|
_4__A
<br />a)
<br />(2)
<br />c-
<br />C/) -F0 (1) -P-0
<br />_0 > r- 0
<br />(3) 0 -'-'j =3
<br />L.- L_ = _0
<br />______ __ _____ - (L) CL 0
<br />IN51ALLA119N., PETAIL5 FOR-SERIE5 2009--&. 10 - f----- - _____ a) 0- 0 L_
<br />I IQ GENER& NQ= C M 12- .
<br />INTO EXISTIN WOOO SIRUCTURES -1 _0
<br />09 -Z HANQ 5 _RM PANCL
<br />_q - � --- __ - . a a
<br />I I .. Mlt�.�.�� PAKL..2�� BMOCUM�11 T (P ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE it-1 IQ - , (1) (1)
<br />'14". LAG SCREWS 0 E* 0 1/&'# TAPCON ANCHORS, AS M_IURED BY 0W RUILDEA, INC 0 U) -!--
<br />�� �, - .. 11 - - WITH TOLD 2020 (71h EDTON) Of THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #! A- TO PANCU,IATE FEMALE 0 AND PANELMATIE. PLUS ANCHORS, AS MANUFACTURED EFY EUCO CONSTRUCTC
<br />. c
<br />- � _. 11 '! kt4`0 WILD ScrIVIIA, 0 0- O.C. wj, , - I " , ICANE ZONES (MIAMI-OADE / WOWARO CO WiFS) - I i4'9 LAG SCREWS 004 Nas�
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ("J.1 AND - � - T7��_ -C, w/ , PRODUCTS. I
<br />I � I, *� ...... : - 1 - - !/-I* .. MORtAm PGOVII.TIOW ,. =. 2'..- WOOD VELOCITY HURR - - WOOD BUSHING, AS DISTAIRUIED 91 ALL ,POINT $(;RF:W, SOLT & SPECIA47tY t7O,
<br />CORRESPONDING Mmam M PANEL LENM "L! SCREDU MAXIMUM A.S.D. DESIGN ERESM RATING (M16fj AND COSBESENDIffl MXIMUM AN ____ - ___ __ - I I- - . � ; 0wrVO WOOD .iulorx [ r 1-11 1 RIMIAWT) ;/,-. � amos 0 6, O.0 A/ DESIGN *imi> LOADS SAO,'" BE DETERMINED As PER SCCTI,0,N 160 Or ,GL ABOVE MENTIONED COM, FOR A BASIC WLNL - 7�ill'. . 5/b W -0 0
<br />1 -i 1,,z' IA,, nwmr,to PEW'RAMOM � I ; KAI OR ON EIVA, /?' Ok. PrImAmEn PENEow'm SPEED AS REQU40 0`1 THE JURISDICTION WHERE STORM PANEL WILL RE INSTALLED, AND FOR A DRECTIONAL;RY FACTOR
<br />FOR SERIES 1 12M E=Z HMQ =RM EMFL (1) SIM I __ TO OWPOIA AM ADADER , I ) ----(�tc.,L #14w sw4. Ei� - I TO rMST'N"; WOOD HEAPE'R d
<br />� - , , 9 , . ,': 040-0-95, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ALS.11) OMSK PRESSURE RATINGS 910070) ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2* FOR ELCC PANELAAA11 PwIl; 0 0 . �:_ -0
<br />SWING SwmLE FOR I C AA W IM A=K AU A � , , END OF 0 , , 1/4' AND PANEUAALE FEMALE 10
<br />WUQ-2"-MLEal-gWAW-li-�MLA*-?tLMAMOALX.IM�LA�-IMn-Ul, [L--- I . I , "", // ,I :�__ 1 Y�20;%.* 04, ]L 9 THRU 12 * 17, IIE = L_ - L_ (D
<br />1, / , - r'l r WwJ; IN ORDER TO VEMIRY THE AEOVE CONULDOO1, ULTIMATE DESIGN KIND LOADS DETERMINED PER ASIDE 7-14 EAPILL HE FIRST
<br />'N"-QKtn&-EAW-t6tkiA��ILXAR�[-C-ZdEU-.'L� ,,I' � 04 CI*Y, #YUI� SMS� 1 i v I ,2 ILC
<br />1, � I I - - �, 19) . l I" r" - ,�:_ REC410ED TO A,SQ DESIGN PRESSURE RATING BY MULTIPLYING THEM BY a6 IN ORDER TO COMPARE Ii wo, YAW, (A.SD) ,- 2 )� MINIMUM THORwer; PENETRATION OF LAG SCREW� INTO THE WOOD FRAME UNIT SMALL BE 1 1/2� NO TARFAaD 0 0- = 0 3:
<br />MAX - - - I I - � 1, , I L - SMSL
<br />MAXIMUM AM). 100"Al ANCHORS SPACING MR E. 0, - 3 1/2* - y b �I f ��'Z LAG Sa" 40 51 ac. W/ �-L II'Ll" DESIGN PRESSURE RATINGS IND"IED ON SHEETS 1, 9 114RU 12 if 17, 18, PENETRATION AS PART OF THC REOUiRM THREADED PENETRATION
<br />WN#AU SEPARATION P94L APPLICABLE TO AP. To I
<br />TO A'S.a. %9GN __ O/1'..200 . , A "
<br />acm." I m. M �, INC, 1) DITICHI 110"ll, # A, I \ , Ii r T � 41/4 1 7 A U V, " KNOROPION a LOW ar, 0 IN ORDER TO VERJ 'THAT ANCHORS ON THIS PXO AS TESTED WERE '407 OVER STRESSED, A 33% INCREASE IN ALLOWABLE 0
<br />EC GLASS PRESSURE T.PCONS OAMI-IN FANVAAATE FEMALE Ali I sa VAX." PANEL , TABEIII & 1 /32' STINC "'T", i �L C -
<br />I WOW Alfai � STRESS FOR WIND LOADS WAS = USED 04 THEIR ANALYSIS. rASTENFRS SPACING 70 WOOD RAS BEEN DETERMINED IN Cil) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED A 14ts ORAWNC
<br />I � I I ji W`NU Aw 6 17r
<br />- PATINO I "It"m 10 CONCRETE ANY g -,Z I LOWHO -L` (KI I --raff _ I .) I ACCORDANCE WITH N.D.S. MIS M 0 - ,.+- w
<br />.&ILIX -7_�3 70' OR LESS 2 9I BOLTED . 1'. V. 3, * W ( ID CONCRETE To Ca"DRUE NO CONCRETE TO CONCRETE To ,,,,,,I To CONCRETE � ! Or VATY I 'SEE. DETAIL 11,,41 4 STURM FOANEL'S ADUOUACT FOR &PACT AND WIND RESISTANCE f" BEEN VMrtED IN ACCORDANCE WITH SECMON 1609A.2 0, CA) MINIMUM PENETRATION OF *000 BUSHING SHALL BE 5/8' 1,14' 0-20 SCREWS USED SMALL BE 1 1/7' LONG MINtmum
<br />, , 11 O tu 0 >
<br />L
<br />,
<br />- - z*w a 31w _P..f�) BaL =CK BLOCK I 6"T at op. I' & 2, (TOP) I I : � I 1 -3, "r A- POP ANET - C-L 01w, tm.s- I � T; I 'I I . LKM71_-��] THE ABOVE, CODE AS PER AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS #0814,001 AND #021SO2-09. At- SHOULD stucco EAST, ADD 1' MINIMUM FOR WALLS WITH NO - - -,
<br />gmkow III ArviOnw. a- vWRY V I , " 2-0 A: ASTM C 3W-02 SFANWDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT J111231JI-10 U)
<br />.664, -75.3 70- OR LESS 1 2 7/8* BOLTED - 1 V III .-# 12' N/A 12' N/A 1 12- N/A i2' I N/A I 0 fAL M W ID � - I WEN11ONE JACS PER 05) IN CASE THAT PRECAST STONE. OR, PRECAST CONCRETE PANELS, STUCCO OR WOOO BOARDS BE FOUND ON 1HE CASTINIC
<br />1. . (BOTTOM) � - , I "I 1AS-101 AND 7AS-203 PROTOCOLS. AKIO K- PER CALCULATIGNS PERFORMED ON ACCORDANCE W/ SECTION 1604 Of TI L_
<br />I __ - 4' 1 - -11 ...... I- :: I � Ql�j (Sm Pf7m, V12. a i WALL, ANCHORS SMALL BE LONG ENOUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS U) a) - -4-I, il�
<br />TIM 4 0 ?Ok3/4* SS� M.S. A, WINOMP AT OVEIhAP Or #OX OF PANEL LENVIN I)' ,.* 10' 1. '. 4 t jr��, A j I - - --- �� 1 q,, FLORIDA 81111-DING CODE
<br />* 04UR&F114; TIC U` - 12' 3- 12' S* '. 1. 1� '. ��!�� - - 8 ! - LOW), I ANCHORAGE SHAI BE AS I&NINONCO IN C 1). C 2) & C,4) U) 'R
<br />;� "' L, - -I'm, Y�_sr___*W) 2 ALL AILIMSJUM EXTRUSIONS 'O RE 6063-16 ALUTV AND 1EMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 M a
<br />__7__ �, I - MOD (Wj ANC40115 SMALL BE INSTALLED FOL,LOWINK� ALL COT 114E RECOMMENDATION$ A140 SPECIFICATIONS U1 INIF ANC,I1OR'S MANUFACTURERL -4-1, -
<br />__ . ___ ��Lm lw,.. I - I zv,�&-.Av I MOVER IIEQUA ! 1:1) :E m
<br />N/A N/A , N/A N/A N/A N/A 12 1/2' tl" v (BOTTOM) I IZA,� 3/4- " �' 3, ALL kUkANUM EJEET METAL US�G AT CLOSURES SMALL HAW. 3105-1414 ALLOY =
<br />.- ___+_ __ --: ___ - _`S&12;T,C.1" - I � � � - - 0 PANELS WAY ALSO BE INSTALLED ACRIZONTAILY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROLIUA 6 �SWEETS 4 .
