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,MAXIMUM A.S.D. DESIGN PRESSURE BMNQ (p.s.f.) AND
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<br />MAXIMUM A.S.D. Max. PANEL LOGIN I
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<br />PANEL
<br />wDrtIOH
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<br />IPPI.E TO
<br />SECTIONS
<br />-
<br />.66.0. -75.3 To' OR LESS 2 9/ir
<br />______
<br />-_
<br />I BoLIED -
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<br />,�, , 2'. 3" i'w,
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<br />-65,0, -75.3 70' OR LESS �il�,__
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<br />W"UM ANCHORS SPACING IDA C_ C. - 3 1/2* -
<br />--
<br />I APPLICABLE To
<br />PRESSURE
<br />SECTIONS IT
<br />ANY COAGNAND"
<br />WAIMMUM IMMO.
<br />IAPCONSI I CALk-IN
<br />Paiu.NAR FCAAU: to
<br />I "-miw�.-Lus
<br />RATING
<br />(P..J.)
<br />OF MEW
<br />LENGTH %' Ga�)
<br />! =011T,
<br />10 CONCRETE iTo CONCRETE
<br />_ � I I 1
<br />TO CONCRETE
<br />To COSCROI
<br />70 CONCRETE
<br />BLOCK
<br />I To coRcI
<br />lit) COIRZINETE
<br />$LOCH I
<br />12'
<br />- 12,
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<br />N�A
<br />I 1.
<br />N/A
<br />1 12-
<br />1 N/A
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<br />I 1, & 2, (TOP)
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<br />5'
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<br />$ 5 2000 +
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<br />7"
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<br />1 N/A 1 12-
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<br />I * 9 1/2'
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<br />I ,3- (BGT,om)
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<br />141A 11
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<br />4 . (TQW) -1
<br />12' 1
<br />6- i 11.
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<br />9 1/2-
<br />-
<br />12'
<br />1 it* I
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<br />, 2.
<br />I
<br />1 w I
<br />- ____
<br />" (BOTTOM) I
<br />.
<br />* UNITED TO MO c-L ASO. DE54N PRESSURE RATING
<br />A SEE SHEET 25 FOR ANCHORS TfPE & SPACING FOR INSTAWATIONS INTO WOOD
<br />FRAME BULDW
<br />MINIMUM ANCHOR SPAONOS AND MINIMUM EDGE DISTANCE ARE WOCXTM ON NIS
<br />SCHEDULE FOR ED LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING
<br />By MULIPLYINKI SPACING 940M ON SCHEDULE BY THE FOULOWINC FACTORS FOP.
<br />Na!1 OPEPATION TO BE POSIMER.E. REDUCED SPADW, OBTAINED USING FAC SHM.,
<br />NOT BE LESS TWIN MINIMUM SPOCM INDICATED FOR EACH ANCHOR, ITIPT AT
<br />ANCHORS LEGEND
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<br />ANCHOR TAPE
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<br />PANELS SHALL BE IMSIALLED ALMYS
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<br />, It : No. 44167
<br />11 z
<br />1. - FLORIDA
<br />BUILDING CODE (Mon High Veloc0y Hur coott Zone)
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<br />.� - .1.1-14S,_ .1NE1141
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<br />ANCHORS LOCATI
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<br />-
<br />EXISTING POURED CONCRETE �
<br />-
<br />TS*tE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
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<br />EXISTING POURED CONCRETE.-
<br />OR CONCRETE BLOCK
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<br />L 32
<br />42
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<br />I 2/4
<br />I L* L,10�11W/6. 2W/6, 3W/7 & 4W/7
<br />.
<br />� - __ 1__-___ANCFfM (SEE SCHMIJE ON "ETS 9. 10 Atll� " , , . --'
<br />REGULAR $1ORM PANEL Cb ELEVATION I
<br />NJS. /*' If- GAF�
<br />Z687, -!'
<br />a (", OMRUAP -1 tax VAUY) �i
<br />L�
<br />. I
<br />-t
<br />T _0
<br />�, SECTION A�A 1
<br />N.T,S.
<br />NOTES,
<br />(1) 1_+� MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POMNE �-D- DESIGN LOW.
<br />L MAX ALLOWABLE PANEL LEN" FOR A GIVEN NEGAINE A-1,D, DMN LOAM
<br />(2) PROCEDURE TO DEVERMAE MAXIMUM PANEL LENCTR'
<br />GIVEN A POSITIVE A.S.0, DESIGN LOAD, DETERMINE MAXIMUM PA94 LENGTH 'L+* FROM SCHEDULE
<br />GIVEN A NECAME A". DESIGN LOAD, DETERMINE MAXIMUM PARR LENGTH, "L-' FROM S KEIDULE
<br />FINAL MAXIMUM AUOWMEUE PAREL LENGTH IS OCUAL TO TK MINIMUM DETERMINED PANEL LENGTH
<br />BETWEEN *t+' AND 'L-*.
