|
MAXImUm &S.D. RMIGN PRESSURE RATING (p.s.f.) AND
<br />EL LENGTH *L* SCHEDULE
<br />FOR SERIES 1000/2000 E=Z HANG STORM PANEL M SYSTE
<br />LMI In FAIL V Fnw - U-II'Li I 81 NS 65 PER UOQbk-l���C,
<br />I
<br />BEIE i Ml�i�l
<br />MW
<br />I
<br />"FOUCIMOU 10
<br />1
<br />I
<br />IN
<br />SOVITONS
<br />.65a. -75Z ,,o, OR LESS
<br />i
<br />2 g/le,
<br />I WLEID .
<br />1 v, 2'. X� 1-W
<br />1
<br />--
<br />1
<br />--* * rill,
<br />-
<br />,.65.0. - 75�3 1 70. OR . - LESS
<br />11
<br />I 2 7/8*
<br />1 .
<br />1 1 . 11 -
<br />- w
<br />C&EY46.0 1�=. . AII . yilli�. .1 �NLHLAP A, .QX ot PANEL LLWTH
<br />OF
<br />, PANEL
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<br />izel;t�ly-19W.1111aicKsiaLbAtitillfl;i:qlw wiliti.01;41111130:1][41141 *q. �,
<br />�W- - -N�M I JILL, *1L 0
<br />haMIMUM
<br />A,S.O� DESIGN
<br />"KIMUM AN*MRS WOO" FOR E- D� . 3 1/2- -
<br />--W -
<br />APPLICABLE 70
<br />PRESSURE
<br />RATING ,
<br />"C"C"s 1 e
<br />AKT =;:I-
<br />MAXIMUM PANEL
<br />LENGTH *L' [M.)
<br />T.PXPIS ! CALK-
<br />�
<br />PANELAATE FUJAIX 0 1 i7MEJAPTE LL�
<br />10 COOCRCTE
<br />TO CONOMER fM CONCRETE
<br />-
<br />10 =:ICLE
<br />-
<br />I TO coNcRM
<br />CONCOE"L TO CONCRETE CONCAM
<br />BLOCK
<br />(P..J.)
<br />I
<br />I
<br />;I
<br />12*
<br />1
<br />N/A
<br />1 12'
<br />N/A 12* N/A
<br />I' & 2, (TOP)
<br />:
<br />I
<br />I -
<br />IT'
<br />3-* 1 10,
<br />----r--
<br />I
<br />I
<br />A . 1. I 4-
<br />V (BOTTOM)
<br />i
<br />i 12'
<br />- - - I
<br />3---7 —,2-
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<br />I a-
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<br />$EMS 2 +
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<br />/A
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<br />N/A 12 1/2' 1 li*
<br />V (801109)
<br />AFIS&G, -7--3�--!41--.-.�l�---!--��-__�_,___!___,__._______
<br />7.
<br />-
<br />N/A 1 6 112-
<br />N/A
<br />4 1/2"
<br />N/A I 4 1/2' 1 N/A
<br />" "
<br />S (TOP)
<br />70" OR LESS
<br />12,
<br />N/A 1 12- -
<br />--
<br />N/A
<br />-�/
<br />51 TtZ-1
<br />/A t= 1
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<br />--
<br />Y (Bar'.)
<br />-
<br />12*
<br />-I-
<br />N/A - 12-
<br />I
<br />N/A
<br />12' 1
<br />_
<br />N/A IT 12* 1 N/A .
<br />
<br />1 4' (TOP)
<br />I ;
<br />12- 1
<br />6- i , ,Z"
<br />i 9 1/2-
<br />12 - j
<br />_
<br />-Wl 1- -1- 'I. . . I
<br />A. (BOTTO-)
<br />I . I
<br />* LIMITED TO 66.0 O,J. ASO. DES" PRIESSLIFIE RULING,
<br />A SEE SHEET 26 FOR ANCHORS " & SPI FORT INSTALUnIONS INTO WOOD
<br />FRAME
<br />Somalia
<br />MINIMUM ANCHOR SPACINGS AND M�W EDGE WANCIF AM INDkATED ON THIS
<br />SCHEDULE, Poll ED- LESS THAN! MICATED ON SD90ULZ REDUCE ANCHOR SPACING
<br />By MULTIPLYING SPACING SHOWN ON SCHEDI OF THE FOLLINIVIG FACTORS. FOR
<br />'TS OPERATION TO BE PMSW-F REDUCED SPACING OBTAINED USM FACTOR SHI
<br />NOT IE LESS THAN M"ARIM SPACING 004AFED FOR JACHI ANCHOR TYPE AT
<br />ANCHORS LEGEND.