<br />70" OR LESS I I/ ;;;; I'll �_ -0 - U) <
<br />7" 1 N/A j 6 1/2- 1 %/A A 1/21 24'4L.4�"_ 1 �,/.-�sr'. ,.� TO GLASS, I -
<br />- `Y) GLAST I . " * Y/ "�� , . 4 ALL STEEL SHEET METAL PANELS SHALL HAT STRUCTURAL QUALM STEU_ ASTAI A-653 GRADE ED, WNWUN, G-60 G00ANIZED !HM)CH $) EXCEPI THAT HEAIXfMQ III@ SHAU, NOT hL USM, � - -
<br />4 I /2" I r I 37' -I/.- , - � A_ - I
<br />__ - __ ___ - N/A N/A _3* (TOP) " Ai /. .�/ I .. �'.'; l2e*C, _G , I STEEL DESIGNNTION W/Ff- S22 limi (AFTER ROLLED).
<br />12' 12- 1- N/A S 1/2" ] N/A 9 1/2- N/A 'Arr; ov 0 5 Eqw 0040 � ; f"Ir IAO, 2 9 ' ,I SHALL BE THE RESPONSIOILM OF THE CONTRACTOR TO VEll Fly THE SOUNDNESS Of IN, STRUCTURE WHERE SHUTTER IS TO
<br />------ 1 -'/A r 1 1 L s(sarrom) I 4 i I- r - I . SLFARA�TIGN- � 5. AL11 SCPI*$ TO BE STAINLESS STEEL 301 OR 3316 AAS$ SERIES OR CORROSION REW.ANT COATED CARBON StMI AS PER DIN ATTACKED 10 INSURE PROPER ANCHORAGE, THIS SHUMP SHAUL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME Ken
<br />I
<br />_
<br />- - __ - - - j - L -- I I/--20,a/-- - TO gl� ,I MkOiNGS "
<br />I N. SCREW A/
<br />i2" I N/A 1 12- NIA 12, 4 . I 2� 1 2 uf�I� 91. 11� I� 500�8 W1 50 k.i YIELD STRENCT4 AND SO r,I, TENSILE STRENGTH AND SHALL COMPLY W/ ILCIRIDA BUIIDINC CODE SECTION C= f
<br />(TOP) I �? 4 - - - SEP-RATIN - MO. § I 241 _2� 3.. 10 EACH REGULAR STORM FOAND *M, LENGTHS OVER 90'. AS PER SECTIONS 1. 2, A. 5, 6 AND ALTERNATIVES IW, 3W & 4W Of( ",�, =
<br />12. - I N/A 1 .@ -1 -_ ____ - - - -_ i- I 0 / p4w CYCRI-AP . ", ,
<br />_F./A I=,=- - I -I i � L1. -
<br />, -1 - -, .--.. -I 1.� SHEL75 4, 5, 6 & 7 QESPECTNCLY� SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUITING OWNER OR TENANT YO C,
<br />12, 1 6' L 9 1/2' i 12" 1 it- 1 12' $I* i 11 I � 111. DON O`1URLAF � 6 BOLTS TO BE ASID A- 107 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS SIPEL� WITH 36 I� MINIMUM YIELD STRENGTH SECURE PANELS IN APPLICABLE AFINFORCEMEWT DURING PERIODS OF HURRICANE WARNING
<br />E , I
<br />1 Of. t:--=) _______J1 I 1 1 I I I - ,- r ._ v i (� -11
<br />* UUTTED TO 60.0 ;f,ILli. AA.D. DESIGN PRESSURE RATING -j- - � 4 I o d 7 ANCHOP,1, 10 WALL SKALL HE AS FOLLOWS, 1'. THE INSTALLATION 'C'U'w"10P ;5 TO SEAL/CAOLK ALL ,SHUTTER COMPONENT EDGES WHICH RUMi ON CONIINUO,JS CQN,TAC1 vAMI I., .�o ,
<br />t -- .--�-i R-A " � 1� i I 'Lit
<br />I I , CD
<br />I,
<br />�. t t9l, �, . I - I - (A) TDL_EAtSDhQ�R2VfW_Q0 Ke BUILDING To PREVENT WIND/aw wmus3QN W_ =.- LAj
<br />I _GRM CD
<br />__ � �_, r , v I I A - - o ;I , - J14-P TAPGON ANCHORS AS MANOAFACTIOREP By IrTLW BUILD", INC (M;lr ",tlq?� P�,I.,) 12, STURM PANEL INSTALLAVON SI-9111. COMPLY MIN SPECS INDICATED IN THIS DR4WIM PLUS ANY BUILDING AND IMNO REGULATION t
<br />Asa SHEET 10 FOR ANCHORS TOE & SPAC*r " INSTALLATIONS 000 WOOD + REQUIRES HOW, DISTANCE SEMEN BOTTOM OF PANEL t §� , " . I I I _=
<br />. �- , i 11 I j
<br />� - -_
<br />HAAME BUILDING, 1 -11/2. ! ji �, I �_j 6
<br />MINIMUM ANCHOR SPACINGS AND MINIMUM ZWE WANCE ARE INDICATED ON TAM AND _ I 11 - 1/4' 0 . 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALLI INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TOL =_ F_
<br />� - - ___A� 9�
<br />--I MO, 1 j I I A - 1/4'0 ,, 1/4' SCLIO-SF7 ANCHORS, AS DISTR16UTEC BY ALI POINT SCREW, BOLT At SPECIALTY DO 11 MO C..7
<br />1
<br />SOKWUL FOR COL LESS TKAN INDICAM ON S040LU RMIJOE ANCHOR VPcM j ir 1 Q, AS I (� - I ", LIOE� V-3LOOD P'.i) 1 3 ,c) THIS PRODUCT EVALUATION DOCUMENT (P.E-Q) PREPARED BY THIS ENGINEER IS GENERIC AND GOES Nu-T, PROVIDE VJ� =
<br />By VULTIPLYTka SPACING smom ON SCHEDULE 9? THE FOLLOW4 FACTOR& PbR ,� a f§ I I 1 .81 THE PEO _T____1 - _=
<br />THIS oPM1TpN To BE POSSIBLE. ROMM SPACA4 OBTAINED UWC FACTOR SIMI I I E __ �. � C�zt% . � - I - #14-10 PANELMATE FEMALE IQ & PANELMATIt PLUS ANCHQRS� AS MANUFACTURED By U.CO CONSTALOUMN PRCCUGT`S� MR A SVC SPECIFIC PROJECT, i... WHERE THE SITE CONDITIONS DEVIATE FROM =
<br />NOT BE LESS YNAN MINIMUM SPACM RAW -W TYPE AT a 17' at ,I , - - 1/4'0 ZAW NAILIN ANCHORS, AS MANUFACTURED Err DEWALf, Ills PRODUCT < .-; = LA_
<br />__ I , _ -Ty AT SITE IS THE CONTRACTORS RESP -4
<br />�TVD POR EACH AND I - ! I _i� - I I `1 - - - ----,I-- I H 4 �] ! I i�� 1 1 .NCL (bj CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PUR04ASE AND INSIALLAMON INCLUDING UFE SAFM OF
<br />( BASED ON 7XIS P.EQ PROVIDED HE/SAE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, .(
<br />.2 CO =
<br />. I/i ++ REQUIRES MAIL DISTANCE BETWEEN DOFF b L A !) UINMAULI EMSEDUENT OF TAPCONI ANCHORS INTO POURED CUNIREM SHALL BE 1 3/-*. 2" FOR ELCO PAHELMAT,E AND U) -0 C
<br />,�__ 2
<br />_L44 40 Ile.
<br />AJK*m m �_ _44aulla - _V4 0 el- k7- - -i �f*-._,IN31.- ..s 1 3/4- FOR ZAMAC NAJUNI ANCHOR& CONSTRUCTION SAFE, OU'll, CD Z�,'
<br />I~ I'malwor -NO 0 To W_ Attie- 3/IV 91__ ,;A,4 A/ I "L - , ONSSILDY ,
<br />-
<br />Fwk m III. ONI I I 9 ------ : F ""I - I -I !a I _ I - _: I I , `_� .< .4 -
<br />_!!�= tax"O 2 ,
<br />OM OF FARE, �#4'. TE L 0 - . -
<br />A4,2�W -
<br />. "�
<br />'m f 1110. y 5 - ,_ -- - - - LL -
<br />___ - 2 4A I �i I I rso wTE . .* J m6IIi IT `M/�- ox � - - __ , L' .. - I 7,`fr.W2_ WING (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED ;I` 3� _= C1)
<br />0;� � SPACM 0.) 3 3 1 �, I a J I' 40A sfUT OR I/ .A,_
<br />- __ Ii'4TI.440 $CROWS 0 6' OX4 L 1 S0700/41 A2) CALK -IN & SOUD-SET ANCHORS SHAIL BE EMBEDDED 1/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />tI * ' I A4 w I.P, - 'O SHALL BE PERMITTED. '/+' 0-20 SCREWS USED SHALL RE I I.Y2' LOW. MINIMUM SHOULD EX � w = -C-- -
<br />___ -,.-- - -A _777-7 � 2 I - .111111"wM110 .- =
<br />.
