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<br />L6871 N.T.S. 1/4' M.. GAP
<br />11 (OIL mail±_ -I wim wury) I
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<br />SECTION A -A 1
<br />- - * (D , N.T.S.
<br />0) L+ MIAXAAAM AUDWAKE PNIEL LOOM FOR A CWEIM POS1111K &Sa DESIGN LOW.
<br />L MAX ALLOWABLE POR LENGTH FOR A OVEN NEGAY ASS, DV11QM LOAD.
<br />(2) PROCEDURE TO DEWWC MAMN PANEL UENUft
<br />GIVEN A POSITIVE OLS1. DESIGN LOW DETERMINE WXMLN PANEL LENGTH %4' FROM SCHEDULE
<br />I T WVALLATIMS INTO WOOD ARE UOTED TO t 95 jLLL MAX PASO- DESIGN PRESSURE RATING I
<br />.
<br />I P" -. . LW�11W%V11% FLORIDA BUILDING CODE (Non High voloetty, HU cam Zone)
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<br />GENERAL NOTES
<br />(C) 19-1.413awliffaw-APIL.
<br />1, STOW PANEL S40WN ON THIS PRODUCT MUAMON DOCUMENT (P EX.) HAS KEN VERIFIED FOR CON C
<br />PUAMCE CA AC ORDANCE '/'-# "APCON ANCT� AS ~Ar'URED By ILI W 8 LOEX, INC
<br />WITH ME 2020 (Ith EDITION) OF THE rLDROk WLJXNG CODE THIS STORPI PANEL SHALL HOT BE INSTALLED At HIGH - #14- III PANEUIAATIE FEMALE K) AND PANIELVAIIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VEILOCCTY HURWAK ZONES (mLvm-a4DE / IFFMARD COUww5) - ,/4'# LAG SCREWS PER NO.&
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION I NO OF ME ASIM ME)PITIONEE) CODE FOR A BASIC WIND - 7/16'0 . 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SMIN. BOLI It SPECIALTY CO I
<br />SPEED AS REOUIRED BY THE "ISDICTION WHERE STORM PAWL WILL BE INSIALUM. AM FOR A DIREC711IONALM FACTOR 9�-
<br />KO-G.a3, USING ASCL 7-15 AND SMALL NO EXCEED THE MUMM CASLO) DESIGN PRESSURE RATINGS thoiCATED ON SHEETS C 1) MMWM THREADED PENETRATION WtO WOOD OF 7APCON ANCHORS SHAII BE 1 1/2* AM 2' FOR ELCO PANELVATE PLUS
<br />3. 0 MRU 12 & 17, 40 AND PANCLUNJE FEMALE 0
<br />IN ORDER TO VERAY THE ABOVE CONEXTION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRS7 -1
<br />REDUCED To A.SZ DESIGN PRESSURE RAIIING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MAX (ALS 0 ) CI) 60NIMUM THREADED PENETRATION Of LAG SCREW. INTO THE VIEM FRAME UNIT SHALL BE I 1/2- NO MIWADED
<br />DES" PRESSURE RATINGS INDICILITED ON SHEETS 1. 9 MRIJ 12 It 17. 10 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION
<br />IN ORDER TO VERIFY MA ANCHORS ON T I . WERE "07 , A 3M INCREASE IN AU OWALL
<br />'
<br />STRESS FOR AZA, VIAMrZ SPACING I C,3) MINIMUM EDGE OISTANCE OF LAG SCRM, INTO WOW SHALL BE AS WL*rATED IN THIS DRAWING
<br />RW LOADS WAS IMMU USED IN MAL .ODD .AS BEEN tIETMMM IN
<br />ACCORDANCE WITH N,O.S. 2018.
