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<br />GIVIEN A POSITIVE A.SA DESIGN LOAD. DETERMINE UMMAN PANCL LENGTH "L+' FROM Sa"MULL
<br />GIVEN A NEG*TK Aao, PEWN LOAD, DETERMINE JAMMUM PANEL LENGTH `1� FROM SCHEDVJIX�
<br />III MAXIMUM A,U"BLE PANEL LENGTH IS EQUAL To INS WOW OCITIONINED PAM UU1011111
<br />BETWEEN *L.- AND IL-'.
<br />(4) WE SCHEDULE BELOW FOR MIN. PANEL OWN FOR POROSITY QUAINIOUIDIOL,
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<br />I S.TORM PA.N�!!��VA��!I D80GcUW9W (P.E.O,) R45 BEEN VItRIFIED FOR COMPLIANCE W ACCORDANCE MANUFACTURED By O.W. SUILOEX, INC
<br />" THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 014-10 PANELIOATE FEMALE to AND PARELMATE PLUS ANCHKORS� AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />VELOCIFf HURRICANE ZONES CNIAMI-OADE / BROWARD COUNTIES). _ 1�4*. LAO SCRENM PER N,D.S-
<br />DESIGN WIND LOADS SKAU BE DEITANIVIED AS PER SECTION F609 OF THE ABOVE MENnNED CODE, FOP A BAEilc- WIND - 7 IV# . 5jr WOOD BUSAING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO,
<br />SAW AS REUMEOlD By THE MISM WILL at iMPALLOUJI, AMP FUR A, VINECT19RAILITY FAGIOR
<br />go-o-as, USING ASCE T-16 AND SHALL NO EXCEED THE MAXIMUM CAED-) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1��1) MINIMUM THREADED PENETRATION YOU WOW OF IAPCON ANCHORS SHALL BE I 1/7* AND 2* FOR FLCO PAWLVAIE PLUS
<br />31 9 THRU 12 A, I 7, le, AND PANIUMALE FEMALE 0
<br />IN ORDER TO WoRY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL HE FIRST
<br />REDUCED TO ASO. MICH PREMRE RATING BY MULTIPLYING TOW BY 418, IN ORDER TO COMPARE THESE W/ MAX (A-S OJ C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTOZ WOOD FSAMF UNIT SHALL BE 1 1/2' NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEM �, 9 THRUI 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE 7 REWIRED THRILAGED PEKcmnm
<br />IN ORDER TO YERiIFY THAT,ANCHORS ON IRS P,EX, AS YESIM WERE NOT OVER STPESSO,, A 339 INCREASE OR ALLOWABLE
<br />STRESS FOR WIND LOW , S WKS = USED IN THOR ANALYSIS- FASTENERS SPACING TO WOOD HAS WEN DETEW,NM IN C,S) MINIMUM EDGE DISTANCE DF LAC SCAM, IWO WOOD SHALL RE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH N.D,S. 2018.
