - - I - I I --- - I .11 a. (b) CONTRACTOR TO SAS
<br />FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING In SAFETY OF I " , J �, - 17
<br />- - - . I : f . � - -
<br />� I I � I � ,4 I I , I I I "•
<br /> � � 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL OUAL17Y STM, ASIM A-653 GRAM 50 Min.. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEMATE FROM THE COMMONS DETAILED ON - - '.) Z
<br />I - I : " " � :
<br />i I ..'..c,' /"I/"-- � � i � - L' DESIGNATION W/Fy- 58.5 k.i (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />: � I : ON THREADED I I I ; � I : i I .- . 11
<br />I I r_ , L� - - , : PENETRATION AT I- - - . t.. - - I I - : � . 11 8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON , - -
<br />L_ - _ , - _____ � __ �� ] : I - - I - � _ I (") THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. I
<br />. MIDWIUN OF PLATE� ! -_ - --- - ,, -:- ;,,,
<br />I I - ... :� -- 1. : I : r 1.11 . _. 50018 W/ 50 k.1 YIELD STRENGTH AND 90 W TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411-3.3.4 .' 71 -
<br />I "T I i - , 1 .(3 (& - ; � 1. � ; I (d) SITE SPECIM PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL /�, I I ". 0_0
<br />-
<br />� I 6. go �. � (3) 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 30,4 SERIES STAINLESS STEEL WITH 36 kw MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER I, "t/ 1- - � ! i : : � -(3 , L I 1, I . : . � - � � L I � I I : . I -13 7T 7 1 - USE OF THEP.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE RE D. EMM%TM, SK44-L I . - C:
<br />I I I - - (3 1, 7q7-r) ! I I : : 10. ANCHORS TO WALL SHALL BE AS FOLED"L SUBMIT TO THIS LATTER THE SIT SPECIFIC DRAWINGS MR REVIEW _t) I.-
<br />,, cc � . G �- "I I- 11: I I , - _E!�j � ` I (A) TO EXISTNIG POURED CONCRETE v 0 0
<br />, - " ; L� I : (a) THIS P-Em, SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF I EQ. I L - I WCORO -:, ,- 0 .-p
<br />I. ,I 6 ,�, � �� , L�- I I �_ ,_ .11 I I . I ED. - L � , - � I I I � I L' -, ,_� 7'' : 1 1/4"t TAPCON ANCHORS AS MANUFACTURED BY LTW. BLALDEX. INC. (MIN. f-e-3192 p...i.) THAT PREPARED IT. �� , - C_ -
<br />1.- I I- I ,, 40wo -0-2M.3/4-S.S. M.S./ " � EQ� 1� EQ �, - � I" : 1/4- 0 X 7/8- CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. V-3000 p;�)
<br />S ====� CONY, EQ. , , J '. I , - - I , , 1/4*. -s-S. ws. W/ . I -- : _1� - - "Ail - #14-10 PANIELMATE FEMALE ID k PAMELMATE " ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 16. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - t-- W --a
<br />-- , WASHER (INEVOW) I - I I , . 1 �_ (f'3350 p...I.) SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL S. OPINING
<br />-
<br />1 /2' O.C.1, � , �4 ,- , T- " ;'A'ft3/3r WIND NUT' Q.
<br />, , -, , 7/iro.3/32* MIND NUT I I - - , I '" ACCORDANCE WITH I �� i - L, uj
<br />"we No 1, I �. 4 1 . 4 .
<br />I !/V* . 3/32' OM L I. -, I : ..
<br />I �_ - O.C.- - � I _.-- I � LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. _� c- I Amff WASHER (BEYOND) 6 . L I I I- � I - I - !
<br />I f
<br />. . I , �, I - 1 7/8*0 . 3/32' WING NUI` A,I) MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETT SMALL BE I 3/4- MO 2- FOR PANELMATE
<br />I "" IS " I L I :, : cm�� I ,7/6'0 , 3/32' WING NUT "....
<br />.1 - . W"o TAPCON 0 r O.0 ,, -_ I - I
<br />VZ.=' * ""' ' - : I I 11 , � - , .. - I � . _ . FEMALE ID & PANELMAIE PLUS.
