|
I
<br />MAXIMUM A.&D. DES198 PRESSURE RATING (jkA.f.)
<br />AND
<br />CORRESPONDING MAXIMUM PANEL LERM -L- SCHEDULE
<br />FOR SERIES 100012000 E-Z HANG STORM PANEL (1) SYSTE
<br />I . PATK� a -111'1�n AS PER SE'TI' - JLjbffQ_,,i:__58EEj_zA!,
<br />MAXwUM A.S.D. I PANEL
<br />41FIGNIvR) ,�-",:M-', 1 -IN- -GN
<br />, To GLASS I -
<br />I
<br />i . ___ To I
<br />-
<br />.66.0. -75-3 70* OR LESS 1 2 9/18- 1 EFOITOD -
<br />I =L--L
<br />v� 2" 3,� ,-'FI-
<br />2, . i,
<br />��
<br />-
<br />�65.0, -7&3 713* OR ,ESO 1 2 7/8' i -TED I
<br />I
<br />- VEOLITSEVOREV M1�4M111JOU3
<br />ITY /4�FSS� M.S, a WINGIALIT AT OVERLAP & 409 Of PARF,t LENGTH
<br />AI 0 PNNEI_
<br />I!F.I#14171117W-A-Ntjmol-i�,-ILt,iE;izi�4��il),:-M-.7�lif�L�nf-WWRW-I'�ls�mo�.lzi;i*-i;k-lll#ltl�t*A.7�IK411i,'Jr'.W.I'Uli:(IT
<br />! j3g,jR*pq-Ajj1;,j li; lippilij
<br />R. ".1011TIRRINVIlIkAlIT-14 "', We - i
<br />IIIIIIIIIrgwal-R." iwavi I 4;w1!*1Iw1;F1mwI;=w Metal m
<br />__ MAAMLVA MCH.QRS SPACING FOR E_ D. . 3 1/2- - APPwcAsu To
<br />I
<br />D" I CALK-
<br />._, _____
<br />PINEUVAIE FEMALE 0 AN 7.=1 .*
<br />I MANM -
<br />LENGTH -I, (.�)
<br />To CON"M Im zonmetim.
<br />I
<br />am lim zonewir
<br />BLOCK
<br />TO CONCRETE:
<br />N00i OF THEM
<br />TO �� :1 C,MW7Ej
<br />�
<br />�
<br />I
<br />1 12'
<br />NIA ' 12�
<br />N/A
<br />� -,
<br />__.___
<br />NIA 12. 1 NIA V & V (TOP)
<br />1
<br />It*
<br />------i
<br />I ,
<br />- -
<br />3'* 1 ID'
<br />, 1 I r
<br />3-
<br />51
<br />1 5�
<br />.
<br />1.
<br />4 . 5' 4 . V WMO
<br />___ ____ 15ERIES M 41
<br />a.
<br />6' 6'
<br />66-0, 75.3
<br />I
<br />__�IA _
<br />7'
<br />I � ,
<br />R/A
<br />_ _ N/A I, NIA
<br />N/A ,'__! 1�!j
<br />N/A
<br />N/A
<br />---
<br />1, FLIA
<br />___
<br />1 4 112'
<br />--- -, -_
<br />N/A 12 1/2. I'. I
<br />2, (BOTTOM)
<br />______
<br />11
<br />NIA 1 4 i/2- N/A TOP)
<br />::,�
<br />,
<br />7o" ON LESS
<br /> -
<br />12'
<br />-
<br />�
<br />__ __ _
<br />N/A 1 12-
<br />__ -
<br />N/A
<br />-
<br />I s 1/2,
<br />.. ----4--
<br />__t_____ -_ __LL
<br />IT/A i s 7/2, N/A 3' (BOTTOM)
<br />-
<br />I
<br />12-
<br />N/A 1 .� 2'
<br />NIA
<br />,I 12-
<br />NIA I w . M/A 1 4' (TOP) I
<br />..