<br />STDRM PANEL'S ADEQUACY FOR IMPACT AND WOO RESISTANCE HAS BEEN VERWIED IN ACCORDANCE WITH SECTION 1609.11 OF CA MINIMUM PENETRATIC" OF WOW BUSHMC SHALL BE 5 6 1/4' 0-20 SCREWS USED SHALL BE i 1/2' LONG MNUUM
<br />THE ABOVI MENTIONED CODE AS PER AMERICAN TEST LOS OF SOUTH FLORIDA REFORM #0111401-01 AND #021902-09, AS SHOULD STUCCO EXIST, AM " LUMMUM FOR WAPLLS WMI No STUCWL
<br />PER SSTO 12-" & ASTM E 33D-02 STANDARDS. AND AMERICAN I 1-10 AS M
<br />-
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C 5) Ph CASE THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS. STUCCO OR WOOD 9301us BE FOUND ON THE CXISTIhC
<br />FLORIDA WK004 CODE WALL, ANCHORS 94ALL BE LONG ENOUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />ANCHORAGE SHALL BE AS MIENTONED IN C 1). C 2) J, C.4)
<br />.
<br />2L ALL ALUMINUM EXTRUSIONS TO BE 6063-16 ALLOY AND TEMPER (UNLESS OTHEROSE NOTED) SEE g4m. 2 (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICAAMNS OF THE AKHOR*S MANUFACTURER
<br />I
<br />3 ALL ALLIONUM SKE1 MFt4 USED AT CLOSURES SHALL HAVE 3105-MI& ALLOY I PANELS MAY ALSO BE WSTAL.LED HORIZONTALLY FOLLOWING INSTALLATION DETAJILS SHOWN ON SECTION I MPOLIG" 6 (SHEETS 4
<br />4�
<br />4 ALI STEEL SHED METAL PANELS SOIALL "A'4 SMXnJW QUAUTY STEEL ASTU A-653 GRADE 80 MINIMUM. G-80 GALVANIZED THROUCH 5) FXCM TI4AT HEADERS Q * (D SHALL Not BE USED
<br />r-
<br />STEEL UESIGNAIION WIFY- 12 2 1,a (AFTER ROLLED) 9 iT SKALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCrURE WHERE SHUTIER T -4
<br />-!;�
<br />5L ALL SCREWS TO BE STA"MS STEEL 304 OFT 316 AM SERIES OR CORROSION RESISTANT C"TED CARBON STEEL AS PER DIN ATYACHED TO INSURE PROPER ANCHORAGE THIS SHIM" SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD '..
<br />wILDINGS.
<br />TENG ND ENIL HA COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />..;
<br />241113.4 10 EACH REG" STORM PANEL WMI LENGTHS OYER W. AS PER SECTIONS 1. 2. 4. 5. 6 AND ALTERPATWS IW, 3W & 4W
<br />11
<br />6 SHEETS 4. 5, 6 & 7 RESPECTIVELY SRALL, HAVE A LEGIBILE AND READILY VISIBILE MARKING tNSMUCW DRINEP? OR TENA1qT To
<br />BOLTS TO BE ASTM A-307 CALVAIAZED SIUL OR AISI 304 SERIES STAINUESS StEFL IMFM 36 km MINIMUM YIELD STRENGTH SECURE PANELS WIM APPLICABLE RENrORCIMENT DURING KRICOS OF HURRICANE WARNING.
<br />..
<br />? .
<br />7 ANCHDRS 10 W41 SHALL BE AS FOLLOWS- 11. rK INStALIATION CONTRACTOR is TO SM/CAUL9 ALI. SHUTTER COM-OWNI EDGES WIWCH REMAIN IN CONTINUOUS CONIACI
<br />.
<br />THE BUILDING TO PREVEW WPO/RAIN VORLISION
<br />Q11
<br />(A) .21-JUA .