<br />'I L W/ ) � .. 1 . - 7 L Z:0�;,•STUD L , Ll" 1 2'.4' WOOD PLATE . WASHER 0 6 1/4' D.C. 2".* WOOD PLATE I I
<br />= I THIREVED I L � OF PLATE '. -�_, _! 1 REQUIRED L WASHER 0 (BEYOND)
<br />, , L�� ,,,, I - I
<br />T�DrjT THREADED . i I .
<br />- `W, MCWOTH L - - A- . " - 'jj I" AT WOWK� �'. ' . . "I,K), ,LATE PLATE '. . - I
<br />OF PLATE or PLATE - � I -IO PAMEUMATE PLUS L I I -10 PANEUMATE L � A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8* CALK -IN ANCHORS SMALL BE IS 7/8' INTO CONCRETE. NO EMBEDMENT INTO
<br />, - �
<br />- ' L __ 114 * � 1 #14 PLUS _4 ANY ALL BE PERMITTED.
<br />-L--- _jgMV PLATE I - . _jjg;,L0OD PLATE � 0 5 1/4- D.C. - -_ � � * -_ - - W* moumm I WALL MOUNTING INSTALLATION MIN THREADED =./L " - MN-
<br />1/4' O.C.O.0 .FIHISH MATERIAL SH
<br />, I � � , THREADED 1�= 7 1/4 0-20 SS SIDEWALK BOLTS USED SK46LL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL. EXIST) TO ENGAGE 3/4-
<br />1 17�� t - INTO ANCHORS. IN
<br />ALTERNATIVE AT MISIAWDIN OF PLATE , I - AT MIDMOTH OF PLATE 00m.
<br />WALL MOUNTINQ Rnk"TION WALL "%ONG INSTALLAWN SCALE 3/r-1- * IbNVAPANEL - - .-.----' -1 - ; .., �14,fg'
<br />-4E EXISTING WALL OR L�...
<br />A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANEU, OR PAVERS BE FOUND ON . ,.
<br />. WALL "NTINE INSTAI I ATION WALL MOUNTING 1!�OTN SHALL �0*0�,�SCEN '- I/D I
<br />O&WRIE" fij a tPUAW IMAN EL SCALE 3/8'-I FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE _* !�\
<br />, " ALTERNATIVE R&W A ALTERNATIVE ABW BE AS MENTINED IN XI) AND IN A62). .1 -. I
<br />001 WINHHO!", 1 . Ire 1.1 �
<br />.I SCALE 3/8-.1- , - ji, pk Tk6N
<br />SCALE 3/8'.1 " N, ... I... 0 REGULAR PANEL i ..... , 0 LIFE SAFETY PANEL .* -
<br />I .... . .. .. .. . . (9) TO EXISTING CONCRETE aLm'K RAJ L E * : ND. * Z
<br />%, . :
<br />am, .. . . -� SCALE 3/6'-I' .14411-1 SCALE 3/8 ., 5 : * :
<br />I0,". "', /11 - ENSe ..
<br />I INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S-0. DES" LOADS .. .. - FLORIDA BUILDING CODE ("loh Velocity Hurricane Zone) : :_ %6 FLORIDA BUILDING CODE (High Velocity ow cons Zone) - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. a - . - ----- -- . . j FLORIDA BUILDING CODE (h1qh Velocity 104M cone Zone) I
<br />'
<br />: 1. 9 PERINI MADC". m mm, I , INNIME "ITEM � - 1/4- 0 X 71r CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC.(f*m-1500 V.s.i.) . . ALTDOO. MC. UP TO .354, -7ZO PW AND PANEL'S LDIM UP TO V-11' : No. 4 167 FP i .: rp. ..
<br />*
<br />.• / ,0,�...-',
<br />I t * 1 20 GAM GALVANIZED STEEL STORM PANEL ONM MY: I z : :* __ 20 GAM GALVANIZED STEEL STORM PANEL ONARK An, - #14-10 PANELMATE FEMALE 10 AND PAMELMATE PLUS ANCHORS. AS VANUFACTLAED BY ELCO CONSTRUCTION . f - 20 "GE GALVANIZED STEEL STORM PANEL FP
<br />*
<br />2, FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN 2 : . .. INSTALLATIONS ARE ONLY VALID FOR BURLDINGS WITH A.S.D DES" LOADS * - '* - � .� I CANA,, .
