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<br />1-7:6 - 045.71,111&1(-�;;'MJI,'IA194OWit,ill'I
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<br />MAXIMUM ASA
<br />Not
<br />I Wasiv SEPARATION
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<br />A.M. r-
<br />.Xic
<br />GLASS
<br />comwmw
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<br />.N.O. -75.3
<br />70* OR LESS
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<br />SOLITED .
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<br />11, 11% 31. 1`111.
<br />I
<br />VIN A, - -
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<br />.66.0. -7ti.3
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<br />ENS iW,�SAV * WINOMLT AT OVERLAP & Ross OF PAM LENGTH
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<br />- .... -
<br />APPLICABLE 70
<br />RT,04 11 Sk
<br />ANY "MORYM
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<br />`MxMJX PANEL
<br />LOOM ILI (I,)
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<br />I - a 2' (TOP)
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<br />=1
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<br />V (emstim)
<br />SERIFS 2000 +
<br />12'
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<br />i2*
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<br />1.
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<br />1, (BOTTOM)
<br />5001ES low +.
<br />-66 0. - 1b.3
<br />__!/A __
<br />_ ___
<br />I"
<br />N/A
<br />N/A
<br />N/A
<br />__71
<br />71/2
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<br />- 11
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<br />4 112*
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<br /> ,-
<br />1, ,/1.
<br />4 1/2"
<br />_ -_
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<br />N/A
<br />2. (Bottom)
<br />3' (TOP)
<br />70* ON LESS
<br />12'
<br />MIA
<br />A
<br />12,
<br />N/A
<br />9 1/2'
<br />N/A
<br />I 9 112*
<br />R M
<br />3' (BOTTOM) �
<br />12* �
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<br />12' 1
<br />MIA
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<br />1 12.
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<br />j22-j
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<br />* LIMITED TO #&a P.&I. AS.D. DES" PRESSURE RATING,
<br />6 SIX BMW 30 FOR ANCHORS ?WE & SPACRIG FOR WOALLAY06 Wig WOOD
<br />FRAME MADM
<br />MINIMUM AROMOR SPACOM AM WMLW OM Oliffillsof AN *$CKAIM ON THIS
<br />S*qMAL RW " LESS TRAM 00"= ON BOWDLU ROM ANCHOR $14CING
<br />IV "toL*m SPACING awa ON SCRADIALL of THE FM� FAMM. FOR
<br />IM OPERATION TO K PMOM MXM MC04 OWA14ED UNC FACMA SHAL,
<br />=MKU= WORM SPACING "WAT90 MR EACH AIOM TYPIE AT
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<br />+ REQUIRES Mo, OISDAINCIE WrAUN BOTTOM OF PANEL 9,
<br />AND (D 14) BE: 1/2' _Jt/r
<br />-l",
<br />r4h--0
<br />++ Arclumits W awma WRIFEEN BOTTOM OF -ILIL_A, ""
<br />AMC (D 10 OI t-71 M..
<br />FLORIDA BUILDING
<br />ULAR UEE
<br />SAEETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-I-)
<br />. I I
<br />- - - �-
<br />I . _ 15, 1 25- t7OIAL WIDTH) - I - __ -_ � -_
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<br />, 6
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<br />_12.500' (EFFECIvE MMH)- - - -
<br />CL . � , 6 1/4. (TYP.) -
<br />- 1,3w, -
<br />�
<br />0.024' MIN. INCA
<br />I- - : - jor
<br />� I i 750,tl, 1
<br />r- �
<br />- I
<br />, "I� 1.250'
<br />i - 13 � Q. - I �, �wo- . _jOo` L
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<br />EDGE
<br />GALVANIZED STEEL
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<br />TYP �v M. .004" - . - 14�
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<br />'350 (3) mgm Pmr I - ,3,.-
<br />I ! , i -375'
<br />KTOA A - 2 000---- I
<br />PAWLS SKILL K #A7WM *LVAYS
<br />FROM UEPr 10 Raw ill/ 1/2, LIC
<br />PANEL
<br />- 2.387' -1
<br />(��)
<br />(�) -F- TE&V, (�) ANGI1 WIIN STUD
<br />AT DO AT Wl WE OF
<br />"".1:,. TOP EDGE
<br />"' , ,� � -, I glow. 0,024- DMIM.)