<br />* t/4-0 TAPCON ANCHORS AS MANUFACTURED BY I I* BUjLDEX. iNC (144ft V-3192 PIL.) 12 STORM PANEL INSTALLATTON SHALL COMFFLY WITH SPECS INUICATED N THIS DRAWING PLUS ANY BLPIPLOING AND ZONING .,_� S
<br />- PROVIDED ET THE JURISDICTION WHERE PEROT is APPLIED T
<br />1/4' 0 . 7/5' CALK -IN ANCHORS, AS ]MANUFACTURED Ay DENALI INC _ 0
<br />- 1/4*0 . 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED ffy ALI POW SCRES', DOLT & SPECIALTY CO
<br />( F3000 P�* 11 (1) THIS PRODUCT EVALUATION DOCUMENT (PED) PREPARED BY MIS CHOKER is GENERIC AMC DOES NOT PROYID, ...
<br />IMP,
<br />1. A 111r. SPECIFIC PROJECT. ,-e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P E D
<br />- #I 4 -To PANCUMATE �DMAIJE & PAINEUMOTE PLUS ANCHORS, AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS,
<br />0
<br />- 1/4-0 ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY DEWALI, INC (b) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFr SAM OF Mrs PRODUC/T
<br />AT) ONAMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED Commm 94AU Of I A/4'. 2- FOR ELCO PAVELMATE AND BASII0 ON THIS RE 0 PROVIDED fq/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAPH10 ON THIS M#CU1dENT
<br />CONSTRUCTION SAFETY AT SfTE IS THE CONTRACTOWS RESPONSOUty
<br />4 3/4' FOR 2AAWAC MARIN ANCHORS
<br />&2) CALX-04 & SOM-30 WHORS SHALL EK EMBEDDED 1/8' W410 THE POURED CONCRETE NO EIPIRED" INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INNALO IF MPOO,F�M
<br />STUCCO SHALL BE PERIMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MOWN SHOku STUCCO EXIST, (4) SITE SPECIFIC PROACTS SHALL BE PREPARED Eh A FIDRYOA REGISTERED ENGINEER OR ARCHITELI WHICH WILL BECOME THE
<br />AND I' MINIMUM FOR IMAULS WITH NO STUCCO. A04D MAX BE HEADED SCREWS OR ALL THREADED SCREW$ w1O HEAD. DQAEER OF RECORD (E U.R ) FOR THE PROJECT AM WHO *ILL BE RESPONSIBLE FOR THE
<br />BUT WrT1q WNC NUTS PROPER USE OF THE P E 0 ENGAKER OF RECORD. ACtWG AS A DELEGATED ENGINEER to THE
<br />P E,D ENCANUN, SHAI� SUBMIT -to -WIS LATTER THE SIME SPECIFIC CRAWINCS FOR REVIEW
<br />A-3) N CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS WE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SH41 BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS (a) THIS P,E-O SHALL BEM THE VAT'E AND O"INAL 5EAL ANO, SnWTURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED MI A 1) AND IN A.2). ENGINEER OF RECORD THAT PREPARED IT
<br />(a) I Ik SHUTTER MANUFACTUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4* 0 TAPCON ANCHORS AS MANUFACTURED BY I I W BUILM. INC. PANEL 94LMEA IN ACCORDANCE WITH SECTION M9.9.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING UMKUW, TO COMPLY WIM SECTION I7099.3 ol ME
<br />1/4- 0 . 7/5* CALX-IN MACHORS, AS MANUFACrURED BY DFWALI. INC
<br />FLORIDA BUILDING CODE
<br />:
<br />1/4'0 X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SftaALTy co
<br />- If 1 4- 1 0 PANELMATE FEMALE 0 AND PANUMATE PLUS ANCHORS. AS MANUFACIIIIIIED In' ELOG CONSTRUCTION P 'Ittitut
<br />- 1/4 . 0 ZMAAC NAPUN MC14ORS. AS MANUFACTURED BY DEWALI. INC � A
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<br />99 MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PAINEIMPATES AND ZAMPAC NAIL04 ANCHOR. INTO ME
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<br />%� FLORIDA BUILDING CODE High Velocity Zone),
<br />. . I (Non cone
<br />BLOCK UNIT SHALL BE 1 t/4- . -
<br />'
<br />-- " 'AIMPI, "Ll= w 11.
<br />, .