<br />UKM`Kq._ � A I . ;! 14 t%011IUTE1,`IU.,.w , 1 7 R.T.12 izlil�, Of , $11JEA, SwCD MT (4) SITE SPECIFIC PROJECTS SH�L BE PREPARED BY A r1ORr,A TOMSYERED ENGINCUR UP ATICHITErl WHICH WILL BFQOmt THE r --
<br />. 11
<br />Ive W-4 �-�-) .) � ---4- 3 vi 3 ,jv __ I � 1 �- , , ie�WC-r AlAw Aw S-M-162m- - F.AT an Lw ma 2 " - � AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY 19E HEADED SCREWS OR ALL THREADED WRIUVS W/0 AM, ENGINEER OF RECORD (ECIA A THE PROJECT AMD WHO WILL BE RESPONSIBLE FOR THE v �,- _= =
<br />7 , mumbseftiv Lai few A KLOOo �, 4", � 1 �Xzw^' ms- w/ ys'A.3/32' .9.11,
<br />,- �, BUT WITH WIND NUTS PROPE USE Of THE PEQ., NEER OF RECORD, ACING AS A DELEGATED ENGINEER To THE cz
<br />MAK ICA !m mwm .i:*,��,;I-X- Pm�TIONV"wl. 11 ,�,�_ " 1 � -" i � ALI 6 Q.- 0 C RED ENCINUA, SHALL, SUOMT 'TO 7AS LATTIER THE SITE SPECIFIC DRAWINGS FOR REV" W w :t- IT
<br />rXIM KAI ,, - � "._� =
<br />I I"r ____r _7 - � (2) 7NOIft "W12001m ,�! LAG SCREW &
<br />, �, 1/A t VOU A -3) N CASE OHAt PRECAST STONE, PRECAST CONCRETE PANELS, FAVORS, STUDIO OR WOOD BOARDS RE FOUND ON TAE ( -_ '2
<br />. , mi. TAREADED I.EPILAX. MI,, It J.A - IN
<br />- WOOD RAIT OUw1m , � 1 �2. �1'11/�_LIZVC= viW111 �!:
<br />� Ilt" ____t__ - G RA,,S LIN COGE ALTERNATM 2" � L CXISTING WALL QR FLOOR- ANCHORS SHALL RE ION0 ENGLISH TO REACH NE MAIN STRUCTURE BEHIND SUCH PANELS tel THIS PE.0� SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE, OF TAE PROPES1,00A
<br />- _w � ie i H - 44, Z,,. w ZOO twr I I 4) 1,A)"TIM or "IT ANCHORAGE SHALL BE AS MENTIONED ft AT) AND IN A2). I ENQVEER OF RECORD TRAT PRE -PARED IT `1*I..OI -
<br />_____r_w__ SCALE 114'- - - I III, 0 FLAT .�! . U (D
<br />r ". %lug ,. I il PLATE �-Ouw" - 11.1 OR ON ED" > '. =
<br />- - - . , - ll� IA. SHUYT MANUFACTURER'S LAIDEL, SHALL BE LOCATED ON A READILY VISIBLE LOCATON AT STORM
<br />3112- - ____ T__ I'M ALTEEMDVE 1 "YL I - - (6) !a _r9mTlN9_��.UL_-&OC_K _*%J,_Awx_D_� MSHUTTFR IN ACCORDANCE WITH SECTD14 17D9.9.2 OF FLORIDA BUILDING COX. ONE LABEL 7 ("
<br />� ;: �� I BUU=,QU FANV_ .�=
<br />, SCAU5 1/.,.I, i T MINTING - 1/4- 0 TAPDON ANCHORS AS MANUFACTURED BY I I W BUILVEX, W_ SHALL BE PLACED FOR EVERY OPEMNO ILADUUNG It.) COMPLY WITW SECTION t7O9 9�3 Of THE -_ = . 2 ::,
<br />11 i i I . - I'el. - ,,-,.I-., RWAUAIION - 1/4' 0 t Ys' !:ALK-IN ANCHORS, AS MANUFACTURED BY DEWALY,i INC 140 In
<br />_1 -,L -- - - 1 - t/4'0 X ., -SET ANCHORS, AS DISTRIBUTED BY AL FLORIDA BUILDING CODE,
<br />Noma: 1_ ALIEROMM 4"W 1 /4' SOLID L POINT SCREW, SOLT Ok SPECIALTY CO = E
<br />"olu"Nort"', I INSTAUATIONS ARE O.WY VAUD FOR SUIDINGS WITH A.S V 0 , L � __ -, .. 11 _ - 10 PAW T T - -TION P I, CD
<br />�74sl,, Do$ -,� A� - ,nIORIN1110, I. _,1. ,/._.I� 14 ,LMATE FEMALE 10 AND PAMCLMA.E PLUS AAADIOM AS MANUFACIUKD BY ELCC CON-INUC "TIM .T
<br />,,�o T 4* lzj:� .4 - ___ - - tj4* 0 ZAMNC NNUN ANCHIM, AS 0ANUFACTARED BY DEW T, . -
<br />, �Op'. Q/"�,�, J- 10 .611B, -75.1 00 AND A10EL'S LENCM UP TO V-70 � � , SCALE 1/4'� All INC - . I ....... In (_$
<br />0 e� 2 IOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS 10 OF SOUTHER14 19 � � - 0,k!;�� A, 77,44 .. -
<br />��ENSj`,7-e 1�. PINE A'.. k, *I s-ECm DENSITY OF 21515 1-0 EQUAL. � I - I �r - � 0. t) MINIMUM EMBEDMENT OF TAPGON WAKIRS, MCI) FAMELMATCE AND ZAMAC NAiUN ANCHOR, ONTO THE \,�\G EN I., FLORIDA BUILDING CODE (Non High Velocity Hur Icane Zone) .
<br />, ... :� �O,i:OEN -�. . BLOCK UNIT SIJALL BE T 1/4' -
<br />1, I. , ry� �, �f ..
<br />4`11"', % !:, FLORIDA BUILDING CODE (Mftgh Velecity Hu Icone Zoms)j - i ;,- � - FLORIDA BUILDING CODE (High Velocity Hur tcqns Zone) - "M ` . N%W6,44 '., 1 *,mla moco� - F11-
<br />i .. No, 4� 1 .1 - = .am 'fillm - wruh, I z .1 -. s - 9 �) VIM -'N & SOLID-ScT ANCHORS SMALL BE MUDDED 7/0 THE CONCRETE BLOCK VNII� NO E IRENT 24 GAGE GALVANIZED STEEL STORM PANEL Ofi w
<br />'. - 2 - l/2- LONG MINIMUM St401,110 tO FX151. *
<br />-
<br />= I . * = 20 WE GALVANIZED STEEL STORM PANEL FA - . No, 4 �w. �3101 "I'l 20 GAGE GALVANIZED STEEL STORM PANEL I - SDJCCD SHALL BE FERMITISO, 1/4- i,20 SCREWS USED SKIIAL BE 1 <1_2����_ "It",'"
<br />OFANY In, , = O`AAI . AND I� MINIMUM TM WALLS WnA AD STUCCO. � �
<br />- . z . Kx� i� ,-. " �__ .m
<br />. I"In/2"No' DAY AT -.- - ON '. __-, GIJOM PROTECTION PRODUCTS, U-C.
<br />s.d., S1 kTE Of-z_-*v7t�-;�,' IOOO OR 7zoo � ONSTALIATICIOI TYPIE QO! Cf �, zza", - S, -�i STATE F :-
<br />= 5-11 sz1rz3A`rt4M ".= I L * * !-
<br />_* * I or Stop &,A Q AT Top As * : - -
<br />Ur ( ,Uuo R,,`,H9 a 1"I.KUWAIA DDIPANY "t"l, �L. 11 ,P
<br />,
<br />--,,. n - GLOBAL W. 51 swm 11 1P, 'I 0 !DV' - L- - IL izoloic \ GLOBAL WOOD &I:I%w w-WIA -1_z_.1 -..-. ,a-- . 20-175
<br />s .�A .. , , ---- --- PROTECTION PRODUCTS. U.C. 'MR, I - I , - S, PROTECTION PRODUCTS, LLC, oY/m/to,io 0_1) IN CASE NAT PRECAST STONE. UP, PRECAST CONCREn PANELS. STUC.C.Q OR BOARDS � I �__
<br />. A4- -- / JILIECOTINI. - �m _ '20RI - *Ai f,_ -1.
<br />- 'Rill) ,� 0. - LWAMA-11.01 - (.51k"-M,
<br />� ......... �Ov,; �, i \ - Sp]L_0a_Qm or ALMMAM 10P HUDER XQW_049�,'�'- � 'L Qw $�., a, cnrm CrISYIN0 WALL ANCHORS SHALL BE L4740 ENOUGH TO REACH 114E MAIN STRUCTURE BEW40 ,,sE:...
<br />mqw. FIL =1 11*070F I - - _TWM_ D�A� .1
<br />- IILT Afo'� ("KAW-lbo. FAIL 1 -176 0 - TALP, , *7 cry 4�14. YL `1 ANCAORAGE SHALL BE AS MENTIONED IN B l) AND IN B,2) , I ` , ", sm/sis,ix,.w" MORMIUA - I __T_
<br />.11"' - �ww_*=N_Ew=1I.mf.y - wm-sw 20 TOP A w7mw ADUNTIMOS CAN ac 0040"Im ON AT, '111;111Y�d "' . / .. 1:.7 r-RK - P,am-- T.."-?$�, F.: ("O", HHKIP"', CA-00,W71.
<br />'11_1111�1�11 -I I I I X. - - - �` ..";,"U�x *%MR A. nItp . - -
<br />WJ0 � ., CM ... 20-176 "
<br />-11,441 JoHm'Fl, suiUvotuft"Ovwn V-0001i -.f - I - I .I - I - OR~ Ifr I WAY to Sl- - i.ST&INTION, I SO"- 1/4' . I - PC SEA mommmm"i'm . L.______._._____ , A A�, Fz _. -
<br />- ,A"- 1 '41'" :ff--_4 1-111,
<br />SHM 2b Of EA � NOT, SAI � Z, �,,� fi� I - __ - EF -
<br />- -_ - �! I I I F 1 �, I �!T -1 ;w - -... I
<br />I == .- - I 11. - I! *.gsl , 9 I - - I I I w
<br />___ - - - mi
<br />I
<br />� .... , J.) ANQ 99RRL`MWhj *1/4, 3/4, 4/5, 5/5 & 6/5
<br />COMPONENTS FOR REGULA . LIFE SAFM & E-Z HA 9 STORM PANEL.SYSTEMS MAXIMA SING PANF1 I I E JLL ONLY FOR REGIUR STORM +2/4 IW/6, 2IIIII 3W/7 & 4W/7 IN5TALLATION DETAILS FOR REGULAR EAKa)
<br />1, Mo ANCHORS (SEE SCHEDULE ON
<br />(SCALE 1/2-1") PANW IMAUAIIQN INIQ EQUEED MCEUL GONCRET BLQQK_*_W= W 7 I* NON. 7____ -,--- SHEETS 8, 10 &IT) I -----.--..-- - - ---------..--,--- - __31 M" F INT9 POURED CONCRETE OR, CQNCREJE BLQCK 518UCTURE�
<br />- - ., __ __ _____ __ - __ . _15.12S. CJOIAL WIBI _- � - __ - - L - ----- ---- ------ -- _- - �2.18r- - PlAwri 5(b END-W "I'll, - - 13-" DR 1 6 0 J � - - CONCRETE
<br />i' __ I . 11.^_111111" A1_1QE_Q&JLQMM _�Trifr -
<br />-12 -.1or 7 OR rzw-,Ucol�mm . V7= R.
