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<br />MINIMUM ANCHO SPACINGS AND MINIMUM &DO& DISTANCE AM WWATED ON THIS
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<br />� � I'll � _.DAI- I - , - ONLY VAUD FOR IWALLATION$ INTO
<br />i
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<br />11671. -----a� ,--[,.,-' z : No. 441 * FLORIDA SURLITING CODE (Nati �!Uh VolovitY H cricant Zone)
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<br />INSTALLATION DETAILS FOR REGULAR_!AN"-)
<br />SITO POURED CONCRETE OR CONCREIE B=K STRUCTURES
<br />I
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<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
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<br />11,12,
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<br />CONCRETE Nl?,�,i,T�',� �, = SHEM 9 "H to) �'; _, ,j � ,,� �
<br />,7 OF WALIL OR SW 1M �-, :
<br />I I 41 g og 2 I/9 G MAX. ALUVINLU
<br />�
<br />REQUIRED . SpAcm a A VAUD FOP,
<br />Irl.
<br />� " � CONDITION) -� - �OX'AOX.
<br />1, -�;� , 11.11.1CI&REC CONCRETE , � ALL MION NO PAWL
<br />"'
<br />"
<br />�g
<br />� .... , �?��, - ., EL
<br />� ,,,, -W. EXISTING POURM CONCRETE I
<br />I v,_,_ OCK OR CONCRETE BLOCK __ LENGTHS PER SHEET 3,
<br />11 , 1
<br />� '11- Rt"WROD. �*
<br />1111,
<br />I , f- , _aV:RED 1 '2� L SPACERS, 0
<br />_j , I RE I O'I,N��
<br />(c-mt==rw R
<br /> I 11�1
<br />'13, � --- - 1� , ,;r S TABLE OM
<br />,AL:INUM
<br />� , , 00
<br />SHEETS 9 THROUGH I 0) � III
<br />SHEETS 9 & to')
<br />UT M!VNTINrA WALL MOYRUNR ","", I'll 11 ER,S (9) OR
<br />1
<br />W%,p SCALE 3/a- I'
<br />1
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<br />"X ql�� P, rill �A,,,. I
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<br />FLORIDA BUILDING CODE (Non High Valecity Hu loanNE Zone)
<br />� -
<br />r . a.44167 . I A=II 71'"X0. INC- TA
<br />z : ". z 24 GAGE GALVANIZED STEEL STORM PANEL
<br />OWN sy�
<br />Z: , -, * ! * 1 1
<br />VDjL_Eqp,mmjuN6mQN_Qf_'S5CT1 � z tomitaw
<br />,=� �i 1,
<br />E.D. - EDGE DISTANCE , 11. _____ -
<br />k, I STATE Ok�. GLOBAL PROTECTION PRODUCTS, LM Pa,
<br />(SEE SCHEDULE ON TOP & B07TOM VIOUNTiNGS CAN at I - , '. I . - _:,:�> I I L I E C 0 ,Z� Mae Sol III STWS
<br />T`U ORRIE, m 3MI4
<br />, u , �'jaw�, . 1�0 ' l'tor- '�O' F
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<br />SHEETS 9 & ID) COMBINED IN ANY WAY TO SUIT ANY ", <1 " =;I " 20 -175
<br />L
<br />- * -!%' DR,4)
<br />- I 4 .t =1 PWAC- M#-754S TO: Ir�)181-6717
<br />t $1
<br />INSTALLATION, '111� �� �
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<br />t.-mm I —
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<br />,Z HANG STP� �NL � -1
<br />INTO EX-ISTINQ WOOD STRQrj`URES
<br />-, I - , I/4-4 LAG SCREWS 0 V OC, Wj - I
<br />__ � , -
<br />_1 "
<br />1 I I