<br />9.2) CALK -Ph & SOUD-SET ANCHORS SKNLL BE EMBEDDED 7/r INTO THE CONCRETE BLOCK UWT� M 7 . 24 GAGE GALVANIZED STEEL STORM PANEL DROP, r
<br />rc
<br />-
<br />,*rNQ,44
<br />STUCCO SHALL BE PERMITTED 1/4- 020 SCREWS USED SHALL BE � 1/2- to% MiNINKM SHPOVLD to Dost. *
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<br />.
<br />AND I' MINIMUM Fort WALLS Wff� NO STUCCO� -1 GLOBAL PROTECTION PRODUCTS. LLC. "'.n'
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<br />.. - .4101, S�. I Simon
<br />6.3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR 111000 BOARDS BE F'Oft - .11 mc.�
<br />�0 I - ----.- Tmmff� I =I.
<br />SUCH 9. - ,;� -Wm - - FT-- , 0')su� �Ai, (,)", 20-175
<br />EXt"K WALL ANCHORS SHIALL BE LOW, ENOUGH TO REACH ME MAIN STRUCIURE BEHIND 4S;s;,;;;"-, "' ---
<br />ANCHORAGE 94ALL BE AS MENTIONED IN B.�) AND IN 62) - - itimmmmmi,.
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<br />INSTALLATION DETAILS FOR REGULAR PANEL rl)
<br />INTO POURED CONCRETE OR CONr,RETE BLOCK STRUCTURES
<br />CONCRETE
<br />-9ST=.w"ftx1`c`� VC401I.M."M
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<br />SHEETS 9 r"MOUGH TO) . SHEETS 9 THROUGH 10) ;-,� MSTING POURED,
<br />- S"A.
<br />. , OOWRETT OR
<br />, -- I -- 4) I - (1) Comostim KO;* 11 ,/PP�M,-
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<br />1 * I (SEE SCHEDULE I �� 'L" is.. IMF. SEPARATION 'L, vim.
<br />I ON Stw 3) PANEL LENGTH -4 To GLASS, I PANI LENGTH
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<br />ALTERNATE CONCRET�_ --&?US,r*G CONCRETE PAINEUPUTIES REOUJREDL
<br />oht;rM
<br />ANCHORS BLOCK REQUIRED, CONCRETE ANCHORS - ARE USED.
<br />(SEE SCHEDULE ON STAGGERED W/ STO61
<br />SHEETS 9 THROUGH 10) (SEE SCHEDULE ON
<br />SHEETS 0 THROUGH 10)
<br />BUILOT
<br />A111fiffM ING WALL MOUNiff
<br />WA&M , .),OECT MOUNT
<br />SCALE 3/6-1* SCALE 3/8-i' SCALE 3/8-1-
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<br />.... r 1: .. FLORIDA BUILDING CODE (Non High Velocityy Iff4u one Zone)l
<br />z : * �3000 MI= - 'J'.