<br />(3) SEE SCHEDULE SELOW FOR MIN. PANEL LEN01H FOR POROSITY OMAUVICATION.
<br />I
<br />-
<br />[ INSTALLATIONS INTO MOD ARE UMM TO i 96 p.3 I VAX ASO, DEVOIN PRESSURE RATING
<br />I -I-------
<br />71
<br />aCfA$&r;W�QES 9, 10 & It FOR MAX ALS,D. OSSMAT LOADS IS MW PANEL LOWTILIt FOR
<br />.. 30, 44167 `, t: &:02a I&TWO. INT, 24 OADE GALVANIZED STEEL STORM PANEL irp,
<br />* �' - ! 01:
<br />i * : 1 1 - I 11 11 - � -
<br />-:�% 'aAwt OF E71A* - xz_'_ 07117/1'a"
<br />� i 11LIECO,.C. GLOBAL PROTECTION PRODUCTS, LLC. DATE,
<br />, - I � 91��7;7_�7::> / I - S.W� 51 STIRET
<br />URID, -* 14
<br />I- -e - , 11 - IV 20-175
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<br />r INS�� —DETAtLS FOR _REGULARPANELI,1 __
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<br />INJO WOOD STRUCTURE5 I
<br />_ - __ _.� 7 , -I I 'II- 11-1 -11 . ...... . _.. -1 -1 __ ______1_
<br />I , � , . : -� " �, , ,� � - Min. t
<br />+ '� - I _P, � �, I I SEPARATION 01, I
<br />, � - - � . , . __ I I I �
<br />"I . . �� _11 I � ,- 1:; --- - 10 =GuSS ...
<br />I (r'Al"'CHORS � � I I- - I
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<br />� I i � - - I L I t � � � @I' MAX. LONG ALUMINUM SPACIERS i� 12 1/2-
<br />-,. � L I I I "Ill I � I - 0 C, (SEE TABLE p ON BHIEU I I �)
<br />I � '' ! , � � ,
<br />I mil,_ i - (_,� � ; I I I , I I I
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<br />I SCRAMN-N -1 I 1-* mltx� �,, �, ", - � � �1� � I 1/2- LONG SUNEVES,
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<br />PAN XNC7H , � I
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<br />I-
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<br />I _B� � I I I I � 1 I � t I j PLUS (SEE SCIIIIOULIE ON SHM7 I 1)
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<br />- - -,- - CLASS ___ -1 PLATE RCOuiRED
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<br />I I -SIX I �, � I I 4 SEE TABLE #I ON SHEET I 1 FOR MAX, PANEL LENCTHIS &
<br />I — I � 0 12 1/2" G.C.
<br />I
<br />.
<br />I i I I . 1, - VAX. XS.O DESIGN LOADS FOR THIS INSTALLATION.
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<br />L_ _ _41,800n* -I , I : I ,_�, __ , WOOD ANCHORS * * hilm i
<br />40811%1=144 .
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<br />I 1 7 1 � � SHEET I ) i 0�105TAUATTTTAAI 4 LWARED TO A OW STORT BUILONGS 6" 'I'-w 1
<br />2'.4- WOOD I" '_ I �'i ` '' *a= ;I � � i I" MEW ftor =11; IS A FWMC"k FROM ANY
<br />:
<br />_6 � I L t I
<br />,� I 1.1 �� � I I I WIN, SEPAIWOON TO =5 1�:" i , �;�R,I , Of, INDICATED ON SIM I 1)
<br />PLATE REGNINIF - I , WOOD ANCHORS 1 , ;
<br />WOOD
<br />I "'U", HE
<br />D ,; �, I -
<br />-, � ''I STAGGERED W1 STU " �, 0; ANCIATIRS GOWAT'llft O0WAaOMH`T Im (PANEL VATE FINAUC . OR �
<br />FA 1/7, , � �i , �' -
<br />I_
<br />DR "" W RE T� REOUIRED
<br />- I . (SEE SCHEDULE ON
<br />� " ' I - I- � �, � __
<br />, � 'i -
<br />1� _1 t I AS THE � , �
<br />, I ww FOU01040 CONDITIONS ARE � PAND, ton. Pam SHALL K SAAM.4"Imum AT a 4/4 - ox
<br />� .