<br />- _- #v__��
<br />� - '
<br />. . ��' �_ " �
<br />PIKE NO. I. W/ SPECFX DENSITY Of 0.55 DR EOIJAL -ft z * I.. UP I() .55.5, -720 PSF AND PANEL'S LENGTH UP TO ff'-a" 2. * '. I __ �__ - :� PRODUCTS (f'2071 p..-i.) �. AIAI - -
<br />'�-L GLOBAL PROTECTION PRODUCTS, LLC. watt2m is .0% fSATI: . - 7/3k�un ww_�
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. DATE:
<br />. ,I.,o�� 11LIE C 0 I�
<br />i sl 4=--- , APTE 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN -ATEPRODUCTS, _2_61 NOD L. 51 STOW .e \
<br />'
<br />%r_- %�O,-- OR%0 - L - ... 5 S"wr
<br />. , - - O.W. FL. 3131.
<br />.. . TRALIT - . SPOPEWEAVING COMPANY 6401L rL 111114 PINE NO� 2. W/ SPECIFIC DENSITY Of 0.55 OR EDUAL - Wee - ANAL III. .z .rr,m.N,.!'1 .1. PNOWL (m4)"�ML I'Am, (9%AW$"7 - .. A tnwa -176
<br />..... * 20-176 ,� FILLIN Tcr"M a I�c PrANY ORAIL IL &MI.
<br />_%.�skfl •m a% ;� ." AM - - am
<br />/ AME, ALA - E. _Z - 20-176 vii�, - 11w .-��.�l-
<br />... =!"." PHOMIL M-)ME-MW FAA, (-)M-Ml I PADS (N4)M-n4t. M M4)�om 20
<br />- PAR- 1 AN, ]!!!. - I,"- n.1 1 - I
<br />`1111_'Z� 4,60"o.L UAL'ImEMPTLff"um - C�!.I. - co� . eN0VIAr.._SEft/SQWaUA1T/WE 1;%�Iv ammeec AN: I P1 A. . I - 1 AN. , . - DINNER N.
<br />in,N - MMINGWIl.r.ftli el-oow m ERE:::
<br />- WALTER A TLLft . 41
<br />; F'91 ---
<br />. - F09 * I : - zMaTmarn I 1 1 - I
<br />I "= a', '414,7, `1 ... F I 1- I L.- I - 21 --.-.. 1
<br />I
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS /24 (m HOPS 2 MOORE INSTALLATION DETAILS OR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-1 -) _.E
<br />p., "A V/24 10, r4'/24 - (D , 0 2 BODW) 3' M.. 2'/24 B, V/24 ►111, (SEE NOTE 3 malm PANELMIN
<br />or . I - T Ti;S'D. fa r Me.
<br />a LACK . iiiP TV/ ORION CONCRETE ANCHORL SEE
<br />A! :-TO POURED CONCRETE OR CONCRETE a�ocK
<br />3 11 MR WOOD . Im!7 T* . CONCRETE ANCHORS
<br />I ---- -- -CM SCHIMULE ON SHUT 20- ! . - =r_�___111 CONAMol, - 11
<br />- --2.591' - NEL SIDE SEVIONS OM Sww 26 �. . I* min.
