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<br />WIN THE 2020 (TIP EDITION) Or THE FLORIDA BUILDING CODE_ THIS STORM PANEL SHALL NOT 13E INSTALLED AT RICH - #1 A- 10 PANELIANTE FLUALEE ID AND PARELMATE PLUS XW4ORS, AS MANUFACTURED BY ELCo CONSTRUCTION Pxrooucm
<br />VELOCY HURRICANE ZONES UNAML-OADE / SRUWARD COUNTIES) - 1/4-6 LAC SCREWS PER WD-S
<br />OCEIGN WIND LOADS SNAJL BE DETERMINED AS PER SECTION 1609 Or NE AEGVE MENTIONED COGS, FOR A 5ABAc WIND - 7/16'0 , 5/5" WOOD BUSHING� AS DISTRIBUTED ITY ALL POW SCREW, BOLI Ar SFECALTY CC
<br />SFEED AS 'EWRED By THE 4ERISDiCTION WHERE STGRA PANEL AWE BE INSTALLED, AND FOR A DERECTIONALffY FACTOR .
<br />KTP�olft USING A$CE 7-H5 AND SHALL NO EXCEED THE MAXIMUM "O,) DESIGN PRESsun RATINGS !ftDv,TCP ON sHEcs C 0 MINI UM THREADED PENETRATIEN �TC WOOD OF TAPCOk ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANEUM&TE PLUS
<br />3. 9 THRU 12 & 17, 18 AND PARCUMAILE FEWLE IV
<br />IN ORDER TO WRAY THE AH01rE 00NIPMOIN ULTTMATE DESIGN WIND LOADS DETERMINED PER ASCE -7-16 V-14LL HE FIRST
<br />REDUCED to ALS G OESIGN PRESSURE RATING BY MULTIPLYING THEM & 0.6 IN ORDER TO COMPARE THESE W/ GWX CASD.) r- 2) MINIMUM THREADED PENETRKTION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE I I /2- 14G THREACIED
<br />DESIGN PRCrSuRE RATINCS INDICATED 04 SHEETS I, 9 NRV 12 & '17, 18 PENETRATION INTO TUCCO SHALL E CONSIDEREO AS OF 11 R I ED R
<br />IN GROEP TO PIFY 7kkT ANCHORS ON THIS PE�D AS TESTED WERE ACT OVER STRESSILD., A ,I3R INCREASE IN ALIOW49LF
<br />STRESS FOR WIND WADS WAS M7 U= IN THEIR ANALYSIS. FASTENERS SPACING IT) WOOD HAS MEN OOTRMINED IN C,!) MINIMUM EDGE DISTANCE OF LAII SCRM INTO WOW SHALL BE AS NUICATED IN T1413 MWtNG
<br />AccoR E WITH N.D.S. 2018
<br />STORM PMFL'S AuQuAcy FOR woALI AND WIND RESISTANCE HAS BEEN VERfrfED IN ACCORDANCE W" SECTION 160.1 2 OF CA) MINIMUM PENETRATION OF *000 BUSHING SHALL BE 45/45� IzI4* f-2Q SCREWS USED SHNI BE 1 1/2' LONG MINIMUM
<br />THE ADOVE WENT"- ED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS "I114DI-OT AND ta?I9G2-D9. AS SHOULD -.W-CO EXIST. AND " MINIMUM FOR WALLS WIN NO STUC'C0
<br />PER SSTO I29 & ASTM C 330-02 STANCARDS� AND AMERICAN TESTING LAB SOUTH FLORIDA FTEPORT jti-23,01-10 AS PER
<br />C53 -N CASF THAI PRECAST StCNL, Go PREGAST COLACRIETE PANELS, STUCCO GA WOOD BOARDS BE FOUND ON THE EJQ",NC
<br />TAs_2Qj ,HD TA3_2O3 PROTOCOLS. AND ,5 PER CALoULAFGHS PERFORMED IN AC.CoRMNEr W1 SECTION 1604 OF THE
<br />� WALL. ANCt4ORS SHALL BE LONG ENOUG14 TO REACH THE MAIrl STRUCTURE BEHIND SUCH PANELS.