<br />I �, ��:
<br />, SHEET I 1) COMMUED " 1 I'THIS at A RESTRICTION FROM 12 112 DLC. VVINC ALLIND) ON 1
<br />� S.W 4 :
<br />,-A � � �� 1 1 i
<br />i
<br />� , ft) WOMAIM ASO DESIGN PRESSURE i
<br />i Rkmat, a IIIA �S "A- . 1 Cf; MOL 24 CAM FIND, UOTNIFT IS UVRED 10 &I AT ANY GROWING 1
<br />I �
<br />_1 I i me 5 A Tumacit" FROM Lamm PANREL Looms AURM ON
<br />- � , - . 1-1 i k2) WINNITIN STRWM PAN13, LEIRM, IS I WALL M DIREM MOUNT I SCHEDULE. SIM I 1) I
<br />� I
<br />I TI,. I
<br />i (:,) ; (4, I L/rVAN MICIN COMPONCHT JIVA SHALL BE AS INDICATED 0. I
<br />WALL mouNTiNG I STORM PAIRS, INSTAUATTAXI IS ONLY T RM YL In 1
<br />� SCALE 3/8-1, 1 SHM IL or 1 Tp- LM I
<br />WDUATION 10PACIR VA 05 ONLY i
<br />Poll AN IODSMW WOOD FRAME WALL ,DR
<br />ALIERNATIVE I i ! VALID � "He M"O" I� � � 3 AS M'DWO W ASIT
<br />i CA) INSTALLATION WILID OPILY MR WIND � i C-1996 STAMD,Mlo AND, THE 202o VIh im"ON) OF ME mUORFQk !
<br />SCALE 3/8-1- 1 zo.m 11 2 & . PER � E � . OUIUIM
<br />: I � OWL
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<br />.-";K�� I ... .- i�/�%,
<br />NOTES.* zf �.. ICEN `-_��S, FLORIDA BUILDING CODE (Non High Velocity Huricone Zone)
<br />Ngu�. �,��� 1 INSTALLATION ARE ONLY VALAD FOR MAX, A.S.D. I f No. 44167 '. �j anwit roice, RK, Fl.
<br />, z
<br />DESIGN PRESSURE RATING (PlIJ) AND PANEL LENGTH$ S * . 24 GAGE GALVANIZED STEEL STORM PANEL
<br />-
<br />* , SAAAH eft
<br />I * .* -
<br />R - . � * Z
<br />TOP & BOTTOM MOUNPINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT ED =
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') %,:5--, STATE OF�EA ! � I I L I E C 0 I III., \ GLOBAL PROTECTION PRODUCTS, LLC, -/'I-
<br />�
<br />INSIALLATION, , *, C� 17 ix-. ." TILUT Mantle, . tm*wU"a COMPANY 0101, S.W. 5 STREE"
<br />2. FOR NEW WOOD MAME CONSTRUCTION: WOOD %� � � Z��?01!1i__ �fl; - - ... ". DAMS F_ 3331
<br />MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC I 4l - _P; �_S_ " ,E HIMP-7,451 IM, (M-)SW-MY 2 -115
<br />-IF,""
<br />:_.. J.
<br />DENSITY OF 0.55 OR EQUAL. am. ,.,. �_ 0,-Mviv _" — I - 11 — I - — -
<br />I T� , - "'. .
<br />IMAXER �&111� P� _:;I;
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<br />9ENEM-Nm =
<br />"
<br />IMEMILAR. I U MEEE( & (I,')
<br />�Q.11"lwa-AQ"-�mn--VT.IFA-Qmtr-L-��-ikt4�.,
<br />T� STORM PANEL SACII ON THIS PRODUCT EVALUATION DOCUMENT fPLD�) HAS BEEN VERIFIED FOR COMPLIANim III ACCORDANCE /-'it TAPCON ANCHORS, AS VANUFACLURED BY I TM 9UKOEX, INC
<br />WIN THE 2020 (Till EDITION) OF THE r,.CRfCA BUILDING CODE- THIS STORM PANEL SHALL NOT BE INS�ALLFD AT i1fitfl - if 14- 1 0 PAXELMATE FEMALE D 44D PANELJAATE PLUS ANCHORS, AS MANUFACTURED By Elw wNSTPLett" PRODUCTS _=
<br />VELOCITY HURRICANE ZONES (ARNI.11-DADe 1 WEDWARD COONTIES)- - 1/4'. LAG SCREWS PER NO I .