<br />AMMOLS 040 L? ,� 11� � .m. Ram" GALVANIZED STEEL
<br />W/ Mrsimem MOE , _� ", I , , -_ j 4 � I. PANEL 11, I I
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<br />105-$4154 ALUM ALLOY (�) - __
<br />I.&, BOTTOM p1maj
<br />a= or "IC
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<br />I
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<br />:
<br />2.124- ". ., 750* -
<br />121.
<br />4 1 .SIM SWU 6 FDA AOOMOK-L
<br />At], LIMITATIONS OF SAIIEVE LOW), is I J*.
<br />"L Ol WAR, POR INSTALLATIONS Also
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<br />4 AIRIF,
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<br />wow STRUCTURES
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<br />3L750'
<br />I- 2.54a'
<br />07 REL_*e...NEAQER
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<br />(B 'j- TRACK
<br />I I
<br />@ PANCL HAN9
<br />,V4'
<br />I .
<br />I
<br />- 3.000*
<br />� SOR , %.; -
<br />I I I . .200 .0112,
<br />_� 51. 4�T. ..., I
<br />0
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<br />(I I,I V"DE)
<br />(USIE ONLY FOR E-Z HMO WORM PANEL
<br />SYSTEM) 063-76 ALUM. At-LOY
<br />:
<br />1.5 I 71,
<br />I
<br />.27V MIN
<br />_� I
<br />11 it , 0 1 1125' , i
<br />2. .bk () 17..
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<br />. I i�, 1;�. T I& MIN. * I-
<br />123"
<br />.1 -
<br />- I'D WAIT % FLORI BUILDING CODE (Man High Velocity Hu tecinal Zono)l
<br />-
<br />: F.P
<br />I wm "Llm Pit 24 GAGE GALVANIZED STEEL STORM PANEL
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<br />WINGNUIT . - � -
<br />CA-
<br />A. Is ,.am 1 20
<br />"A wol� M. I"It" -$75
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<br />1 1-0, . a se 10
<br />I I I I
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<br />I
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<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />TE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATT CONCRETE
<br />__j�� LOCATION
<br />r SCH
<br />CONCRETE ANCHORS _ VIME ON EXISTING POURED CONCRETE ,
<br />(Su SCHEME Oq , EXISTING POUAED CONCRETE SHOM 9 THROUGH 10) OR CONDOM SLOCIA
<br />11 ... 11.,
<br />germ 9 ymmisuct, Ici, OR CONCRETE BLOCK � REQUIRED. k,
<br />REQUREDL All"'
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<br />- ft. I . ,� 1104 wlil� 1'1,��
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<br />,1/4' ".. jl/4'
<br />__ ;�,� �.`, I . _., W, ,;5 SX " w/wRr � , �� MAX
<br />k CONCRETE OKHORS , -_ w .,� _j - - -
<br />. - . � . i A!Ax , - Il (SEE SCMIO ON , _ _,�� I
<br />). ; ,,r I I I
<br />i I 9 = 10) w i IAV-211,1' 1 C.6 "'.."I'le, L
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<br />; rO. � ��Ii�11111 I a 6 1/4- ac . ,,r�'� r I , v ill..
<br />' ,;: PANEL LENGTH
<br />,�� . . 11�
<br />I i :��.L`,�', I ; i� :
<br />'_'�, , �,
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<br />14 (�)_ -1 ! u1i As, "", , * rm I W. 11 (SVIE SCHEME
<br />I.N.N., ,. _;,� 4 i . - 1 - (j- O*,�W�
<br />10 1 inz, 0 � : (1) I TO QLASS� ,; ,G
<br />. . w, ': I 11 � . ON SV&TM
<br />, , N_ I (
<br />i � Aw"IXAM KIM TO GLASS I SEE SCHEME Socio
<br />I ULE ON . I ON SwErt 3) "";; OR
<br />I =.%m., I SEE SCHIED I I
<br />11 I 6 ,L* AIR. i .-�,.,_�11 � :1 - .4. 31�9 ch w
<br />I PANEL LENGTH I SMkfT_ A! - A, I y, ". *I, M... I 4' 11 � �,� � ==,"..,
<br />I I - It - (SEE SCHEME I w,/ I = Orr-111 PANEL LENGTH I
<br />I a.. L I - ! ON SWL7 3) 1 (SEE SCHEDULE I
<br />SEPARATION I tx=14 I -1, ON SHEET 3) 11 I
<br />11 I . I =:&� ��'- I
<br />.-, TO QIASS� . I �,,, I IL lrlr.�A - - I-.