<br />-, I- U 1 1/2, -�- H`qoAm PWITRAYION - �, 2
<br />- I I 1��, 7, i, � I - �/ Y T
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<br />__� I 1, 0 , I I
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<br />ntw mover �� "" ALTESSAW1 2"W � "I! ,,,,,, ii - Ni" Dx.., .0 � REQUIRED 0 IN or PLAIT
<br />-�L I ON LOOP
<br />L!""I
<br />SO4LE i/4---- ,F _,�
<br />, I I � � � PLAIC REWIRED FIAT
<br />11
<br />a
<br />� I , "
<br />11 I I I, i - I - I
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<br />-I=- , � "' �
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<br />I- INSTALIA-ROMM ADS ONLY VAUD FOR BUILDIMIS WITH .S.D. T�I� LO, ,
<br />� 710 IIA�Oj -75,3 Pe AND PANEL'S ILDROTH UP TO T-10, �Ds - � I . , RNAIIVE 3**W SCALE 114
<br />4PI I - , "AIIIJAPOIRINA,
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<br />I i� ., FLORIDA BUILDING CODE (High Vetocify Hurricon. Zone)
<br />____ I
<br />,
<br />SE111-39 - ! � NO� 4 1 �� E Qm W-Em 1�c. i I
<br />SE, OFElIncM A= I :*= 20 GAGE GALVANIZED STEEL STORM PANEL r,p
<br />0 - -1, ON �, = *, � -
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<br />j WIND SPEED , 170 .P.h
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<br />UNRESTRAINED I JO�MINED
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<br />----- -ANCROITS (W SCHEDULE ON SHEM, 9, 10 *1 I)- , - -, , - -1
<br />n1 ELEVATION
<br />NOTES,
<br />p(l) f- MAXIMUM, ALLOWABLE PANEL LENGTH FOR A GIVEN PCSffK A�16, DESIGN LOAD.
<br />I_ MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASLO. DESIGN LOAD.
<br />(2) PROCEDIRRE 10 DETERMINE MMIMUM PANEL LEWrIk
<br />GULN A POSITIVE kS.D. DESIGN LOW, DOCRUNE MAXIMUM PANEL UDIM 't-' MOM SCHED01-
<br />a GN PAW, UENOTH % FROM SOHMULL
<br />'Gr?2Z =AJ=AifPANEL` MINWJM OFTER36UNIED PANEL L"M
<br />BETWEEN 'L4- AND %-'.
<br />(3) E
<br />��= BELOW FOR MIN, PANEL LENGTH FOR POROSITY 4UNLIFICARON,
<br />�
<br />4: I't iNSTALLAGONS INIQ WOOD ARE WMITED TO . 05 p,$J, MAX ASO, DESIGN PRIESSAIKE RAIINS I
<br />m
<br />I SI�,
<br />;,-- �, S� FLORIDA BUILDING CODE (Non High Velocity Hyrricons Zon*J
<br />� � � P�
<br />'i .,.A�
<br />�
<br />- -
<br />. - -
<br />. . .;
<br />*: ' D, 44167 I. S
<br />0020 Tum, ooc�
<br />24 GAGE GALVANIZED STEEL STORM PANEL 11 "'
<br />IRV", vy�
<br />; * : i
<br />-r'. - "*
<br />, ,� . ;TATE OF ,Z7 �'*7nf
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<br />.1. I I-- 11
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<br />GLOBAL PROTECTION PRODUCTS ' -
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<br />�
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<br />, , (.4 1194=1* L
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<br />'114111
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<br />I I t . =::�_, I, -
<br />� — ____ —_
<br />I 1111:11 il 1.
