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<br />INSIALLAIMN DETAILS FOR I AERIES 29QQ- A I QOQ E-Z BANO 51ORM EANEL GENO& N= (_- m 0 D_ .
<br />INIO EXISTING W0912 SIRUCTURES NA (0 M__-A7w_wQw_wft_wz0r_�-__QA5_Mw; "a) -4- (3) (1)
<br />- , . �1�ft.,!�IPANCL,tt� AR.46_1�� �..-. O0000U 10E., (PLO) KAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - IlCs TAPCON ANVIORS, AS MANUFACTURED BY O.W GVIQOD� INC 0 - U) -L--
<br />��.
<br />MAXIMUM A.U. RMON PPXSSURE RATING (n.s.f.1 AN13 1�� , , - .
<br />. I , /C. LA; Sam" 0 c Oz. W/ - . I WITH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CQDF_ THIS S'MM PANEL SHALL NOT BE INSTALLED AT HIGH - 14-10 PAND-MATE FEW" to AND PANEUMATE PLUS AW-40f_ AS MANUFACTURED By ELCO CqNslft�`"ON MOUCts
<br />- � �l I I ,I . I >_7_ I IA' Ux,. THREADED PENEOIATEON 1� ", " ,#/
<br />CORRESPONDING matmium PANEL LEmm Ixe sompuLz 1/4'. LIZ SCIVIS 0 5 � - i -, . '� - - (3) Ux,, 2'�- WOOD VELOCITY HURRICANE ZONES (MM-DADE / BROWARD COU�MES). 4'0 LAG SCREWS PER NOA_
<br />140 1 -- , a" W1, - _� � TO MWING wom HEADER- .1 � �,, - - It I KEMDOR AEOVA" ;/#'P LAG SORENS IF ir Oc- W/ DESIGN WIND LOADS SHALL BE DE"MINED AS PER SPECnON I A09 Or %E ABOVE MENTIONED CODE. FOR A 8ASI WIND - lltV# . 5/8' WOOD BUSwNG. As D15TRIBUIED BY ALL POINT SCREW. SOLT & SFEMTY CD_ a) -0 0
<br />MAXIMUM AAD- DESIGN PRESSUM RATING jpxj6Q AH2 MIRESPONDIHO MAXIWIUM ANC -,- __�7-- 1 1/2' 1011' -AREAVE0 PEN ON ,r I I � ; FLAT 08 ON MCC 1/2* mx� -IRWA= PrmrmkmN SPEED AS REW-RED 13� THE JuRMICTON WHERE 5TORM PANEL WILL K INSTALLED. AND FOR A WREChOkALITY C -0 -0
<br />FOR SIEFAES I 0ODt= IE-Z HANG =RM PANEL 6) SYSTE � ... �,'� _ Li -I. . . -CAM. � " I ; i L fl.w s.m.5, 1 11 � I - � - 11 r- TO EXISTING � E - - FOR ELCO PA14E TE
<br />SPACINQ UWMULE FOR INMAMMS INTO CONCRM & CONCRETE AM ,UU=RM ; " � � --@ I I �� 90-0.55, USING ASCE 7-16 AND SHALL NO EXCEED THE kWIMUM (A -SA) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHROn SHALL BE 1 1/2 AND 2 UA PLUS
<br />[VAUD ONLY FOR PANC, AWALLLT.QNS AS PER I � / 11, / I --- l(DC-A. 1140' SMS- V i III FA 010 OF Q) � 1 6 CN% * 3, 0 THRU 17 & 17. le� AND PANELMALC FEMALE 0 C-_ 20- - L__) _= (3)
<br />'r, Y, - - - 0 11 - 5 k �el 'li-11 *R. M, I IT DUCCO To A.S.D. DESIGNI PRESSURE RATING BY MULTIPLYING THEM BY OA ON ORDER TO COMPARE THEM W/ MAX (&SO j C2) MINIMUM THREADED PENETRATION OF LAG SCREW, WO IW WOW FRAME UNIT SHALL BE 1 1/2- NO THREADED -
<br />I - - TO li a h . i ", � - -C W/ � �t #14.1' "A DESIGN PRESSURE RATINGS INDICAM ON SHEETS �, 9 T14RU I 2 & I 7. 18 , =
<br />BAD" &Sa4 " = WINN-T. WON .m.4 -m - MAXIMUM AN040AS' SPACING MR E. 0. - lIr APPOI -TO � 11, 11 I I r ', ,4� IN ORDER TO VS1 THAT ANCHORS ON THIS PS-0. AS TESTED WERE, W OVER STRESSED, A _13% INCREASE IN ALLOWASU 0 LL -
<br />, pt'scom a 5, o
<br />,,� I evi., / /4*1-2W'A' MURS o I � I"AEAM MOW" � 0
<br />"Ww"W" ".1 pl, viort lljMLE a COMEDOWN MAXIMUM py"m fe r � & _____l___ Im ME. ". , , �Cflt WIND, LONGS WAS V= USED IN THEIR ANALYSIS, FASTENERS SPACNO TO WOOD HAS BEEN DETERMINED IN C - -
<br />- SECTIONS IT & WING, WAMP C13 0 -4.- 4-- M
<br />- - - - - MORE ;;;;EEAV`E "' ANY IJAGIN It, Ol) t f TO EXISTIN6 WOOD RlOmmp� , � STRESS F `� WIN N.M , 18. CA) MINIMUM EDOC DISTANCE Or LAG SCRM, INTO WOOD SHALL BE AS INDICATED IN THIS ORDWING
<br />""
<br />.416.0. -73.3 79' OR LESS 2 9/15- BOLTED - I V, 2% 3% 1*w, (P�.Ij TO CONCRETE TO CONCRETE To eorxcaotv� TO "N'town' . I- I DETAIL I'/2. & STO PANCI ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEROI IN ACCORDANCE MTN SECTION IbDg,1,2 OF CA) MINIMUM PENETRAMON Of WOOD BUSHING SHALL BE Sle, 1/4' 0-20 SCREWS USED SHAI. BE , I/2' Low MINIMUM %%j
<br />Imm- to CONCRETE m CONCRETE TO Or ME. I I j I 3/Ir ft- POP 0 C�t ,,,.,' T IORMA REPORTS tM401-01 ANDIII021IL02-09, AS SHOULD STUCCO EXAST, AND I' MORMUM FOR WALLS WITH NO STUCCO,
<br />Z'W & 3*W - mm. Km �� I i U >
<br />12* MIA 12' N/A Ir N/A �� _1 * INOW117'" OF RNE' SJ4., -LA-m-11"ll THE ABOVE USNUONED CODE AS PER AMERICAN .TEST LAB OF SOUTH FL
<br />41MO. -73.3 Im 2 '/I' BOLTED . N/A IV V & 2- (TOP) (I'D.) 0 E& at E) PER ESTE) ,2-99 & ASTM C 330 - - 23,01-10 AS PER C5) IN CASF THAT PRECAST STONE, OR PREf_'4St CONCRETE PA&CLS, STUCCO OR WOOD BOARD$ K FOUND ON THE EXISTRIC .