<br />DESIGN WHO LOACIS SR-1-1 OF DETERMINED AS RCR SECTION 1609 OF THE ABOVE MENTIONED CODE FOP A BASIC WIND - I/iG-0 . 5/8- WMD BUSHING. AS DISTRIELLIM By ALL POINT StREW, BOLT A, SPECIALTY CO "-
<br />SPEED AS REQUIRED By THE ,WRISDICNION WHERE STORM PANEL WILL K INSIXILD. AND FOR A DIRECTIONALmr PACTIOR C2
<br />-
<br />KO 0,85, USING ASCE 7-16 AND SHALL NO "CEED THE MMIMUM (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />- C 1) MINIMUM THREADED -ENETRITION INTO WOOD OF TAPCON ANCHORS SHALL 13E 1 1/2' AND 2* FOR PL
<br />�t'ANILMATI
<br />5� 9 THIRD 12 & 17, 18 AND PANELMALE FEMALE ir, tiL
<br />_
<br />=
<br />1 -
<br />IN ORDER TO VOIRY THE ABOVE CONDITION, ULTIMATE DES" WIND LOADS DETERMINED PER ASCr 7-16 SHALL BE FIRST C1_
<br />C'I'l
<br />REDUCED TO ASO, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY D6 IN ORDER TO COMPARE THOSE w/ MO (&SC) CI) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRMAE UNIT sKALL BE , i,,'2' -S
<br />C14
<br />PENETRATION INTO S7UCCCJ, SHALL BE CONSIDERED AS PART Of ME REQUIRED THREADED PENETPAI-i�l
<br />PRESION PRESSURE RATINGS INDICATED ON SHEETS 3� 9 Till 12 & 17, It! I _=
<br />�5�
<br />�1.<
<br />IN GROOT To VERIFY THAT ANCHORS ON nitS PED AS TESTED WERE NOT OVER STRESSED, A ,53X INCREASE IN AL-10 WAOLJ -
<br />Z =
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<br />StRESZ1 7011 WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETITIMINED IN C 3) MINIMUM EDGE DISTANCE OF LAG SCITTWS� INTO WOOD SHALL BE AS INDICATED N T�IS DRAWING tu
<br />ACCORDANCE INITH N.D.S. M16L
<br />STORM PANEL'S ADEQUACY FOR IMPACT MO WIND RESISTANCE HAS BEEN VEFHEIED IN ACCORDANCE WITIT SECTION 1602. or CrA) MINIMum PENETRATION OF *1300 -_U3HING SHALL BE 5/0' lj4' 0-20 SCREWS USM SHALL BE 1 1/2* MINIMUM:; -q=
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<br />NHr -QI -09� 5 SHOULD STUCCO EXIST. ANC I' MINIMUM STUCCO .<
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<br />PEP SSTD 12-99 & ASTM C M-02 STANDARDS, AND AMERICAN TESTING LAM SOUTH FLORIDA REPORT #112101-10 AS PER C 5) IN CASE 7W PRECAST StOlit, OR PRIBUIST CONCRETE PANELS, MCrO OR WOOD BOARDS SE FO Sn.jc
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<br />rAS-201 AND TAS-205 PROTOCOLS� AND AS; PfR CALOJULA11ONS PERFORMED IN ACCORDANCE W/ SECTION 1004 Or THE I WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH T MAIN STRUCTURE BEHIND SUCH PANEESL w ==_
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<br />FIGRGA BUILDING COOF .
<br />ANCIHORAGE SHAU, BE AS MENTIONED IN C 1), C 2ii & C.A) 5'. E-
<br />=
<br />-15 ALLOY ANC, IOMPER (UNLIE1. OTHERWISE D) SE T 2 , CM
<br />2, ALL ALUMINUM EXTRUSIGNS 19 St SOW iS NOTE E SHFE tG) ANCHORS SHAU. BE IWALUED FOLLOWINd ALL OF THE RECOMMENDATIONS AND $PECTFICABONS OF THE IFAC& C-) -
<br />IC:
<br />-Cc
<br />3, ALL ALUMINUM SHEET MET[AL USED AT CLUSTURES SHALL HAVE 3H)S-H14 ALLOY,
<br />I 8 PANELS MAY ALSO BE INSTALLED HORIZONTAL" FOLLOWING, INSTALLATION DETAILS SHOWN ON 5ECT0 I NRDLWA4 wS 4-m- -:9
<br />M
<br />"
<br />4 AIA STEEL SmEf"T METAL PANELS SHALL HAVE SITIM11IRIA QOAJITY STEEL ASYM A-653 OWE 60 MOWM� 6-150 GALVANIZED THROUGH 5) EXCEPT THAT HEA041"o &(D SHAU HOT EIC USED. = A2
<br />_=
<br />I STEEL DESIGNATION W/FY- S22 kil (A"CR RGULEM),
<br />I 9 IT SHALL BE THE RESPONSIBILM OF THE CONTRACTOR TO VERIFY THE SCIUND14ESS Or THE $FRUCTURE WHERE St . is To iK :.,,
<br />III% 70 INSURE PROPER ARCHORAr .