<br />INSTALLATION DETAILS FOR REGULA �� : .111, 1
<br />1� INTO WOOD-519MOUKS I
<br />'' 11 ___ , __ __.__".__1'1_1_. � ___ ____111______1___1f
<br />-
<br />7)7-7- -,,-;,f t,,- ' -, T, T -- `-; 71 tv T -- 77 `1 -1 - A SEPARATION i I __c1j I
<br />i �/ - ��
<br />1�11 � - .�', i 1
<br />��7� �`Ili WOW ANCHORS I __ 'to GLASS� - --- �
<br />51, z (SEE SCHEDULE A
<br />--,-,' � ($a 5CHMULE ON --) r ". ,
<br /> I
<br />4- /, - ,3 11...-�,, I
<br />I , � I I _f
<br />i" , SHEET I I) , - , � � s��,_ F, HEAD aot,z 0114 SHEET 3) _�� �'. :
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<br />� / ilt .L I . I- "-- - ----- I PANEL LENGTH
<br />WOOD HEADER, '�, " ! W! - 742, WOOE) ANCHORS ,,� � � I 1 [ IEZASSISIIIG�
<br />__ - I , " I
<br />: - "" " 7 I � (SEE SCHEDULE
<br />� "'
<br />1, �, , � . . I
<br />REQUIRED � I (SEE SCHEDULE ON - �.� "
<br />. , I _____ ___.__f ON
<br />f ,* G� i�� i - 1/4' - , - I � f�_�� i 2 � �GHEET 11 FUR
<br />4 t Ld ... � SMEE, 11) � -- I i_1.L_uF1 iFACER - �
<br />r= � F-wq
<br />MAX ". t�� 0 ,,&#',= �1` 5, ;;
<br />, , 1, � - , SRI 1 __cj ) C;,�� I
<br />- - 2-i
<br />, �', I __ : 11 t L_
<br />) 1i � _j ", � J1 LET - I
<br />�' I , I � --- - MAX-
<br />; � � WOOD HEADER- _,� ,� ;i,, ," , I f "N �,_ - -11 V I I f
<br />i v i I I - I ---- ---- ____ , - - ! I - -- 1, - -.�, I � j
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<br />1, �f,�'-_, � - r I I- "-�-- -- , � H I _1 ____j_____ �
<br />I 11 � I A � - , , - � - , !i, I' MAX. LONG ALUMINUM SPACERS a 1Z 1/2'
<br />I � �:,
<br />t14
<br />_j ;
<br />! i r,70,c� (SEE TABLE #1 ON 44W
<br />I W., � , cl) ; I i � -�,�',', 1 1," � 1, � 1�� i SEE NOTE - BELOW MR LIMITATIONS POk
<br />4 0 'L'
<br />I SEPARATION I 'L' MAX. wx � I 1/2, LONG'SLEEW.,
<br />I I
<br />TO GLASS, - PANEL LENGTH �", , " 6
<br />� � , I i
<br />S � LENGTH I �SEE SO4EOULE 1� '-, � � ; ;
<br />Err scmmutO PANr � � �
<br />I
<br />t
<br />I
<br />(SEE SCHEOLU I 1 f �
<br />I ON slim 3) ON SHCET ;I) L__.___,___1_A__ ON $HEFf 3�) I" � � i � _PANEL MATE FEMALE 10 OR PANEL MATE
<br />. I'I I �
<br />I i -1 - _-1-1 ------ - � " SCHEDULE
<br />ON SHCET IQ
<br />I �,�, �: ��
<br />�
<br />- - � - I I- I III=; I I 11 "V , r , I, : .", , t
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<br />[-- �� - - 1- .11 114 1Z m . ,I
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<br />! Wit, _14 1 .
<br />,
<br />I , "E�� 1: I SEPARATION I : I I .
<br />11
<br />, , I 2'X4* WOOD _1
<br />I ; =iilq___,� TO GLASS,
<br />- --------- I "; i � PLATEE REQUIRED
<br />�,�, , - __ , t � SEE SCHMAE )
<br />%H91 ,
<br />I
<br />-- _01
<br />i t ON SHEET 1) I I A- i�,.%
<br />I I � I f QIRECT MOUNT 1 -
<br />. � E * 1 4 �
<br />L_ �4__= _____j___F � I I
<br />_ ;
<br />r_ _____-I_ _� 0 1 1 I I
<br />,
<br />, � , . C54 SCALE IS -I'
<br />1 I 1 I 3
<br />_ -1-.
<br />, , I �
<br />I : , j I � , I #1 ON SHEET 11 FOR MAX..