<br />- I. Aft I I I. - AT 2 1 1 , � 11 4) - I
<br />- ___ - 11 - 15.195- (TOTAL WIDTH) - - - - -,- � - __ __ - - - I lw__� - - --I 7- 2.59 1 '- 9-1 - -_ - -_ m - - - - -...,. ".&S =%=- 4 - 4 � � . I "
<br />___ - ___ - __ - 12.500- (EFFECTIVE WIDTH) - - I r--2.250*--j ,k I/e. = I I I I = i - H__ LJ ;�� LACH, END a, MAX, 9) `�' m wom" 4 a,- j��
<br />- - --- -_ ____ I 4 i 1/2' -- .1 N "I r_(�_) F3_Fm___\ "
<br />I I � � !I 1 ! 1 `$� '� - ------ \ 1�`
<br />,
<br />- 1.3po, - I - -6 1/4 --I.3S0- - ! I __ I == i .- - , , �_ - ,.. I
<br />: -1 - - - - I -,ifo* - , " --I 1 ,/2 - � LL,knw I SALS 1 va�_.141 7 f� ACKAWEENEXT-I �, Cn 6
<br />I ,-, ,4 � I I Ill ` Ill --- 01:� OF j HCIx®
<br />t I L. (1)
<br />. ''I ; I 11 -_ .�_77'�Z - vi;� -war
<br />F _/'T� I � .075' 2�500' - -:075, I 1 1 [ ! ". �
<br />1116- 1 1 - - TYE. I'm I .1 '�, L- - ; ..�IA �:
<br />I 11
<br />. - - _r ZO d - I � .
<br />HE) � w I
<br />EDGE
<br />I � , POO, T11-I.-I I - - --- , , - 7 =�'-�,rer I Tj 60 X .L. 60 x .L. T.4 =:Li , - - .. T___ - =w'-z' : �� T_ - I.I.O.."
<br />-1 .1 - I L - (Iw�, I 11 11 _��_701;�Irlll .
<br />, 2-2"' 1 1 1 I I , �
<br />, / - ! I i F I I i 11 I � InAIL I A a)
<br />, - - I � I Ir T
<br />2157' 0.036' MAL. THICK 3-SOO, - I - _� Tu L11 i - I
<br />- 5-F6 'K;R 610'4 1 ' _'_ I I
<br />4 GALLVANIM STEEL . INTO" , - ;-14) j PANEL Mcwj-- I _�, � � I - 1117 - (D
<br />,�� , t.IlIETAILET GRADE 50 MINIMUM - I i � OM 2. 3. 4 SELOW , I i
<br />i i I 1 , I " I . I I I -M"
<br />L ---- ------ -- -------- ! i : i I jl,r - w i L - !
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<br />1 r-SO %ALV. - I � N111P, 71 I I I I I I - 1 -7 �F -- I I 1 i 5 Is,rAmee : '/-�ft - ... . I -0-1-ij U)
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<br />I [ 47 - I :: 5 _11B-BB011
<br />I i I I I L �'�,��.It,
<br />, ,
<br />- I - - "? 125 - I - I I ; .1. I . I , , � 1 41 �1 , �� A 4 IT -1� I �, . A : --,@ � Ow i
<br />_' - -6.250* - - - - ,"-2.470---� ,�'. : Y/ i i i Cu
<br />w � I ' I I. - i !.___k- I I"./, 5 ! 11Ylr.3 32 ImmPIUSITS.' I LRee 'Aft II - - AW2 I I i I I � I ----2.470- - - H I 1 : YA" /4 � - - i I i IL 1 L I , ,
<br />, : I
<br />L , _ ,1@-FA 13 -
<br />-
<br />2 000' .2V71 L. - 2.244 (00 pogaI I - I � - t.; PANC:) , i ---- QY _fW , �i I - 't "PAW)l �Ier -, T-1- � j 1 I I _T 1 � il, I I i � 7 -
<br />1 ' HEMMED Typ� ASTM A-653 DETAIL Af , 1:::f_11_`1*_ ,- I SIX .c`1 Z],)4 @am I . III � � ) SEE NOTE ..PTT. ,,, �N� I OF
<br />I , � SEE I �4"" , I \ i
<br />I I . . -
<br />.250`1 1 1 1 1 � , - - I - -
<br />T STORM PANEL I � __ I k-1 I __ i- - i I -1 40 X *L' I Lll�� X .L. : If I !
<br />- : i i ; r i I
<br />I I : a ill I ill � 1 1!! I L I 1 1 ; :
<br />(�) REVERSED *U* TRACK i , i i [ I I � - , 1�1 1 1 1 � I ] T � , , " , I 1 '1� ., I [ 11 I I L_
<br />I I
<br />11 I 0
<br />T k i I i i i Hi 1� i i i i * H H i Hl.-i I IIIJ i I '111' I! In I I I 11 111111 1� � 11 : I :
<br />I IS 11111 UZI I .1 I I 1 SEE ScMaxALiI : - K.- 1 5 I I -
<br />.__ - 0. SHEE, . I ! OR = K I ,/.�R�v.