<br />, o 'CA ou"C"' CODE ANCHORAGE SHALL, BE AS MENTIONED IN C 1). C 2) & CA)
<br />� A- ADMUM EX
<br />� A:�' UI FRISION5 To BE oo"_�b ALLoy AND TEMPER Wwtss CTkrpW1sp me") sa sHerr 2 (b) ANCHORS SHAEL BE INSTAI-M FULLUONG ALL Of THE RECOMMENDATIONS 000 SPECIFKARONTS CA FHT ANCHOWS MANUFACTURER
<br />3 ALL ALUMINUM .SHEET METAL USED AZT CIOSQRFS SHALL IAA�,T 3H)5-HI4 A41DY 8 FIANELS MAY ALSO BE INSTA,I,JED HORIZONTALLY FOLLOWING IM5TALE&". DETAILS SHOWN ON SECTION 1 THRMIGH 6 f'+EF,TS 4
<br />I sKm.L NOT tit usro.
<br />4 ALL STEEL SHEET METAL PANELS SHALL NKvE '0?tK,TUFM1 QUALITY STEEL, ASIN A-653 GRACE So MINIMUM, G-E6 GALVANIM PIROUG. 5) EXCID1 THAT HENI
<br />"EEL LIESIGMTHIN W/FY� S22 tvr� (AFTER ROLLED). 9 ff SHiIA-L BE THE RESPQRSIBILM OF THE CONTRACTOR TO VM_,Y IMF SDUNDHESS Or THE STRUCTURE WHERE sHUTTER 15 To BE
<br />AT'ACNED TO INSURE PROPER ANCHORAGE THIS SHLYTER SRALL ONLY BE ATTACHED TO CONCRETE BLOCK DR WOOD FRAME
<br />5 ALL SCREM To RE STAINLESS STEEL _304 DR 116 AISI SERIES OR CORF0qoN RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS
<br />50016 W' 50 L.i YTELLI STRENGTH AND So - TENSILE STRENGTH .AND SHALL COMPLY W1 ILORMA BUILDING CODE SECTION '1`4
<br />211 I 33 " 10 EACH REGULAR STORM PANEL WTH, LENGTHS GVfR SD'� AS PER SECONS 1, 2, 4� 5, 6 AND ALITANATArE-5 IW, 3W & 4W ON -3 ,
<br />SHEETS 4, 5. 6 A 7 RESPECTNTLY: SHALL HAVE A LEC40LF ANC, READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />6. BOLTS Tr, BE ASTM A- 507 GALVMIZED WC-L OR AISI M� SERIES 57JUNLES5 STEEL, VATH 26 tn� M'4'.M,M YIELD STRENGTH SECURE PANFIS WITH APPUCARLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING �3
<br />I
<br />7 AXCHCRSS TO WALL SHALL BE AS FOIV%YS� I I, FINE INSTALLATION EONTRACTOR IS to SFAIE/CAULN All. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONIALI WITH
<br />!r
<br />(A) TOJQXMKI.."pm��Cme-= THE BUILDING to PREVENT A1NC/RMN INTRUSION
<br />- I/4-# TAPCON ANCHORS AS ~ACTVRLO BY I I.W BUILIXX, INC- fMiP (�411 92 P x, i I� STORM PANEL INS7AUAIIQM 9A&LL COMPLY WIN SPECS, INDICATED IN NIS DRAWING rLUS ANY BOWING 41D 20NNO RECULAY1014% -.-
<br />I- IJ4' 0 � ?/O' MK-A ANCHORS, AS MAINUFACIURED 81 OEWALT rNC P"DED BY THE j0RiSWTjOA4 WHERE PERMH IS APPLIED TO,
<br />-/A' 50 ffj-SET ANCHORS , k5 VISTRIS(HILD BY ALI PONT SCREW, OCIA, A SPECIALTY DO
<br />- 1/4'.�, , L - DOES NOT RMEE NrORMATTON
<br />, I,I (a) THIS PRODUCT EVALUATION DOCUMENT (FIEV) PREPARED W THIS ENGINEER IS GENERIC AND P I , _j
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<br />,� 'Cau P.1 f ) PANEIMATE PILLS ANCHORS, AS MANUVALTURVI ff' EUCO CONSIRUCTION PRODUCTS. F ,-:)