<br />_- ----' _- --___ I _,W (EFFECTNE WIDIH) � - -- --'--- - I _____ ! f __I- - - ,it. _ I STUD RNErm D.M,,O� (�)l 4 I -I- I-- _r`1_"i - - - F-1-7-4--r-T - , - T-T _1 . �, " BLOCK
<br />.�L - " ' - - malu-18AC -1) litIll, _ � I . ; AgOuli ,Ixii�, REOUKRED
<br />� - . - 6 1/4- rjYP I .1 I'll � 1 �374;� ANGLE 0 6 1/4 ,� . I CONCRETE ... , CONCRETE ANCHORS r n
<br />� _) - " L " L - -_�
<br />I .12!�_ , 'a w-me - - i ---!---- 'I,-
<br />_ , OR 0 12 V2, cc � I � I
<br />L 1,
<br />.,� - I'm , - - 1,3sir..- , , 1.2550* - w .18 � �/ 0-v km ftwRliva) MAXIMUM PANEL LENGTH MAXI UM @,@Oro 1 1 1 1 1 1 1 � ,I I I I I (SEE SC44MLF ON - L , (SEE SCHEDULE ON - ,I 4'�11
<br />I - � I 0 i 7 " ,�w - , ;,'.w. I . I N i ,alp, 1, I I �)L' I 1 1 � � SHECTS $1 T14RWOH 101 sHrEm 9 IAROuGH1 la) > `P EXISTING POURED
<br />i L � I- I - I r 'L+' OR -L-" (fi) 0 "L+* OR "L-" (ft.)* 1 i � _4111 r, C2, CONCRETE OR
<br />. ; " F---.-, ---- . ____ I -1 i � � i _11 I -1 I CONCRIET BLOCK,
<br />S' awl I " Im - __ . - - REQUIRED. _ 1 30 , - 11
<br />r--,, I I'l , . -it MAIQPIUW� JL" CONCRETE & MAXhAAM A$�D, CONCRETE a "GO i i , I 1 1/4, F__ -11 - I V_
<br />, CIL " A, ;�
<br />m
<br />, �
<br />, , i O�
<br />7.4�_, 0 4 - rg)j I', 11 J, 1 671' ! -, - DMIDNI DESIGN I I ! ! I I I ", 1 1 1 J � j I ,� � 1/4 1 O�
<br />REMMED a&VANAZED STM , __ �t, 1. I I- __ - , 1 _� --I _ - - 11
<br />� i .I, ' ,084' 1 , , �_ 4 WALLATIONS t INSIALLATIons t [t I - , - _ � - 1 1 ' L I - [";" __ - - -, [ -", L iOAXI - -----,-'- � MAX C014CRM ,.;4,,,,� ! _ I - -
<br />� AM �ipl " ',%�..2.0)0- : ,084� - . I ials^ PRESSURE PAYING I PRESSURE RATING - __ I _ I .- I � I - _ _ ------ -- I ANCINIRS I
<br />(+ If -) � _..__,_____1___i_,1 - . _ � �-, I .
<br />I EDGE ,$A, -491 (P.T.) (+ - -) -L+ L, � . ... F_ T, -I ,- I . '�,,,�' - I I
<br />I . F I �10 I 41-1t) r , I A � (SEE SCHEDULE "
<br />,,�: -TS 9 In - ",
<br />GPM ao mmmum 2,125' I I " I- --- 1 1 I i I I - �',� - ! I SHEE -ROUGH 16) ��
<br />_a ��,,� -1, �
<br />, C-40 4kV. I . 14,-4, _'. - I 1 --i ,:, ,,",�,_ E; � " I I
<br />__ DETAIL A I c; , -& , - __ _,; - �
<br />"'
<br />. � D&A ) _____� �O 12, 1 1 I .
<br />. .1,
<br />I
<br />DETAIL A -1 i _- -2.0pol � , I __ � - __7,F_-_r - __ ____�_, ____��*___ . T, � L I ! 11
<br />--- �OM`,, -F-, � ,L' � -��.:;�2�,;� ", �,', - -,
<br />I - �ma ?."-Io* _+ �.�,,��t,�� , -�-`, : � .
<br />I- - a3r -1 _j I _____ ___ . __j - ���,i,--, I - __ _ I -1 ! '_� A � � -�-.��i�: �.`2�,�'��'_�:� ,�L�� f 13
<br />.375, 1 ____�s 10 - I � � �_k I I
<br />I - I I - 4 - 11 - - - I I "I" I I
<br />ELS ;,_ , ; i - IT r
<br />___ I,* 5 i L 'I 1 ! i ;
<br />1.350" (1) STORM PANEL -t�:tw - L Il'-s' ;3-,- ja a .. - � _4)_ I i I I _ - ! . ",.1- 1 (1) I 1 !�,
<br />I -
<br />PANELS SHOMI W- INSTALLED ALWAYS 130r_ __ ____:n,-D- -1--;a=_ - ---- ,;],� - � BOLTED PANELS 11 - - c!) L� L � -
<br />M LEFT IV At" W/ 112. um (:�c - Mr "..a. I � I I - , -§, S. M.S, BOLT "" 1 1 I 5 I : . I
<br />i M�o fa, TO- ft'-*- (SEE I LAP I � I I
<br />L,
<br />ATMEND AT LEFT SIDE OF PAM (�) M-UM (�) AMILYMI-MO I ___��___ . - SECIDONS AS I �1' � ./ I - , - _. � C, � I I i
<br />�Y
<br />-- ip�yl a AAa APP I / i 1 1 (SEE SECTIONS � 4 -_ - - .1-1
<br />___f1___- .- --t- ______ __ 1) I T -4- �
<br />, ,-j � I
<br />1 9,-4* 9'-2' 1 AS L_ r_�W=��,,A,,�_ ,� -� I- -_ I . - , , L 111"*a� CO- .... i I
<br />,, " -1. , " I I SEPAi i ?ATIDN 0 11 I= A 0 it SEPARATION 1. . 110 �
<br />� I - I - - !, � L I i I , , ; (�= I � ���,
<br />." 4-110 .91-8* i . ii�
<br />11 -I' _1� I , � �
<br />lyp� TOP ENE __._!� _____ ._±�_ __J!�_ -_ . . - 11 ! - k I I- -- To GLASS, .:141 -1 S TO GLASS. tv� �,',,''
<br />,,,;,- I OF P", 0,024* (wm) __Bi_0_____ -Ti7- __i__1r ".17 0.-,. 0*-.r `1 ", ,
<br />"I - L I I ....__,_ GALVAHJUD SIM .--- - __ __;;�_ I j I I I , , ""I, I ON SHEET L
<br />-I-,' � _____ I � , Extsil (SEE SCHEDULE I EE SCHEDULE I . 1 1
<br />FKNIEL�S'yq IU�_ -1 I ,� ii-11 �_B�_;;;,_ __i7 - I I i i I - 1 , 1 ,L* MI IT , ==-.) i
<br />- zw . 0 - _,S; ___ __ . I , , I I � 4 C I . 3) * I PANEL LENC ON SHEET 3) I
<br />W/ mvium ewe. , ", 1-1 .�!70' 11 siv, W:i� r_ I ; V, f I , I =� I TH It I I T (
<br />I I �_ T i. P114M -, -,_-_ _ - 7
<br />__
<br />,11 � * ,,� il�_j:_ _'_;�_ - f I I 1 1 � I (SEE SCHEDULE 11 I v U..
<br />I .- I -, --o' ?'--S' 1 I , I
<br />> ±aas, L . i I I I I i ! , I I ; I 1 1 i � I i I 'P, , ( � l� V M-
<br />I . . - i __ _ � � ,_ i . [ I 111-111 I
<br />,
<br />,
<br />_
<br />____2E_0'_-__- ___-_ L' ___wLa_0___ ___ . I I t TD GLASS. I I PANEL LENGTH
<br />� - - 7'-2' -1 l � : I I ON SHEET 3) 11 I PANIF. LENGTH -1 ISEE SCHEOUL, I I& tSEE SCH
<br />?4` �1` � _� � �� ,/ . ..... !�O W-o* IA_v 6&0 I'--#' � I . � I I I I I . I - - It I I I - r CDULE
<br />1_<� - I - I __ I I I ! ! CONCRETE ANCHORS It-- , -1 -_ I . 11 _`1 (SEE SCHEMXC I
<br />- y ___ __ - '. �rill I i I i I , (SEE SQ.- - I ON SHEET 3) L� --;- -4 ON SHEET 3)
<br />_,� 1___ __ _1 � ,) I _i:� - _ iD-0 ?,_ I 1 � , - , s7r�"I_ , -1
<br />/ � i 7AD ,'-a- I � , I I - LAI j I __ I IT I I
<br />� ; i i
<br />,
<br />, � 171T "_�, ,", ,�_-, . - - - I I IL -_ - - -I- I - - _L1 - -, - - -1 I - .