<br />70* OR - CNY` TAS-201 AND TAS-203 MIOCOLS,-AND AS PER CALULATIONS PERFORMED IN ACCORDANCE W/ SECTION TEN OF THE L_
<br />� 7 F *All� ANCHORS SHALL BE LOW, EAMIGH TO REACH THE MAIN STRUMIlt BEHIND SUCH PANELS. (D -
<br />I I. .1 - ,. 1. 1 � Q) LOW04 BUILDING COVE _+�
<br />III 3'* 10' r A- 4' 1 WOOD -F�w , - - DOE IT= & ANCHORAGE SHALL BE AS MENTIONED IN C, 1). C 2) A, C4) . - 0-
<br />.3/4* S-S M.S. III, VANGNUT AT OAT&AP & 4001 Or PANEL'UEPIGIH s&jll.lTClm). - - I `z, V)
<br />' =/F94;"= OF PANEL 3. 5. '. 1. 1. I i NOTE - w ,2 (v c-
<br />12' 12' S' - is - - ____ i , Z.- " 11 __ I 2 ALL ALUMINUM EXTRUSIONS 10 K GOW-TO ALLOY AND TEMPS (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFTCATIONS OF TW ANCHOR'S MANUFACTURS, C m _+l'
<br />N/A R/A N/A 12 ,/,. lf"U'RED - 2 9/16. w'. z"e.z.": I wm HEADER lkovam I 0 i 3 ALL ALUMINUM SKEET MET& USED AT CLOSURES SHALL HAVE 3105-MI4 ALLOY, C
<br />N/A N/A */A it' 1 2' (BOTTOM) . - ��g v W. I - - 9 ft PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION OETAtLS SHOWN 00 SECMN I THROUGH 6 (SHEETS A �_ -0 . - U) <
<br />+66-0. -7�3 - _ - - 1 70, OR LESS 2 gps- Mt,, - 'Ll,NRAT" - A� , �, � THROUGH( 5) EXCEPt THAT W,4OSS0 A a SHAU. NOT BE USED.
<br />1. . (TINIP) -SEPARATION - TO Glm '.. I ; 1 4 ALL STEEL SHEI-7 METAL PANaS SHALL HAVE STRIJCtURK QUALITY SIM, NW-M A-GS3 GRADE 80 MINIMUW� G-50 GALVANIZED
<br />N/A s IY2 NIA 4 T/2 N/A 4 I/v N/A 1 3 To CLASS� av!4__ 9 Elow O-ERLAP _v FO I 2 l/w ut, SIEEI UESIGNATION W/FY- 921 110 (AFT" RQLLED)� 9. T SHALL BE 114K RESPONSOUTY Or THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TV BE
<br />12E N/A 12, /A N/A a ,/,� N/A ,� (BOTTOM) �, ceify avow 9 . - .i WEPARAT)ax- 5 SATTADCJHEM3� TO INSURE PROPER ANCHORAGE THIS SHVMR SHALL ONLY BE ATT'ACHET) TO CONCREM VILOCK OR WOOD FRAME
<br />-12, I .I--, 4 I - __1 i ,/4.0-zox TO 00423- 5, ALL SCREWS TO BE STAINLESS STEEL, 304 OR 316 AiSl SERIES OR CORROSION RESMUM UMTED CARBON STEEL AS PER OM UIL
<br />I _ . ] " I/ I I W. yll * - /- T/.*-2Ox3/,I* N - 0
<br />1
<br />IN/]
<br />A 12' A VIA N/A 4' (TOP) ; J_ 2 9/Iv it. 0. BODIES W1 50 k9i TELD SMENGTH AND 00 Ali TENSILE STRENGTH AND SHAU COMPLY W/ FLORIDA BUMDM CODE SECTION
<br />'r F . '_ -@ I -- - - ----i-- N - !_�u - E&PNEA., M - Ix - � �w 2411_3�3.4. 10 EACH VEEGuLAR STORM PANEL WITIt LENCTHS OVER 90'. As PER SECTIONS 1, 21 4. 5, 6 AND ALTERMTIVES IN. 3W & 4W ON
<br />IS
<br />� 12, Et 'Ir F12'2� , TO IlLk"_ EVERY OVERIAP SHEETS 4. 5� 6 & 7 RESPECTNELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKW[G INSTRUCTNO OWNER OR TENAW TO
<br />it" 12' )I" 4. (BOTTOM) I i , I i 9 1 . . I E DOLTS TO BE ASTU A-307 GALVANIZED STEEL- OR Art -AGA SERIES 5IMNLESS STFEL, MTN 38 k3i MIMMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERMS OF HURRICANE WARNING
<br />I I I " 4 I
<br />A -�- ,-------.- -
<br />*WI TO O&O Ps.t. A.S.D. DESIGN PFMMARE RATING = �= - . I I ;_ I i I -1 I -p-1 d 7 ANCHORS TO WALL SHALL BE AS FOUOW%, 11, THE INSTALLATION CONTRACTOR 15 to SEAL/CAULX ALL SHUT" COMPONENT EDGES WHICH REMAIN IN CONBNU04JS CONTACT WTIN
<br />rvfl_+� i I p; �, I I if - _1 I gc I I (A) TQ_&l=ftG_eWAIGE_9M.R= THE BUILDING rO PREVENT WWD/RMN INTRUSION.