<br />- #14-10 PANELMATE FEMALE 'D & .OR A SITE SPECIFIC PRELTEC', - WHERE IE SITE CONDITIONS DEVIATE FROM THE. RE D -
<br />- 1/4'e ZA4AC NAI.LN ANCUOPS� AS WANUFAC-sURED R DEWALT. WC (b) CONTRACTOR To RE RICSFORSEI FOR THE SELECTION. PURCHASE Mo INSTALLATION INCLUDING LITE SAFETY OF THIS- rRQOUcT. 111
<br />EASED ON THIS RED PROIADE HEI HE DOES Not OFxIAIE FROM THE CONDITIONS DETAILED �AN THIS DDCUMENT
<br />A 1) MINIMUM EMBEDMENT OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 �1/4% 2- FOR ELCQ PANELMATE AND CONSTRUCTION SWETI Al �Ii�% THIS CONTRACTOR'S RESPONSIBILITY
<br />1 ,�/4" PER ZAMAC NAUN ANCHEIRS,
<br />(C) THIS MDUCT EVALUATION DOCUMENT WILL BE CONSIDERED W" IF MOP' ]ED
<br />A,Z) CALK�N A, SDUD-SEI ANCHORS SHAIL BE LIABLEDDI'D 1/8� 4NIU, T�CE POUMD CQNI -to EmKomrNT INTO,
<br />srrucco eALL BE PERMITTED. I/e *-2o SCREWS USED SA41 BE 1 1/2- LONG MINIMUM SHOULD STUCCO 1`20SI, (�J) 5fTE SPECtf-C ' PROjECTS SHALL RE PREPARED BY A FtORCOA R5CtMRQU ENGINEER OR ARCHITECI WHIC� WILL DECOmE THE
<br />AND " MINIMUM FOR WALLS WITH NO SWCCO. AND MAY GE HEADED SCREWS OR ALL NFEAMO SCROWS W/O HEAD, ENGINEER OF RECORD (E,O,R) FOR THE PROdEC,T AND WHO WILL BE RESPONSIOLE FOR THE
<br />BUT wrNi wmic Nuys PROPER USE OF THE P EP ENGINEER OF RECORD. AOINO AS A DELEGATED CROW "L TO THE
<br />PE�D ENGINEER, %�L SUBMIT TO NIS tATTER IME StTE SPECIFIC DRAWINGS FOR Fmmcw
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<br />A.J) 01 CASE THAT PRECAST MINE- PRECAST CONCRETE PANW� PAVERS, STUCCO OR WOOD SOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANC*�PS S)Wi BE IONIC rROU511 TO t"7.8 THE MAIN STRUCTURE BEHIND SUCH PANELS W THI$ PE.3 SHALL' EM THE DATE AND ORIGINAL SEAL AND SIGNATURE QT THE PROFESSIONAL
<br />ANCHORAGE SHALL BE A,9 MENTIONED IN &1) AND IN 12) ENGINEER OF RECORD THAT PREPARED IT
<br />IS) TQ_10_TLN��__CV_Nf�W_r_WA_L AFN 9=N i4 SRUI MMUFACTUREA'S LAM SHALL BE LOCATED ON A REACILY VIVSLE LOCATPON AT STORM
<br />PANEL SHU ER IN ACCORDANCE WITH SECWIN 1709.92 OF FLORIDA BUILDING CODE, ONE LABEL
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<br />- :/4' IF TAPOON AKHORS AS MANUFACTURED BY I I A RUP.DFX, INC, CAALL BE P77LACED FOR EVERY OPENING LABELING T1 COMPLY WM,4 SECTION t7 or
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<br />- -41 ,\Ci� � FLORIDA BUILDING CODE (Non High Velocity Hu cane Zone)
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<br />OLDCA UNIT SHALL BE 1 1/4 _j ..." - -
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<br />f0,44 67 ., : : 1 24 GAGE GALVANIZED STEEL STORM PANEL I
<br />It .) CALN -- IN & SOLD -5ET ANCHORS SHALL BE EMBEDDED ?/a* INTO THE C014CRM SLocK UNIT. No PERT . ,,,
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