<br />1 12-
<br />____ v __ � �12'
<br />9 I/2' 1
<br />12- i
<br />-
<br />It- � jr I I, � _ 1 _. ,v (BDTT 0�)_A
<br />I
<br />*LIMITED TO 66.0 P...F. &S.D. TIES" PRESSURE RATING
<br />&SEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD
<br />FRAME BUILDING
<br />MINIMUM AN SPACINGS AND MINIMUM COPE 0155tANCE AM INDICATED ON THIS
<br />SCHEDULE. FOR EO, THAN LWCATW' ON SCHEDULE REDUCE SPACING
<br />By "TIPLYING SPACW, SHOWN ON SCHEVAr BY THE FJYAO"C FACTORS FOR
<br />THIS OPERATION TO BE POSSIELF, REDUCED SPAC04 OYONIVED USING FACTOR SNALI
<br />Not K LESS THAN FONNTUM SPACING INDICATED FOR EACH ANCHOR TYPE AT
<br />ANCHORS LEGEND
<br />ANCHIOR M
<br />-
<br />- 1/4'.
<br />-
<br />1/4'.
<br />-
<br />1/,V.
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<br />-- ----.
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<br />PUS
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<br />it. KFAI
<br />____�LL_
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<br />1 k/2
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<br />1141"
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<br />4
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<br />----� �w _T___-:1__:_:__A
<br />TOP
<br />-t�,,o�_,_
<br />F4_+__0I
<br />i+ IIEWASS U". DISTANCE BETWEEN BOTT04 OF PANEL I .
<br />AND 0 To BE ,/2, -ji/2-
<br />v M..
<br />I
<br />I
<br />++ *EOWFISMAx DISTANCE BETWEEN SOTFM Of PANEi. I
<br />AND 0 TO K, -11IIr kT1111-/_1_
<br />CODE
<br />__
<br />COMPONENTS FOR REGULAR LIEE
<br />SAFETY & E-Z HANQ :$TORM
<br />PANEL SYSTEMS
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<br />1
<br />(SCALE 1/2-)')
<br />- - - __ - --l- I
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<br />- -- 2�167' -�
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<br />- I SAO- _ - I � 1,2$0'
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<br />1 1 1 r$O91
<br />I , 103, I
<br />F 1 _S747-
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<br />'I`2N3/.*
<br />- .750, - Z111I STUD RIVETED
<br />"5 - , It) AnDa a 5 L,w
<br />� �085' - I OR IT 12 'Ir GC
<br />I! I I I (MAY SE RONERSM)
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<br />0,024- UW. THICE
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<br />GRADE 00 MINIMUM
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<br />_11111 2 ... '084,
<br />TYP I
<br />Mr�� �?60' I
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<br />1.350' Q. SEORM PANEL I - I -350' -
<br />__ __
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<br />D17AIL A - -_ - -I
<br />. ,
<br />_75
<br />- � ,
<br />2CDC1 ,
<br />,�_,
<br />I
<br />PANELS SHALL BE INSIIALIED AL YS
<br />- 23B7' -
<br />FROM LEFT TO RIGHT W/ 112- Lw
<br />AT MO AT LEFT SIDE OF PANEL
<br />(�) "H" HEAU 30
<br />:f!_jMCK (�) ANQLE: WITH 51UD
<br />�� ,
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<br />TYP TOP EDGE
<br />OF FNVn"_
<br />0.024* (Mm.)
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<br />PAIV!L�S END LIP ��,_ I .
<br />- -
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<br />" __ .11-1
<br />/< ��', - I ` , - �=_ _,�_, - -
<br />_-Z�< - - KIM . - I
<br />, , I - 1-1 1.13-, 0-270' 1
<br />,
<br />I `
<br />=" - ..270'
<br />I 1 ""
<br />- I' I �_ PANEL
<br />' ". -
<br />CALVANIZED STEEL
<br />1
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<br />.
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<br />r0r.270- FANE.L
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<br />FOUNDED CORNETT 0 ENDS OF PANEL'S I . Ao, Am*
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<br />, U.