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<br />. . 0.44167 % I OWAN in
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<br />(SEE SCHEDULE ON 1:= 4W CAN BE I -, ow S-W 5 vow U.C. ]PAIL
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY - ammi. FL 3301. 20-175
<br />INSTALLATION- 1%, .... ..... r lr� ftias, (Miquin-".s. 'a ow)=�
<br />41, - . - i - I owsm �
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<br />- INSTALLATION DETAILS FOR REGULAR PANEL J) INSTALLATION DETAILS FOR REGULAR PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURE -7, - - . -- I -1 INTO WOOD STRUCTURES � - - , � -7 "7--- 1. T - - - jj,- -1 --- - - I INSTALLATION DETAILS FOR REGULAR PANE01) INTO WOOD
<br />.1, . , �, � I I , . I SEPAmnow 01 - .�, , - -
<br />ALTERNATE CONCRETE - . � L� I �,, WOW ANC401RS . �. I . , : I I I - � - Y0 GLASS. , - -11 i I �, I ,
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<br />- - OR CONCRETE BLOCk .. " I -1 �, I --- --- -TIA - -- �7?r,--j Low-ovi,7-n ADEQUACY OF EXISTING WOOD ,. " . ,-z ------------ �, �
<br />94EM 9 Tmw" 10 Oft CONCRETE BLOCK : REQUIRED. I I . , -1 I I I . Cn mmilmimmill'
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<br />REQUIRED. *+ ACHORS N.11-�,, 1 I . � , :� 11 I �! � -- - -; I � I- - 1, .- .. - I *L* Al.. OEM TO BE CERTIFIED By - 'Ell- ' -EA ,- . . - - i � ,
<br />, -WORNATE LEG CRETE , I . L, I 1 4 - , EXISTING 1 PANEL LENGTH WGISTIEREID EMINEER OR , , I . - � ,
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<br />REQUIRED --- - w- . . 'L - 11) WOOD ANCHORS ___ I � L "I (SEE SCHEDULE ARCH111LCj PRIOR TO SHUTTER � , 'L� L 1 1 ,, " - . I :
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<br /> - -I -MM ,- LL I CONCRETE ANCHORS ,;g� I ; - 11 � -- I WOOD HEADER .1 ,of I I -- -11111 96, - I I il
<br />-,. - -- �,!, 0 12 I/r O.0 22 `," -1 z' - -. - I �-
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<br />1 - -- - -- . . . I .1 :::: . I I 2 1 MAX WOOD HEADER I --
<br />. REQUIRED
<br />I (ME SCHEDULE ON . . ; . , v it r 1 L'� 4F =*= j 1/2 -
<br />-.1 Iff -,-- - - - - � i I i x w I - _ L. _� - I - 11 -- I � -- - -- - -- I -6-0
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<br />: (�Y- I � , 0, I , r I , "I'll I ! . - -� * . . i
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<br />I �, : ��,;LI�1111�, , : (SEE SCHEDULE ; , :; = i - -
<br />.�� I 1� �0 ,'.; i N - -- i----- , = , ! ,
<br />, ED � i I 1,, , I : 11 I L &" MO. LONG ALUMINUM SPACERS 0 12 1/2- 1 (SEE SCMEDULE ON - 1 12-
<br />1 01 ; LLLL I . D.C. (SEE TABLE 11 ON SHEET 11.) SHEET I 1) W. � � I
<br />Mi. I ", I I 0111�. I I . . I i , , =) CIO
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<br />- min. i I 31E)p : I (�
<br />1�""' ': a . . 0 . i - q) 1. SEE NOTE - BELOW FOR LIMITATIONS FOR I W� L : - C
<br />11 4 "I'll " LLL I -10 I t r- To GLASS. _ "L* WAX. 1. III '. I I I i a -1) >
<br />I .1", f , I �� , - i PANEL LENGTH I PANEL "LEW* 111
<br />t - - i:.,�ZR TO MASS I ON SHEETS I (SEE . -r I=. - I vm �
<br />I . - ON SHEET 3) Is. 9.76 w I I ON SHEII 31 1 ON SHEET 3) . . - PANEL (MATE FEMALE ID OR PANEL MATE I ON SHEET 3) 1 ,, GLASS. I
<br />I (SEE SICHED .. .a�q : � a 1% I I I I A, a�o , tr Fz E�LION TO