<br />I r - .._,,S4 0.250 � - -2;7-0-- -1. OF I - . r� D. M.. (�)- 01 : - -, , 1- - L -1 a -f - SHEETS 2 1111OUGH ,
<br />- , 1. _101 ______ �!,!,, ,__ , -6. � - :: - I li�ld - I - C1 ) It I I
<br />-_ ---r- - -_ SOX �
<br />I - ��_ .67' 0 �� , , I A-%" MI I I , .L. " ��)
<br />, 'b-M* - - - _:��__ 1 .625- ,� �� I!,' 1� L. j I I U . -..-...-] EX : t
<br />MEWMED . : -_ � -1 MO ?,-z* -1. " :A�,�,,, ---,;��, I I
<br />__ - 2-5911- ___ �,_- I - _7_� 0612no, .---!n-- __L_!i_ _!:--l�L_ U3 or U4 '- _��: Mo - g � =4 I I M", - : I L
<br />k "� I I I I � I - i mm� 11 ED% I ,M� I
<br />I - . I ffIro - 0 3/4, 4/ _�1I%�-�,,Y,z�II, __ L I I
<br />�._.','_"�,_"" "i" -',I_-"� "' �
<br />� - 2.250' - , I , I I " f g - `� , " 1 r - Cl "',
<br />�� ISOMETRIC VIEW DETAIL :__�w -� OR -.11 ___ I : Or 'L, �
<br />I \ - 77__��' --T--;Z- no, 7- 61-11, 5, 5/5 & 6/5 ' ""' I ,-� � � � 1,
<br />, "' LaR`111i`_11' _,�L", 11 I
<br />/_ - ,��_ I 1- (@� - - _,_7-_1;,_ i * 2/" L*'Ilw4j. 2W/6, 3W/7 & 4W/7 � LP A"U" 3 *:,�,-Am �',,W,,�,,I`,�n�,: i MALXI - ,
<br />,
<br />, -
<br />� ::: 1-1 W-0- __;7__;��_ --7-2- " 2Q0 6.-:�
<br />1 �Imll Sit- , - _ - -, - � � I 1 `11�14 11, L I'll -1111, -1111'
<br />I ___ I . : '" " i " � I �_V__ :!,�
<br />� , ;`1 , -
<br />�
<br />� I ROUNDED CORNER 0 ENDS Of FOAHEL'S I - 40- ,0"* I ----!!-,I- _1:2 1104 _ ir 11 S* To, ______-ANCKORS (SEE SGAEZKJLE ON SHEETS 9, 10 &11�- � ...... I . - : ,�, , !��,,,,,
<br />I END UP W/ HEMMED EDGE. " �]�-` ".:,, �_+ "I", -12;;, - _.!!:__4: . � 1b i I"Ai; 1'1.-� 0 I � ,!, i : � -
<br />11
<br />,L_L__ _ffl _1_;7Z�_ � I I _11"""`�
<br />I r--21w - - s4i_ I� - , 000 10DO IV-3, , E p ,, I � ILD. �
<br />� 4"T S) - --- - .., - I � , , .
<br />. I R 1. L I :
<br />-_ a, - . , ') i �i,'-,.�,
<br />I ......... k- 1w. sormim ____L - REGULAR KQ M PANEL ni- ELEYA , - , I
<br />I v , l 1`06.0 -31 S�v* 10.0 __ -r S-4- NIT.S. __IION ---- ,i- "L "ct I EXISTING` POURED r/1. ,I
<br />101. - ; -m-i ,--I. Z687, ; 1 12 (Ir- I .
<br />1SOD* __ - Ew or PANEL a, I � , . fi_� -C
<br />I067- _a , �) M HOL,E WASHER Acuff" 11.0-0 - �V-7, __ ,/4' Mo, GAP L� � I. , CONCRETE OR __ - - I U, CABLE)
<br />-,
<br />4 ,-� F I "
<br />. - �+I ---.-- - - __ __ - ("I O'CRIAP -1 WHOLE WULM , Ar - I'.-.,- - WISHER Nom, CONCRETE BLOCK L CONCRETE ANCHORS " - _��L ,L
<br />- 5,_61 .�_ I -�_ -, ,- ThAl"A"AAM11PAII I -_ . �,`.` -
<br />_3�760 I TYP.) I ( 3105-1,1154 ALUM ALLOY @ KEY HOLE -AT PANEL - I-'- 1 7150 ITIEV --A � I i co, � , I - . ,,,E'�, �, I
<br />L - I I ., -- - REQUIRE(). � - HEDULE ON - - .- 1
<br />072' 2 jL - - I ____ -_ 5�5`,L --- 77_9�e - I *'-e I -_ .9- % I ; , -_ 1 E12 ..�. ". 11 I... 21 - SHEETS 9 THROUGH 10) ,i.` ' - _11� -
<br />� I I I I ,.,A 11 __ - -1� a W/ MI (SCE SC
<br />211 .SCE SIM 6 its 5 - -_ - - - _____ - -_ - _'O_ 'YO, w "� . _ I
<br /> �7%' __ .813, LIMITATIONS IF , L - V1111\ /awNi � ./lIP-1111 / MIN / I , ,`��` : I- MJO - Of If , "' �, .. �
<br />psr -, 1�' "I", E � - IF , " i IdlIB - WHEN SCLID � 1�1",
<br />1/, , _/ ---/ - . \--/ \-I / \--/ _.I&LI �,,,�. L - MI CALK-11% ANCHORS ,�,a.,,.
<br />�
<br />I " :
<br />� �_"�_ I 19 L
<br />I - I � i . F, - � -1 12S, t_ ONLY VALID Ft. MMuOr. I ., GAP * LEO I- (!!�11 ARE USED .,:�RWHEN OR CONCRETE BLOCK
<br />I i � 5, (�) Sam 2 I /a "'RES "MUM SEPARATION V GLASS SCHEDULE . -0-i SECTION A -A L � CONCRETE ANCHORS PAMELMAM EXISTING POURED CONCRETE
<br />� 1,1250 I, , MAX, LUM I i A 'W' WOOD STRUX' I M"Imum WOO SPEED ,g 170 -Ph WIND SPEED A I70 -p,h j L ALIERNM COKAFFE 1 � _ amcma POURED GONCRM_ REQUIRED,
<br />I __�
<br />f- .."...1. - 2. � PAI LENGTH -, J ANCHORS - I- 014CRM BLOCK REOUIRED. ARE USED
<br />25� 1 __ " I i L-1-ow - I I - OPID, 37%, or) -_ - I ____ (SEE SC14EDULE ON mazotto W/ STIJQ
<br />'j I ;;;�E_S�W_IEO F��STRAOMLD Altaft SLIMES 9 -THROWN to) B THROUGH 10)
<br />- - `193* : 112e 2.0i (SEE SIC MULE ON
<br />,
<br />- I a. _. 4�w.), 1 : ii�----]-S I/A, I- VAX_ ALLOWABLE PAM UNUM FOR A OWN TNE.=71DESKIN I=
<br />- I- 2,50, -- ---- t..l I _0, * � - , I � 30 on LESS 11 1. 00) L*� MAXIMUM ALLOWABLE FARM UENGTH FOR A C A. D. 131ESION LOAD. SMEETS
<br />1050 L_ � . .250�
<br />1 , 'I .750' C". , I _ _. >33 TO 90 -I- -;7-----T 7 ,/2' It) PROCWURE To DETERMINE MAXIMUM PANEL
<br />(�) US_!ftLjffQM (�) 'U" 14EWER -I I_ I,/,- LING"t
<br />------- I' MIN, To S, Mo.. ----- OAAN A POSITIVE kBa, DBUISM LOAD, DMMWE TOAKIALIM, PANEL LENEFIH 'L.' FROM SCHEDULE.
<br />�_ __2 . 1. i FINAL MAMMUM ALLOWABLE PANEL UIGNOTH IS EOUAL TO MAE WfihWM DETERMINED PANEL LENGTH BUILD -OUT MOUNTING NG TING
<br />�R SLEFM I" MAX, _OOCI - ,L ,90 TO 1.5 1 7 t/2- 7 112- 1 GIVEN A NEGATIVE A.SD. BMW IM. DETERMINE M"WILIM PAM 110am 'L� FROM SCRmAJE_ WAU MON Diff.cl-m2m
<br />. 1. I BETWEEN "1+' AND 'L-*� w%m 6
<br />@ ANGLE .j. Tmc '145 To law I i - I 7 1/21 - C31 SEE SCHEDULE BELOW MR MIN PANEL LENGTH FOR POROSITY QUINAICAITM SECTION 3
<br />,:, I -- -3.000, -4- w%; Opnifthns (�D 9 EAff&_H&= t 06TALLATICINS AM *BOB ARE LIMITIO)TO . 95 P..L � - SCA 3/8-1* SCAM 3/9-1* SCALE 3/41-1"
<br />LF � iWA - " � �%�I;;�� D_144!_WIW FQ I A Ginm-m JINQ QO9Dffj0 �
<br />I .,,_g�
<br />I I 7 "7 ,� MIN - TNNOI,
<br />�
<br />I` , "I I. - I 1. I � t.
<br />; I 1 BE � I - I 11IJ 75. ,082: -N)f %-51-. (USE ONLY FOR t-Z HAND STORM PAi i 6* 1. If- TRICK .. "k,inKno
<br />.-I ,". __ r UNSj �,� STSTEM) SO63-76 ALUM, ALLOY 1. .,. _S`X1 6* Is?
<br />STUD Y�ZK 4e, - 1. -V,- `IIt.
<br />f_ ?".'-ifT-_ - " � .2 MIN . _s TOP , , _.- � - _ 01" ..'. -,
<br />i I I', - _1 = HEADER HEADER TRACK ",,
<br />�
<br />6 . 71, , I GODI T_ r`m" . f 1.125i�� .861! , � .**. I BOTTOM = OF - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -I-- - 11 FLOR1111 BUILDING CODE (Non High yeIOCTty Hu cone Zona)l
<br />11 I . ", . ,�GE ,�, -.. .