<br />I i SOI; � I. -1 " - . � 12 1/2" olc� SEE TABLE . IV. LENGTHS A,
<br />I 111 or V 1 :.� ,--- "', 110.1 I Nuui� A -So DESIGN LOADS FOR THIS INSTALLAMON,
<br />I I ' ED ' ;
<br />I L� MAX� � - ' ----
<br />I I I
<br />�__
<br />�� .. 11
<br />, 1 _4,'
<br />I-
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<br />E , " __ -1 - i� i I � L I � � � � � ' il� i_ �11 i WOOD ANCHORS ** hm. i
<br />4811010,1110 0 __ � 7i � --- STAGGERED W/ $MD
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<br />I
<br />_ --- ---'-'--I-' � 1
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<br />`�
<br />I
<br />,�, ���- H -r--- ____ �,', i 1,�-� � �
<br />, -------I, , �. 11' i SHEET 11) (1) INSMOVION IS LRATED Im A M SIM BUILDINGS WITH 151_0�
<br />, �!, 1
<br />, 1 *1m, . i�! MAX WON Roor A RESUIXTIONA " Awt,
<br />211A* WOOD �� , I � : � � -q)
<br />]
<br />__ x __,� � ,
<br />==Is
<br />' I
<br />PLAJE PEOUIRED %, 1 ' �' ' 1 "", eULM4 HOPB WCATM ON SIM It).
<br />'�
<br />I
<br />,
<br />Ratak= �
<br />11, i , 11 ) �ij STAG.4,'T'1','/' ,,.a 1 I -.g=.S,= � :, � �,_.,,_I, ,,J"�, ,_.!�I(4' WOOD
<br />� , ��",�,� ,#M, AS
<br />, � ,,, ;, t , OD ANCHORS Gow Twet, COMPONENT . :AND, wt no" w OR
<br />,�
<br />,� � � � �:,_ P A
<br />I _J � � I LATE REWIRED
<br />SCHEDULE ON I SPACOD
<br />� 't' - '� - "
<br />, � (SEE LOW AS *W POLLOWN0 Wlul:� 1
<br />." " L i� � SMEE7 I 1) i ;t�,.VAn=SN,AM_ PAWX AT 0 "/O Q,CaH
<br />I i O"AH"D 111" A 04 12 vg� I'D, vcm ED I
<br />" ,
<br />I
<br />SHEET W I
<br />1:� I
<br />(1) mw" A" wimato PRM"r
<br />I I Wim IS .60, -O& "X z (3) WX 14 C" PANEL UOKIM IF LAWDE TO N' AT ANY OP1004 1
<br />I
<br />I MIS G A RMTR0CPW FROM LARGER Pftd�L UENVIS ALLOWED ON I
<br />H, __ . �
<br />,� I w ANDAW STORM Rkmal LENGTH m
<br />I ALL M IRE KQUNT I smouix $HOT IT),
<br />Qmw
<br />w -
<br />2,W (4)1 Vr��P%CrT�� #9A SHALL BE AS INWAIM ON
<br />(3) =Pj;2j;4RTALDLW4T% Z5 DANY. SCALE 3,/8.1' MIT UNN' W%CS QA ITS ONLY
<br />WALL MOLIKIING i W i I
<br />I
<br />VAUD 'ASDOITRWEDSY� I I
<br />ALIERNAIM I W I I FOR WM ZONES 1. 2 ANO
<br />I I" A" THE =0 Pth EDITON) OF THE FLORIDA
<br />SCALE 3/8-1 - T*) imsmuArm wu.Rt ONLY FOR "D I MALDNO ow.
<br />MNCS " 2 . ,, PER AS7M [ i I
<br />i
<br />i
<br />Tol"i-ce. i ,0,-`M"E"M0.% I
<br />
<br />� , ;"'& � ____
<br />eip'�'L�L!�t 110, ; I
<br />4tl .,
<br />�, **
<br />-yCen ** ,.,�,� -
<br />NOTES, _. \ fe_* v- -4 FLORIDA BUILDING CODE (Non High Vvlooifyy H.ricon. Z..0)l
<br />p r : 1. INVALLATION ARE JDNLY VALID FOR MAX- A.S.0, I - No. 44167 * -, I VZ= TOFZO� w 24 GAGE GALVANIZED STEEL STORM PANEL F.F�
<br />I . = w" Rp.