<br />i 0 A, I i i
<br />A SEE SIM 26 MR ANCHORS 71" & SMOX FOR IREPAUATIONS 000 WOOD + REQUIRES V 05TANCII SETWUN BOTTOM OF PANEL j t 11 - 1/4-P TAFCON ANCHORS AS MAWFACTiRED BY IT W. BUIL EX. INC (Min, VC-3192 P.t,l ) 12 STOMA P-ANELTINSTALIAITON SHAil COMPLY WITH SPECS INOICATED IN THIS DRAWING PLUS ANY BI AND ZONING REGULATIONS t
<br />FROAX IKKAND, 0 TO M IA* I/?' I I , , I � 11 :1 i k g . ;, - 1/4' 0 . 7/8* CALK -IN ANCHORS, AS MANUFACTURED BY MVALt INC HE JURISDICTION WHERE PERMIT 15 APPLJFD TO,
<br />,
<br />. Max . A = I . li.M11111PS, 11 t 3 - tlM44"#t.* Jr/4' So *-SET ANCHORS, AS 05TRIBILITED BY ALI POINT SCREW, SOLT & SPECIALTY CD MON O=MENT (P.E-0) PREPARED ST THIS ENGINEER IS GENSIC AND DO WT PH f I F
<br />WMMUM ANCHOR SPACIMCS MT= APRINT CLITEOURNACIT; a t � 19 0 1 J � � P�. 73 (a) THIS PR0CU4T EVALUA 4 DM N ORMATIM
<br />scmmm FOR Em LESS I= = -1 � r-1 ")
<br />THS OPERATION TO K POSSIRUL REBUCIED SPAW4 MANED USING FACTOR SHW i -500, MALE 0 & PANCLUATE PLUS ANCHDRS� AS MANUFACTURED BY ELCO DONE CM PRODUCTS. WH RE THE SITE CONDITIONS DEVIATE FROM THE FED
<br />CIORS� FOR I - 4
<br />ON SbMCDLVE BY THE FOLIDWRIGM00 v I K. I I , 114-10 TRUL11
<br />i , ,
<br />FOR A SITE SPECIFIC PROUEC"' ""
<br />a 12, ILC
<br />BASED ON THIS PEO� PROVIDED HE/SHE DOES NOT DEMATE FROM THE CONDITIONS ON THIS DOCUMENr
<br />ANCHORS UEAM 1_� a I __\j I -I I I - /4'0 ZAMAC "LIN E R , fETY DUCT
<br />�_
<br />NOT BE LESS THAN MINNAIM SPACING W607M FOR EACH ANCHOR TYPE Al ___j I_] - __ - - , ANCHORS, AS MANUFAMRM BY DCWAa. 04C (b) 0ONTRACIO TO BE RESPONSVILE FOR THE StLE"OH, PURtUASE AND INSTALLATION INCLUDIN UFr SA OF THIS PRO
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<br />i/4'. I f/�.:7 I _Ie. ++ RWRES Wa. INSYANCE BETWEEN BOTTOM OF PANEL - - I � . 2 .r Q-) 1 1 1 L �__ I -1 A I) UIN.MUW EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR ELCO PANELWATE AND CONSTRUCTION SAFETY AT SITE fS THE COMWTOR'S RESPONSIEll," 07LAILED r
<br />_ 1,,.�A;��
<br />au uv In
<br />ANCHOR 111% 2 w / &-1 ;�l I 1 1/4- " ZAMAC NAIUN ANCHORS.