<br />2 1 - - - I ANDLE f n ..
<br />1� ,. �L, "- z : No. 44167 ,, FLORIDA BUILDING CODE iton HIjh Velocity Hur cant zona)i - Am- - ;. �
<br />, - , ��, _,ON a MIN, 0 Z*� * ;wz . F,P. 1. i -_ om TAIM `1K. F�. Ii!� .. .. � '140. vl=. mc, -
<br />123, , r I . Alt= IXTM � - 1 DIRECT MOUNT Air 32" 32- 351 w 50- , - , 0. 441G7 ". % �-' 24 GAGE GALVANIZED STEEL STORM PANEL
<br />- ' - = *, 24 GAGE GALVANIZED STEEL STORM PANEL E .- *
<br />1-- .. ,089" 1.20" 'IF" - . C , ,*- STATE OF " - -:: 24 GAGE GALVANIZED SIM STORM PANEL OMWN VC , IS*I:1�5* STUD ANGLE � * . - DRQOW IN, - , o.44167 . -_ . GROWN BY
<br />L MP-) , 0 -.-- t - , (�) _!!1�3V -2* - 1 '. = , - = *:
<br />- "_.. ____ -, �'\ I '. I z i . A w/p/mo MOINATION a W=MS - . * - : * f -_
<br />- , ' 11LIECOm GLOBAL PROTECTION PROMTS. LLC. "Ohm' 55' 1 32' � ___�2� 42' � -J�6 *. TATE or �6 a-'O'. S TATE 0 �,� <a'V W# -��t- - - 01 it GLOBAL PROT Mir
<br />I -250' _L !,� _ ___2!L_
<br />0
<br />� �
<br />L_ _ �- SEE SECITONS - ,� _ ,
<br />1 MIN . (X) I -r TRACK __!71 BID �__�� SEE SCHEDULE ON - ".
<br />L _ � D'�__ �f C. � "m S.W. 61 STREET _ _ __!!�� Z� C. \ GLOBAL PROTECTION PRODUCTS, WC. It E-D. - EDGE DISTANCE V 11LIEC ECTION PRODUCT% LLC. '
<br />7
<br />- :�
<br />- - WZWAI__ - ,,rl '. 4M SW, 51 STREET ( TOP & BOTTOM VIOUNTINGS CAN BE S.,
<br />AA -'IT, Ulm w ' I ' 1, Z� DM FL M31 T OWL h, _w"
<br />IRAILD-IATI _f - ___i�H___1_ - ., Pi GOIN I ---,.-�,,-, ., - � ,,, - PHONE, DHAO)IIeI7.6, ,Ax- L , -
<br />/ ., . . , , "--. - - - '** P �. - ----- WMa A, �"� vla:, s*_ 51 STREIT
<br />- m
<br />-204' A � &i M 33414 - - _!!i_L_5_6i_ -.-. AILL -z-.--- - C3�-� MA $HEM 9 & 10) COMBINED IN ANY WAY TO SUIT ANY 0, ItORIDN , "ZO
<br />Kow-Im. m, G*Otemi-m, 20-175 - I � "-704. fm O.A)MAO-Orm? - G 20- I 75
<br />20
<br />(g jWLQ-_Q9L_'f_' (R BUILD-OUI !E* @ Ok 4�� USHERED WN9NUT " I HU,, - 1K_.ts=_=___%`PI - . _W_ [ A. I- I ORWRA �r 9 32- I 32- ,I 3e W , 56- 1 58" - � T.`;��� � 17-5 INSTALLATI N, ,� " "
<br />O-OW710 Lm- - - - � - I CA-amils -^, "I I - I - -.1 - I - Ij - -
<br />W=
<br />A 4, A
<br />iF , - I #;;Nw01wAv__Tr MI& 1w & _- � -------- -,I-,,, I.A,&t . I
<br />(ZAMAC 3 ALLOY) _ : �� I _ _ "I'll", ,� 114 �6710
<br />�! !W1 W� am= I I I � OuAWA,; ft:
<br />MACK ANUE : &I ... ow a or M, IT! ,4 . � .L. ", -E 4 . I I I - PAST 4 OF %a
<br />I - ... ___ . I—— I A - - ------- _______*��L --I- � � ----"-------,-.---- __-, . _=Z J"'IPP2 ,
<br />,
<br />I I - -
<br />- ____ - ___ __ - I I I 11 I __ _____
<br />INSTA LATION DMILS INAMUATION DETAILS FOR RMULAK-E . _____ INSTALLA119H OETAILS FOR REOLAR PANEL I INTO WOQD
<br />INTO POURED CONCRETE QR CONCRETE BLOCK STRUCIURE 1� , - - - 7 �- -- INTO M99 ERUCIURU � I --'--Lt-L,-L .. .... WW_'-_ ____ _____._____ I
<br />- I 11 ,7, _- - -,'� � -, �1� -_ I
<br />I
<br />-1 � I 1. L , . 7 7 if I SEPARATION . - I
<br />- I : ;I; - -_ I I - "� I __�, I- ! -
<br />1 _7________: WOW ANCHORS I I I �'
<br />I . �, , . L I n I - -1 TO GLASS_ -- __ I -
<br />I
<br />AL7ERMtE CONCRETE - I � :I! - I � I . I � �
<br />� ,� .- ,�
<br />- I � - (SEE SCHEDULE , � - ALTERNATE LEG
<br />,- - . I ' , (SEE SCHEDULE ON ,- - - /4�3011' 1 L 1. � � �, LJOCATION,
<br />A " 11-1, jl� I SHEET 11) 11� � I , � : - 5 " HOLIS ! ON SHEET 3) - ;i 4'.B* L-: - . '. - I j - �L -
<br />, �� - --- I ____
<br />, ,ww I �� I I L
<br />CONCRETE ANCHORS __w0.Rs.9LrTIm. EXISTING POURED CONCRETE - 'L I - 'L 1 03, Al , .. RM
<br />I - I � 6 I/C otL ENkr'S"TNRGU��p __ �
<br />(SEE SCHEDULE 09 ------ EIRSTRIC POURED CONCRETE stirm 9 THROUGH lot , I - I I 1- 7j��__ ---TL- I 1 Z2 1
<br />1 r' �1� I ��, �, �. _. � ��`? ------- " " , - _ L� - BEAM �. L I I I .1. 11�
<br />I . � I . I ADEQUACY OF EXISTING WOOD I - ,q I ; r 11
<br />-,- OR CONCRETE BLOCK ,� � � --- �,!i �, , , � " ___ - ---- - --- � , 1w nr -77-7 !� i. Cn _1__j
<br />I,
<br />SHEETS 0 THROUGH ItO, OR CONCRETE BLOCK I RCOLIOMED. /, 1'� I I I I I 1".. 1, I I I I I I - 1-0 I a , : -
<br />. i ,-i, I � i�� , Z, , � , , I e I I �� -1
<br />I REQURIM _5TORNATE LEG , . L , , ' . �� �i 1) I 1, j 'L L' _ 'I.' MR., SEAM TO BE CERTIFIED BY -1 I -
<br />I I :- fa I 4 MON CONCRETE ,._�,L` WOW EA . �, , ,�� , 11 11(32 1 , ,,� ! I � I PANEL LENGTH REOSTERED ENPINEER OR � ' , 'L j �� "�j "" ;_, I � ". , 1�,_ -I : 11 I " a)
<br />� 11 .1 , , ARCHITECT PROR TO SHUTTER 1, " - 0
<br />k", I � �� L � I , - I ; (SEE SCHEDULE , , . 1� I I
<br /> 'Dw , I , I " S ,
<br />, I , _ I � , k_�__ _ -_ INSTALLATION, I CHORS I 1.__T__z! I I -
<br />I l SHEETS 2 THR 1_� e q - --- , I I � ON SHEET I , __ _ �, __VDD ANUAQF_ ALTERNATE WOOD ,w ---' -_ i� , , � _1 , At, - 1/4-.tl m WASAIN HEM, CD
<br />_�"�_'_� IT OPT- � I W, ` 1/4, WOOD ANCHORS - �,._ � �!�' - � � GER
<br />9=� - 1 � (SEE ;a= �, i" - I REQUIRED � 1�,_ I I -t morq �_
<br />,
<br />, �02 � �, , SPA ,�r � ,' - i - �
<br />/A. __ ___ !, 4-i MI Y� c aftfm lF = - , ,7 (SEE SC E ULE ON (SEE SCHEDULE ON i I I . ,
<br />. L I o SKEET III I I : -Ea-�-M_�,. 0 'r," 0.4
<br />9 P" ' ./ ,AI 11/4' = - � 1 --) I � � - __ - I = - I= ST - W/ - C_
<br />"III, I ,_� 1*1 - - ' 4�/`_`_ "' "'I"A wo -1 � Ole �HIEET I `15 ,' I 1� i t ;
<br />-V 11 - I 1 1/2- . _�
<br />� r* �', -- , .SPACER __ C, Or� , , ,4r, I i ;
<br />j I RETE IORS '," L I - -� 11L .. � 1-1) r I I LUMN � � MAX. W1 .., 7- f,7 ;_.,,_ I A, $2 ,/2- Or- (D
<br />[__.___. IV" '- I CONIC o" ,` , , I �� ... - I I . , , _I - ", -, -, " " - WOOD HEADEFJ - I I ii - -1 - , �
<br />_____r_ 4ORS ' ' - 1*i�ll . . � - . i __ . . , 'lO i I ED � _1 I - - I ,/." -
<br />-
<br />(SEE SCHMIJ, ON � I I REQUIRED I - f C .- i --,I - - --,-- WOOD HEA _t. I k, 1/2' -------L-- - L- I
<br />- -1 - __ - , ,.; - - =f iz� - -
<br />- EJD ... I ...- - (n
<br />I I I : ,� i I . i I - " L I I/.,_1IrYl"
<br />a I1,A], 'L I
<br />IS 9 THROVG,, IQ) _,�, ; � e ,, I k - - I F� I
<br />SH I' , i __ I- - - =
<br />, ,
<br />I (� L I - w� '_ I I i , j ; � .=, : i .1
<br />IT I,h I I � I I . I- __ L� , C8) , 1 1 _!_L I� -r
<br />I : I -'s `A`Au� _ I I - IT, 11 : "" ' I 1
<br />WC,
<br />1, I 6 .. � , i 'L, M., I I I - � " I I i . I zm-i4 I I - I WI 6 I/., m er
<br />i 7 1 � � . PANEL LENGTH I I -�'T--- , 1 ; � 0 I" MAX LONG ALUMINUM SPACERS 0 12 1/2' I WOOD ANCHORS 1 � � � � !