<br />','�,�, " , ,_ ,�_, PNM�TE (7m) I SEE SCHEDIALE . - I
<br />. L-3-- SEE NOTE 4 BELOW . KE !:� ��m so��m I I k �_,O.0. smiril 25 : ,A=
<br />Lor 3, T (il!� - - - - . I I ,/.�MAW.. mIn. su%Ra*.r- I PANEI'S DID UP 1 '21 r -- - I 2m, 1 1 1 CIA.
<br />1_� - -.750- M.. i FOR CONCRETE ANCHORS, SEESC'm MKN, MAY BE LOCATED (ALTERNATE LOCATION 10 OL.SSL i r FOR - - I ga. L v = I ASS. .--*
<br />m, I , mi SCIIED-AL ON 94M M FOR -1 ZIMOR - I I I VOLASS. I . - A To a, I AVvvLAP I W= . Na,, 'Ir 1 1/2 AT 00 PANELS) : FOR 11.
<br />W/ HEMMED CWA. I - I I - -I SEE SIDICTIONS, ON SHEET 24 PANELS IS- i elm OVERLAP i MAW, I �RIV. Is : 9 0_
<br />I
<br />�, 1260 J�r 3 OOR i i I 11 . EVORA,
<br />__ -!--&,ff 3'r- ON/ - ./.@.(D TO ME INSTALLED AT EACH w w
<br />I I -I . �81 LAST PANEL CL) TO K INSTALLED AT EACH = .1m.pALWAYS : I I - - I - - - ______ ! :
<br />- *0.08 I . W1 I I " �', I 3 �__ - I <
<br />, E : 4 - I - I . �' I 11 :
<br />I 1� TYPICAL ELEVATION FOR S REAR HANDLE TO FMOPE =00T9 TYPICAL ELEVATION FOR I" HANDLE TO FRONTAL FRONDED : !! N 11 �
<br />"Q0 INSIDE OF STRUCTURS- 1,
<br />I _� , ..L2f . 12 . !: E-Z HANG STORM P - IF INTENDED TO SE INSTALLED TIM -Z HANG INSIDE OF STRUCTURE. I I ; V_ e . 1! I 1 -4-0
<br />1 " _ sceur 3v EL f NONE 3/3r . I- I I I �� B@
<br />-�, -AN SYSTEM 1* GF_ -_ E ON PANEEft& D"" I :
<br />b-,ff]. - I I I _... A -, -I! - I I !! I i
<br />, - - - .r.:- i 1-1 IV I ( I I V( 0 11 i 0
<br />. � ,/.' Iev GAP r-1/e - GAP ----*I- 7I. . Wee i i I � 11 �, I
<br />I �; 3 - . . I - I I 0 Ir.. : -1 P - I I a) I '*- w : i 11 ;, -0 Ii/I
<br />1 L/4' M GAP " /I I - I I
<br />I-- J7'/ - _j - - AIR ji - I : : --- I I I I I 11 =3
<br />- I " I
<br />M. :1 Ff , : .
<br />I
<br />, /T,I . .
<br />ISOMETRIC VIEW DETAIL A - I , _ -\--/--I ; I 1
<br />2, 125- 'a. �H I .. bewev - -w-w 11 � I , I r I
<br />ROUNDED CORNER 0 ENDS OF PAWL 'S , er T, �� e m= ; 11 I ! �!I I , CBBBBBS
<br />END UP W1 HEMMED EDGE. I ,S I SECTION A- SECTION B- 4, �_-_::,�_ cONCRIT": - " 1 , le cm;. Ij .1 � I'll I : , - : I
<br />,
<br />L= I t f MRON / - 1 COMOR!"! � I 1 1 Cz 0
<br />(N.T.S) I � I, , - .125' SOU 3/3r - I- t " - I -,�,'� 1 I �" -
<br />-1 IMPLE 313r - I* POLAND - -, : ! .