<br />STOW PANEL'S ADEQUACY FOR WACI AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE )KIM SECTION 1609A.2 OF CA) MINIMUM PENETRATION OF WOW RUSHING SHALL BE 5/8" 14'4' P-20 SCAM USED SHALL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST, LAS OF SOKITN FLORIDA REPOM #0814,01-01 AND #0219.02-09. AS SHOULD STUCCO MST, AND " MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SM �2-99 & ASIU C 430-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT P 1 123 01- I 0 AS PER
<br />YAS-20, AND 7AS-203 PENOTOCOI.S. AND AS PER MCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004, OF 11,E C.5) ON CASE THAI ppwist SNONt� OR PREcAsT CONCRETE PANELS, STUCCO OR WOOD BOARDS fit FOUND OH THE EGOVINO;
<br />FLORIDA BUILDING CODE- WALL, ANC-40RS SHALL BE LONG ENOUGH TO M04 THE MAIN STRIAMAE BEHIND SUCH PANCLS�
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & CA)
<br />2. ALL ALUMINUM EXTRUSIONS 70 HE 4W-15 ALLOY AND FEMPER., (UNLESS OTHERMSF NOMO) SEE SHEET 2 (0) ANCHORS SHALL BE INSIALIED FOLLOWING ALL OF THE RECOMMENDATIONS ANG SPEWICoTIONS OF THE ANCHOR'S MMUFArTUR�R
<br />3. ALL ALUWNUM SHEET METAL USED AT CLMFIES 54ki HAVE M05-H14 ALLOY 8 PANELS MAY ALSO, BE INSTALLED HORIZONTALLY rOULOMNO INSTALLATION DETAILS SHOWN ON SECTION I TkEOMKTf4 6 (SHEETS 4
<br />C ALL STEEL SHM METAL PANELS SHALL HAW STIRJCTORK QUALIFY STEEL, ASTM A-653 GRADE 80 MINIMUM, G-60 GALVANIZED IFIRGUGH 5) 1EXCEPT THAI HEAOCRSQ &Q SHALL NOT BE USED,
<br />STEEL OMMOT40N W/F`Y� 972 "I (AFTER ROLLED). 9, R' "Ll RE THE RESPONSIBILITY OF THE COMPACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER 13 TO BE
<br />ATTACHED TO INSURE PROPER ANCHOERACC THIS S4U?nP SHALL ONLY BE AT' ,AtW-n TO C04CFITE�, BLOCK OR WON FRAME
<br />5, ALL SCREWS TO BE SIAMILM STEEL 304 OR 41MO AISI SERIES Ott CORRWON RESW,AM COATED CARBON STEEL AS PER DIN BUILDINGS .
<br />500 � 8 Vil 50 kit YltLO STRENGTH A14D 90 k1i TENSILE. STRENGTH AND $HALL COMFI V W/ FLORIDA BUILDING I.IODE WPONO
<br />241 3.5.4- , EACH REGULAR STORM P94EL Wff4 LENGTHS OVER DW� AS PER SEC S I W, 3W & 4W ON
<br />lit CTIONS 1, Z 4. 5, 6 AND ALTER44TNT
<br />SHEETS 4. S. 6 & 7 RESPECTNELY. SHALL HAVE A LEC48LE AND READILY VISIBLE MARKING [INSTRUCTING OWNER OR TENANT 70
<br />E. BOLTS TO BE ASTM A- 307 GALVANInD STM- OR AISI W4 SERIES STAINLESS STEEL. WITH 256 I. ML41MVM YIELD STRENGTH, SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PIERICTIS OF HURRICAM WARNING
<br />7 ANCHORS to WALL SHALL BE AS FOLLOWS; It- THE INSTALLATION CONIR4VOCIE IS to SIAL/CAULK ALL SHUTTER COMPONENT EWES WHICH RIEMAN IN 00MINLiOUS CONTACT With
<br />THE BUILDING To PIRMNIT WM/RAW INTRUSION
<br />(A) Tajzwlmg�swomv
<br />- 1/4'o TAPCON ANCHORS AS MANUFACTURED By 17,W PJJLOEX. INC. fhlt-� F-3`19? p,.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPIECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNO REGULATIONS
<br />- 0 x 7/11' C"-IN ANCHORS, AS M44UFACIIJOED By DEWALT INC PROVIDED EY THE �URISEC[CTEDNI WHERE PERMU IS APPLIED TO.