<br />TAMW -p4v3w QMJXx`, AND (2) TO M� 3/ir 8 1�_ - 8 V'v-2Q%3/4* ms,
<br />_ , j pUjS j (c) r,US PRODUCT EvAl.dATION DOCUMENT WILL BE CONSIDERED INNALIO IF MODIFIED
<br />- - / 7j't*A/ll!'=_ )
<br />3 � 3 2 ,/2 2F ` I - � I/� T I - ` L I'
<br />I&L ANCHOR VACIND (413 - I - : - NOTE 1. BELOW) . " Z�llr O.0 I ( ___I L Nut A.2 CAY-0 & SOUD-SEl ATCHORS SK41L OF EMBEDDED 7/6* INTO THE POURED CONCRFTE� NO EMBEDMENT WtO
<br />� Ey') - I ii .. � N I Ly- - 1.250 - D. 110 �20 SCREWS USED SHALL BE 1 1/2- LOW MINIMUM S14OULD STUCCO EXIST, (4) SITE SPECIFIC PROJECTS SHALL BE PF47ARED BY A FLORIDA REGISTERED ENGINEER OP. ARC WHICH WILL BECOME THE
<br />J� 01 EDGE M CORD
<br />B".W, satIx W � -14 I "'M , at CT
<br />'
<br />a V�-/ ITS - , �� 0 � " v 11 L-W,A 'L�r SIUCCO SHAALL BE PSMIT%
<br />I � '_
<br />� natoatAxax, ,� 1 1�2_1*01101S=%O�A�4 . -r.111244- w ", A14D I � MINDA) FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINES OF RE
<br />LIP�4 ---i- KATE AT SERIES =00 09 FLAT OR ON RE t,O
<br />4 7 -11 PCE 6A&g4R4E PROJECT AND WHO WILL BE RESPONSIBLE FOR TKW'
<br />M3 I* ) W,'I�,W,/.
<br />SIT ,;-,-- Wl 'jvw/w BUT WITH KING NVIS PROPS USE OF OF RECORD, ACTING AS A DELEGATED ENGINEER TO IK
<br />AWWL Ell M I I , W. ;wU6:vI*ll* �
<br />I I DAM sm twu 9 " -4�4�f LAG S 1. LAID SCw P.&D, ENGINES, SHALL SUBA#T TO THIN LATTER THE SITE SPECIFIC DRAWINGS FOR REMEW,
<br />- INU&N . 0 ls�w
<br />: != , . I IT 74w AZ) IN CASE THAT PANGASI STONE. PRECAST CONCRETE PANELS. PALVSS� STUCCO OR WOOD BOARDS OF FOUND ON THE P
<br />______i_ t - m,,, 4'" 12* W. I EXISTING WALL OP FLOOR, ANCHORS SHALI_ BE LONG SWIDON TO REACH THE MAIN STRUMn BEHIND SUCH PANELS (V) 1HIS .LD SHALL BEAR IM GATT AND ORIGINAL SEAL AND EIMTURE OF THE PROFESSIONAL
<br />L jr, ww" N&ME 2"W, I" A ANCHORAGE SHALL BE AS MENTNINED EN A,I) AND IN A.2), ENC�M O� RECORD THAT PREPARFID It
<br />MWI,i Amun 1 )OD' ALATE RE019 9 mowcm OF MAIr
<br />-----.L I - '4 2.0' WOOD I AT OR ON EDGE "a
<br />, SCALE 1/4'-" KATE RED 'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />� I I-- SHUTTER MANUFACTURER
<br />I lev I - ; AMR -1111, - - (B) T 1&7N_G__lv9_ PANEL SHUTTER IN ACCORDANCE WON SECTION 1709.9.2 OF FLORIDA BUILDING COOF. ONE LAM
<br />. I �., 1,� BUILQ-QW MQUNJING - 1/4- 0 TAPOON ANCHORS AS MANUFACTLiRED BY I I W BUILDOL IRC,
<br />SCALE 1 .1.1" I I SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH ,SECTION 1701I OF THE
<br />- 1/4� A , 7/4' CALK -IN ANCHORS, AS MANUFACTURED BY CIEWALT, INC FLORIDA BULDING CODE.
<br />I i � .. UM IQ CElLJNG MOUNT114G _ 1/4-0 X V4- SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCRE-W. SOLT & SPECIALTY CO
<br />U=1 -1 - -
<br />I. INSTALLATIONS ARE ONLY VAUD FOR SUKDW4 WITH A.SLD, I �;_ 11111111,
<br />OP To 5,_DMG, 'ONDS - I.- 'j,"milsk, INSTA SCALE Ile-l- - it -10 PANECUATE FVAALE K) AND PANELMAtt PLUS ANCHORS, AS MANUFACTURED BY ELCC CONSTRUCTION
<br />"111,0144m,"I UP V. +45.0. -75-3 Pat AND PANEL'S LENGTH - __�, 1. YE 3'�m 1/1� . ZAAW NNUN ANCHORS, AS MAWUFA�FUREO BY DENALI. INC R .. A.
<br />'a. S , . ........
<br />'?, n..!!�l " � -
<br />I #N 2 TOR HCiY WOOD =,tt Coor - SOUTHERN a , ,0"� �� ��14 1/4*. t" "TO THE Ut �� .1
<br />I , , -
<br />".711 F,C ,SM WOW MEMBERS 10 BE - 0. �) MINIMUM EMBEDMENT OP TAPCON ANCHORS, ELCO PANELM&TES 440 ZAAAC NNUIN ANCHOR. t � -
<br />,� PINE N., 2, W/ 0,35 OR SOUAL_ e 1, , . � FLOR BUILDING CODE (Non High Velocilyy flu cone Zons)l
<br />IA EN A, ir, I $*'�,,kAEN&4 ' BLOCK UNT; SHALL BE 1 1/4',
<br />:r�,.. � UQRIOA BUILDING CODE (Koh V012giy H I .. 1, - b I f - eme Kva:o� W- - VA
<br />11 I I 1-1 I ____ _ - cone 7*rte)l I I FLORIDA BUILDING CODE ovVy NO cone Zone) '_ 44 7 �- 24 CAGE GALVANIZED STEEL STORM PANEL
<br />r - 1 : - _(Nigh 'VelovVy lim 8�2) CRUI-IN 4 SOLO -SET ANCHORS SHALL RE EMBEDDED T1Ir VO TI,,E CONCRETE BLOCK VNI NO A liew . = Due" W.