<br />DESIGN PRESSURE RATING Ui,s, I) AND PANEL LENGTHS S "W:
<br />� * . * S- -
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDMES ON SHEET 3 (EXCEPT FOR B � 7
<br />4
<br />S _,a,_ STATE OF GLOBAL PROTECTION PRODUCTS, LLC. "T"I"I'm
<br />COM&NEO IN ANY WAY TO SUIT ANY ALTERNATE 2W') i�� �-, / 1111.1 '
<br />ECOIN
<br />,--�
<br />,:;q
<br />� -p'. __ , � wr-
<br />INSTALLATION, , 10�j - � /
<br />�� V 4wo Im. 5 STREET -
<br />2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD ��_ i;,7��OAWI TILUT Tam."q * "am" 0 CRY ,N`�F F, =I.
<br />I- �' - _"' - - "' - - ,mo�, D'Xia-7,�M1 FAI (96"m'-s'
<br />L. (IN? NOl, � NoM A,H_, 1 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC i VIP, 2� M,Z� ��
<br />M.4�
<br />Cx-owls wNwm �-
<br />DENSiTY,OF 0.55 OR EOM, . m. , I -
<br />�1!�_111
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<br />_�
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<br />___.________________
<br />gu���. (C) 19 Lxmklq-tw."bL.5eLcL,c--,.B&=--2---LDI�_mw��
<br />_I/-"#
<br />1, STORM PANEL SHOWN ON THIS PRODUCT EVAUJAMON OOCU"E I (P�ED.) HAS PEEN VERIFIED FOR COMPLIANCE IN -ACCORDANCE - TAPCON ANCHORS, AS MANUFACTURED BY LT,W. BUILDEX, INC
<br />W;`TH THE 2020 (7U, EDITION) Or It FLOANDA BUILDING COM THIS STORM PANEL SMALL NOT BE INSTALLED AT MCI-. - #14-10 PANCIMATE FEAWL'S IN AND PANELRIATE PLUS ANCHORS, AS MANUFACTURED BY ID.CO CONS`[�TiMX IMICT5.
<br />VELOCITY HURRIC-ANE ZONES (MVM-DAOE / BROWARD CIDUMnES), - 1/4-P LAG SCRIEWS PER N zS '
<br />DESIGN WIND LOADS SHALL BE MIER-41NED AS PER SECTION IfOe OF 'THE ABOVE MENTIONED CW FOR A WGIC WIND - 7r'IG"o . 6/9' WOOD BUSKING. AS OLIMTUTSO, ffy ALL POINT SCREW. BOLT & SPECIALTY CIO.
<br />SvEED AS RFQUNED BY THE JURISDICTION, WMERV STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIORNLILT Qtt
<br />KD-0.8.5, USING ASCE 7-16 AND SKA-IL NO CXCEID THE MAAMUM (AS-0.) DESIGN PRESSURE RATINGS INDICATED ON SHEE,S C 1) MINIMUM THREADED PENETRAPON 94TO WOOD Of TAPCQN ANCHORS SHALL BE 1 1/2' AND r FOR ELCC FANELUATE PLUS
<br />3. 9 THRU 12 & 17. 18, AND PANIELMALE FEMALE ID
<br />To VERIFY THE ABOVE CONOMONj ULTUAATC DESIGN WIND LOADS DETERMINED PER ASCE 7-ifl VtAU SE fIR5,
<br />REDUCED TO A.&D, DESIGN PREMPIE RATING BY MULTIPLYING THEM BY 0,6 N ORDER TO COMPARET)HEX W/ YAX, (".O�) CI) MINIMUM THREADED PENETRATION, OF LAI SCREW. INTO THE WOW FRAME: vhr SMALL BE I 1/Z% No THREALGED
<br />! DESIGN PRESSURE PATNOS INDICATED ON SHEETS 3, 9 TRRU 1� S 17. 18, PENETRATION INTO SYUW0 SHAL, SEE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />C,
<br />11 1111. TO A111Y IHAT ANCHORS 1111 THIS P L., AS 711fED WERE .HOT OVER IEISEO, A ,1;1. IIIRFA_� W AU&NABLE:
<br />STIRM FOR WTIO LOADS WAS Wn USED IN THEIR ANALYST-S FAS7tWn SPACING To WOOD HAS BEEN DETERJANED IN C-1) MINIMUM EDGE DISTANCE O� tA-. SCREWS. INTO WOOD SHALL BE AS INUIC-ArED im THIS MWANc
<br />ACCORDANCE WITH ME),%, 2016.