<br />�/4'
<br />- /4'0 - 3/4" SCUD-SV "HOPS, AS DISTRIBUTED BY AJI. POW SCREW. GMT & SPECIALTY CO,
<br />13� (0) THIS PROGILICT EVALUATION DOCUMENT (F.E,D) PREPARED Of THIS ENGINEER IS GENERIC AND DOES MT PRMIDE NFORIANTION
<br />(mi.. V3000
<br />p�s.L)
<br />- 114-10 PANELMAIT FEMALE 0 & PANIELMOTE PLUS ANCHORS, AS WANUFACTURED BY FLCO CONSIRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, I-*. WHERE THE SITE CONDITIONS DE144TE FROM THE P-ED
<br />- 1/4-0 ZAMAC MOULIN ANCHORS� AS MANUFACTURED BY DEWALT, INC (b) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PURCHASE AND s?--JALL,4T;CN, INCLUDING LIVE SAFETY OF THIS PAWLICT
<br />FROM THE CONDITIONS DETAILED
<br />011) UINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCOCTS SHALL Of I �i,/4'; 2' FOR ELCO, PANELMATE AND BASED ON THIS PE-O, PROVIDED %Sk ON THIS MMUMENT.
<br />� CONSTRUCTION SAFVY A7 SITE IS RLWONS101,01
<br />I G�
<br />,ACTZ�SOEIMTE
<br />4 1/4' FOR 7AMAC NA I ANCHORS.
<br />(c) THIS PRODUCIt EVALUATION DOCUMENT WILL BE CONSIPERED INVALID IF MCOOF3ED
<br />A.2) CALK-64 & SOUD-Sn ANCHORSt SHALL BE EMBEDDED 7/6' MD THE POURED COKRVTE� NO EMBEDMENT Iwo
<br />SRI= SHALL BE PIRLIfrTED. 1/4' 0-10 SCREWS USED SHALL BE 1 1/2" LOW. NANAMUM SHOULD STUCCO EXIST, (6) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RIEO,�tSIERQU ENGINEER OR W,HnCt WHICH WLL BECOME THE
<br />AND I' MINIMUM FOR WALLS WTIT4 NO STUCCO. Alto MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD 4COA FOR THE PROWECT AND WN9 WILL BE RESPONSIBLE FOR THE,
<br />I&CANEER
<br />BUT *014 WIND NUTS PROPER USE or THE RED, OF REOORID� AVONO AS A OCIECATO ENGINEER TO THE
<br />I
<br />RED ENGINEER, SHALL VJBMIT -0 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />") IN CASE THAT FWCAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE
<br />EXISTING WALL OF FLOOR. ANCHORS SWAU BE LONG ENOUOH 19 REACH THE MAIN STIRUCTIURE' BEHIND SOCH PANELS THIS P.E.D. SHALL WAN THE DATE AND ORIGINAL SEN. AND SIGNATURE OF THE PROFESSIONAk
<br />ce)
<br />I
<br />ANCHORAGE SHAU- RE AS MENTIONED IN XI) AND IN &2), ENGINEER OF RECORD THAT PREPARED IT
<br />P) M-OMbr,&29-REM,--MK"f�,L-ASDL-�--M� It, SHUTTER MANUFACRAWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- 4 TAPCCN ANCHORS AS MANUFACTURED BY I I, W ROLOCK. INC. PANIEL SHUTTER IN ACCORDANCE WITH SECTION 1709,92 OF FLOINKNI BUILO4141; COOE- ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY MTH sErnON t7Q9.9.3 O,- THE
<br />- lff#* v 7/8' CAUK-IN ANCHORS, AS MANUFACTURED BY OEWAU, INC. FLWDA BUILDING COOEl
<br />_ F"4 )I .V4- SOLOO-SET ANCHORS, AS DISTRIBUTED W ALL POINT SCREW, BOLT & SPECIALTY CO
<br />- #I#- 10 PARELMATC FEMALE ED AND PANELMATE PLUS ANCHOR% AS NVINUFACIURED By ELCG CONSTRUCTION PR?
<br />,VW01111104,
<br /> %.