<br />, � NI I 1 am -1&3m lw_ FP I ,' NO� 4 67 ', 1 Pam ftll�m PIC. -
<br />1 20 CAGE GALVANIZED STEEL STORM PANEL OWN wv� 1INARDIENIS 11111 1�14`.M*,AT TOP AS 2 * .* 20 WE GALVANIZED STEEL STORM PANEL N.f?- �__ - .z I ���o
<br />- . .11 5 , KR STUCCO SHALL BE FERMfTTEO. i/*� 0-20 SCREWS USED SHALL BE I I/Z- LONG MINIMUM SHOULD to EXIST, *
<br />I . I - _1�
<br />__ * * EcTION to ITAGgS . BASED ON Wo z 1. .*! D'IM"' W, AND I' MINIMUM FOR WALLS WITH NO STVCCOl S O'. - . , .��, GLOBAL PROTEMON PRODUCTS, LLC. W/V/m
<br />� ��-. 04,,e�Y ---t- . - I -" . S F -::" - - _� � A. s ,P`a, am-
<br />, __--- ARM BE TO," A, /� OVAL � �l I
<br />-
<br />X ,�, P4 RMF V - �__ 4610 LIN. 5 STIBE, - , �___ - __ __ - TURE BEHIND Str-H p;wR,-.. . 4i-� � � - W, - __ � aw4)w,s.& �_ De.ywax,010 20-175
<br />GLOBAL PROTECTI SAM EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH IHE MAIN STRUC ." W
<br />_ GLOBAL PROT FALLATION TYPE ON '-� -a'. STA 11 ' �� 4�� ""N'"N' T -I ,.� co..
<br />0 r,_-? 1, =, --- I � _p.. 4
<br />'e-r --_-�--�, clAolaw
<br />,_- _ , _ ON PRODUCTS, LLC, 8.31 IN CASE THAY PRECAST STONE. OR PRECAS CONCIIE E PANELS, STE= OR WOOD SO
<br />lz _1 ECTION PRODUM, LLC. Out, WERNAM 1, ..� ", DII%'. WIVE. N_ =I. - ANCHORAGE SHALL BE AS MENTIONED IN RI) AND IN 8.2) � - .. I k ___ .=_QxcINx... iK.1 - I PAAARN xx�
<br />- - ...Z,�r IN
<br />- .. .1 - I- In 'I'm I', -176 - .-ccoo,'. - i `E� , i - i -
<br />I'll, 1/1. - '. 1111ZI'l - _1* 7&:),..--- l==_l_fw - , - .m I w to
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<br />, Z� TOP NEA Aw �wl 51 �T.w
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<br />XC �t'Pl' ... ... PIxm ("4)M-�& FIX cwxllo�`17 20-176 lop . Bottom MOUNTING5 rAN OF COVERING) N ANY F-5� . .. AN, .
<br />�
<br />,5 C'S
<br />"I'llm"It, - 9 CONDITION & ANGM I=&= 41ON L �,�ff )NMI-71115, r- (-�)�, 20 , ,I A, - _/%xPx0wX/OxX imm, 21 A , � , . I, I
<br />- � cm --- - `x, cam - - , ,
<br />WN" & "Iff " � - 2� Ileum - WAY tO SIM ANY WS7MAATXtN. NOTE 7 "';,""I", ."L SEAL/SIMIATWAC�%AX ___________�� I 00,0INc - aiL
<br />sv4v�l O"'er - 000171.
<br />_AOMLA A � .bMnA, ul -_ !-#* I _- 11 __ -, . - - __ �
<br />'I'M CA - Ix I NOTE Fa` SHUTTER TRACKS NOT SHOW MA CLAAfff WALTER k
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<br />t 14167 -- i M 1_�ll IF" I -_ I --.Nwzbwm - I Ir, A, P.C.
<br />I I w
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<br />"mum - �� AND CORK +2/4 1*1 /4, 3/4, 4/5, 5/5 & 6/5 IQN DETAILS FQR REGULAR PANEL nl %
<br />QOMPONEN-15 FOR REPULAR. LIFE 5MEY & E-Z HA 9ORM EASEL-M-IM IF PAMM I UX= "L! SCHrDULE QW FOR RMWM STORM ANCHORS (SEE SCHEDULE ON lw/6. 2W 6, 3W/7 k 4W/7 INSTAL IIIIIIIIIIIIIIIIIIIIIII
<br />(SCALE 112-l-) PANIM INSTAWION INIQ RED NCRM, Q9 11 r, W -� ------ - - SHEETS 9, 10 ,&IT) ----,--- - -.-----I---- l____3: MAX- INTO POURED CONCRFJE OR CO QREIE BLOCK Cl-j
<br />__ I I MIN, I I MEN Cz
<br />- r W", ,
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<br />__ T _ -- - I ;r \ I ED f i I I . . I
<br />I _ - -.---. -11-1 ____ I I - � - � ---- E � i � III - --- - - WOOD HEADER - - - _� ,,S�� �j 1/2* IF ; --------I _4__# CIO
<br />10-2,N" --,- , r 11, .� It ; ,I � I Rmum :
<br />I � . - . I 11 I I 21
<br />. 4 1/4- O.C. � 4 ,L* Max, , 11 I - --- .1 . I . @ , i �l 1 � ,�
<br />__ _ '-- � - I Z \ P :_ i REQU , y / I � -_ -I "