<br />1
<br />STORM PANEL'S ADEQUACY FOR AmPACT AND WIND RMSTAIIIrt HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1�2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/5-� 1/4' 0-211 SCREWS USED SHALL St 1 1/Z- LONC MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMUDCAN TMT LAB OF SOUTH FLORIDA REPORTS I[0014.01-01 AND #0219-02-m-, AS SHOULD STUm SXIST� AN-, I- M"Mum, MR WALLS WITH NO STUCCO,
<br />I
<br />PER SSM 12-99 & ASTM E 33P-02 SHANCAAD!L AND AMERICAN TESTING LAB SOUTH FI.ORIOA REALM, #1123,01-10 AS PER!
<br />IAS-201 AND VAS-203 PPGTOICIILS� 040 AS PER W,LOULARORS, PERPORIMED IN ACCORDANCE W/ SECTION 1604 OF THE G 5) IN CASE THAT KFVAST GTORI OR PRECAST CONCRETE PANELS, STUCCO OR WOOD SOARDS RE FOUND ON THE WS"No
<br />WALL, ANCHORS S14ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,
<br />I'LORKiA, Bill DING COVE
<br />- ANICKRAGE SHALL BE AS AffATTEUNDC IN CA), C 2) st CA)
<br />I,2. ALL ALUMINUM fXrROJ%KINS 10 BE 600-16 ALLIDY AND TEMPER (UNLESS CNhF,RWLBC NCIMO)� SEE SHEET 2
<br />I IT* ANCHORS SHALL BE INSTALLED POILOW" ALL OF THE RECOMMENDATIONS AND $PECIFICA11ONIS PF THE ANf7HOR'$ MANUFACrUREX
<br />1 1 ALL ALUMINUM SHEET MrTAi USED AT CLOSVIRFS ,.HALL HAVE 310',-HI4 ALLOT� 6 PAN45 MAY A00 BE INSTALLED "GRIZON'TALLt FOI.LOARNr INSTALLATION DETAILS 5HOWN ON SEDDON I 'TKROU*H 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SMALL HAW STRUCTURAL OUAL9Y STEEL ASTY A-13" GRADE 60 MRQMUN� C-60 GALVANIZED THNINUCH S) EXCEPT THAT HEADERSO *(3 SHALL NOT BE U��tl).
