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<br />: 1. WSTALLATION ARE ONLY VALID FOR MAX� kS,D. : No� 44167 ` B law Tum m F'_
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<br />ART" IA 2020 (7th EDITION) Or W FLORIDA BUILDING CDM THIS STORM PANEL SNAL-1, NO BE INSTALLED AT HIGH - j 4-10 PANEUMAIE FWAVE 10 AND FANELMAXE PLUS ANCHOAS� AS MANUFACTURED ITT ELCa CONSTRUCTION Go
<br />VELOCITY HURRICANE ZONES (WAMI-DADE / BROWARD COUHTIES)� - 114-0 LAG SCAM PER 4,03,
<br />DESIGN WIND LOADS SHALL K DETERMINED AS PER SECTION 1609 Or THE ASOW MENTIONED CODE, FOR A BASIC WIND _ 7/16,* . Slar WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECIALTY CG
<br />SPEED AS RlEQUIREID ELY THE AMISDICAOR WHERE STORM PAW WILL BE IN57ALIED, AND FOR A DIRICCIVIALITY FACTOR
<br />90-0-StI. USING ASCE 7-16 AND SHALL NO EXCMD TME MAXIMUM tA-SDJ OOACN PRESSURE RATINGS INDICATED ON SHEETS C 1) ANNIMUM THIREMIED PENETRATION INTO WOW OF TAPCON ANCHORS SHAUL BE I t/V AND r FOR ELCO PANEUMIE PLUS
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<br />IN ORDER TO VERVIRY THE ABOVE CONDITION, ULMATE DESIGN WW LOADS DETERMINED PER ASCZ, 1-16 SHIALL BE FIRI
<br />REDUCED TO A634, DESIGN PRESSURE RATING 13Y MULTIPLYING THEN BY CA #4 ORDER TO 1-04PARC THEM W1 MAX (ASDI 3 C,2) MINIMUM THFICADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 1/2*, NO THR'Esws)
<br />DESIGN PREMURt MINOS INDICATES ON SHEETS I 9 THRU IZ & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRED'IRFIMM ION
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<br />STORM PANEL'S ADCOUACY MR URPACT AND WOO RESISTANCE NO BEEN VERSIED IN ACCORDANCE WITH SECTION IfiCKIL20F CA,s MINIMUM PENETRATION OF WOW BUSHING SHALL. OF S/V� 114� 0-20 SCAM USED SHALL BE 1 1/2- LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOOTH "IDA REPORTS J10834.01-01 AND OVS02-09, AS SHOULD $11COD "IST, AND I- MINIMUM PGR WALLS WITH NO STUCCO
<br />PER SM t2-0 So AM C130-02 STANDARDS, AND AMERCAN TESTING LAS SOUTH FLORIDA REPORT #IVk1DI-1O AS PON
<br />TAS-201 AND US-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCOROAPACE W/ SEC110M $IN OF THE CA) IN CASE THAT PRECAST SOME. OR PRECAST CONCAM PANELS, $PUCCO Or, WOOD SOAA% BE FOUND ON IKE EmSnNO
<br />FLORIOA BUILDING CODE WALL. ANCHORS SHALL BE LOW' ENOUGH TO REAC14 THE MAIN STRUCTURE BEHIND SUCH PANELS,
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & C,4)
<br />2. ALL ALUMINUM EXTRUSIONS TO HE 60&3-�5 ALLOY AND TEMPER (UNLESS OTHERWISE NCIED)� SEE SHEET 2 (D) ANCHORS SHALL HE WALLED FOULOVING ALL OF THE rieCOMMENCLATIONS AND SPIEDF)(74PONS OF THE ANCHOR*$ MANUFACTURER-
<br />31 ALL ALUMINUM SHEET METAL USED AT C1.650RES SHALL HAW aIOS-HI4 ALUOY� 8 PANELS MIN' ALSO BE WALLED NOROONTALLY FOLLOWING INSTAUAT" DETAILS SHOWN ON SECM14 I THROUGH 5 �SHEETS 4
<br />4. AJA STEEL SITEET METAL PAWLS SHALL HAW STRUCTURAL OULAITY SWEL. ASOo A-GW GRAVE 80 MINIMUM, C-60 GALVANIZED THROUGH % EXCEPT THAT HEADM(D &(1) SHALL TIM BE USED.
<br />STEEL DESIGNATION WIFY- '32-2 kP (AFTER ROLUED). 9, !I SHALL St THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE 57RUCTURE "ERE SHUTTER IS TO BE
<br />5� ALL SCREWII *TO OF STAINUM STM. 304 OR ITS AJS� SERIES 09 CORROSION RESISTANT CONTED CAR" STEEL AS PER 044 ATTACHED TO rNSURE PROPER ANCHORAGE. THIS SPUTTER SHALL ONLY BE ATTACHED TO CONCRETES, BLOCK OR WOOD FRAME
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<br />V. SOLIS TO BE WIT A-307 GALVANIZED STEEL OR AM _T4 SERIES STAINLESS STEEL WITH 36 k.- MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7. ANCHORS TO WALL SHALL BE AS POILOWS, I 1. THE INSIALLATION CONTRACTOR IS TO SEALICA" ALL SHUTTER COIAPONENT E04XS WHICH REMAIN IN CONVINUOU$ CONTACT WON
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<br />CONSTRUCTION IWETY AT SITE IS TRE CONTRACTOP'S RESPONSIBILITY
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<br />(t) ThIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED W" IF MODIFIED.
<br />A,21 MR-W & SOLD-SEI ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURM CONCRi-TE- NO EMBEDMENT INTO
<br />STUCCO SKNI BE "M, 1/4� 0-20 SCREWS USED SHALL RE I 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (4) SPE SPIECIfiC PTICUECTS SHkL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHPIMt ftICH WILL BECOME THE
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<br />SUIT WITH WIND NUTS PROPER USE OF THE To EDr EW104EM OF RECGRD� ACTING AS A MECAPEO 946INM To THE
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<br />(0) i 14. SHUTTER MAINUFACTURMS LABEL SPAIL BE UDCAIW ON A RrMLY VISIBLE LOCATION AT SsTGAM
<br />- By I Tr W, quiLLWIT. m� PANEL SHUTTER IN ACCORDANCE WITH SECTION 17W9.2 OF FLORIDA BUILDING CODE, ONE LABEL
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<br />9.2) CALK-114 4F $OUO-MT ANCHORS SHALL HE EMBEDDED 7/8- 11470 I CONCRETE BLOCK . - .isIov m-, - 24 GAGE GALVANIZED STEEL STORM PANEL M
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