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<br />+ REQUIRES M- D67-ANCE BETWEEN EXI OF PANEL i JI/2
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<br />AND 0 TO BE, 1/2' kil II
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<br />I -
<br />++ REQUIRES M DISTANCE BETWEEN BOTTOM OF PANE. !
<br />AND 0 TO BE, 3/'V I/16,
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<br />FLORIDA BUILDING CODE
<br />7
<br />COMPONENTS FOR REGULA& LIFE SAFETY & E-Z HANQ STORM EANEL SYSTEM5
<br />(SCALE 1/2=1-)
<br />- - - - - ----- - ------ � - - - - 15.125- (TOTAL WIDTH) , - -, - - -- , - ". - �.- -- -, -2,1811- -
<br />---- - - - - I --I 2,500- (EFFECTIVE WIDTH) - -1--l- - -,--- I -, �� Igr I
<br />- I f, - 1 -, L 11*�V-111'
<br />� CL iw - ."0* - IS. ..
<br />� - - 0 t/A, (nr�l -- - I I v- I ,3)4�-- 70 ANGLE 0 6 114*
<br />� 1 " 1 ,125' - I
<br />ano. ,,,�- - 1.3,50' - - 1,31,w T- 1,35w - , : 1250 , too' lae-, �, .060, . CA 0 17, sIr DO,
<br />, I I I I I I Ima, I - I It I PC , ". - "'VoCto,
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<br />; ,� - MIN, THICK *1 � , I z1�5 - I
<br />� I , I �-' I I .
<br />0,024 'L
<br />11(7k")
<br />I I HEMMED \ rALAWZM sum I -- w , 11 . 671 ,
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<br />EDGE ASTM ABW " IYP, [ - '. .210)0- � '084, "PW
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<br />-I,-
<br />GRAD - so m"k4um HEMMED, ;�- I ! ,."'m -
<br />,E y- j
<br />60 ,
<br />MV EDGE - 125 - 4
<br />OCTAIL A i . 0"' -I�IIcoj
<br />49
<br />1 -- - --------- � I - - - - I_ 1- - 3�5- - ryl, " (TYP)
<br />- -71 -
<br />1 STORM PANEL - - -I
<br />I
<br />-,,,, - OET,AL- - - 2.000', - I
<br />, LA -
<br />PANES SX411 BE INSMLED ALWAYS - -- 2,357' - -'
<br />I
<br />FROM LEFT TO RIGHT W/ 1/2- LEG
<br />PANEL
<br />(�) -H- HEADE (�) IF' TRACK (�) ANGLE WIT14 STUD
<br />AT END AT LEFT SIDE OF
<br />-
<br />,
<br />-1 --- lyp� TOP EDGE 0.024' (Wil.)
<br />I I I OFINNEL
<br />I
<br />PANELS IND LIP � - " GALVANIZED STEEL
<br />- 1 .3w ..270' � 1.