<br /> , WOOD ___-
<br />I (SEE SCHEDULE ON" I , 24
<br />� -
<br />I It SHEETS 9 THROUGH 10) I IN i 1/4 1 � . ED I :: - - - _ I : I ,- ;
<br />� . � � ___wm ? =iz_ . _� _1'� : �11 - :
<br />0 HoAc xxxx3s, " - i (D A I = It
<br />- �, I I . i -,-4-- - j i WOOD ANCHORS I riy
<br />(gy- ; .- I \ i - :
<br />. I /I PANEL LENGTH , i '� I- I � ' MAX. LONG AL KUM SPACERS 0 12 i/2* � (SEE SCHEDULE ON f I
<br />I ,-. ; I/Sm 4 1 ; t � i �, e
<br />I T ; (SEE SCHEDULE . I L ! �) i i , Min. I "I, t
<br />- K4 � . I . I i ).C� (SEE TABLE #1 ON SHEET 11 I � SHEET 11) , , : . I Iy � m
<br />20 I - i � mi, ON SHEET 3 1 MIT. I I � "I I , . I SEE NOTE - BELOW FOR LIMITATIONS FOR - 1 __0
<br />� (j) FORStP __U I I V MAk I , c j
<br />SEPARATION ,�V EPARATION I I V , 1 I � 1 1/2- LOW SUEM, - �
<br />- ; It 10 IDEAS& - PANEL LENGTH , , �� I >
<br />10 11 ,- I ! -IT & S 1, � . ;SEPAR�w6ti TO 1 _q) ; i
<br />, "A'* I I TO GLASS. . - : �l � i � I
<br />.1 1. 1 r �.o - 11- I PA14EL Utt"mm I - � , , � � -1 GLASS.(SFF . I ;
<br />__ - -1 (SEE SCHEDULE I - I p SCHEDULE I i I o
<br />__ - �m SCHEDULE I I I � ; _PANEL MATE FEMALE 0 OR PANEL MATE I
<br />r ION TO CLASS, M SCHEDULE t/4--me ''I �
<br />L I SHEETS I :U �
<br />9 +4 I I
<br />I I ON SAM 3) 9 iog I (SEE SCHEDULE I __ --L OR f 3) _�
<br />11 I i ON SHEET 3� , I ON SHEET "k- � 9ux, �..., 0
<br />�t I Mac (SEE SO4EDULE ON �� I 11 ___ll . - - - I � - PLUS (SEE SCHEDULE ON SHEET 41) 1/11= r 'ISTE, SCHEDULE ON SHEET 3) " *0 MAX, 4-
<br />1 m4mioi-In Z'�`M�',&W�9 SAACER ; 'ON SUILET 3) U_ SNIEE I 04 TO CLASIL
<br />-4---- llft�ll � I - .- I .... ii�o i , - PANEL LENGTH
<br /># I _ - I I At . t _ , - Il_ ,�_ ! I I - i , � 11 ,,I,, - , � -4f A __ =_ 1 .�z ..,;.
<br />PAmCL LENGTH i - _-SHE", Iqll W", . -L - No, , ._�� - � - �; not "a _ � --- 1�_ - Llr, J, ", � I av::,;�.n
<br />. � wo" I 1� - I 11 __
<br />__ __ - Lamm, Om T-n I � I ll� I " �,,, i � . - -
<br />1- � ,- 1�_ - � "I , ? . -- 1-1 I _ --- - 11 , ,
<br />I (SEE SCHEDULE v PANEL LENGTH , I � .a � I � F - � . _. -_ -"- � ___ - -
<br />k, - " I - " _ 1--l., EOUU , " , (. I - _ -- . �, �n �, FOR Rm tgElt SCRtWLE 0-
<br />;- -- W... 1-7r 11 ON SHEET 3) , (SEE SCH �I! -1, , __ ___ I I F�y q I T i ___ I_ __ - ___ - - - ___ - __ -1 PAN LENGTH CN SHEET 3)
<br />11.1-- ___ 11 `*" DOSTING 2'x4' WOOD --- � 1611) 1 0071-0
<br />-1 ON SHEET 3) - � I an I �7n .L-, .= -_ . � (SEEISCHEDULE ; _L
<br />I -, - __ __ I I PLATE REQUIRED I I ON SHEET 3) --i
<br />;
<br />-, TO GLAS& - I --- i . I . - -Al I ; � ---- --- -- a& I I - --- -_
<br />B SEPARATION I GLASS, � ="i I 1 __(j) 0-
<br />i - _(D � I I �� - .-1.7- : � m-Ir I I r,�� mn)-- DIRECT MQUINT W/ SPACER ikk -T-1 I I !
<br />s(SEE SCHEDULE _KIX _� t- , j L Ill : � I I - ?_ I U)
<br />I ON SKEET 3) 1 - I I I I * : � : i
<br />I I _F v 11 - - (1) OF V I - I I ALTERhMYE IV ll��� --- I - - <
<br />I I 1 ___01 F- -- - -- v -- ---- - - 1 50% 1 OF i
<br />MAX, MAX. ,-, - I I . - f 5_*i SCALE 3/8-i' . I I I
<br />! I' - I 1
<br />14 (�) __ , -11 ___ I @ � I I i SOX : It z i 01 : i �7 .11 0 12 1/2' D.C. SEE TABLE 01 ON SHEET 11 MR MAX� PANEL LENGTHS Ak or v � ! 110 . : -4-0
<br />4 � 17-D ' I 1 _'49 j li- I " � MO� A-S.D DESIGN WADS MR IRS 94STAL"TMN, - --f§ MAX, :
<br />�
<br />�� ci � I OF I ; I or V ! SO --- �17 I ! i'� � I !kl !
