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<br />INSTALLATIQN, DEIAILS FOR MIES 2009 A 1000 E-Z HANG STORM PANEL ------ ---- —---- —------- (1) 0- 11-
<br />-CV =ER&-MM .= CU -0 0-
<br />INTO EXISTING W9QD STRUQJURE5 (C) :-"aLNI�-AQO--Wtt-;�p.w&--Cavlu. -1�0.%511I -11�-& (1) 6
<br />- t77 . �11�91��Il�m A�k�� Gm-ULM'E,N�T (P E.G.) IVS BEEN VERIFIED FOR COMPLIANUE IN ACCORDANCE - '/'-o UIPCON ANCHORS, A-- MANUFAClURFO By TV BUILDEX, INC MO -e.- U) .-
<br />� ,m ;/I". IM5 SCAVAS 0 V Oc It/ - , WIN THE 2020 (7th EDITION) OF THE FLORIDA SUILDIN I CODE 1141S STORM PANEL SHALL NOT BE INSTAUED AT HIGH jT4-10 PANE11MATE FEMALE ID AND PANEUMATE PLUS ANC40f6, AS MANUFAC7UREO BY CIC0 CONSTRUCTION PRODUCTS.
<br />MAXIMUM A.S.D. PESIGH PRESSURE RATINQ (p.s.1.) AND ----- 1-t I . ; I I � VELOCITY HURRICANE ZONES (MIW-DADE / SPOWARD COUNTIES). - 1/4-0 LAC SCREWS PER "-S. =
<br />I 1- - � 1< ;j I/2* MI,, THROADED PENETRATION -
<br />1,��- - � - -
<br />� - r RCOQLAED �/!,. V; sovw� 0 E- O.0 v DESIGN W, LOADS SHAU K 0 tIMINED AS PER SECTION 1609 OF -,HE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/16'0 , 5/b' WOOD BUSHING, AS DISTRIBUTED By ALL POINT SCREW. BOLT & SPECIALTY CD. -0 0
<br />- - /4'* LAC SCREWS 9 6' Q,C � - -'I* m5TwG WOOD HMEN o . =. 2*�' W"
<br />I >�,,' 1011,1, M" Wom �.,m "" ! IL �� 11 FIAT OR ON Em I /2' ItH 744EAM PfNEIRATIGN RQaQRED BY THE JURISDICTION WHERE STORM PANEL WILL, BE INSTALLED. AND FOR A DIRECMNAUTY FACTOR
<br />I , I ,-, 1-1 "W-INGI I I , I - - IRS. I ICD-O�a, USING ASCE 7-16 AND 1KA- NO EXCEED THE WAKKIDIA (ASD-j DESIGN FKSWRE RATINGS INDICATED ON SHEETS C IT Will UM THREADED PENETRATION INIO WCKID Of IAPCON ANCHORS SHALL BE I i/2* AND 2' FOR CLOG RAhELMATE PLIJS C -0 ja
<br />Milaw W, - , � - NO
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<br />33POE, �
<br />CORRESPONDING HASUMUM PANEL LENM *L* SCHEDULE MAIUMUM &S.D. DESIGN PRESSURE RGNQ (mm.1.1 AND ODRRUP-ON0489 LANGWE PE.VIRAT � SPEED AS W
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<br />EQR SERIES 1000/20M E-Z HANQ SEM PANEL (j) SYLSTE I � �i� I � f I! I , , 01
<br />SEWNG SC14EDULE FOR DNS INM COME & " -J� -.�L. 11 ----(��C,�, JT40' 5.M.5. "
<br />I " - or , , A. a I AND PANELVALL FEMALE TE,
<br />� PHRU 12 & 17. 1 a