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<br />I
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<br />376* -
<br />I. I 1 6115,
<br />375" '
<br />,125'
<br />1 2$00
<br />3750'
<br />072'
<br />I r--2
<br />(FLIS)
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<br />(�) KEY HOLLAT-eANU
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<br />750* -
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<br />- - -1
<br />;I.,24 '. I I
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<br />lei i 3, i I .SEE SAM 6 FOR ADDITIONAL
<br />I - - -
<br />LIMITATIONS W SLEEVE uDNGrK is I I �
<br />[` 11250*
<br />I
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<br />I 5 (�) SLEEVE 2 1/8
<br />X,7 ,
<br />MAK, LOGTH
<br />LL-2,000'
<br />I I
<br />- - 12S*
<br />I Owl
<br />,
<br />I - ONLY VALID FOR INSTALLAT INTO
<br />-
<br />WOOD STRUCTURES
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<br />- . .
<br />L� - ,qs-
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<br />MIN GLOBAL PROTECTION PRODUCTS, LLC. ""
<br />VAIL:
<br />� In= TIC[TING & EMNEEFFING COMPANY 4m &w. 5, STREET __
<br />All
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<br />------,-----_-I
<br />,,I
<br />,INTO POURED QONCRETE
<br />I
<br />OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />,__
<br />CONCRCIE ANCHORS
<br />(SEE SCHEDULE ON EXISTING POURED CONCRETE -
<br />(SEE SCHEDULE ON
<br />SHEETS II THROUGH 10)
<br />EXISTING POURED CONCRETE ,
<br />OR CONCRETE BLOCK
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<br />UNAIESTRAIM I RESTRAINED fUMRMV-AJ*ED I RMRkNEO
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<br />`H13 TO 90
<br />1 . I. I i/2- 11 7 1/2'
<br />�90 TO 145
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<br />� 1* 2/4 L*IWIS, 2W/6, 3W/7 & 4W/7
<br />- I 1-1--ANCRORS (SEE SCHEDULE ON SHEETS IT, 10 e0l� -1 - - ��
<br />REPU ELEVATION ,
<br />2607' NTT�S. /41 M., , GAP
<br />AN (Mk OVERLAP -1 *QE VALIM :1
<br />- -
<br />I
<br />MAX, GAP _T_,�_ I - 5ECTION A -A I _(j)
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<br />L� WX ALLOWABLE PANEL LCRQTH FOR A GIVEN NEGATIVE AS.D, DESIGN LQAD�
<br />M PROCEDURE 10 DETERMINE MAXIIAVIM PANEL UENOTH,
<br />GIVEN A POSITIVE A,&D. DESIGN LOAD. DETERMIKE M4JOMUM PANU LENGTH %4' FROM SCHEDULE.
<br />GIVEN A NEGATIVE ASZ. DESIGN LOOO, DMFMWE MAXIMUM FIANIA. LENGTH 'I-' FROM SCHEDULE
<br />FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS EOMAL TO 1K Mn" GFIVUHIED PANEL LIONOTH
<br />BETWEEN '1+' AND 'I-".
<br />I (J) SEA SCHEDULE 8aOTR FOR MIN. PANEL LENCOM FDA PORDSUEY CNIELFCATION I
<br />I t ASEM"71GAM 4WD WOOD ARE LIMITED TO I, 95 V,%J WAY A,SA, DESIGN PRESSURE RATING I
<br />-
<br />*: .1 44167 7'1� i AKUI, "OTC0. MI
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<br />24 GAGE GALVANIZED STEEL STORM PANEL
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<br />.OBAL PROTECTION PRODUCTS, LLC.
<br />* '.,,
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<br />, I I I � I I
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<br />____ -.-,------
<br />INSIALLATION DETAILS FOR REGULAR PANEU(S) —
<br />INTO WOOD STRUCTURES
<br />-1 I - - � . 1. - I-,-- �17.1117__ I 1111 - 11 - 11 t;j�;. -- -, ----r---LI,��-- -,--- ---- -- i
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<br />. - ;� . _tOOD ANCHORS .. � I - I ,_ __ TO GLASS� -
<br />�' I I I ;T1 SCHEDULE
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<br />REQUIRED- __ ___ ; , jI __ � li, I - , - , � - - - __ -
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<br />�', Ul� PLATE REQUIRED
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<br />I 'L F0 - .0 DESIGN LOADS FOR THIS INSTALLATOW
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<br />PLATE RECINP0 " -, , i I . � � MAAND HOAR, CURRENTLY 00CATED ON SHEET Talm) I
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<br />; ',,-, "I PLATE REQUIRED I
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<br />-1 , - 1 PANEL ANTIC PLUS) SHALL BE �AM IMMAKAI AT 6 114. GC.