<br />v(SEE SCHEDULE - 01 t - - L . � . , . .,_ _. - - 1__ . -, I L 11 _. - j --' C
<br />Is ON SHEr 3) : 501; I I I (1) . . 1)
<br />I I OF 'L, ' "�J"�',�',�"`.."�' - _� Or It
<br />L.' , , �,�_� : ill" ."', F-;',�,' `,,"�,
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<br />' %1,1111-1� we
<br />1 40 E-0 ,',,�,,,�.,�,, : j ,',",��'�' SPACER
<br />II �,'�`-'.',�, ',�
<br />Q, 011/2' CC, . . . . . . . . I . I I I I I E, . D � ,_ � � - L `�� Mill I
<br />11 � _� I
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<br />I I ,�, . - F_
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<br />�e.,,Z,., "�, �
<br />- I - CONCRETE AKMC*$ "I ,��, �
<br />,111m7s , , _ L ,--- � F � 11 `;,��� � L CAM i j I
<br />L 1. 1,
<br />0""T, 7 , - ,,,r�,�,
<br />. two PoLotio =,.��",;�,M�I-K` � (SEE SCHEDULE, 06 10 (SEE SCHEDULE ON I 115 ')
<br />:: .11 U ann, call 6WHOM GIRL
<br />,� 1111',��, ��
<br />: � I � � �11 __ 4_=,:= 11 0, "
<br />m f4 �_
<br />CONCRETE N ;��.. 1� ;N11 "' � � "I" EDGE OF INALL lip SAM SNEETS 9 THROWN SHEETS a TKWL04 6) .'�.;111� � rj,2 I/O' LONG MAIL AMMMUM
<br />': �_ lld SPACM 4111 illoX' D.C. VALID FOR
<br />REQUIRED i iT 'I,' ." (ALt CONDITION)
<br />.1 Ar ALL DIESKIN SH AND PANEL
<br />C=D(Irfllm EXISTING POURED CONCRrfU
<br />CONCRETE ANCHORS L ...."o" IIE4LVn. ft oft CONCRETE OLD" LENGTHS Pfft EET 3.
<br />(Sm SCHEDULE: ON— FICOUIRIED . CA INUM
<br />., ;; MAX, LONG ALUM SPACEAS 0
<br />E D - t1r OC. (Sit YABLE #1 ON
<br />SHICETS 9 THROUGH 10) - SHEM 0 as to)
<br />CEILING ANQ FLOPS MOUNTING WILD-9MI MOUNTING WALL MQUI]IMING ADIRFE MgRNI W/3PAr,ERS (M Olt 6
<br />wal W%p =. M31. -I
<br />FlIll"t,
<br />A.
<br />..... ...
<br />* �--- .
<br />.. %_ FLIORI BUILDING CODE (Han Mob Valowtv, No loomp Zone)
<br />.
<br />" 0. 44167 '. .am MR= w_ 24 GAGE GALVANIZED STEEL STORM PANEL CO.
<br />; * OWN S*r
<br />.** * I Tir J,
<br />1"' . GLOBAL PRIM
<br />(SEE TOP Ot BOTTOM MOUNIINCS CAN BE \ I . F �-M "AN MR-C �__O, - - � I owt n. 30,4
<br />SCHEDULE ON NQJF EM COMENNADON ,$'... STATE Q�.' * ��. - LIE Is. $1 I?AW /V/wn
<br />E.D. - EDGE OWANCE 011-SECTiM, I , __ -E�� _��_ ECTION Pwwm, LLC. 0, MAIL
<br />,
<br />SHEETS 9 & 10) COMBINED IN ANY WAY 70 SUIT ANY . / 4.0 20-175
<br />--;,,� - W.?"L FAIL M4)0"717
<br />INSTALLATION. 11t,s1;__. - A .-- DR." Its, .