<br />V"-Q&X-EQff-WLL-1 r�ILZ'-Aq-�-'JLADW,i--I:-'MUS-,ULU-2iL WRA"m Mmum K"k SMUOMA � , Ill,le, S.Hs, 11 0 " �- 11 F Wft IN ORDER TO AWRY THE ABOVE 00INIHOO4, ULTIMATE WSRIN, WIND LOADS DETERMINED PER ASCE 7-10 SHALL K FIRST 2 -2 -= a)
<br />Vv"j.1.,W&9q&LAN �All *-Akym,.Iit�JL-rkgw-A:��, L=:] , " i ,� ,,, --IC4,) CV4, - � , " , �, 1 , ,"I J, '?, NI
<br />,� ly " I I - I PCOUCE0 TO A,Sm� =ION PRESSURE' RATING BY MULTIPLYING THDA G" C,L IN ORDER TO COMPARE T-HCK W� MAX, (ASOy -0 r"E WOOD FRAME UNIT SMALL BE 1 1/7', NO THREADET) u C:L = 0 ?g:
<br />I EI -, , �! I 0411* S`hL DES" P%BCmK RATINGS INDICATED ON SHEETS 3� 9 THOU I,Z ii, '7, I& cc , ' "CIZ IN OR
<br />I - �, IT 4 t �. " M"41"'N'TTHRMIED PETC40RATION' OF LAG i
<br />MAXIMUM A,&D. I MRA. TOMCNIGIN MAXIMUM WYA" ANCHORS SPACING PER E. 0. - .1 112' - APPLICABLE 70 " I i -11 5 2 I A'- 'Ac sawn a 5, O'C W/ il", I =
<br />/ El� No CR 0 / Ik--." -.Y/ ,� � , �
<br />,, I '/,&-7G,V' TRUZ -4,1,12- uH,, -wAAM IMNLtAAI*,, END Q, 0 IN ORDER 10 33 SE IN ALI, Li,
<br />To SEPARATION PANEL APPLICABLE TO A, -0, DESIGN --- j * I �,11 , e . I 4 , I ARIPY THAI ANCHORS ON FKS P1,1) AS TESTED WERE NOT OVER STRESSITO, A % NCREAS OWAB
<br />L41NIMUM GLASS I TONDFNDA I � -m�:w�-T--ANCAMItt rolutE 0 ! .. PANEL � I :1 r , i ,, � - I I I /�' , , ItATED 0 LL -
<br />SECTIONS I FLAMONAFE PLUS I , E DETAI, ;/7. A . I L To ""ll'5 A`VoU HEACICAL STRM POP WIND U16PS WA K= USED IN THEN ANALYSIS FkSTIENIFIRS SPeCING TO WOOD HAS KEN DITERINNED IN 1, -) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS 'NO IN T14S MAKING
<br />"Er -mg!", r , 1�' I - I , - I -1 I ACEDRBANG�F WITH N.U.S 2016r A =
<br />I NB) . .NG NUT 36" , r C13 0 -1l.-a ,4-
<br />-1 -(-E -- I ANY CONSANDIO., I LENGTH -L- (K) tj i - �!A i 7 " CIO
<br />4 I RATING TO C04CRETE M � !To colIcorn: TO CONCRETE OF THEM � JmPwy- --I . ,7 I,
<br />, To CONCRETE 10 ;Nn To , . ku 0 :>
<br />%2LX I- I I I � . `UN
<br />.66-0. -75,3 1 ,a' OR LESS 2 0/w I v. v. ,T7-W. I I ! O" EVERY 0 O`A ) E DEIML 1/2. . MJ44 PANIEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEN ',!CFhrTED IN ACCORDANCE WITH SECTION 1609.1.2 OF �.4't MINIMUM PENETRA Of WOW RUSHING SHALL BE 5/6' lj4* 0-21, SCREWS USED SHORT BE 1 1/2- LONG MINIMUM