<br />I :I, (SEE SCHEDULE ON , LONG AS TW FOLLOW00 CMDMD.% ME I , - I
<br />, I � I SHEET it) OOF#4= w1w. I 1 (11#4 19 A AFFISDAMONIM FROM 12 f/2- D.C, SPACIVIC ALLONSO ON
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<br />I � - �_ EA j I ! ! MO IS A AISTIVIVION FROM LARM PANEL LOOVINS ALLOWED ON 1
<br />� 1 OFT wommum smo, PAME, Lemm Is I I I MQUNT I
<br />1 T1 - � I !!REL, I ScAvOULL smer,'11.
<br />.
<br />� I
<br />� (4) I 1/2 LOW SPACER CDWPOKW PA SHALL BE AS INDICATED ON 1
<br />M
<br />WALL MOUNTING ! (3) STORM PANEL INSTALLATION IS ONLY ; i WJ7, WALIATION 1
<br />;
<br />SCALE:I/8-1* I ;X LOW S`o" " "S ONLY
<br />N; WDOO IFAWE w&u- I 2 3 A!I DUVIRED Of A,7w
<br />wm AN D3,D I WMO (OR *ft ZDHESot, :
<br />ALJERNATIYE IW I I
<br />� . C-IM STANDARD A" THE 2M (74K EMM) Or THE FLORIDA ;
<br />SCALE 3/8-i" ! (1) INSTALLATION IFAUD ONLY FOR WIND I BUILDING CODE
<br />1 I ;
<br />7 ZTFn I, 2 - " PEA Not, E
<br />L 'w-01i""NOM, ;
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<br />I i I - i _______ _________ _. ____
<br />_.- A,`�:,Tltzl"A*, I
<br />1-'� *** FL
<br />NOTES, .. � �CEN'Te*.L!F1_s ORIDA BUILDING CODE (Won High Veloolity Hurricane Zone)
<br />.. I INSTALLATION ARE ONLkr VALID FOR MAX. IUS 0, 4I -' No. 44167 " � �m nuim M.
<br />: = : z 24 GAGE GALVANIZED MEL STORM PA14EL I - ,
<br />DESIGN FIRE-URE RATING (p-0) AND PANEL LENGTHS = =
<br />; * ;
<br />- � - . _*�
<br />TOP & BOTTOM MOUNIINGS CAN BE ,AS PER SCHEVEILIES ON SHEET 3 (EXCEPT FOR = - I --- � -------- _ %
<br />COMBINED IN ANY WA'? TO SUIT ANY ALTERNATE 2W') 1 -:�.% S-T! I =_r-�) / I I LIE C 0 \ GLOBAL PROTECTION P
<br />- , m.. I I
<br />INSTALIATION, I- - , �'IOR0 I " 7 ITIMIA 'ESTON, 010t, S.., 5 IVF`w --±,-E
<br />, 00 I- -I=- itH JP==0.0t1I=.
<br />,
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,�OR0 " -4 EN DOC FL W.