<br />i x I I E I i i I I � � ,. � I I _ SCHEDULE OiNi- �MIOI ,g,�� r
<br />! (SEE � � � " , ; I i I ",
<br />AT I 4). � vm_ 11 - ., (�) I � � I O'C' (SEE TABLE it ON SHEET I 1.) i SHEET I LO 1� 11 :
<br />I I e i . SEE NOTE - BELOW FOR LIMITATIONS FOR H, � i
<br />�
<br />.
<br />. I - � I FOR I SEPARATION IT WA. �',I i �i_, i ; � � , I IIr LONG SUMVES, m I I >
<br />.--;a >A � SEPARATION I & SCHC_ I j_( TO GLASS, 0- I L � ,
<br />,
<br />Wf1. I �� � - I _O(JI) mi* 1 1 .0 -, � !�� EPAR,ki To I -
<br />- P-: C, I � � �
<br />IT i T 41 11 two, . . -�._, I ,�o m
<br />� , T UNCIIN f � � I IS , a (D
<br />_ � - - If,, I - . a � I I � ON Sw_m SEE SCHEQUI MA`L I , �F) 4 GLASiS(SEF - I -I I i I
<br />0 �__ � ION TO GLASS ULE ".00 ( ,, I � I I I SCHEDULE I
<br />4 - , - , I To Gl I PANEL LENOTA I : I ;;A�- , : � I
<br />f (SEE SCHED I 9 & 10 ir I ME SCHEDULE ULF � ;I; ! ,/.'.-21 � 0
<br />1��/ ` :!��, I,-- � ON SHITT " S I UN SHEET 3i ,_ I , _-PIANE1 MATE PEMALE LD 09 PANEL MATE ON SHEET 3) ,3- Mi, SCPARATM TO rl_Assl� I .
<br />--I (SEE 90,11ORALE ON m If , '! woap*
<br />1 1 Ar " i If I I ', I PLUS (SEE SCHEDUL-F M SHCET It) � I *L MAX
<br />I I - , MI.,. !, L I 3) V. PACER ON SKEET 3) ON S14CLT 3) !__ - , -1 __ I- t f , � j. - I. ' L_
<br />= - � . - - ____ r 4EV 3)
<br />;�� _ M=. %_ M... 11� : ,O, --V-,-, (OW)"Off PWR_ I - - , I , I :! I ,,1 . ! PANEL LENG--if
<br />(SEE SCHEDULE PANEL LENGTH . t W41H OWN r-n I l' If Mi, ,�� I - =
<br />0 � I - -.1 W PANEL LENGTH I - - SHEET- u, � I " AT. I _?� L ---- A L'L:e � , '*;�
<br />I I r - - - I "_,I I _ ! - I ! /'
<br />a . - 1� 1, " i I I ":_21, S
<br />, -� , - - i , .1 M. I--, 'L, MAX. 4, - - , - - _- �
<br />4 - AT lvo AT'6L !--A'o
<br />",t, _,___ , , I ,� L �� m.rm
<br />__1___ - � -- - - ' o:� (SEE SCHEDULE
<br />. , --I ON SKEET 3) = i 2'x4" WOW _-_,__ L I i - __ 11 I � - I PANEL LENGTH I ' ' ��,,,, ' ', ,, ON SHEET 3) 0-
<br />I ; I ��, ; =I� .1 4 70 '= PLATE REOUIRED a . ON SCHEDULE
<br />Milt. I i ON SHEET 3) - - - (SEE SCHEDULE + - --- - L I I I k�i_ q __ , - _ - --- EASTINO , I _` I (SEE _ _
<br />__ - =Tftl� I I GLASS 11 I I __ scliEbLILE -_ L �
<br /># SEPARATION 11 EX-11ING 17 GLASS _
<br />A TO GLAS& i 1. _.__`;� �,,� . - - =� 0-
<br />__1 I ____1.___"__ -1-11 I 1 - , " _,OA_ ',.�_,_L, -1 SHEET 3) 1
<br />SHEET 3) 1 ---- � OT__ -_ I -_ I It _ I I I I * I j� � Al SPACER 6A 1__ Z ,. , � t::��-___ - -_ � '' - 'L ", -A -1 �
<br />(SEE SCHEDULLE I (D L_ �__�_�= 1�_ __ I - I , �1� SKEET 3) � DIRECT MQUE __ _____j ,�
<br />�A��_ . ; I I ,
<br />1. OF *L" � I 1___. __ _ V' , -,- ------ -- --'--- I I I I � ___AY, - _-_ 4, _ I
<br />_ I 11- -C
<br />MAI - i � I � I .--- � I I I AUIRMUlff-M I I I 11 � <
<br />! ON 5ft __ w
<br />I 1 1 OF IL �. __ _(f) I I SCALEE 3/6. I' $09 1 1 I I 1_01 .,`%-
<br />I (i) _', - ,,, I Mo. . 7_717�_ -, (D 0 ! - 1, ,L ��CS*, , I j � I :
<br />, I SPACER - ' a i I
<br />, -
<br />I _Lr , I I � ,� I I 11'11'1111§1�112�,W,1'1. 509 ; I i 11 sox I'- L' - L__-::�j . 0 12 1/,I,- O.C� SEE TAB�Ejt ON SKEET 11 F R MAX, PANEL LENGTHS AI I I jr1_4§ OF "L' 1 717
<br />�
<br />01C. i 11 11 - ED �vg!,,� -, I � OF % , ,,�. -, 0 ; DESIGN LOADS, FOR INIS INSTALLATION. I MAX - t 0
<br />"� I "
<br />4 I CID - I—- L, I , _____A - : I � MAX I , _
<br />of Ir 'a I ' .
<br />,
<br />.1 I IV, � �'-,��11 , ,_ I i - � ,a, U0. � I (�) - I 0 12 1/2' O�C. r i . .. I - -t-1 L- - .1
<br />I p I'll , I ,:, - J ,, I EO L , ,
<br />L I
<br />4 I II �� 1 __4 1 I'M I . I . �, � L � __ _ , 11 I i
<br />0 Mi i I J��,, �1, - - - - - - I !� �I� - , ' L _- -- -- "' '- I I I : I - �_, - - - (D
<br />!!I�j�--_-- '- I - It 1 t lor_�_2 I ------- : - " a 12 1/2- QC i - 1 =3
<br />e , MU: ------- - . I -1 No fInSH, I I.
<br />,
<br />0 1 1 - I I----- � , I I I r __ ____ - � - I L '� ________� I I - -1 ;
<br />I
<br />: I �- L - I I _ I �
<br />" "�-,-.'.�z�,-,-,:��.�,�,�"-",-, � LL �� CONCRETE AN - I AN ,_ - I � - ALLOWED I -_ i , Ox C -0
<br />- ' (SEE SCMEDULEE r ,,� -a SCHEDULE LIN ,_�-, 1, . � .,I . I Eb - -1 r- T! i I." : ;� � I . _ i I ED �,: - ,I- �I -
<br />�, . i . . I
<br />9ULE T ,�
<br />,� .1 I � I
<br />". ..," I _11 ,� .1 (s __Am� 94 1 1 1 i T . �
<br />z , � ,
<br />,�� - _ I I . �
<br />LORE 1 . - �� . ' - F- --,-, -- - L- BRMM= %J ' ** mm I ' � I r 4
<br />T, � ,..�
<br />I .�
<br />t TM%�k
<br />A 10) ,
<br />ON 1 . ,
<br />�
<br />�
<br />COMCRXTE CHORS � If ewl.qm CHORS 1.11,111 i I
<br />EXISTING PO Q � ,�,,� - f-_4) WOOD ANCHORS F i L. i
<br />_
<br />_ �: 1. L ,... EDGE OF WALL. OR SLAB SH , SHEETS 0 THROUGH to) ,�,,,;t,,, ; i�& 2 I /8* LONG MAK,AL WINUM I � I MAGGERED W ____1 __ I
<br />� -LT. CONDITION) ' , O.C.PVAIJO FOR EQ - - __ � ,.- � � � L- - - __ __ , __ _____j L 1 I I / STUD i - --- - _____ _.- 11 �
<br />� "i I - .. � I 1PACM M WY BE I I Ir LONG W, � I
<br />, ,_�
<br />REQUIRED _ (A ' _ � I I �� I 0
<br />". . (SEE SCHEDULE ON -_ - - -- - 2 xs- WOOD I I
<br />AND AND. - I - - �� - � 1 : : I
<br />' _� ....... L , ----------I ". I , SHEET I I) I , I : L . t q L_
<br />1 3 4' 1 � "ISTING POURED CONCRETE ALL OMC44 LOAl I . - 2'.4' WOW PLATE
<br />.