<br />I C*IOMN?lo 3E41 2 �1; RQ
<br />0$10WWX4VWAnWIWE oft I -
<br />I - - X= in &�� FIX I I ij= 1 .smmm 0 OFF is I
<br />INSTALLATION DETAILS FOR SERIES 2Q00 & 1000 E-Z HANG STQgM pANEL
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<br />IN&M or SECTIONS. I INSTALLATION ARE ONLY VALID FOR MAX. A.SD. f No, 44167 '. - two fl�1U*l M. m I
<br />. . 1 24 GAGE GALVANIZED STEEL STORM PANEL MON W.
<br />DESIGN PRESSURE RATING (Pitf) AND PANEL LENGTHS f
<br />Its III .'* IF
<br />TOP & BorFOM MOUNIINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - ;
<br />* 0/"/""
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNLM 2W') Xj%. 'TATE 0 INC. GLOBAL PROTECTION PRODUCTS, I.I.C. wr. -
<br />.0 .4101 4 .= S.W. 61 S"qw -
<br />INSTALLATION. , , t, , 0 - - IWAL FL 33314
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD _ &!�= .. .z ,Ax,. Ot"Nat-asv 2G-1 75
<br />� ORR, - . Is "On. (W)M-?M�
<br />MEMBERS TO BE SOUTHERN PINE No 2, Wl SPECIFIC 1� UAL Oft�
<br />. ....... -.�'. MA.1 � I .. - -i — !X -
<br />I DENSITY OF 0.55 OR ECILIAL I '10 ! i -111, 1
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<br />MOCU11RENT
<br />1 slomm PANE Smi"'FOM IW�!I (P E .-) MAS - VERIFIED I OR COMPLIANCE ft ACCORDANCE . IFIN BLAUDEA. INC
<br />AFT4 THE 2020 (7th EVIVION) OF THE FLORIDA, BUILDING CODE ft," STORM PANEL SHALL NOT or INSTALLED At HIGH - #14-10 PAMELMATIE 11DIALF 10 AND PANEUMAIT PLUS ANCHORS , AS MANUFACTURED BY CLcQ CONSTIEV004 PRODUCTS.
<br />VELOCITY HURRICANE ZONES (MMO�a6DE / BROWAAD COUNTIES) - LAIC SCREWS PER NO.&
<br />;/4�*
<br />DESIGN WIND LOADS SHALt BE DETERMINED AS PER SECTION 1509 Or THE ABOVE MENTIONED CODE FOR A UAW. WIND - /to-# . 5/8- WOOD BUSHING. AS DISTRIBUTED By $41 POINT SCREW. SOLT of SPECIALTY CO,
<br />SPEW AS REQUIRED BY THE JURISDICTION WHERE WORM PANEL *Pit 01 INSTALLED. AM FOR A DIPTC1101*041TY FACTOR
<br />KO-OR.5, USING ASCE I - 16 AND SKAUL NO EXOM THE MAX04UM OR$ 0) DES" PRESSURE RATINGS INDICATED ON 94CETS C 1) MINIMUM THREAM KNETFIVITION INTO WOOD OF TAPCON ANCHORS SHALL BE I 1/2' AND 2' POP MCC PANCUMATF PLUS
<br />3. 9 PHAU 12 It 17, Is AND RANELMALE rEMAU 10
<br />IN ORDER TO VEMIRY IRE ABOVE CONDIPON, ULTIMATE DESPON FIFIRD LONDS, DETERMINED PER ASCIE 7-41 SHALL FIL FIRST