<br />20 -175
<br />, ,4i"
<br />L PPV.!�� 7�%, FAIL j"timp-
<br />MEMBERS TO BE SOUTITIMN PINE No 2, W/ SPECIFIC "vp"4i, , PNN�� PN-I. FNIO,el OMNi" m"
<br />00. N.,
<br />CII.O006712 1 - I -]-.I
<br />1 ...... IF . "U.w,iVVNA.m TOLTITRA. TVI .�, P4 , b.II i. __w'AEV_1, P !t_�_ __7__1_
<br />---,------- _ - - FLORIDA UP 4.147 . I I I I . ___+_ - - .1
<br />I h
<br />[-----,---------- -------,-,-,-,-,-,-----,------,--,-,----- --.----
<br />2ENEM-um
<br />(C) TO JLAI�7-hg-WQkP,-,'MI�L-SR"k-'-,OAMII-tL-�-0,,kLMItW�
<br />�1�91�ei.L��!,��.&;��� MUM9ENT
<br />i
<br />I
<br />(PE,M) HASISEEN VERFFI IT FOR COMPLIANCE "s ACCORDANCE I1x"& TAPCON IMUFACIURED OF ITW, BUILDEX, INC,
<br />AS, U
<br />aAK
<br />WITH THE 2020 (70, EDITION) Or THE FLORIDA BUILDING CODE. THIS STORM 'ANE1 SHALLENCA BE INSTALLED AT HIGH T�ORS,
<br />- #14-10 PANEL FvmLE o Am PAAELMATE P_US ANCHORS, AS MANUFACILIRED UY 11CO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONE.S (MIAMI-OADE / EIRDNARD COUNTIES), - 1/4-0 LAG SCFA:ws_ PER NLT�s
<br />DESIGN WIND LOADS SHALL' BE DETERMINED AS PER SECTION 1609 Of' THE ABOVE MENTIONED COM POO � FASIC WINE, - 7/if;"o . 5/R" WOOD EVSHINC, AS DISTRIBUTED By ALI POINT SCAM 800 & 1:PECALTY M
<br />SPODU AS REQUIRED BY THE JURISEFTIFIGH WHr.rE STORM PANEL WILL BE INSIALLEr, AND FOR A DIR-ICIIONA_� FACEOR
<br />K.0-085, USING ASCE 7-15 AND SHQ,I 40 EYCEED THE MAXIMUM (A.SO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PEMETRAII.Qk WTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2' FORT Etcc PANELm.ATE PLUS
<br />3. 9 THRU 12 & 17, 18. AND PANELVALL FEWILE TO
<br />IN ORDER TO IVEFTIRY THE ARROW CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRlit
<br />REDUCED TO A�S,D, DESIGN PRESSURE RATING AT MULTIPLVING THEM fly 0 6 IN ORDER TO COMPARE T�fM */ 40 (A.i O) C 2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL WE 1 1,�Z* NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRILL 12 & 17. IS PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE ACQUIRED THREADED PEN-TPATION
<br />IN ORDER TO VERIFY THAT ANCHORS ON '� HIS P ED AS TESTED WERE NOT OVER STRESSED, A �= INCREA,51E IN � OWABLE
<br />STATES- 'OR WIND LOLAWS WAS MR USED IN THEIR ANALYSIS, FASTENER- SPACING TO 'WOOD 14AS SEEN CETURMINED IN Q.!) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS NDICxnD IN 5 DRAIVING
<br />ACCORDANCE WITH N.O,S� 2014
<br />STORM PANEL'S ADEQUACY FOR VINACT " WIND RESISTANCE HAS BEEN VERtrIED IN ACCORDIMCIE WITH SECTION JECST". OF CA) MINIMUM PENE'TRATION IV WOOD BUSHING SHALL BE 5/6" t14" 2C SCREW$ USED SHAI 13E 1 1/2' LONC MINIMUM
<br />Tj1E ABOVE MENTIONED CODE AS PEI' AMERICAN TEST LAB of SOUTH FLORIDA REPORTS #0014,01-01 AND #021SO2-09. AS SHOULD STUCCO MST, MO l" MINIMUM FOR WALLS WITH NO STUCCO.
<br />NET MD 12-29 & ASTM E 3aD-o SIONOARGS, AND AMERICAN TF,51INC LAS SOUTH FLORIDA RETIM #112301-lu AS PER - OLIND. ON IHE EYIS"NO
<br />I#,$- O AND TAS-203 PPOTOCOLS, AND AS PER CALCULATIONS PERFORMECT IN ACCORDANCE W/ SECTION IETDF OF TRE fb) IN CA5T THAI PACC�Sj STORE, OR PRECAST CONCRETE PANELS, STUCCO ON WOOD BOARDS BE F,
<br />2 I ' -STRUCTURE
<br />" -
<br />.