<br />I W/ HDARD EDGE >- ,--' �,,- - I i �.T .. PANEL � I . / 11
<br />, A� If , I
<br />-- -- 1, � ;1 , ,
<br />I - -1 - - ,a 13y, 0.270�j , � I .�,,, `
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<br />- - �' - ��� ED.. I i , Y - �' I - I
<br />/:/, �-, -1 ->:�, , ,141. � I � .wuj) a 25I
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<br />�=�--:�--' 1407 . , I
<br />I - I -1 � 00 MO, ,�, I
<br />- Z-591 11- . HEMMER -,
<br />- , - , ,-
<br />-
<br />� ' PANEL - - (1�1 OR (R
<br />- 2.250' - I I . I ,- - �J - �.- .11 �
<br />� - �ZF0270
<br />1
<br />I I.iI, 1 METRMywN-"jAILA 3 i.7 - , j �
<br />,7 '.1
<br />I 17,2IS, i , EST, I I �
<br />, 4 ROUNDED CORNER 0 ENDS Of PAWL'S I, - 19I ,093- � I -�
<br />� u,.$1*,
<br />-2376, -- END LIP ill/ HENIMED EDGE, 1, , i Z�-
<br />,
<br />I (Pil S) 175, -1-1 ...... TYPI BOTTOM lffAU,J
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<br />1500* I '091, OW -0 I (�),KEY HOLE MHER (�) - -
<br />1750* 072, �TVP) .7501 1OS-HIS4 ALUM A11DY KEY HQU AT PANE - 750' -
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<br />*SEJE SHEET 6 FOR ADDIVOINA,
<br /> -- 4 2 -.750-- .81 3 LIMITATIONS If SLEEVE LJI 15 I 1',
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<br />' _ .125* � ONLY VALID FOR INSTALLATIONS IWO
<br />1.250 . i .375 . (�) SLEEVE 2 1/8 4 A. '� - WOOD STRUCTURES
<br />---I VAL-LEHM
<br />t�"ql - -- --f 1-2.ODD* - , .0 00' 3 7W
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<br />L� , %3" - --' I ,2!!, 2 �Go It Aol�
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<br />- ?SA8 - - - 1-11 (TYR), �
<br />8--0011050 L .-- - -- I_: "750' ,2W-_ _
<br />�
<br />' � (7w)
<br />(�) ff&-aLjiEA= I
<br />-1 - - - - I" FUR. TO 5' M.. --- -- , I
<br />I
<br />- 2 BUD'- -- I I
<br />@ ANGLE
<br />WRL; (5 'J' IRAQ 4 PANEL MN9ER
<br />"4100th"
<br />.j!L4- - - 3.COO' 3iI -
<br />I , `,--:.,2-, ��.Tg/oq;�,I,A 0 1/4" moz
<br />I ,"'-'�"'��
<br />I - I I (USE ONLY FOR E-Z HANG STORM PANEL
<br />_: �So" ."- - �,,"'W',--�Wllj
<br />- -F � �"j\
<br />f- F--�:�'�,,- .r',',e- 1 482 4g
<br />� , .47;� f- - ",275- MIN " I _ , - SYSTEM) 6063-76 ALUM. ALLOY
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<br />I?'. I I-, � I f . : � NO,44167 1 s FLORIDA BUILDING CODE (Non High VeLocily Hur Icane Zonfl)j
<br />11 — �� ., ,�"!'. .5ro, L, -
<br />--MIN OF E(S) MIN. 0 0 2 -- *-:�� - -- ----- ---
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<br />� .. "" MIN �
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<br />@ BujLI -r (R pu&I fir TRACK @ & (�� wzwsicu wiNGNuT � - cpavet; -
<br />- M=7-10 J - I - If -
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<br />TRACK ANGLE (7AMAr 3 ALLOY) III uAl'.-ORATURI ,
<br />=IM!41.1i, � 1-427EELTW2LOH,
<br />-
<br />----*--- ---- ----
<br />INSALLATIM DETAILS FQR REGULAR ELANEL I
<br />� INTO POURED QQNCRETE OR CONCRETE BLOCK STRUQTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATT
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<br />CONCRETE ,A. (SEE SCHEDULE ON rKSTT,iG POURED CONCRETE -, ,
<br />I (SEE SCHEDULE ON � DOSTING POURED CONCIRM SHEETS 9 THROUGH iO) OR COMORFIT BLOCK
<br />SHEETS 9 THROUGH 101, OR CONCIII BLOCK REOURED. -
<br />REQUIRED. Z, ''
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<br />1+ j, _&TEII LEG , -
<br />---f-D �f,'�� �/ LOCATION CONCRETE ANCHORS � ... �---,
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<br />CONCRETE REQUIRED , .,-,f. I -- - '- L
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<br />I �- -.,� ,-� , a 11� - ,a) �" SHEETS 9 THROUGH 10) ' -r 2 I/a- LONG VAX, ALUMINUM
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<br />SHEETS 9 THROUGH to) -
<br />SHEETS a & lo)
<br />QUIPING AND N OR MQUNIIH9 I QUI MOUNTING WALL MQUNIINQ W ISMERS a
<br />SCALE 3/8-1- W%T� SCAUC 3/8-I,
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<br />(2) PROCEDURE To OMWK MAXIMUM PANEL UENGft
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<br />�, .. \Ii� -!;� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
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<br />I � INSTALLATION ARE ONLY Vk1jD FOR VAX, A,S.D, z - e"Inc, TITM w- �
<br />j x , No. 44107 1, == 24 GAGE GALVANIZED STEEL STORM PANEL I TP.,
<br />,URE . z * , I - IMANY
<br />DESIGN PRESS RATING I,p�s I) AND PANEL LENGTHS = � * I -
<br />* Z
<br />.