<br />I 1 0 12 1/2- O.Q I I 1 1 1 ------ 1-11-1 1_1_� _ -11 � ; I MAX � I ,,, I 1 40 ' -1 I L)
<br />I � I I � 1-- Mal I - �� - - nox- I : , 9 12 1/2' O.C� I 1 __ -.--.,- - -L"_ ___ -- � I
<br />' O I'll � , i -0 It 131 1 I & �l (D
<br />,
<br />� ,
<br />I , , - - 11r
<br />I I � 1
<br />I � � I ..... � . E7 --- Lj I _________T
<br />I I -i L I ; I - I ,- ,,f 0 12 112- O-t I E� , ,,, ,, . F � --- 1 =3
<br />a --.-,.. , - , i , - _j � I I i - I 1 "4_ , � I - __ �� I i i �
<br />- ,
<br />- T Az, 1 � - ---- -- �l fil � � I - � -I ! � m ,� - , 1%7 -.1 ac -0
<br />. i
<br />I Ll I CONCRETE ANCMORL t CONCRETE ANCHORS I I I 1.111.1 , = , i
<br />,zl_ - � - IN . k - ,- I ; , I I ; I ** Num I—- 11 _ I k- I . i�
<br />z: I I �_l I - " - WOOD ANC � � rl -
<br />-
<br />EXISTING POUREIT ,Z� " 't __ _ i � I .1 r _1 , I -_ 7 STAGGSEE z " -_ -- - - __ I I i 93 �/ C
<br />11\ , , " � (SEE SCHI ON I --- . __ - - �� - ��, . �M-n/ ; � .
<br />,
<br />11,
<br />CONCRETE W , I _WDE OF WALL OR SW IWC" .1=0.11. To) q SHEETS a THROWUGVH o� - 9 2 1/8- LEN: NO, ALUMINUM - , __ ----i , STUD I 11 � , ;; � ; z (R ,
<br />REQUIRED ,N e I , , 1/4' O.C. VALID FOR A. - * 0
<br />1 t__ �-, � -i - , !�� i i. , ON SpAcm 26% WY ME I lIr LONG IF., �
<br />,,, I (SEE SCHEDULE ; - i : � I , If �
<br />_ �� (ALT. CONDITION) I . N
<br />,
<br />-
<br />S74T �,�,,� SIM POURED CONCRETE ALL DESIGN LONDS AND PANEL , , - ". , . i� - I SKEET I 1) I (1) POR&LATION Z LMM III A ONE BMW BLILDINGS WITH IT-9 �_____ __ - - � z-XS- WOOD WOOD . , I "
<br />, LENGTHS PER SHEET 1 , I � � �l � __4__._- = DECK REQUIRED - I �
<br />CONCRETE BLOCK __ I I �,, , , , �1' 1, I REQUIRED I -, .,r ANCHORS
<br />, . 11 *B=- I I KEXHT DHIS 5 A MORTIC1100 FROM ANY __ - _1 � I I z
<br />(SEE """" OUIRED. l*xAl WOOD , -i 1, - � 11 � , (!�) , - I 1 �: ; � -, i1i MAUDING HMO MWIDIRV NPICAIM ON SKEET 11). i- ! �
<br />; , EXISTING POURED CONCRETE t;�_;7 . 2'.4"
<br />CONCRETE ANCHOR�_: : 1, 6-111 OR CONCRETE BLOCK I UM SPACERS 9 -,- ___ - I , � MAX " poor � WOOD ANCHORS 1�w - ---,---- SCHEDULE Ott CIO 0-
<br />. I � 7
<br />SCHEDULE ON "I"En. -9 "; r/i. E.C, (-SMTASLE #1 ON PLATE REOUIRED _-, ; ! � �- 1, i, � __ � �IGOD ANCHORS , (SEE SCH LE Ott - - �/4' - -.- - SHEET I 1)
<br />10 -r-O..- ��;/ � ".. ..I, ) __ -1, , . i
<br />SHEETS 9 THROWN I � � , H STAGGERED W1 STUD tl MK SpAmam To P.m Irrm I ,11--2 SHEET I JEDU - __ � 11
<br /> U - - PLATE ______ I �
<br />SHEETS 9 A. III,) �_� . I 1, _� - - RMUIRED (2) ANCHM BOND, 'Oft owown @A Owal, WE FEMALE m OR I I , "I �
<br />L ! 1 � � �! 0a SCHMLE ON Eazi Nw.-M .-I w U - .41 - PANIL WE PUM SHALL BE SPACED MAXIIAW Ar 4 1
<br />1 � j ' � I �L SHEET 11) (Ift 5 A RMSTRICTION FROM 12 112' MD. SPACINe =. i 2' MIT-— _11-2 � - 11 -, J
<br />: I I �, �[ VW #)� \1 0 0)
<br />� , ��, I mv" IS .5% -00 "J. (a) VAX 24 CAM PANEL LENGTH 5 Own TO w AT AW CPO"
<br />__ '. MAW= 11.11-gul )AQUNIIN Mt" MOUNTING 199lugn Wamw-dL" i , __ � - 1, i - - 1 � ! I , � J IT) MAXIMUM Am MON PRESSURE I MES 8 A RESTRICTION FROM ORDER FAMR. UNIMS AULOWED ON
<br />W%,; Q,Q "y -1- I "I :_ (2) MAXIM&W SIONM PANEL UNGIN 0 1 IRECT Mau SCHEDULE stw li)� I
<br />SCAU 3/e-1- ". . WALL Qlma-z EUN OR, MOUIHIING EIUJLD� " m
<br />2W (43 1 1/2' IONIC SPAM COMPONENT INIA $KILL BE a 000TO ON ALIERMM
<br />I AmImm-mul
<br />a) =%,�� SCOAX 3/8-1- %w a. INSM"Arm or I Z LONG VIM " lm ONLY
<br />., .�. %,L � SCALE 3/9.1- ALTERNAlff-4W cn
<br />!%mllaw I YKLID FOR 0010 ZOM 1, 2OND I AS DIFTMEP ff Astm I "011111441%, SCALE .3/8-i' "
<br />C-1"6 Im THE (m Offloo at THE nAl" I -
<br />SCALE 3/8.11 (A) ew"mm VAIN, OKY FOR "m I witomSTAXIM119 , �,
<br />140410TIF", zoo 11 2 . 3 mm AGIN 1 "00000#110,4'. cam I / -4
<br />vW:.T// �
<br />if 1111111"Oel ,- .. , , - 6, 'k
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<br />A. Tit " I , " ix - , 4! - , LU
<br />N. A A.�V, - 6 A_._m__m___ - - W ,- t
<br />..�CENi -
<br />S. Nm,
<br />- , ,0 �-:... � .z FLORIDA BUILDING CODE act loams, Zone) =
<br />. 11 ... E*�** ,.1% 1 - sg= 'r-#"5`�mi MM FOR C :: �l 2i
<br />. �r
<br />.