<br />FLORIO- FILIA.0lur CODE WAU_ ANCHORS SHALL BE LONG ENOOZ14 TO REACH THE MAIN BEHIND SUCH PANELS
<br />.%A
<br />ANCHORAGE SHALI BE AS MENTIONED IN C 1), C, 2) & C.4)
<br />��
<br />2 ALI, ALUVINULI EXTRUSIONS '10 HE 0063-III ALLOY AND TENIPC8 iUNLESS OTHEROSP NOTED) SEE SkEr-i 2 (0) ANCHORS, SHALL BE INSTALLED ROLIOMW, ALL OF THE RECOMMENDAPONS AND SPIZIFICAPONTS OF T44K ANCHOW5 MANUFACTURER
<br />.%j
<br />3 ALL ALUMINUM SHED 14�54,L USED Al CLOSURES SHALL HAVE 3105-1114 ALLOY 8
<br />PANELS MAY AM BE INSTALLED UORAZONIALLY FOL-10WING INSTALLATION DUM45 SHOWN ON SECTION T THROUGH 6 (SHEETS 4
<br />1
<br />'ZI
<br />I
<br />4, ALL MEL SHIE1.1 METAL PANELS IIHALL HAVE STRUICTSILN, QUAU`TY MEL, ASTM A-053 GRADE 80 MINIMUN, C-W GALVANIZED ,HROUCH 5) FXaPT THAT HEADERS(D Ittla STIALL. NOT BE USED
<br />51M DESIGNATION W/Fy- 1421 I., (AFTER ROLLECI 9 ,I Skkt Or, IfIE RESPONSTOWL Of THE CONTRACTOR TO VERIFY THE: 5OUNDOM OF THE SITNICIURE WHERE '5HQTTER I- TO BE
<br />�4
<br />. ALL , - I � I
<br />.
<br />'00�5 W1 50 Wi Yltlb STRENGTH AND, 90 � TENSILE STRENGTH ,AND SHALL COMPLY W/ FL, RIO. BUILDING 001 5EC11ON
<br />2.1 ��.,% It' EAC44 REGULAR STORM PANEL VIVO, LENM$ OVER 90- AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNAMIES III, 3W & .W ON
<br />.
<br />SHUTS 4, 5, 6 & 7 RESPEC`rKLYj SHALL HAVE A LEGIBLE AND READLY VISIBLE MAR1,1FIG INSTRUCTING OWNER OP TENANT TO
<br />I
<br />0 BOLTS TO OE ASTM A-307 13AIVANIZED STTSEL� OR AISI 101 15ERIES 5,"AIRILESS S'ETLr WITH 36 �. ANNOMUH, TIMS' STRENGTH SECURE PANELS Wnl� APPLICABLE 11FINFORCEMENT DURING PERIODS OF HURRICANE WARNAMS
<br />I
<br />,
<br />I ANCHORS Ill WALL SHALL Ill AS 11111OWS I I TH.E INSTALLATION CONTRACTOR ,IS TO SEAL/CAULN ALL SHUTTER COMPCYIENI EDGIES WHICH REMAIN IN fONTINUOUS ,-- - " "'
<br />>
<br />THE PUY-OR40 TO PREVENT WIMD/RAF, INTRQSXJN
<br />(A) I�L_Uw&Q_PQv%1k_C&p:_R[v_
<br />�
<br />-
<br />- Ii4_0 TAKON ANCHORSAS MANLITAG11,1RED STOW, SWI-OEX, INC tM;,,, -'1192 ;,�-6 12 STORM PANEL INSTAL_�-DON SFIALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZOLQNC� TE-1-1 .1
<br />- , /4� # k 7/8' CALK -IN AW11095, AS EkAbhIFACIURED BY DEWAII INC PROVIDED 91 IRE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />9
<br />- 1/4'. 1 3/4" 50110-IFT AhCRURS. AS 161STRIBUTFU BY All POINT ECIZEW. WE-' & SPECIALTY CO !,I (a) 1HYS PRODUCT EVALUATION DOCUM IF ED) PREPARED BY THIS ENGINEER 15 �;FNEFFI: ALIG DOES NCT PROYID
<br />IN- V.-KICK, ENT , .,-QT,.
<br />.