<br />; I SOLTED - W (P..C) -I' .,x. 3/ 1 O' A_ PCP lo,ty 4 C-
<br />� � 2'* 31W i . flw- S.S, � I 3 --.,E- TA--%kc,211 THE ABVL' VICNITONED CODE AS PER AMEITEAN TEST LAB W SOUTH FLORIDA REPORTS 10814 01 -ol AND #0219 02-09. AS SHOULD STUCCO EXIST, AND I' MIMMUM FOR WALLS WITH NO STUCCO
<br />--. 1 I' & 2' (TOP', I' * mm,l,i,T,P 0, MR, Izy --'i !I.""' -
<br />+GILD, -75.5 � BOtTED - " & .'W 12' NIA N/A 12' N/A ;I Y.) 0 EA, END 01 (D I PER VID 12-0 & ASTW E 330-02 STANDARDS, AND AMERICAN TESTING UlB SOUTH FLORIDA REPORT )112301-10 A' PER
<br />-t-- I i 12* 1 12' N/A I
<br />70- OR LESS 2 7/8' 1 I UAI 11!;t- I W.V- , �j IT I _j C,!Y' IN rASF T14AT PRECAST �1`1'fr, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE TOUND ON 7,HC EM-STIFIG
<br /> I .* I to. '. l 5, A- A- � OM) -- 1 I � . 11 AMID IAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERYOFTWO IN ACCORDANCE W/ SC(7,DN 1404 OF 'HE WALLU ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STPLICTURE BEHIND SUCH PANELS
<br />. _ - 3 ' I S&OTOW � 4 w IUC, i I -- 7 C- ,' & FLORIDA BULDVIr CODE U)
<br />- :VXW - - - - ---.L- - I It" 1 - - -L ux, � I 11 -, ---r- Lcl , . I - " W -p-m CL
<br />C�I,R144"-2��S.S M,S� & WINGNIVI AT OVERLAP & AOX Vf PANEt LENOT14 1 .1 (SEE DETAIL 1,2- ANCHORAGE SHLAU BE AS MENTIONED IN C 1). C 2) & r 4)
<br />. Sol PANEL r 5. i --k-j- 9 � T Nv7--,!A") 1 1 ---,- %W11 U) Co 0
<br />3' 1 Iz, 1 a- 6' 6 - - I ,v -
<br />12, -7- 1 1 - .7 ALL ALUMINUM EXMSIONS 10 HE sOLI$-To ALLOI ANO TEMPER, (UNLESS GTN"SV NOTED) SEE SMEV, 2 = / - ZO
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<br />- 4. I 9 i - t 0 (0) ANCHORS SHALL BE INSTALLED FOILOVANa ALL Of THE NECOMMUNONNONS MD SPE-MFIGAI IES OF W AKHOR'S MANUFA47UPER -= M -#-i
<br />--- - --- - - I .I. � I ALKC, HEADER RFPL,1,RIn 1 %%a
<br />- �;4/A 11 - . - 1 .-.-2w1.. 6� A. � - ---- I - - 3 Ak-1 ALUMINUM SHEET METAL US ,ED AT CLOSURES SHALL HAVE 310-1114 ALLOY
<br />NIA N/A I N/A N/A N/A I I: - - �C I 41.- 1-1/ =
<br />I III 2 (wTOK11 -2 ii/Mi, MH,
<br />I TT,fr . I ;TG WARAMON . L 'w/ ; - �n 6 PANELS MAY ALSO DE INSTALLED HORIZONTALLY FOLiOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 T,914FETS 4 C �- -0 . - U) <
<br />"05.0. -75.3 1----;7--- ---41--- - --�--- --7-1 --�I(. --- - 70' OR LESS � V/'B- 'y - .