<br />- 1/4' 0 ZAMAC NAILAN ANCHCIRS� AS 4ANVACTURED Sit DtWALL IN'-
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<br />\�CFN `,� s- FLORIDA BUILDING ME kWh vel"ROO Nu cone Zan
<br />Mori( UNIT SHALL Be I V4, : . -- -1-1 I—- -- Q Lon
<br />�, .Mo 11LIEW, We 111.
<br />-,N At SULG-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCAFTE aLOCIF 11 , 67 ` 1 24 CAGE GALVANIZED STEEL STORM PANEL 00" MT
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<br />STUD AM SHAI L BE PERMITTED. 1/4- OA200 SCREWS USED SHALL, BE 1 1/2' LONG MINIM S uj�.. * <z - - ei/t7/2010
<br />AND I' 41NIMVM FOR WALLS WITH NO STUCCO- S . !1.��-� ULC.
<br />STATE F � , 11 / IL ECOosm \ GLOBAL PROTECTION PRODUCTS, om
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<br />0,3) IN tAr THAI PRDCA:$T STONE OR PRECAST CONCRETE PANELS, W=- OR WOOD BOARDS BE EOPU�ME`zom ., "' 14M $IV $1 STROW -
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<br />SEPARATION I LA --I ON SHEET 3) � I (SEE SCHEDULE
<br />I .1 S I I -, : r19 i:��- I � PLATE REQUIRED I I I So + -- -----j
<br />TO SUM . L ! 01 i "' L I ------ � ) I - ct) ON SHESST 3) " 0-
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<br />, ---' -- -1 1, INSTALLATION ARE MY VAUD FOR MM, AL .. - �: - I , NSTALWION ARE DAILY VAUD POR MAX. A,S,D i *: - -,
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<br />: 0.44167 '. S- 41021) WOOD. 0,,t 24 GAGE GALVANIZED STEEL STORM PANEL OlA NOTE SO, I . NO. 44167 .. mw I'mo, INC, F`F� TOP & BOTTOM MOUNTINGS, CAN BE --.*Y --- .1m lemm mr, 24 GAGE GALVANIZED STEEL STORM PANEL lv� <
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<br />3 *, **1 04" w, DESIGN PRESSURE RATING (p.0) AND PANEL LENGTHS - : :*= COMBINED IN ANY WAY 70 SUIT ANY AS PER SCHEDULES ON SHEET 3 A 11
<br />� " * , OANMI ft STATE OF $
<br />: . * 4-,z- -1/0/0" TOP & WTTOM NIOUNMNGS CAN BE ; AS PER: SCHEDULES ON SHM 3 (EXCEPT FOR Z . * z -/0/2M INSTALLATIONt, 2- FOR NFIAO WOOD FRAME CONSTRUCTION: WOOD ,,- - m
<br />E.O. - EDGE VISIANCE GLOBAL PROTECTION PRODUCTS, LM vm� COMBINED IN ANY WAY TO SUIT ANY � WERNATE 2W) 1 -' STATE GLOBAL PROTECTION PRODUCTS, LLC. uqt� I MEMBERS TO BE W/ S �. - - I I L I E C 0 im c' \ GLOBAL PROTECTION PRODUCTS. LLC. AT"D ML'
<br />(SEE SCHEDULE ON JOP & BOTTOM MWNTINGS CAN BE z teso SAL 61 liteot IWALLATIW 4MC, Ss. SO Tow �',, ,
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<br />SHEETS TJ -SCA" .-LOAIOJ�. "LUT TESIA. . 2 '-,,,O, .�O;tm DENSITY OF 0.55 OR EQUAL - .wV11 VFW
<br />� aim FL 353,4 IMWE. FL 3mm - .* gl!pm.
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<br />INSTALLATION, 10 vi;v" - DRAWING NO,: MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC - � i; - i��OWOP I- X�EVVAROIIR-Nm 71O I. LIHI I - - - - FAII, 4
<br />� INANItnot " . DENSITY OF 0.55 OR EQUAI, - I - I. OWWWOO No C4-om�2 .1 - 1- DRAWING A- <
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