<br />P..,)
<br />#44�in PANELMATE FEMALE ID & PAKLMATE PLUS ANCHORS. AS MANUPACTUFAS) UY ELC/j CONStRUCTION PRODUCTS, FOR A SITE SPECIFIC FIRNECT, I. WHERE TkE SITE CONDITIONS DEWTE I- -
<br />>
<br />- IV, . IF; CONTRACTOR TO SE RESTIONSIRE FOR THE SELECITW4. PUTtCHASC AND INSTALLATION INCLVOIRT, 0C SAFEl OF THIS PROD
<br />1/4"IF 2A)AAC MAILIN AWNURS, AS MAN OCIRATED FIT DEWALT, INC
<br />BASED ON THIS P1_0 PROVIDED HE/SFIE DOES NOT DEVIATE FROV THE CONDITIONS OETALE�_ ON VAS DOCUMENT
<br />:�;�
<br />4 li MINIMUM EMBEDMENT OF MPCON ANCHORS TOLD POURED CONCRETE SHA,11 BE 1 3/II', 2' FOP 01�0 PANELMAI'E. AND CONSTRUCTION SAPE11Y AT SITE IS THE 431,INTRACTOR'S RESPONSIBILITY
<br />1 i/4- FOR ZAMAC NNLIN AKINORS.
<br />(c) THIS rptuoucr F.,vALTjAlTQN DOCUMENT, WILL OF CONSIDERED "mua IF MODIFIED
<br />A2) 1,ALX. IN & SCUD -SET #INCHOR-S 5HAL W EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMSF,MMEOT INTO
<br />STUCCO SMALL Of PETTIATTED- 114* 0-20 SCRENS USED SHAJJ SE, 1 1/2' LONG MfNQQM SHOULD STVCCC EX.151. (dj SITE SPECIFIC PIADJ5,11S Skkt HE PREPARED BY A FLORIDA PE,RSiIAED EN91NEEFT Oil ARCHITCM WKIL� WiU. BECOME THE
<br />AND I� MINIMUM FDA WALLS VITH NO STTUCCO, AND MAY BE HEADED SCREWS OR ALL THARADE-D SDRM VY/O HEAD, ENGINEER OF RECORD (E0,k) FOR THE PROJECT AND WHO WILL BE RESPONSKILS FOR 144E
<br />I'LIT WMI WNC NO-- PROPER USE OF rHF P E D M-CINEFIFF OF RECORD, ACM140 AS A OELEMATOD ET&NUR TO THE
<br />, 'ED FYTGIN�ER, SNI SUBMIT 70 O.RS LATTER INF SEP SPECIFIC DRAWINGS FOR FFEIAi�W,
<br />A-3) IN CASE THAT PHfCk5T STORE, PRECAST CONCRETE PANELS, PAVM, STUCCO OR WOOD OIOAROS NE FOHNO ON TkE
<br />i
<br />E1,17.1RIC WALL OR FEQOFr ANCHORS $RALI� PIE LONE, ENOUGH TO REACH TK MAIN STRUMIRE BEHIND S41AH PANELS (,j THIS PE.O. SHALL SEAT, THE DATC AND QJYC�ANAL SEA ANO SIGNATVFE OF 14E PROFESSIDNAt
<br />ANCHORAGE SHALL Or, AS MENTIONED IR kl) ANG IN k2). ENGINEER OF RECORD THAT PREPARED IT
<br />ED) rc-i�.XisLiti.;-�.V�KW�-3LQW-Vi�-L-A$-Lm--L-M� lk SHUT IT MANUIAMPIER'S LAREL SHALL BE LOCATED ON A READILY VISIBLE LOQATO� AT STORM
<br />I
<br />- � SHUTTER IN ACCORDANCE WITH SECTION 17091.2 OF FLORIDA SUILW46 CODE ONE LAM,
<br />- 17APCON ANCHIQRS AS MANUFACTURED BY I I W DVILDFX, INC, PANEL
<br />11
<br />- ;/4 SHALL BE rOMP0 WTOi SECTION 17CS 9 3 O� THE
<br />1 /4. PLACED FOR MRY OPD41MC LABELING
<br />: . 718' CAUK-IN ANCHORS, AS MAOMUFACTUREC BY OrWALT, INC FLORIDA BUILDING CODE
<br />I - 1/4-0 X 3/4- SOLID -SET ANCHORS ' AS OffFROILITIFO IYY ALL POINT SCREW. SOLT & SPECMLl CD
<br />j 1 4 - I 0 PAN"ATE FEMALE 0 AND PANC-MATE PLUS ANCIORS, AS MANUFACTURED By ELCIG CONSTRUCTION PR%�11111011,01
<br />- 1/4- 0 ZAMAC MAJUN ANCSOFFE, AS MANUFACT,IRED BY DI'LWALT. INC "W� �;. �14 e�4�4,,,,
<br />I .."N"; ,
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<br />L IT MIFYM1;M E�EIITIMINI OF TAPCONI ANCHORS. ELCO PANELMATES , 04D ZAMAC N,L�LKI ANCHOR. INTO THE !� 'Elve, Velocity 'cone
<br />BLOCK "NIT S84-1 BE 1 1/4" , . . FLORIDA BUILDING CODE (N*n High HUT Zone)
<br />. . . . . .