<br />-1 0 IT "S , --r- - MINIMUM IT SO GAUVANI�ED ,HROUGH 5) EXCEPT THAT AEA&FRCQZ &0 SNAU. NGT BE USCH, C I
<br />GLASS -,
<br />. 112, - SEPARA, - - � 10 I I;IRWW� -r - a � 4 ALL STEEL SHIFF1 METAL PANELS S4AU HAW STRUCTURAL QUALITY STEEL ASiTM A-65L3 GRADE 80 , -
<br />NIA ' 6 1 /'2' ON- I/.-,A��nop , \
<br />. N/. N/A I L N/A I 13' (w) K, ". ."pr -1 - ti -- W O-C. - ------ �T) g � lth- � SIUL DESJUNKTION W/Fy� 22 2 AW (AFOtP ROLLED) 9 IT SHALL BE THE RESPONSIBILITY OF W. CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STitiCT-RE WHERE SHUTTER IS TO K (I .1w :,
<br />- L��2 -- -
<br />12" 17. N/A I 9 1/2- N/A ' 9 1/2- j- rX (-) - VVUw 1WEal-AP 5 " 1 . . - SKFAAATADNI - I � A',!iTAC -9 ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCREM BLOCK OR WOOD FRAME 01)
<br />- NIA I - ./A , *ft WA 0 ` - I I STAINLESS SI 304 OR 316 AISI SERIES OR GOREN RESISTANT COATED CARBON STEEL R a ILEI I -- )
<br /> ! i I 1, - . - I i '/4 /*' - I. CLA�- 5 Ali SCRCWS TO BE , ; PER DIN
<br />- I 'j I/4-,l2wj,;- I- j ,= - TO INSURE PROPIC :;-
<br />12* N/A --r-. - - ,-11I I 1� 4 , F, 5CO!8 W1 50 is, YIELD SIRENCTIl AND SO ,,ai TENSILC: STRENGTH AND SHALL COMPLY W/ FLORIDA Ewil.014l; CODE SECTION CD
<br />1 12 N/A I 12' 1 N/A 1 4, (TOP) I - - I --- . ! - 2 Oil&* -, " 2-1, 13" 10 EACH K-GULAR STORM PANEL WIr,I UENGY,tS OVER 90�, AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTOMMI'VES IW, 3W & 4W ON i -j -
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<br />I 12� NIA ] & 7 RESPECTNTLYi SHALL RAYE A LEOGILE AND READILY VISIBLE MARKING WSTIRU(�FTNC OWNER OR TENANT TO , =1 C:L ,
<br />`T` 4' 5' 1 ?. =- C � ,
<br />12' I I" 12" 1 ,I- 1 4' (BOTTOM) I -7- , --- I - T - - S07 GALVANIZED Stm-L, OR A!Sf -V4 SCRES STAM-SS STEEL. 3 z . u EN7 `SiEWCEURE PANELS WITH APPLICABLE REINFORCEMENT DURING PFFNCD5 OF HURRICANE WARNING lC- cc
<br />- . ; 11 I ; 1. - EVER, O"URLIP , ,/ f M-ovir 6
<br />� 1 12' 1 6 12- 9 1/2' 1 I I 15 I- TVD�r� Ovm.tP ,I -
<br />I _L__ I � . I � J /11 - I � 6 BOLTS T) BE A -TM A WITH 6 Y , MINIM W YIELD STIR � M
<br />* LIMITED TO Wo 0,.F. AS.D. DESIGH PRESSURE RATING - - 1--�-i - I � - I 11 - � I ji � - V�4
<br />rt, -i--o 0 --� 11 L i ;� I I t 7 ARC"ORs IO WALL SMALL BE AS FIDJLOWS� I l, TH-, INSTALLATION CONTRACTOR ,S TO SEkL/CAD,K ALL SHUTTER COMDCwC,T CODES WHCH REGAIN 114 CONTINUOUS CONTACT WITH
<br />j v p I ISE EILRILDING TO PRCVENT VWRAP, INTRUSION 0-