<br />TOP & BOTTOM MOUN7LNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = . . -
<br />COMBINED IN AW WAY TO SUIT ANY ALTERNATE ZVI') -- -,3,. --- = ��- /
<br />SIATE 011 - t-� 11LIEC 0 GLOBAL PROTECTION PRODUCTS, U.C.1 07/2"n"""
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<br />INSTALLATIOLIN, 11111 I , 110RIDIN�- =,-. - - MIOG SK. 51 SIREEIT
<br />1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD "V m`U O"Imp FL - i 20-175
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<br />MEMBERS TO SE SOUTHERN PINE No 2. W,l SPECIFIC -poill LPII "-I.. FAIL (-.KllUHIrnLY
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<br />DENSITY OF DI55 OR EQUAL. 14MIAMPElp , ruit/uolt CA-VOGII
<br />WALTER A Tw�r &� PI M �- I I I �
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<br />Wtg&,&A�e A.G`d-.zT"rnVAW!AfLW �GOC I
<br />I UMFNT (EI I" BEEN VERIFIED FOR COMPLIANCE R, A'COMANCE 1/4"It TAFACON ANCHORS, AS MANUFAMVRED En OW BUILDEX, ING
<br />'TH THC 2020 (7th EDITION) OV THE FLORIDA BUILDING CORE TRI STORM PANEL SHALL NOT Eff INSFUILLED AT HIGH - JIT4-10 FANCLMATE FEMALE ID AND PANEIMATE PLUS ANCHORS. AS MANUFACTURED En ELCO CONETRUCtICH FROOIECIS�
<br />S
<br />I WYELDI
<br />HURRICANE ZONES (MULAH-DADE / BROWARD COUNTIES). - 1/4'0 LAG SCREWS PER NJI
<br />DESIGN WIND LOARS SHAII BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE Von A BASIC WIND - 711VO , 5/8' WOOD BUSHING. AS DISTRIBUIED By All. POINT SCREW, BOLT & �PECLAETY M
<br />1
<br />SPEED AS REQUIRED Ely THE JVRISUCTION WKERT STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTICNI FACTOR
<br />I
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<br />KD0.85, USING ASCE 7-16 AND SHALL NO M-ED THE MAXIMUM (III DESIGN PRES--RE PATDIDS 411"TE0 ON SHEETS C 1) MINIMUM THREADED FIEN17RAMON iNM WOW OF TAPCON ANCHORS SHALL BE I 1/2� AND Z' FOR ELCO PANELMATE PILL -
<br />3. 9 THOU 12 III 17, 18 AND PARELMAJ-1 FEMALE TO
<br />IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL, BE III-
<br />REJAXED To &S D� DESIGN PRESSURE RATING W MULTIPLYING THEM By 0,6 IN ORDER TO COMPARC -,+--t Iff MO (AS f) C2) MINIMUM THREADED PENETRATION OF LAG SCREW, IWO THE WOOD FRAME UNIT SHALL BE I l,q- MO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS �, 9 NRU 12 & 17. 18 PENETRATION INTO .STUCCO SPA,L BE CONSIDERED AS PART OF THE REQUIRED THREADED PO4CURATION
<br />IN ORDER To VERIFY 714AT ANCHORS ON THIS PEG, AS TESTED WERE NOT OVER STRESSED, A MR INCREASE IN &1OWABLE
<br />STRESS FOR WIND LOAM WAS Ma USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C, 3) MlNLMUV EDGE DISTANCE OF LABC SCROWS, INTO WOOD SHALL BE AS INDICATED IN TWS CNAWYNC
<br />ACCORDANCE WITH N.B.S. 2015
<br />STORM PANEL'S ADEQUACY FOR 4MpAI AND WIND RESISTANCE HAS BEEN vmrtED IN ACCORDANCE WITH sEcr)DN ifiOlLi�2 Of CA) MINIMUM PENETRATION! OF W0012 EI SHALL BE 5/8- 1/4- 0-20 5,CRI USED SHAU BE A 1/2- LONC MtNAAUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS JOBTA 01-01 AND 10219,02-09, AS SHOULD STUCCO EXIST. AM l' M04MUM FOR WAUJS WITH 1,9.1 STUCCO