<br />hm: __� - I- � I SLOW .2 L_
<br />� - 0). DEFINITION OF SERIES 1": E - Z HAND STOW PANEL SYSTEM CONSISTING OF PANEL . I X MIDLAND, � _ I , , I / . �, . ij
<br />I
<br />_000 - _j I RY51�) - 5* NN, - NOTES , I , � , , ". COADN't L_ -, I^ TRACKS AT TOP k PARGUIATE PLUS OR 15' LONG "I v.-v.,,,,_;: - - L,/...-.-.v. -
<br />� - 0,00, I
<br />(1). SERIES : E - 2 HANG STORY PANEL SYSTEM CONSISTING OF PANEL , (rw BOTTOM W1 PANELMATES. I � = I MILANO : . . , - - ==.., 0-
<br />_M C M _F I / . , . I is - ,= -L : o , "', I PEOVEME, I ,
<br />(D .J. TRACK _E TRACKS TOP a BOTTOM. (2). END PANELS SMALL ALWAYS BE CONNECTED TO /, ",Ram I Do Of � L . I .w i WI(- ER 2"W(Max.) ALUM_ PANELMATES END PANELS " � �, o'NoRen, . ;�1112IW
<br />T EA�E,,-, �,, (i) , � I -.0 w . 0 a)
<br />OREE
<br />(2).(el) PAWLS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP MR op- F USED ` I. ,�.r;-i�- ;T .- MEANS - I KNEOAALAA ONSHO' I - �
<br />8061-T6 Alum ALLOY SMALL BE CONNECTED TO IF 11� 1�'R-2=/4 SjAX7 /32" , , - I �- I � OF OEM . W`m� ".1, I
<br />0 ---t ' off sooOKEI tA e If, - WING NUT 08 1/4 *0 Min D/%CEPI AS ON 1:.. I •DIRECT MOUNTING INST. a SHEET 26) - -) ONA
<br />= DESCRIBED ON HOT OW) 0 INS Cn
<br />CONNECTED SUCH
<br />Z ..N . C. 01 E ( V)1 WALL AMD
<br />END PANELS "AK'"DED AT g) .1 SHALL
<br />a' P , " . umesmm mfd
<br />125' (33. 1 14C Of. SOIT 0 a) \,��) "
<br />L
<br />77 /... 4' N.S. TRACT(.
<br />/ 70*L ,;32' WING NUT OR I/W4yftB3poT Min. THUMBSCREW - - FLOOR TO CEILING MOUNTING INSI, 8U1I_O-9UL_WQUhhpG INST. To ,�X LAC %XON A (3) FOR CAM WHEN END PANELS ARE MWWTOW/ I'l ff. - . OF FASTENERS EITHER OF TWO BOTTOM
<br />o QL%,1.RA5,(p AT 11111OUNIING INIL
<br />BOTTOM eKGjkQM "
<br />EXTERIOR FLANDES OF END PANEL fTTDM S�� END PANELS ARE NOT STOP 0 m
<br />BE wmj;
<br />FLAT PROVIDED AT TOP OF SUCH PANELS. SOME 3/i%* At _A_
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR __-(�) 99COM41 3/8--l' SCALE 3/8.2" m
<br />IS ONLY (4). MR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY M, wd'. ACM-L
<br />USING USED I T( MAT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO E=NG - �
<br />Y X7 AT :EOMPIL.MATFS, M=.PANE.L,. 0 Aff INIZENEOXAM . FOR
<br />SPECS AT
<br />TKA ON NOTE (3) ABOVE. IN SUCH CASE CONNECTION OF PANELS IT To i.