<br />;- I I � I` I j 5 ,--,, -..s -. ><
<br />: 7 . L. I I -- - I LA� i�Q0NG_pIGV=-W-t�-1tlDE -
<br />_ _,j ,� I � - I;44"f,TAPCnN ANCHORS AS MAYA)FACIVRED BY I TA OVILOEX. INC, UKF'L f"-j I 92 F "") IZ STORM PANEL INSTALLATION SHALL COMPLY MIN SPECS INDICATED IN MIS ORAWING PLUS ANY OLIONC AND ZOMENG REGULATIONS V) 'm -=
<br />AM SHEET 26 FOR ANCHORS TYPE & SPACING VOP INSTALLATIONS INTO WOW T ; I �� "j ;, � ' � r, � — I .61 'IL < ,!2 cc
<br />F%4ft: oviom + RECURES M DISTANCE BETWEEN BOTTOM OF PANEL IL ATJI/�' I t " - � ! 1 4 e - I / - C -IN ANCHORS, AS MANUFAC10ED By OEWALT �W PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, N-�, , a
<br />MINIMUM ANCHOR SPACINGS AND MINIMUM CODE DISTANCE AM WORATED ON TAM AND @ TO BE, 1/2' : � f 4i L' I - � .1 I I � g It �, - 1/4'0 �' 7 SOMA OR
<br />SCHEDULE FOR ED, LESS THAN 0101CATIED ON SOMEOthE REDUCE SPACING I I r- ', 1��- - 4 I � A C I O-SFT ANCHORS, -5 DISTRIBUTED BY Am, PtkNt SCREW. BOLT & SPEVALT'Y CC -4z 2 11.1
<br />,��j 2��, I '8 g 14� H 1 3: .;--
<br />---,,*, I I i I I 17. w v. I .. , I U ) ll (0) THIS PRODUCT CYALUAPON DOCUMENT jF.E D.) PREP4RED [51' THIS ENGINEER TS GEREFIC AND DOE� NO' PROVIDE INIORMA'"ON, -
<br />-
<br />In MIX11PLYING SPACW SHOWN ON SCHEDULE W THE FOLLOW14 FACTORS, FOR M I p . , I' I .�� ,A!,�� " (mHI, T`3wo P. FOR A SITE SPECIFIC POOKICT, ,.a. W14ERE THE SITE CONDITICINS DEVIATE FROM THE PED
<br />- I I L � -1 4 E FEMALE 0 & PANELPLAIE PLUS ANCHORS� A' HANUFACTURED BY ELCO CONS:PUIMW PRODUCTS, 0)
<br />THIS OPERVIDDIA TO BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SHIM, 4 - k� I , ;j All NUI I - 014-10 PANCLX ;>1 2! =
<br />, I T I � I - - I I 1' �L ,,, =
<br />NOT HE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR rKIE AT F�10 I I -111-- _ _I - I � , .: ��, � - -- - 0 12' 1�c 1 u 1 ,- - � ; 1@ .- I - 1/4�# ZAMAC NAILM ANCIHORS, AS MANUFACTURED By OCINALT, ;NC III) CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECT10fl, PURCHASE AND INSTALLATION INCLUDING LIFE SAFM OF YHrS PROI)w ,. E
<br />-&2= LEGEND ' - I0 - ++ REQUIRES MI- DISTANCE BETWEEN -----I � k �L 1 (2,0, .., til I- I i ..- z ! - , aks;D ON THIS P.ED PROVIDED HE/SME DOE� NOT DEVIATE FROM THE CONDITIONS IXETMUDD ON MIS OOWMCNT -cx
<br />, " .. - i - =
<br />t/4 I 11 i. 'ft-. FAAU"IE FEMALL TIT ! i I .�� - FOR ZA4AC NAIUN AAND �-- 'a, L) =