<br />SCREWS TO BE STAINLESS SIM- 30. OR 3TO QSI SERIES Or CORROSION RESISTANT COATED CARBON SIM AS PER UIN A TU,j LArC H GE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCOM, eMLOCK OR FRAME =, C= .
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<br />500;8 W1 50 k.i YIELD STRENGTH AND 98 ktai TENSILE STRENGTH AND SIIALL COMPLY W/ F1.01RHIA RUTI CODE SECTWN (WO
<br />_=
<br />211 ,3 3A to EACH REGULAR STORM PANEL WIPw CENGTH.S. OVER W. AS EIIR SECTIONS 1, 2, 4, 5� 6 Mo ALTERNAtIVIS Ili, 3W & 4W ON =
<br />I !,0_,LTS
<br />SHUFTS 4. 5, 6 & 7 RESPECTIVELY,, SHALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND WSTRATITINC OlINOR DR TENANT TO
<br />6,
<br />TO M ASrM A-107 GALVANIZED S"EO OR AIST 30A, SERIES STAINLESS SIEEL, MTN 56 k*i 4IMMUm TIELD STRENGTH .2
<br />SECURE PANELS WITP APPLICABLE RETAIrMCEMENT DURING PERIODS OF HURRICANE WARNING o-
<br />I a.-- I. WALL SHALL RE AS -I-il, THE INSTALLATION CONTRACTOR IS TO SEk,rI`AUV ALL SHUTTER COMPONENT EDGES WHrH REMAIN F14 cONIINUTA'S t,ONIACT WITH
<br />THE BUILDING TO PREVENT WMG/RALN INTEL ".N
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<br />CA) jQ_DVN.Q_PQVRED_j&+P_TTE
<br />- 1/4-0 EAPCON ANCHORS AS MANUFACTURED BY tj�* BIJILDEX, INC IM;, V-3192 p-) 12 STORM PAWL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZQN;ftG REGULAOIDN',
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<br />/4 .5114' SOLD -SET ANCWKIRS� AS DISTRIBUTED By ALI POWT SCREW, BOLT & SPECIALTY CO
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<br />- #14-10 PANOLMATE ItElIAME 10 & PANELMKI-C PUJ5 ANCHORS, AS MANUrAC"ED BY ELCO CONSIRUCTION PRCO-,JCTS� FOR A SITE SPECIFIC PROJECT, i,a WHORE THE SITE CONDITIONS DEVIATE IROM THE RE 0
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<br />- I/4-0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED By DEWALI, INC � hJ1 CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION PURCHASE AND INSTALLATION INCLUCLUG LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS PED PROVIDE HE/SHE DOES NOT DEVWE PROM THE CONDITIONS ITEETAFLED ON INIT DOCUMENT
<br />A 1) MINIMUM EMBEDMENT UP IAMON ANE;HQR5 INTO POURED CONCRETE SHALL Of 1 3/4-, ?` rGR EL40 PANELMATF AND GO
<br />CONSTRUCTION SAFETl` AT SITE THE CONTRACTOR'S 9ESPONSIBILITY
<br />t �/,&" FOR ZAMAC NAUN ANCHORS
<br />(t) THIS MOUCT tVALLIA110H DOCUMENT WILL BE GONSITTERED INVALID IF MOMFIZ.
<br />A.2) CAUC-114 & SOUD-SET ANCHORS SHALL BE EMNEDOED 71a' INTO THE POUTILD CONCRETE, NO EMEECIMENT INTO
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<br />STUCC? SHALL RE POIATTEU. I/e 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD CTU= E)US1, (dI SITE SPEC64 PROJECTS SHALL BE PREPARED BY A ROWDA REGISTERED ENGINEER OR, ARCHITECT WWICH MO. ISO ME I
<br />AND I ,INMIJ FOR WALLS W1144 NO Si'UCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, tNGINEEIR OF RECORD (JErM I WHO WILL Of RESPONSIBLE PON T14E
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<br />_r�mrqm-.J�M-*--L-.A,�-tN-,Q--"I
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.2 Of FLORIDA BUILDING COVE 014E LABEL
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<br />_ 114_0 x 314_ SOLD_SET ANCHORS. AS CIALF
<br />CaSTRIBUTED BY ALL POINT SCREW. BOLT & SPE, .Y CO
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<br />0 , FLORIDA BUILDING CODE High VelitDity Hur icone Zone
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