<br />PER SSTV 12-99 & ASIV C 330-W STANDARDS, AND AMERICAN TESTING LM SOUTH FLORIDA REPORT #1 1 2101-10 AS PER
<br />TAS-20i AND TAS-2W PROTOCOLS, AND AS PI CALCLITATIONS PERFORMED IN ACCORDANCE W/ SECTION 1TI OF TI C 6) IN CASE THAT PRECAST EFONe� 09 PRECASr CONCRETE PANELS, STUCCO OR WOOD BOARDS BE MuND ON TI4E EXISTING I
<br />FLORIDA BUILDING CODE WALL, ANCHORS SHALL BE ED% ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUI PANELS,
<br />ANCHORAGE SHAI BE AS VENPONEO IN C 1), C 2) AL CA)
<br />2, ALL INUMthEM EXTRUSIONS 10 a 0063-TG ALLOY AND FEMI (UNUSS OTHERWISE NOTED), SEE SHEET 2 �O) ANCHORS S14ALL BE INSTALLED FOLLOMI ALL OF THE REFOMMENDATION'S AND SPErIFKATONS OF TK ANCHORs MANUFACTURER
<br />3 AkL MUMNUM E8Ev METAL USFO IC CLOSUPPS SHALL HAVE 310,5-HI4 ALLOY. 8 PANELS MAY ALSO BE W57ALLSO HORZONTHELI FOLLOWING INSTALLATION DI SHOWN ON SECTION 1 THII 6 LSHLETS 4
<br />4 ALL STEEL SHEET METAL, PANELS SHALL HAW STRILICTURA, QUALITY �TEEII A!1M II GRACE 80 WHAILL14, 0-60 GALVANIZED -,HROAH s) EXCEPT THAT 'IEkxRSQ III@ SHALL NOT BE USED.
<br />�
<br />51EIL Gisr"I W/JFY- 1322 WI (AFTER ROLLED). 9. IT SHALL SIT THE RESPONSIBILITY OF THE CONTRACTOR TO VI THE SOUNDNESS Or THE STRUC,'RSRE WHERE SHUTTER $5 TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTLIT SHALL ONLY Of ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />15. ALI SCREWS TO BE STAINLESS STEEL 30A OR 146 ATSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS,
<br />5ou;EI WI 50 .Ai ,EEU STRENGTH AND So ;AI, TENSILE S`,RLNGTH MO SHALL COMPLY A/ rt,.RIT)A OU"I CODE SE0ION
<br />- - K-, 1W, 3w & w ON
<br />211 1 14 10 EACH REGULAR STORM PANEL Wln� LENGTHS OVER 90, AS PER SECTIONS 1. 2, .� 5, 6 AND AL194NAl 4
<br />SHEETS 4. 5. 6 & 7 RESPECTIVELY; SKILI HAVE A LEGIBLE AND READILY VISIBLE M-RI INSTRUCTINK OWNER OR TENANT TO
<br />e BI TO BE ASTM h- 507, GALVANIZED �MEL OR AjV -AGA SERIES SIALI STEEL. WITH 36 kv MINIMUM TIVED STRENGTH SECURE PANELS WI APPLICABLE RE EINMRCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SMALL BE AS MI I I THE INSTALLATION CONTRACTOR is TO SEAL/CAULIT ALL SHUTTER COMPONENT EDGES W"f,4 REMAIN IN LONT1,NVEILIS ,:ONACT WITH
<br />THE BUILDING TO PREVENT IIAND/fLAIN INTRUSION
<br />IW a 1X15T-NS-FQv=9v-4q9L7-
<br />I - 1/4'0 TAFICON ANCHORS AS MANVFACTURED BY ETW, BUILDEX, INC JM;, ;'1192 P..) 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS OFI P!JjS ANY BUILDING AND 10FING REGULATIONS
<br />I - 1/4' 0 x 7/0' CALK -IN ANCHORS, AS MANOFACTURED By MADILL INC PROVIDED in 114E ,)URISOCTION WHERE PERMIT IS APPU T Q.
<br />I - i/4'0 , 3/4' SCLO-SE7. ANCHORS, AS OrSTRIBuTETI BY AiL, POINT SCREW, OW & SPECIALTY CO
<br />(MIF V.-Jaw P-0 I -- (I;) THIS PRODUCT EVALUATION OCCUMEN'T III PREPARED ET THIS ENGINEER IS GENERIC 0 DOES WT PROVIDE iNvORMATFM
<br />I
<br />FOR A SITE SFECJFIC PROJECT, I F WHERE THE SITE rON: E DAN
<br />- 014 In PANELMATE FEMALE 0 & PARD,MAI PLUS ANCHORS, AS MANUFACTURED Ely ELCO CONSIPUCTION PROOL!CTS.