<br />:�
<br />I
<br />1TF;I OESIGNA11ON W/Fy- 92.2 RAI (AFTER ROLLED). 9. ff SHALL BE THE RCSPONSTRIVIN OF TME CONTRACTOR TO VERIFY THE, SOUNDNESS Of THE: STRUCTURE WHERE SHUTTZR IS TO
<br />1
<br />5� A,I L SCREWS TO RE STAINLESS STEEL 304 OR � Is MSI SERIES OR COFIRMON RMS'TANT GDAJED CARBON STEEL- ASS PER DIN ATTACHED "TO INSURE PROPER ANCHORAGE, TIPS SHUTTER SMALL ONLY BE, ATTACHED TO VONCRM BLOCK OR WOW FRAME
<br />BUILDINGS,
<br />i
<br />500;E5 W1 450 Pji ImM 5DRENCT11 AND 90 k. TENSILE SOLENCTH AND SHALL COMPLY W/ FLORIDA ?U%Dt ,CODE SECTION
<br />i
<br />2 41 36.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER GO'. AS PER SECTIONS 1, 2, �, 5, & AND ALTCRNAHVES JR. 3W & 4W on
<br />I
<br />;;,
<br />I
<br />S14MS 4, 5, 6 & 7 RESPECTIVELY,, SHAILL PAVE A LEGIBLE AND READILY VISIBLE RANKING IMIETBOCTINr OWNER ON T04ANT TO
<br />i
<br />B. BOLTS TO BE AYM A-307 GALVANIZED STEEL. OR Art _�04 SERIES STAINLESS STEEL, WITH 116 k�i MININIVIE TIELD �,FREXGIH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERmos OF HURRICANE WARNING
<br />i
<br />1, ANCHORS TO WALL SHALI_ BE AS IOLLOW�-, 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CALkK ALL SHUTTER COMPONENT EDE WF,CM RE"N TH CW1iNUOL* GoNTACI Witt
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION
<br />I
<br />(A) T2_EK0Wf._aQ1J&M_=!GWT
<br />t
<br />- 1/4-0 TAPCON ANCHOn AS KANUFACTIALD BY IJ* BUIU)EX. ING N;., t'3192 P.,) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLOS ANY BUILDING &NO ZOMNC REGULAiiONS
<br />I
<br />- �/4* %� 7/a* CALK -IN ANCHORS, AS MANUFACTURED BY "_ ALT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />>
<br />1 .0 $DUD -SET ANCHORS, AS W511PRUTM BY ALI POINT SCREW, BOLT & SPECIALTY Co,
<br />119
<br />(MR, 1,.-3000 -.1) TZ, (d) THIS PRODUCT EVALUATION DOCUMENT (P.E-D-) PREPARED BY THIS 04GINEER I$ GENERIC AND DOES NCIT PRWDE WFORMATION
<br />114-10 PANILMAIT FEMALE 0 & PANELM&TE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRU459ON PRODUCTS. FOR A SITE SPECIFIC P ECT; i,c WHERE W- SIM CONDITIONS DEVIATE FROM THE P,110
<br />- 1/4'0 ZAMAC NAJUN ANCHORS, AS MANUFACTURED BY DEWALI, WE, (h) CONTRACTOR TO BE RESPONS0I FOR THE SELZCTION� PURCHASE AND INSTALLATION NC,LUDING LIFt- SAFETY OF THIS PRODIU,
<br />I
<br />Z.G ,,H,,N,,, AND BASIC ON THE 1,1*11, 'Ho,"". N'/'N' I;. ".I D. M "" COND ....... S 1XIAMID N THIS ' CU , ,
<br />1-11, MINIMUM 1.811WINT. OF TA111111 ANCHORS 1111� POURED CONCRETE 11.1 .1 1 1/1% 2' FOR � An """ , III Mrs
<br />tDONSTRUCTION WELY AT SIM 5 THE I'MRACTOR'S RESPONSIBILITY
<br />� 314' FOR ZAMIAC NA)LIN ANCHORS,
<br />W TAS, PRODUCT rvALJATION DMIMI WILL BE CONSIDERED NVALD If MIOO�FIW-
<br />A,2) CALK-114 & SOUO-SFT ANCHORS SHALL RE ,-VIRE.QbEn 1/6' INTO THE POURED C_ONCRLT`_ NO EMBEDMENT INTO I
<br />SIV= SHAJ_ RE PVRMITTED� 1,4' Z0 SCREWS J%V $HALL RC I �/2" LGW-' M;MMUM SHOULD STUCCO EXIST, N) SITE SPFCITIr PROJECTS SMALL St. PREPARED Er( A RORMA FIECTISTENEU ENGINEER OR ARCHTECT WHICH WSII OF-POME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, ANn MAY SE kAMIEG SCREWS OR ALL THREADED SCREWS W/o HEAD, ENGINEER OF RECORD (E.O,R.j PON THE PROJEW AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WING NOYS PROPER USE (IF TWN,F,0 VMUNCER OF RECORCL ACTING AS 01 DELEGATED ENGINFER TO THE
<br />RE�D ENGINEER, SMALL SUBMIT 70 -1415 LATTER THE SITE SPWFIC DRAWINGS FOR REVIEW,
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