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<br />. , , -y- � I I I I Vol � OJK FOR NO Ir ISET SCHUMA1 ON SHEET 3) "/...- L.-
<br />: - " . - - *t' LAW., SHEET 31 1 . I -, . r-0) 'L' MAX I - - - - : . . v MAX
<br />; W.. r I t (SEE SCHEDULE I - , - lit I - - (w " Pon (SIT SCHEDULE
<br />I ON SHEET 3) A 11 � . - I PANEL LENGTH ; UMN ciat ?-,11 ON SHEET 3)
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<br />.. .,SWH � I .D!q
<br />TO SS. . ') ; I , ; : 01 --.- ,r_____ - - - -i - -I---- - ON SHEET 3) = I - i -
<br />' PANEL UNUTH 'I, Mcm. I ,� - - ;1 4 =M.z2%, ,L. 11 PANEL L94M
<br />/) I L , I M... I . I , 4
<br />I I (SEE SCHEDULE I IV 1`1 '�� I I , I .i. 9 I i I , ! A, 1.0 o-
<br />I - L I f =r`.) PANEL LENGTH I � I EXISTING 1 1 =4=11-n EXISTING __� STEP 2',
<br />raspel� I ,= A- 111001D I
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<br />SCHEDULE I_ - - �� -- -1 � . .,-- -- ----- T-- - - I T1 I
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<br />i(SEE I - T I - �--- 4k -- ----- ] - -- I : I I P. I ON SHEET 3) - I DIRECT MOUNT W/ SPACER lb 0 0-
<br />I
<br />SHEET 3) , -� . I-- I U)
<br />I li'�'- .." �,.�,-----,'.', -,��,� �g,�'11'�/`, I i . -- C54 SCALE 3/8-,* 11 I " I
<br />I MAX ", I,` j �.-, , ��; : MAX. � �, (D T -[0 I ! -01 OF -L'
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<br />`- I - : ED ,--.-.;� - SPACER - : 11 '0- ' L - I
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<br />I @ ,- .,-.. I .�., LENGTH OF 'L OF 'L MAX. A-S.0 DESIGN LOADS FOR INS INSTALLATION, I IMPIT - i
<br />) I 9 12 I/r O.C- I �1 I - I I ma I E 04- 11 -@ I I - I
<br />, , I ,� " I : 14. M. � : I - . - 11
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<br />'!� 77'. -.Z, i ,", CRIETIE ,,PCHOR� CONCRETE ANCHORS �1. - ---i i I - I I I �
<br />EXISTING POURIM ` � (SEE SCHE A - - , � (SEE $"MULE ON E66 "'Ji , � il� . - I 'I - . I i6wlai `�,--
<br />.... THROU , to � -Qat=p - - it i . 0
<br />,-,�,� ,,, , ,,-�"'.',� �', " GH 10) -,�� � . (� SHIM 9 THROUGH 1 2 I/It' LONG MAIL "WNW I I
<br />, '. , , ". -, - - - L � � ANCHORS ** Mm I �
<br />��4� , � �-, �. . -- 9 DULE ON - - - -- - .-I I --- -
<br />w I I I . Or FIAIJ. . . SHEETS , I SPACERS 0 = , D.C. VALID FOR - - I ; I— - .
<br />- - I W-M " w K I 11r LOW F.. .
<br />- .1 (ALT. CONDITION) .. - 0,11 09 .1. i
<br />- , I I (SSIMMOSIML/ OR 0
<br />. 3/0 \ w; . ! - - . � -, S"J" ! I L-
<br />"I OURED CONCRETE - ALL DESIGN TNO PANEL SHEET I 1) . - -- � -�" -= I-xq- W= 2-.4- WOOD PLp%jr_ L .-
<br />'. - ETE BLOCK EXISTWG POURED CONCRETE LENGTHS PER SHEET 3, 11 I I') Winitumom .5 UND M A COE smim, majam" W. ,ir-r i " - - DECK REGUIRED ANCHORS
<br />CONCRETE ANCHORS- : .... �, -- Oft CONCRETE OLD" I' MAY LONG ALL%W" SPACERS 0 2-14- 1114M � , 1 4 1 *11m. I - " to 1% mmmmm 1110111 NO, I WOOD ANCHORS �- -- - - - i INEWIRED .- I WSCHEDUUE ON
<br />, --
<br />(SEE SCHEDULE ON - --- - ED. - --- w 11 REDUIRM -0� t2 Ilr OC. (SEE TAKE #1 ON PLATE REOUIRE6 I I - 0 AW"C*SM 1 ,7,3 ! MOM Musa 0"Mmeffnity mutiourm ON werr Ill, (SEE SCHEDULE ON , . - M Q-
<br />SHEETS 6 THROUGH 'a) . 91 I* wim. strAnam To am mom; 24" WOW -- .- �.- � ..... . I SHEET I 1)
<br />� LATE REOUIRED 0 ANCHORS 004 7MW � SHEET I 1) - .- � --- L
<br />K VOX =IVILPIDWALE 10 OR - - ---
<br />It viv Ile -- -- .