<br />PEWCEO TO AS D DE116ON PAM. URE RAING BY MULTIPLYING THEM BY 0 6 As OMER TO COMPARE THESE A/ MAX Ok $ 0) C 2) 64MMU4 T14KAGM PENETRATION Or LAC SCREW. INTO THE WOOD rR#AC UNIT SHALL BE 1 1/2* NO THREADED
<br />PESADN PAICSISURE RATINGS INDICATIED ON $HEETS ). 0 tHft I? & I?, It PENEIRA71001 INTO STUCCO SMALL BE CONSIDERED AS PAW OF THE FICIOLASED THREADIED PENETRATION
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PEM AS nVMD WERE NOT OVER SARCSSCV, A a3X INCREASE IN &LOWAIIALf
<br />ST IM ran WRIP LOADS *45 I= VSEQ IN WIN ANAA TSIS FASTENERS SPACING TO WOOD I LAS KI '. J� WNAAUv EDM DiStANCE ()I LAC SCREWS, INTO WOOD SHALL BE AS INDICA" IN THtS DRAWING
<br />ACCORDANCE WIN NID.S 2018
<br />SICRM PANEL . 9 ADEQUACY FOR IMPACT AND WIND RMSIANCE "" KEN VERINED 14 ACCORDANCE WITH SECTION HILI9.1.2 OF CA) MINIMUM PENCIRADOMI Of WOOD PUSHING 51-Wi OF 5,,IS' 114- P-20 SCREWS USkO SIIALI BE I I./?- LOW M'NIMUM
<br />THE AFICIVE MENTIONED CUM AS PER AMERICAN TEST LAS OF SWIM FLORIDA REPORTS JIMA 01 -01 AND #0219.02-02. AS SHOULD STUCCO EXIST. AND I* MINIMUM FOR WALLS WIT" NO STUCCO
<br />FIER SSID ,2 -09 & ASIM E 530-02 STANDARDS, AND AMERICAN USING LAB SGUIR FLORIDA RfPOFrf 0112301-10 AS PER C 5) IN CASIF THAT PRECAST STOW, 00 PRECAST CONCAETE PAWLS, STUCCO OR WOOD $CARDS SEE FOUND 04 THE "SINO,
<br />JAS-201 AND TAS-M PIRCTOCOUSL AMC AS PEP CALCULATIONS PIRFORMED IN ACCORDANCE7 W/ SECTION 1004 01 THE,
<br />WALL. ANCHORS SHALL K LONG ENOV014 TO REA04 THE MAIN STRUCTURE BEHIND SUCH PAWLS
<br />(I CARLA Mill DING COOF
<br />ANICHORACE SHALL RE AS MENTIONED IN C 1). C 2) S, CA)
<br />2 ALL ALUMINUM FAIPLISIONS 70 BE 006.1-16 ALLOY AND TEMPER (UNLESS OTHf.P*iSF Naito) SEE SHEET 2 (D) ANCHORS F14ALA OF, INSIAlill) FOUVA"KI AIL OF THE RECOMIALWARON-i AhD SPECIIIXAtIONS M THE ANACOUR'S AMMUFACTURE.
<br />3 Au ALUMINUM SWEI METAL USED AT CtOVJRES SMALL RAVE JlRib-1114 ALLOY It PANELS MAY ALSO BE INSTALLED 40MZCWTALLY FOLLOWING IMSFA�UATIM DETAAS SHOWN ON SECINDN 1 THROUGH 6 ($MEETS A
<br />4 All, STEEL SKEET METAL PAWLS SHALL HAW STRUCTURN, QUALITY STEEL ASTV A-65J CRAM 90 1,11141,40k. G- go CALVANIZED �HROUOH 5) EXCEPT THAT MCAOCIM10 &(b SMALL NOT BE USED.