<br />BOTTOM or PANEL i 2 --- . ,� . l i , , I , I .I - - i 'I Ali U`KRNjU EMBEDMENT OF IAPCCN ANCliORS INTO POURED CLNCK7 SHACU BE 1 3/4-� 2- FOR EUCO PANELMATE AND CONSTRUCTION SAFETY AT SffE IS THE l,'ONTRACTOR'S RESPONSIBUT, � I -
<br />A042M TYK I- -- -'-.' Y"�! --'- -11t:41". __Ic It - - r / , @Hn -1 '-' - L
<br />f*MWIE WGRUMME AND (D To El .I/'$- L , � ,i, I L � �, I, - .1 C�, - - - L- - 1 BI , -- -- FXV -1 I/.`A-20lJI'4' AIS 1 Z/4 cc
<br />Put L . . T 7 EVALOATION DOCUMENT WILL at CONSIDERED MALID IF MODIFIED -r, BI: %
<br />OPCOA f-u," to G"- 1 3/16 . a [ -P L -- � I tt � � - (c) IRS PROOLI, `1�1
<br /> M. I ' MW NOTE IA D.) A.2) a4LIK-N & SOLID-SE1 ANCHOR-S SHALL BE EMBEDDED 7/11" WO THE POURED CONCRETE 140 EMELCOMENit INTO
<br />- ANCHOR SRACRA 1:11) 3 � 3 2 ,/2 � , I I Im"w"IlFlo '7 'p- .(, 1. - -- I 'k zgrll,��.;�;:,-,, a' "=
<br />I � I � ! =WE tmmml ', i Ly p I - Lw�!, 125 - ST. SMALL "'M I, A ED 'G."', S. ', , , � .- a)
<br />- .-. ,;; �(. j -� a t a I THRFADmqs�-,1&%N I. 16II 21. 1 4:--,o , �-,L BE j "u", - S.0". "I. E'S, (. wc K: "O"T 111L .1 PRIIAIIED BY A 11.IO1 111111TE1. 1111;11111,. OR -,IIr1I WHICH WILL ,11"ME IMI z
<br />` REOLWED I MI ) �,(.- iAS *i "! iaf-a-ijar �
<br />I LATE - , IF I S - �,
<br />" "'C", I " - V I , '" ...... UM S , , I SITE
<br />" mH1) - ------- ,-- ------ - .111, 9 "TE ATLI,RTESS 20M - � , I a AND I* MINIMU FOR WALLS MTH 140 STVGC% AN[) MAY BE HEACE R&NKD SCAM W 0 HEAD >
<br />, FLAT OR 0`4 mca � , -0 SCREWS 08 ALL m / , ENGINEER OF RECORD (E CA) FOR ISE PROJECT AND WHO WILL at RESPONSIBLE FOR THE 1- w
<br />CN�.� I A 'p a To , , "' Q69- 1, I " g�j;� ' !LW/ 7�3'*0/12- ---00 �,
<br />, P.,RNM, I - (12) * We iwm (sg Hart I. evemi I */4eV6 BUT WITIN WINKINNUTS P OPER USE OF THE P E 0 ENGINEER OF RECORD. ACTIMID AS A DE,C00,TED CNOINS19 TO TOE I = �11-1
<br />*1_111 4
<br />� I 2 r W., PENETRATION 0 i2 . �� 1, i I -
<br />"K !!� t. � ZO ENGINEER, SHAL1. SUBUR In 'HIS LATTER 14 SITE SPECIFIC DPAIMNGS FOR PEVIM, .0 .=
<br />ow _www FAVIOR SER low LL w
<br />1/2' 1 qi9mr L I . .,� -�/�-.,o4 scpm� a 6- O-C W/ -L-L-- I I PRECAST CONCRETE PANELS, PAVM� STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />/'; v OCI W/ A.l� IN CASE INAt PRECAST ST =
<br />- - -- 1/, v,,, INKAnta M,TmTk. V.. (2W.- I PENETRATION F-XISTINI WALL OR FLOOR.�ANCMOR,S SHAIJ BE tONG ENDUC14 TO REACH TMt MAIN STRUCTURE WHINOSUCH PANELS W 74S RED SMALL BEAR -04k DATE AND ORIGINAL SLAL AND SIGNATURE OF THE PROFESSIONAL