<br />'
<br />I
<br />-
<br />1 92) r-6ILK IN & SOLIO-SET ANCHORS SPALL BE EMBEDUFT) 7/81' INTO 'HE CONCRETE, 81-0:x UNITY NO I : IfA,44f67 '.. = .=F. M_ I,4 rp
<br />3ugiat" I 1:= 24 GAGE GALVAWED STEEL STORM PANEL - -
<br />:
<br />1 1/2* S�IOULD jl`Tr�O 17XIST� * <;be4r._____ ----- \ - ___ -
<br />. Z;:�
<br />" U COD -SHALL bc PERMITTED, I 114, -20 SCIPFAS USED SHALL BI` LONG MINIMUM � _;�� - I.
<br />AN III . _ _
<br />I 0 1^ INWUM POR WALLS WITH NO STUCCO, S= 11 STA ' - -
<br />/ IL ECO..c \ (;LOM PROTECTION PRODUCTS, UC- ""
<br />, _ _ .1
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<br />- 11 _
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<br />* ��-, A' — AUNT i. 11 5I.
<br />L11-1 ." I T`LU`I __ A, -1-RiN. COHPARY
<br />��
<br />IN CASE THAT PRECAST STONE, 00 PRICAST CONCPM PANELS. STUCCO OR WOOD BOARDS BE IS) E"1081 - , 16V_v�_ - VA"C I -1. 20-175
<br />. _ _.. _ �, _ _ _. — ', .. �, KPUNR_,�� ,NL
<br />EXISYINC WALL, ANCHORS SHALL BE LOW; ENOUGH TO REACH IRE UAIN SrRIJCIIJRE BEHTMO SUCH - OA,"4;�- - -1 (�Yum`VTIP
<br />��.,��.%--- "'
<br />. - ___ -, - � -_--�-T--_--_---T-_ __ -
<br />ANCHORAGE S14U SE AS MENTIONED IN FLI) AND IN 0,2) . WWI, - -
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<br />`14N,�;.'i"U+k% �E R �*'
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<br />INSIALLAIION
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<br />COCRETE OR CONCRETE BLOCK
<br />5-TER-MURES
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<br />POURED CONCRETE
<br />- 6XISTING POURED CONCRETE
<br />I
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<br />CONCRETE BLOCK
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<br />REQUIRED.
<br />ANCHORS OR CONCRIM BLOCK MURED.
<br />STLAGGERED wl STUD
<br />(SEE SCHEDULE ON
<br />ISEC SCHEDULE ON
<br />I SHEETS 9 THROUGH W)
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<br />I Ui SCALE 3/8-l'
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<br />SCALE 3/8-1-
<br />WALL MIMI WO I I&= MOVIII
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<br />I
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<br />z -' : 0,44167 -1 =_
<br />020m ALICOP, - 24 GAGE CALVA14MED STEEL STORM PANEL
<br />F.'.
<br />E.D. - EDGE D ISTANCE
<br />(SEE SCH LITE 0-4
<br />Eoe�
<br />SHEETS 9 I 0)
<br />NOR _fDR__Q�1IQN_QE_ffaT1m3
<br />TOP & BOTTOM WOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />INSTALLATION.
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<br />F--'----------
<br />, INSTALLATION DETAILS
<br />------.-------.—
<br />FOR REGULAR PANEL
<br />(I-) INTO WOOD
<br />1 _:7;I._ " �_._ - -
<br />. � I
<br />I I
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<br />ALITTINATE LEG
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