<br />SIM DENGNA11014 W/"� S22 "I (AFTER ROLLED), 9 ff SMALL Of THE RESIHONSISJUrf OF THE CONTRACTOR To VIERIFY THE SOUNDNESS Or THE STRUMIRE WHERE SAUTIER IS TO BE
<br />5 ATTACHED 70 INSURE PROPER ANCHORAGE, THIS StivrTIER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR 10001) FRAME
<br />ALL SEI TO Or STAINLESS SIM, 304 OR 316 AISl SERIES OR OOFFRG�4044 RFSsSTA1ET COAIED CARBON STEEL AS PIE" VIN OU'LOINDS
<br />SOTS W/ 50 k.; YIEW STRENGTH AND " his, TENSILE STRENGTH AND SKILL COMPLY */ 1LORILA OURD04 COCE KCION
<br />2.1 3.. 10 EACH RECULAP SIDIRM PANEL WIT14 LENGTHS OVER 00'. AS PER SECTIONS 1. 7 4. 5, 6 AND ALTERNATIVES IW. JW & 4W OR
<br />SKILETS, 4. 5, 6 & 7 RESPECIIVTLY� SHALL HAVr A LEGIBLE AND READILY VISIBLE MARK040 JNSTFit,4'TWG OWNER ON PE)VINT TO
<br />0 BOtT1 TO OF ASTM A-30-� GALVANIZED STEFL. OR AF91 M4 SERIES SI-AINUES', SIM. WITH 36 ks, MINIMUM YIELD STRENGTH SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7 ANCIADRS 10 WALL SMALL III. M FGLLOWS� lt� TIRE INSTALLATION COWRACTOR IS FO SEAL/CALALK ALI, SHUIIER COMPONENT EDGES WHICH REMAIN Its �QNIINUOUS CUNIACT "Ill
<br />THE BUILDING to PRLMNT WFNE/Rmh INTRUSION
<br />,A) IQ_E9WM_PW8EftSQ?jCfIETE
<br />I
<br />- 114'o TAFTEON ANCHORS AS MANUFACTURED BY JW, SI.A.I)EX. 1W. (W 1'3192 pa.0 12 STORM PANEL INSTALLATION SHALL COMPLY "IN SPECS IWICATEO IN VNIS DRAWING PLV% ANY BUILDING NIO 0011M RtCULAIIDM%
<br />_ FRALIADED BY THE JUANSOICTION WHERE PERMIT IS APPUED TO
<br />:14* 0,. ?/!' CALKAft ANCliORS, AS MANUFACTURED By OFWAII INC
<br />- 14 .0 3/4 S(XjG-Sr ANCHORS. AS DISTRIBUTED By ALI PONT SCREW, SCL� A SPECIALTY CC
<br />(MI. f'-woo 0 (a) THIS MMJCT CVALJAAIIOh DOCUMENT (P ED.) PREPARED BY THIS ENGINEER IS GENERIC AMC DOES NO' PRDME INt ORMATION
<br />P.S.0
<br />- 0, 4-HO PAWUMATr ;fNALj 0 & PAWLMATE PLUS ANCHORS. AS MANUFACTURED EIV Ell,*() CONSIRUCIION 1114000CM FOR A SITE SPECIFIC PROJECT, I a. WHERE I$* SITE ,CONDITIONS DEVATIE FROM THE P C 0
<br />- 1 /4-8 ZAMAC NARLIN ANCHORS, AS MANUFACTURED .1 DIEWALI � ,%C (b) CDNMCIQ.R To BE ftfspom�satr FOR Tilt SELECTION. PURCHOSC AND WMINIATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A 1) MINIMUM EMIREDMEWT OF jApCG" ANCHORS IN70 POURED COWRETE SMALL. OF I 3/.'; 2" FOR ELCO PAWEkA,L AND SAWD (MI IMIS P E P PROVIDED HJ/SNIE DOES NOT DEVIATE FROM THE CONDITIONS MINLED OR Dos DOCUMENT
<br />CONSTRUCTION SAFETY AT SDE 15 tilt CONTRACTOR'S NIESPONSISIUM
<br />1 3/4- FOR ZAMAC "LfN AWHORS,
<br />W THIS PRODUCT EVALUATION DOCUMENT VALL BE CONSIDERED INNAUD IF MODIFIED
<br />A 2) CALY-IN b SOUDI-SET AWROAS 9W( OU rMOEDOFD 7/11- INIO IlW POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERARRIkV. 1/4' 0-20 SCREW. USED SMALL HE I 1/7- LOW MINIMUM SHOULD STUCCO W,I, (40) SITE SPECIFIC PRQIECTS SHALIL BE PREPARED BY A FLORIDA REGISTIFFIED ENGINEER OR ARCHITLI71 Wflirli III gFrOut PIF