<br />.
<br />,
<br />. . . FLORIDA BUILDING CODE (Ron High Valoc!2 Hurricome Zone)i .lr .* FLORIII A BUILDING, CODE (Non High Velocity flu cone Zons)l I , INSTALLATION ARE ONLY VAUD FOR MAX, A-S.D. - . . i _(_Non Tjh Velocity Hur
<br />- I .
<br />.� 02020, ALMIX). %C� ri. 1� INSTALLATION ARE ONLY VAUD FOR MI ALS�O� 4 � --I- - OM 11CMIX4 M FJ`� TOP & BOTTOM UOUNINGS CAN BE - . m .*:t ahas w1m W- fAl <
<br />E � 0. I NOTE FOR %WBINABON OF ==- f J' No, 44167 - 24 CAGE GALVANIZED STEEL STORM PANEL I STATE OF : = MANN by"
<br />* 1 24 CAGE GALVANIZED STEEL STORM PANEL - 1� i ; = ORRIN Im, DESIGN PRESSURE RATING (px.f) AND PANEL LIENGTHS . 1 24 GAGE GALVANIZED STEEL STORM PANEL
<br />2 DOWN BY. DESIGN PRESSURE WING (p.s.f) AND PANEL LENGTHS E * -, COMBINED IN ANY WAY TO SUrr ANY AS PER SCHEDULES 09 SHEET 3 . z
<br />. I * 1*1 I * . * I
<br />NOTE FOR CMIN"N QF SEMNS I a * - TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEOUILES ON SHEET 3 (EXCEPT FOR z -- - . W/V/2m INSTALLATION. 2. FOR NEW WOOD MWE CONSTRUCTION: WOOD �, -, .�'O;tjt, -,
<br />S �C" STATE Oz� 111LIEC0,01C. DIX- - STARULZ� ;i� . , .. *6 GLOBAL PRoTEcrm PRoDucTs, Lm "m,'"
<br />E.D. - EDGE DISTANCE I'* � !:��'s�, GLOBAL PROTEmON PRODUCTS, Lm "I", COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 17$.. E - Z' 11LIEC0107 GLOBAL PROTECTION PRODUCTS, am MEMBERS TO BE SOUTHEFZ14 PINE No 2, W/ SPECIFIC I -_ Z;E�� / 11LIEC
<br />I �_ 4=_- - wxa�si:::_� Woo S,w. 5 sum LlJC. DENSITY OF 0.55 OR EQUAL NAL *Vo - 4600 to. hl SIREIT am
<br />' acw_ FL 33344 z
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNITINGS CAN BE - �.,;�17,� love s1w. a, TNREEI INSTALLATION. ��.l .,,0W &&17- - T,, � axML FL' 20-175 Illitt-'. - ^tzl M*)�7U& FW` (0068I
<br />� _ _ MC - -14 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD A 20-175
<br />-IS 9 .- _ -175 - ii�.Z _ _-P4o_-,XxII_l,PaN_,. ,-m-, (".) w � - - - -
<br />SHEE & 10) COMBINED IN ANY WAY TO SUIT ANY t lccl�l Qs �K_ ")W-760. M, Bsqsaw-mv 20 .. 14, - xx.xA^_aWlX%dx. . ,A#)
<br />INSTALLATION. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC - - ZK/ -I= Mt- ,, pHaw-
<br />-7t7. .; ,..)._., �/Z_ - -
<br />�__ - ovIrm ft: _ - OIW"xG xx� Momill .1 - I- ",
<br />--! - 1 - 1 -- 1 in I DENSITY OF 0.55 OR EQUAL "FluWAIIIIIIAMNAD"AtuRk/oln CA-a.W" nil! - !- m s&m,xamwmwDxm: mcm I TILLIT .- pl- . � I _�!� <
<br />Iffilliftakwjistlam,"womf A I L I , j � NOT 5 OF 1. %xLm A. In L.- I , I i , I MITI 6 w so - - � Dow- .1 am I 0 To I -1
<br />I I I I I I I FLORIDA - I I . a -
<br />I
<br />SHEET NO.
<br />SH 1111
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<br />. � . 11; - 1, � .. - ! . k,", � �" '� ,.:.,-. - - � - _,, ", ". - .
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<br />- il� 01" 111'1�1 �� I" li, r �, � ,!� � - ��_l - � �l 7., , , , L . . I " ,. � I . rl . . -
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