<br />- , /4�* 2AMI NAILIN ANCHQFS� AS M.041,1FACTURED Ely DCWAI NC� (b) CONTRACTOR TO RE RESPONSIT", FOR THE SELECTION, PURLW,SC AND INSTALLATION INCLUDlNG LIFE SAM OF THIS PRODUCT
<br />I
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANtHC*E MR) POURED, CONCRETE SHALL Of 1 314�. 2- FOR ELCO, PANELMATE AND EASED ON ,HIS PED PRICAADED AII/SNE DOES MCI DEVIATE FROM THE CONOVIONS MAILED DN THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S 415PONSIBILIT"
<br />I .',/4- FOR ZAMAC IYALIN ANCHORI
<br />�c) THIS PROOLIC.1 EVALUATION DOCUMENT MET, BE MISVERED MAUD IF MOD4nry
<br />A2) CALK-W At SSOUI ANCHORS SHALL BE EMEEDDED 7/6- INTO THE POURED CONCRETE. NO EMBEOME14T INTO
<br />STUCCO SHALL BE PERMITTED 1/4� 0-20 SCREWS USED SHALL BE 1 112" LONG *&NfMUM SHOUILD STuCta "'I'SIL (,j � SITE Specific Pllwrcts SH,N� BE PREPARED BY A FIORIDA RECIMFIED ENGINEER OR ADCHTTECZ� WHICH *U� BECOME THE
<br />AND 1* MINIMUM FOR WALLS WOH '40 STUCCO, AND MAY RE HEADED SCREWS OR ALL THREADED SCREWS W/0 HEAD, ENGINEER OF RECORD � 11 E PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />A 13 HIN12
<br />PROPER USE OF TFIF OF RECORD, ACIV14 AS A DELLOATI tFIGNEER TO THE
<br />BUT WON WINC NUI-.1 i 0 NCTIZI
<br />PIE.O ENGINEER SHALL SUBMIT 70 OFS LAMP DIE SITE SPECIM DRAWINGS FOR REVIEW,
<br />A -!I) IN CASE THAT PRECAST SIONC, PRECAST CONCRETE PANELS, PAYER$, MCCO OR WOOD BOARDS BE MUINO ON THE
<br />EXISTING WALL In I'LOOR, MK41M Sl-AL LIE TONS ENOUGH TV REACH THE MAIN STRUCTURE 80'UND SLICH PANELS WI THIS PEO, SHALL " -THE DATE 94D ORIGINAL SEAL AND SIGNATURE V THE PROFESEUDNALL
<br />ANCHORAGE SHALL BE AS MENTIONED W Z11 Mo IN A.2). ENDIVE& OF RECORD JHAT PREPARED IT
<br />IS) ro-;Xi�in.Ng-�lqbrwl.-"Wc,K-*"�L-A�- i4, SHUTTER MANOrACTUPEWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />: :/4' 0 TAPCON ANCHORS AS MANUFAC3,14REW BY I T W BUItOEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />SHALL BE PLACED FOR EYERY OPEW14C LAOCEING TO rOMPLT WITH SECTION l7Q9It3 01 THE
<br />/4' 0 . 7/8' CALK-iii ANCHM, AS MAMIFACT104ED By OFWALJ� INC FLORIDA eVJI,DiNG CODE
<br />- 1/4"O X �i/4* SOUD-SET ANCHORS ' AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPEcIAI.Tt CO
<br />Ill
<br />- 014 -11 UANEtMATC FEMALE rD AND PAUNMUMAI PLUS ANCHORS, AS MANUFACTURED 01 ELCO CONSTRUCTION PR%�"Hl1iNjfI
<br />- I -
<br />/t . . Z4MAC NAUN ANCHORS. AS MANUFACTvRED in DENALI. INC 1P%11Wk A-
<br />.
<br />�� ....... �..
<br />.. -
<br />.
<br />N
<br />9.1) MI tMUM EMBEDMENT Of TAPCONJ ANCHORS, FECO PANEEMATES AND ZAMAC MA;LiN ANCHOR, ,HTQ THE i . '--.
<br />, vkc . �s
<br />BLOCK UNIT SHALL BE 1 1/4I 1 FLORIDA BUILDING CODE (III High Viliotily Hur Lcone Zone)
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