<br />, TO BOTTOM TRACK MAY OCCUR AT ANY PAWL LOCATION MAY BE USED 0 . OF 'TO' Is AS
<br />A. W/ M PAMELMAYES FOLLOWING SHOWN ON TON AND . - I- .j 'e�grz,-N%\
<br />§ !I:1. .... - (5), SEE SECTION 11. 3 . e 4* ON 24. SEE AKV40R SCHEDULE ON SHEET 25, W.. EDGE TT;?CE = Ff V U,2 4 A -t Q,w,a.t w(j) r., M . AT ""GeSTLOR . T � 14,
<br />, '""'""
<br />ri
<br />. . . ON Imm
<br />INSTALLED .MOILAO, 'In 0. vw 21 \�CE -
<br />I . "'It"00 MMET ADJACENT PANELS % LEFT III RIGHT SIDE OF PANEL) RAVE
<br />In L)CE .. m-..=-.JC , ES � ... - uj
<br />"""Ill"T :jvi� ,.:,?\
<br />. -�'�� �:..!�Z/ THOR OVERLAPS RETAINED BY /r"", *
<br />00 JA
<br />055' (Typ.) : ... ', COX - - m
<br />C;r T
<br />✓
<br />. .. .. No .' .e�1' ..... . , Lz�l I I 5 - MOW& 1 " NO. 44167 .**. m
<br />-A __0 EE : .44167 I FLORIDA BUILDING CODE Wolf Velocity Nu Cone Zone) eVr.*.-`�\CEN ' FLORIDA BUILDING CODE (Nigh Velocity Nu cone Zone). -_ *.1 i
<br />I , D : 0 - . . . - FLORIDA BUILDING CODE (NIVIT Velocity Hurricane Zone <
<br />. : - -11 .-v
<br />I I Alt OF . - : * ' .2020 Txym. - I - CDWSM . ANY AM, W . * . Tim= Ac. - - .750*- - � mmm INC, 20 GAGE GALVANIZED STEEL STORM PANEL .4 167 -'. S_ 20 GAGE GAILVAIRM STEEL STORM PANEL FF . *w4LJJM I FP.
<br />I I I A - _�__l STATE
<br />-3, MO..---j I . Q7 a- W. z : OF -:Q� f 20 GAGE CALVAN90 STEEL STORM PAW DRAW, v
<br />X. 41k. - z . - DAMEN W. & 1-.... - . z
<br />- ___ - *: LL I " - c,oL -_ I .•"",_ .
<br />GRID _� GLOBAL PROTECTION 0/a/um - I _ ��, /a/� MAIL I - "/=/� -,, ed .. ........ . PRODUCTS. LLC. om i�.O'. STAT OF AT - GLOBAL PROTECTION PROM=. I.I.C. "DATE. $ME- 1/2' - I' VIEW I (:vxg)� . GLOBAL PROTECTION PRODUCTS, I.I.C. mn:
<br />eux, Am. 5, STABIT - 1g, ,$�-. 4= S.W. a 1111m I. `4000 ". 51 symm - - a
<br />T mum "I", INA fe. 11LIECOm . . V` -..-,*/ . � �,..
<br />'� -"c - _�
<br />0 3"W(Max.) ALUM. AN " Hui 60 1 " Z .. � . -I?i(- - M �,.
<br />I I' LONG TILLAT � A, DNAL F., 133IONNI .. Ft %D - GAVE. P, 2331,DEMI)Mfe"
<br />. A, - (W)SON�7"& FAX, 20-176 MRP=_ P. - AAL - - N. ANA, 20-176 AMOMEE ORH MAL F. 33314
<br />* .... .. �V�, / (�)M-?b.c M. I REA.. Aen. - VAN-PANAME.- )�754& rim M4)09-4"1 20-176 <
<br />. -. AM: Lam --I- - / 'a - APARAME, . - "NOME, I-471117 � . 11 (Pel- PHONE
<br />�
<br />6m-T5 Alum. ALLOY - - - CAM An '00.1-1.1 . . .. , - - I / - PER' 'a
<br />"r. Sm/samAnsir/mAn 0 -.1 - IMP, IN, "I'll -I"f;,0wy_ WA/smm-wwv�w ,= 9 PARAIn -1 E='F7= ORKNIAO - ONAPPRO Ne
<br />%A - P =7 NN I
<br />, - .4 I ! I - I �T 1 M 2P - I - a_
<br />MALTOR A "" ... PZ . I . 1 - I, ... KIN,11m, A. Iflur JI., . P.E.Ft ;_U�m�_ C&-OON7if �jt _1
<br />n'! - - I . I - I - AS- i "= a", 41,1617 ANITUINGFIN 1
<br />.47 1 , FLORIDA U� A 4-167 - 7 SHEET IS OF 26
<br />1 1 1 1 1 1
<br />SHEET NO.
<br />SH 1.2,
<br />
|