<br />AND I* monmuss Fast *ALLo. WITH No SIWCO, AVRO AtRY Of, HEADED SCREWS OR ALL 141"IED SCRIEWS W/O HEAD, MANTUA OF RECORD (EOR1 FOR THE: PROJECT AM WHO WILL 91 RESPONSIBLE FOR THE
<br />PROPER FHF P RECORD. to THE
<br />OUT WITH WNC NUTS US-t Of ED CNGMEFP OF AC1FKG AS A DELP"' Itti __
<br />PIE 0 FINGINCER, SMA1.1 ':,'IJ@Mff TO -145 LAtTEIR TMO. SITE SPECIFIC Q"WVGS FOR AE`ALw
<br />A-5) IN CASE THAI PRELASt STORE, PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOW WARDS IR F04NO ON THE
<br />EXISTING WALL 00 It", ANCHOFD� SHAI I OF (OW, INEALAH I(, REACH THL MM14 "RUCTURF BEHIND SUCH PANELS (.) THIS P.LO SMALL WAR THE DATE AND 0014INAL SEAL AMU SIGNAIURE OF INC PROFESSIONAL
<br />ANCHORAGE SMALL Or A$ MENTIONED W A.I) AND IN A,2), ENCINTIR of RECORD INA? PREPARED) IT
<br />(0) TO.Vu"O,�QKRM.1&0�K-W&LA&LI4-1�Z29I 14 S44UTIER MWUFACTUOV'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION At SIORM
<br />PANCL 544UMP IN ACCORDANCE WITH SECTION 17091.2 Or FLORIDA BUILDING CODE ONE LABEL
<br />- t/4: : TAPCON ANCHORS AS MANI)FAC(UPED BY I ; W RUWAX. INC SMALL BE PLACED FOR EVENT OPENING LABC]l to tOMPLY WITH SECTION TTOS9.3 Os� tilt
<br />- I 11 - FiB* CALK -IN ANCHORS, AS MANUFACTUREE, Orr OEWALT. INC� FLORIDA BUILDING CODE
<br />-0 . /A- SCLO-StI ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
<br />1/4 X ,
<br />- 014-10 PAWILMATE I'VIMEE ID MO PAINCLMATIE PLUS ANCI10", A, MANUFACTURED BY WXI rONSTFICICION F tilt###,
<br />- ?/4- 0 ?AMAC NAILIN ANCHORS. AS MANUFACTURED BY GEWALT. INC f, A. T
<br />..,
<br />....... �!�,��
<br />IE!) 1611,14114FLA EMBEDMENT OF tAPCON ARCHORT, FLCO PANELMATES AND ZAMAC JWQLIN ANCHOR. ROD THE .
<br />,
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<br />OCE 6.��,, FLORIDA BUILDING CODE (Rom High Velocity Hur Icons Zon0
<br />�
<br />OLOCK UNIT Sit -it AT 1 1/4* ...
<br />' *2m HE'llso, WIL 1.
<br />9,1� CALK -IN & SOUP -SIFT ANCOCIRS Visit. RE t.MtJtDDFD 116' INTO TRE CONCRETE VOCU UNIT, NO C - %,44 7 *11 I - _ 24 GAGE GALVAWEO STEEL STORM PAWL - w
<br />-
<br />SIUCCO SMALL BE Offastno- 1/4 0.20 SCREIA USED SMALL BE 1 1/2- LOW MINIMUM SHOULD ,00 rx;,,;'. * � '. \
<br />AND " MINIMUM FC* WALLS W"Il NO MCCO. . I., - % / 07,1,/."
<br />-*`.. STA .* -_ . 11LIEC I GLOBAL PWTECTION PMROMDUCMTS, U.C. DAM
<br />.. , -y" -w-- 4" It 11 raw .
<br />8.3) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STQoCO CA WOOD BOARDS HE I LIM � .. E AZO . gZa",
<br />I I.
<br />EXISTING WALL. ANCKOAS SMALL BE LOW; ENOUOH TO AMR IMF MAIN SMCfURF PRENN0 .Sir P .. .Yrw.
<br />". . .. MAIL 1, A111. -4", 20-175
<br />S, Mw,.& 'Am, DRAMm,
<br />ANCHORAGE SHALL BE AS MENTIONED IN IE0 A40 IN R* $116 , * - __ � .
<br />Isof ,A_`Xx._ A
<br />"Iffif 0", " WA`�oW"VR`m" lw.m A. 'Sur M. .1 �1_ -is
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