<br />SHEETS 9 & 10.) */ 0 ON OHM 3 MMY ME MXA= IRS V I - . i I *000 i '" MDO a" O'c'
<br />( SCHEDULE ON LOW As loom 01*01111,01d; ARE i --- - I
<br />. I �� ! '9 Cokfum . PMW04L:: 111a "Am T2 t/28 OIC VACM MLOM ON i I I
<br />L I ! SHM 4 " --2* Mi., - - --- L - , - . �, I I . - 0 a)
<br />- (1) WMM AM DOM POnSM I I �
<br />Mum All Wo MOUNTING BUILD-OLIT MOWMNG WALL MOUIN71NQ 101RUa AGM MI 081-'� . MM a .0% -0 p-1- I I (3) MAIL 24 OU PM& LOOM 8 UWU To W AN ANY CPDM
<br />M
<br />JM WZV w I ; m Cn
<br />11 -- .. - "r, . " 6 A NEPROM FRIM UAW OWn LDOM AUDIRM ON
<br />;Em,p - (2) awpow STOW PAM LOOM 0 1 WALL wouwnNG 6 11RECT MOUNT SOMOULL SHOP I 1)
<br />3/a.,. SCALE 3/8-1- WALL MOUNTING I ?v (4) � CEILM ALTERNATTVE SW UN7ING BUILD -OUT INTING CIO
<br />I (3) Slow ft4x laftLAMN 16 ONLY I ALTERNATIVE ZW I t/r LONG WAW 00104011100 IRA VAL St AS $WrJ= OM L.
<br />. SCALE 3/8-1- OHM L W I VRIM VA n ORRY . 5ma 4w
<br />MO Am 01150010 MO FRAME VALL i i Win fatiMMULAROW SCALE 3/5.1' -
<br />&W$w" as rft WROO cr THE FLORIDA , "
<br />1 (4) 0WAL'Anam witto MLY MR WHO I i IULDW am I
<br />SCALE 3/8-,' , We ZOM "
<br />ALTERNATIVE I 1. 2 ;X UM M
<br />I I-Mi TW 2100 3 M OUENU W WPM . SCALE 3/111-1
<br />ZOU 1, 2 & 3 AM AM I .
<br />111101"Aht I ing-ft i � I ;,v.
<br />%, ."�)CE�"`-
<br />Ikj!47 4 ------ -1 /41��r�F, -rt- % LLJ
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<br />.. '... .. . m,\ R -, .. =
<br />- or *`--!t� NOTES: � , !1i .: I IN= ` '
<br />. ENse . \ FUM BUILDING CODE (Mom High Velocitty, No loari@ Zone) .. �r,EN-i` NOTE FOR COMBINATION OF SECTIO 1 NO. 44167 - Veloc,fty Hur amit Zone
<br />.. . e .. k FLORI BUILDING CODE (Non High Velocity Hur conj Zone) I : M
<br />1 : No. 44167 -1. I Cam 711.31031). - 24 GAM GALVANIZED STEEL STORM PANEL to. NOTE FOR C INALON OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX� A.S.D. No, 44167 ' 010H, RI INC. r I . INSTALLATION ARE ONLY VAUD FOR MAX. A-S.D : - . - FLORIDA BUILDING CODE (Non High
<br />MOM 11, 24 GAGE CALVA14ZED STEEL STORM PANEL 0 TOP & BOTTOM MOUNTINGS CAN BE . . Pid= R"Im -
<br />'" DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS z . - <
<br />* DESIGN PRESSURE RATING (p.s I) AND PANEL LENGTHS I : t - . STATE (IF 24 GAGE GALVANIZED STEEL STORM PANEL Oftimil w
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