<br />I . 11 .. ___ ___bA CONCRETE BLOCK EWSTIND POURED CONCRETE , LENGTHS PER SHEET 3. , ; L � � , (1) IMSTMUMON 15 LARTIED TO A ONE SMAY SWIMM WITH 15'-Q* 1 - _� , _ -- - - - DECK RCOURRED REQUIRED - __ - , � L lw ANCHORS
<br />CONCRETE ANCHORS � � � Off COMPETE BLOCK 111.1 �i ".1
<br />. : HILQUIRID, i 2*OO4' WOOD ,-, � , , �,� � � � r I(4 I J �; � I - I � I SCHEDULE ON
<br />- � _A 1' MAX� UM ALUMINUM SPACERS 9 ___ , _) *tam, � MAX MEW ROOF NNW ITHIS IS A P"IRCT" FROM MIN wm ANCHORS ,*- __:_ : � ------ - I , I �
<br />(SEE X&C Ow � REQUIRED FLAT- REOUTRED � � �� "' ft,WK 1"w CURRIORLY ADICA= ON SWEET II)i. ON 11 _ -1 . CU 0-
<br />, ___ ___ ' ` _ ,�,, ._ - OTC_ (SEE TABLE 01 ON I - I-, - ___=var-j1tsErD I. , SVAMT. To I ED , i,," __,,_'j,_' _j*94* WD (SEE SCHIcautr - �_-_-_-=:� - � I . � � � SHEET IT)
<br />12 1/2 ED 11 - 3/4'
<br />) W I I _-_-=:�
<br />SHEETS 9 THROUGH 101 I , 0 " ft= 7:T/*, AS �:: 40 ANCHORS QWM � SA MPANRL "It FEMALE to OR SHEET I 1) - __ L I
<br />r I �
<br />I
<br />SHEETS 9 & 10,) I , . 'L � t�f - I � � LATE REQUIRED AWSL Wot Aw AT 4 1/4' Ox. - - - ____ .
<br />. - ' (SEE - , - - � � � I
<br />,i, SCHEOUtr ON � GZAS THE VOLLOWWO COMOFPDNS AM il.._1.11 �111_1_1 )M
<br />, I � � i'3 tl�� NAPAIR I .
<br />11,� � SREE 00*4= Off"i I ,1 GAS 19 A ARVOIXTION FROH It 112, ", APAC04 ,
<br />I , ,,I L - ALLOWED ON I
<br />: F 4 low Mi. 2. mi.. -- - "_ - _1!
<br />"I � L I ! I 0 a)
<br />BUIUL-OU movH11HO � I I 1! I (11 = In Cc" PPISSURE i 1;___ __
<br />MILING A&D WAWA MQUINTING /PjRgJM WaME85(l OR I L 11 -, I �, I is 460, -65 I"Ll', i (3) MV. 24 WOME PAM UDKPH 95 UM1= TO W AT ANY OFEAM I U)
<br />,M MOUNTING SESION 5 '_ �L _, , � - P't �� - . MO Is A AMIAC" MW LARM FAw, mabs AlLatow OR �
<br />SCALE 3/s.1- SCALE 3/8-l' � GO WIMMUM STORM PANOL LITMETM It 121RECT I sommAr s1fw 11)
<br />- I THL* I NG AND ELQQE, MQUNJING BUILD-OUIT MOUNTING L. m
<br />ALE 3/8-1- 1 1 WALL moumm m I rk Q
<br />I I I I 0I I I/21 IVA SPA= ALTERNARIT H
<br />SHUT I 141ALIATIM ITS Okty I
<br />t WALL MUNTING I (1) slam" P94EL omxmmom a Owy i M n �m wwn- - I ALTERHADYE-0
<br />I INTO AN DmWQ WOOD Few WILL I 3/sJ.1. YAW FOR WIND ZONM I. 2 3 As By N SCALE 3/8�1-
<br />ALMNAML-IN I I r-l"o,$T.NWM " THE Zm Vnh =or V:n.c� � ,�,Aflf #;4", SCALE 3/8-1- L. 00
<br />..";
<br />SCALE 3/8-l' 1 (4) M79LAMM VAU I � I 0 r 1) �
<br />I mars I. I . ? Gw_Y MI "I i '0100"00% 1 _ *!4 X
<br />00IIIIIIII00, ... It, I "A'Sm"I /P�_� - - ,
<br />I #0 1, #I I %
<br />.
<br />xN11 . Pki L -"A-"' .__7' _7';-_E____ g�..�y 1% ��-.-,��---�--.----�.----,"-------. .1 ______1_____1 ----- --- ___ ____ ... I VAG Uj
<br />- �
<br />. 9k � %I � / � *� ", _0 --�� -%
<br />, '. , .., ;> . =
<br />,
<br />0 v ` 1, V,,% -40 ., %, '
<br />.�, IN= _Z 11" NO. 4 '. .
<br />,
<br />�
<br />-`\�C,E%'%� ,It� -11, - kvtmf .,'�\P,Eiv ** . , FILDRI A BUILDING CODE (Non High 9h&1DN__Qf_3E01QN'w 167 FLORIDA BUIUDING CODE (Non High V0IOC1ty HUrrICINwo Zone) 2E
<br />fi�.. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .. ,*� - � VOI[OCIfy NUfrIC0110 Zone) = *: . z
<br />' 1. INSTAILLA71ON ARE ONLY VALID FOR MAX, ksti = . - -- ----
<br />f f c.44167 '. S *I= MI1,00. I- F.A. I . INSTALLATION ARE ONLY VALID FOR NW� ArS�O. ' = 02M Tram "A;. . ."m ,mrfm AII -
<br />= .. 24 GAGE GALVANIZED STEEL STORM PANEL N2rLfa9_QQmwmU2bLQE_9mw: f � NO.44167 -- TOP III 80 M MOUNTINGS CAN BE DESIGN PRESSURE RATING (p_sJ) AND .., * 9 <
<br />, - ONAW &� z - t 24 GAGE GALVANIZED STEEL STORM PANEL I --,, TTO PANEL LENGTHS 1 I% STATE OF . 24 GAGE GALVANIZED STEEL STORM PANEL I LAAANi lnf�
<br />,
<br />= *_ , * i - DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTH$ *' * IN ANY WAY TO SUIT ANY AS PER SCHEDULES 0-4 SHEET 3 '� 2;�-- A. .. 4; ., - I z
<br />a ; * J I = , - COMBINED ,,,:, I�
<br />� �. MOUNTINCS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR =
<br />DISTANCE GLOBAL PROTE Mrm COMBINED IN MANY WAY TO SUIT ANY ALTERNATE ��W`) s . . �\ ON 2. FOR NEW WOOD EWE CONSTRUCTION: WOOD., 1\ w/vAIM
<br />11 Vli% STATE OF�_-_'Sm ' - " -_ - �i!� GLOBAL PROTECTICIN PRODUCTS. LLC. OATT,
<br />1, , . __ 4w � � S`F`CT 00`11� O - MEMBERS TO BE SOUTHERN PINE No 2, W/ S ILI �, I I
<br />� �, GAAL fl- 333L4 ORIO , DENSITY OF 0,56 OR EQUAL, � '114 'We"',L, 51 STAW
<br />- �$, _�_
<br />G 11 -;AP, PIIW� Uu, -E, FL M. � �/ .wh! =I. =
<br />(SEE SCHEDULE N S� . z 1�_ -�� CTION PRODUCT5, LLC. "I'm TOP & BOTTO . , 4k__ �:_ / I I L I E C 0 IT Mi.. � GLOBAL PROTECTION PRODUCTS, LLCO I INSTALLATI � "� '
<br />E.D. - EDGE $... STATE Olj� 11LIECO.. CIFIC / 11LIECOstme
<br />MOUNTING$ CAN BE . ----- � "we S.W 61 STRMT INSTALLATION. ^� tuo far"m a ENE"
<br />_ � . -
<br />� M.:L E
<br />7_.==== ,^ZoRmIt. � 6z�� .T NOTTING e ]IRGROLEFIRM i IN�. "S -. "'
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY -1. I ,� 1. NODIAI I - - - 2. FOR NEW WOOD FRAME rONSTRUCTION: WOOD 1� i�'p P, ,t%o�� IMIIA ... MO ___ -175 1
<br />- ='�. =,%. li�;W_76*& FAk DOU'�"_Ainr? 20-175 a- M NAIP_TIN�, FAA DOK -175 - OO L Z iFo-
<br />.;�L'. - ,_,AM _MOO 20 ! / POOL ")MIR�75*L, FAIL ROSOXIAW-1097 20
<br />INSTALLATION. -",III , -IQ BE SOUTHERN PINE No 2. W/ SPECIFIC O`"__j,%k ' __ -AN I
<br />1UNA1 ,-, __ � MEMBERS n - _ I I i 'A - UWAV4 NOt
<br />m;;;�_ W." ON; . __a --I - I-1 I , - - AA.T -w- T -I - <
<br />,,,, ,A-0=719 lr�l ,,rWT -.0wl RE. se-J!"'ONATAIA/DATE WALTER I vU,Y A, P.L I
<br />1 INOA�� DENSITY OF 0.55 OR EQUAL, CA Is P.r� I - 0". wmv OWMI I -1.0.1
<br />"MR A I I I INHHH-1 1--41-II, w4m I VIDUT .- _4 I smm I Of in _j
<br />,
<br />, 4 t7 FIX
<br />- . MY7 � �. L2 _rlm'A i Age? " I I � UR'"We N* ILOINSO Uc 4 w , I
<br />--- , -------- 00VUL � �� i __ - �! L_ _
<br />I I I I a_
<br />m�
<br />I
<br />IIIIIIIIIIIIIIIIIIIIII
<br />� - A/Z N I
<br />r-, , T
<br />4 , 11
<br />i T -,
<br />-
<br />, I
<br />T z * , /� - :, 6 "'
<br />0
<br />1 M I
<br />- - �
<br />2IM-4 Il- i I -
<br />N/A 12' i
<br />_ 5
<br />". 'p_ II! I` A;
<br />_
<br />E 31 ,�, - ___ *_]111____:_
<br />_
<br />Ai .,. -IL!" I
<br />.. I
<br />rl/,L� .
<br />P, __ I 7
<br />T4-1�. [A��`11 - I I
<br />i � ! I ,
<br />I
<br />I
<br />I -
<br />FI/4', ;
<br />I
<br />I
<br />�
<br />ItO_ j
<br />_ I 4
<br />.
<br />___
<br />A
<br />I , I
<br />L
<br />I I
<br />I
<br />SHEET NO.
<br />I I - IS H 1 0
<br />
|