<br />--L--- - w - W'4 z�;""" w -2 . ENGINEER OF RECORD THAT PREPARED IT m
<br />---a'Ir - -- — M G PLAT OR AIN EDGE ' ALTERNAT]YE 2- i - 41, 2-14- .GoD W0.01DOR a- EKWQ'kRfr " ANCHORAGE SHAI- K AS MENTIONED, N A 1) AND IN X2)�
<br />. � -- SCALE 1'14,-I- a-'
<br />" -1 -f - - I &-- -.3 -- mi�m � : FLAil -rcilllb- 11w, it SHUTTER IMARUFACTURER'S LABEL SIMUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM,
<br />-= I .- - . , , - I l 11 (a) TD-L-lil.-IN�-C.MRUL-N�*i.-A$"V-- "_1 PAW- "ITER IN ACCORDANCE WITH S N 1709S 2 OF FLORIVA BUILDING CODE ONE: LAEIEI�
<br />I � :,": - - I ,�c� - Ioc I ALMMBVE I-W ,! v BUILU�IHG - 1/4- 0 TAF4-GN ANCHORS AS MATIIJVAC�URED BY I t W BWIDCX INC, SHALL BSE'i ED FOR EVERY OPENING ELCAnSOEUNG TO COMPLY WITH SECTION 17091.11 OF Tilt
<br />9=1 SCALE 1/1--!� � ELQQR TO CEI - 0 =NG I _ I , LA' 0 . 7/15* C"-IN ANCHORS, AS 1AINUFACTURErC BY DENALI, INC FLORIDA EUPILLADC;NG CODE
<br />---�� --1 ALTERNAT]YE 4"W - t/4'0 X 3/4' SOUO-SET ANCOORS, A-S DISTRIBUTED BY ALL KINT %CqLA BOLT & SPECIAL-Ti CO %
<br />� -- - �, , l�04NI"'m
<br />I. INSTALLATKINS ARE , '. i sm!g 1/.'-Il - 0 ZWAC rAUN ANCHORS� AS MANUFACTURED BY DEWAUT, INC .
<br />'1100" ONLY 01"Itat Wnh A,Sc. DE154N �OACS �, '. i - I)II-10 PANELMATE FEMALE ID AND IFANt1MA7E PLUS ANCHORSI AS MANUFACTURED BY ELCO CO' - TION Pn
<br />MnEII01 0 , YAUD FOR a. , 1, � - fL/4 vl�',,�tR k,�
<br />,,
<br />� � �4��X 1
<br />�A,I� " 70 +060L -7�"` P' AND PANELS '--`G' Pf VP To 5'- TD* 19 F . I � � , ; �,HN:N;z, I A u " I ... . . ,
<br />� ��r Up a -, l , -, , N� 1) WWWW FIVISFIDMENT OF TAPCON AKPORS. ELCO PANCILMATES, AND ZAMAC NARLIN ANCHOR, i To r E 1, , if. IFLORIDA BUILDING CODE (Non High Velocity Hurrimoris Zone)
<br />,,,g -, , � " , ", ,�
<br />o � , 2 TOW Am $1000 RAVE CONSIrRUCTIONL WM0 MEMBERS To or SOUTHER. I A- , , " � ,
<br />� ,> I/
<br />'N �
<br />, $' " I,,. , FINE DR, L W1 SPECIFIC OEkrrlY OF VAi OR ECIAL I'll I �, � .. \,\r,EN ��,
<br />. r s I !� � � �
<br />� % s . � __ , 4� , ,,\CEN�� A BLOCK UNIT SHALL BE 1 1/4- .1 --
<br />'e � � � � _;� . .
<br />�r--* , � T
<br />z ., %,� i .. .
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<br />. 1 FLORIDA BUILDING CODE (High Velocity Hu loome Zone) I z ' � - FLORIDA BUILDING CODE (High Velocity HEM, cone Zone) 020. 0L.P., `H`- f�.
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<br />I I 1 I/2- WHO WACO COMPONENT RA PIALL BE AS INDICATED ON I ALTERNOYE
<br />': ALTE&SATLYL-M i
<br />WALL MQUHDmrp 0) STOW PANIEL IISTAU'ATION Is ONLY SHEET 21 or 1 112, Low SPAM GA. as ONLY � I . ALTERNATIYE
<br />i INTO AN OWING WCXXI FRAVE WALL : SCALE 3/aHl" i IRLD FDA WIND ZOVICS 1. 2 AND 3 AS OMPRIED BY, ASTM . I SCALE 3/3.1 ""It"V711#00,004 SCALE 3/8-1 - L. m
<br />I I LNsfi STANDARD mil THE Mo ps, EDITION) OF Fie FLORIDA
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<br />i � .1 � 7 1-� FLORIDA BUILDING ffm .: '6'.% N= ? ." NOL 44167 '. =
<br />;r* .1, VW 1:111ITe 'I. CODE (Non High Velocity Hur I,one Zons)l - ---I'---- '.,� I FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NQ1i-fQR--QQ#QM11QN--QL-SECTiW z . = FLOM A BUILDING CODE (Non High Velocity, Hit cone zone). :E
<br />. -,--- --- 1. INSTALLATION ABE ONLY VAUD FOR M". A-S.D, = *'
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<br />z : o. 44167 *. � .2m TILMOO. - I.P. 71. INSTALLATION ARE ONCY VALID FOR MIAX, ALSO, ip .1 s 02M nVem. W, F1 z- . * ltKoG 'Alm INC
<br />I i -- - ----- - 24 GAGE GALVANIZED STEEL STORM PANEL Nomilia-vamNaON OF SEUQN: DESIGN PRESSUR No. 44167 '� TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS * - 24 GAGE GALVANIZED STEEL STORM PANEL F-1-SY I
<br />=** - = " * . - ,:�%
<br />= * , . z PANEL DRAWN IN; COMBINED IN ANY WAY TO SUTT ANY AS PER SCHEDULES ON SHEET 3 � U-. ,,, .,�� ,.- -_------x
<br />: & E RATING (p.s,f) AND PANEL LENGTHS 2 . 24 GAGE GALVANIZED STEEL STORM � STATE OF
<br />Q��. = � * .*= I
<br />tL � , - I z -��-- Olm/ta"', TOP & BOTTOM M LININGS CAN BE AS PER SCHIEDULES ON SHEET 3 (EXCEPT FOR i . . * f . - INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTIOl,U WOOD , lz- -- - um/- I z
<br />- EDGE DISTANCE � :: '\ GLOBAL PROTEC GAR'. COMBINED - -0 . STATE 0 � 11LIE 0..;7`\ GLOBAL PROTECTION PRODUCTS, I.I.C. -/-.-O' �, �-. v 7 --� , / \ GLOBAL PROTE"ON PRODUCTS, L1C. INTIE:
<br />(SEE CHIED TOP & B07TOM MOUNTINGS CAN BE � ..'�� QKO a. 51 STREET - INSTALLATION. - - L- ,W, c A80D - 51 SPIED, — MEMBERS 70 HE SOUITHERN PINE No 2, W/ SPECIFIC "<" , It - �� INC l&W 5... 51 SREET I
<br />E.D. -!�, STATE 01�� 11LIE C 0 IN.. TION PRODUCTS, LLC. IN ANYONAY TO SUIT ANY ALTERNATE 2W-) -
<br />I _ , Tiol- x ENGAVICARWR comr- -*�-� DENSITY OF 0.55 OR EQUAL, ,�40-Z_
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<br />INSTALLATION. Kii .N." IAl-' - - "w- 054yum-75-sl "All" "IM-6197 20-175 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD . .1.11- . . . . . . . lz� -41 nZ, Ot, ymil-7INo. =0 20-175 � � � - -6t-j": - P" - p"'t. M.Vwmt� I- ptHO-4n97 20
<br />- I - ORANNIS ill, MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFTC -- — OWwN;I -
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