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<br />SECTION 3A SECTION 4A SECjjQN 48
<br />2 HEOW PANEL 2-M&EWIMEL 0 REGULAR PANEL 0 WFE SAFETY PANEL
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<br />SCHEDULE MR F.D. MISS THAN INDICATED ON
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<br />0 INSTALLATION
<br />I&LLm
<br />58
<br />9 LIFE SAEM PANEL
<br />WALE .1/8 .-I "
<br />I ' No. 44167
<br />P.r VALINO"ATURE/wE
<br />= E
<br />.B a
<br />0_ L)
<br />FLORIDA BUILDING CODE (High Velocity No cone Zom
<br />0- MTM -
<br />210 GALVANM=M STEEL STORM PANEL
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<br />O',XONI IN,
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<br />GLOBAL P"OTE"."OH PRODUCTS'
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<br />NOTES: VALID E-7 xm
<br />I E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VEFFFTED FDR COMPLIANCE IN 8,J) MINIMUM 043COMENT OF TAPCON ANCHORS AND PANEI.MATE FEMALE 10 6t PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WMI THE 2020 (1(11 EDITION) OF THE FLORIDA BUILDING CODE, BLOCK SHALL, a 1 1/4-
<br />IPA we R I CALK ANCHORS SHALL S 8 INTO CONCRETE
<br />FOR A WIND SPEED AS REWIRED BY THE 4UTOISDICTION WHERE I BE INSTV NO EMOMMENT ,ENT
<br />SHUTTERS WILL
<br />tm
<br />FOR A DACCOONAWY FACTOR us EXCEED THE .IV 61m 1/4' 0-20 IS )EVALK WT$ USED SHALL BE LONG ENOUGHiSHOUL" ANY ;14W MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, MADE 3/4' TWO ANCHORS,
<br />IN OMER TO VERIFY THE ABOVE CONDITION, ULTIMATE UESION WIND LOADS DETERMINED PER ASCE 7-10
<br />SHALL BE FIRST REDUCED TO &S.M DES19N WIND LZAMSY MULTIPLYING THEM BY 0.6 IN ORDER To 8.3) IN WE TKAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W1 MAX. (ASO) DES*N PRESSURE ROINGIS INDICATED ON SHEETS IS & M ANCHORS SHOcl BE LONG ENOUGH TO REACH THE MAN STRUCTURE K19ND SUCH PAJOS, ANCHORAGE
<br />SIMI BE AS MENTIONED IN BA) AND IN B.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRMMA = INCREASE
<br />WINDLOADSAND
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS SM USED IN THEIR ANALYSIS FASTENERS SPACING TO WOW HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N-D.S. Z015- (C) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURCIT
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RMWANCE HAS BEEN VERIFIED IN ACCOROWE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER "MMMON TEST[Nr LASMTORY, INC, REPORT 0 2032, AS PROTOCOLS TAS-201� 11 ITT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HAS BEEN DESIGNED PO BE INSTALLED ON THE OUTSIDE Or THE OPENING A,"CMWG IK OPENING FROM THE OR WOOD FRAME BUILDINGS
<br />I INSIDE W/O THE USE OF A LADDER OR UFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO at PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONLNIT EDGES WHICii, REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WIN THE BUILDING TO PREVENT WINO/RAN INTRUSION CAULK AND SEAL. SHUTTER TRACKS ALL AROUND FULL
<br />3, SERIES TODD INSTALLATION IS APPLICABLE TO S_4�E AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOURED fO BE LENGTH,
<br />-
<br />PERFORM EO FROM THE INSIDE or STRUCTURE, 13 STORM PANEL nSTAUATTON WALL COMPLY WITH SPECS INDICATED IN THIS 0TOWINC PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />a. SERIES 2000 INSTALLATION IS OkPPUCASLE TO SINGLE AND DOUBLE HUNG AND HORRONT& SLIDERS STYE WINDOWS WHEN
<br />INS7ALLATION IS REQUIRED TO SE PERTORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM WINDOWS AXID DOOM, WC. E - Z HANG STORM PANEL SYSTEAI- IS PATENT MOM.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE 60.1-75 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15, (4) MtS PRODUCT EVALUATION DOCUMENT 1PE-0.) PREPARED BY THIS ENGINEER IS MERIC AND DOES NOT PACMDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; I... WHERE THE SITE CONDITIONS DEMATE FROM THE P_U
<br />6, ALL ALUMINUM SHEET METAL USED At CLOSURES SHALL HAVE 3105-HI4 NJUDY,
<br />JW CONTRACTOR TO BE RESPONSEELP FOR THE SELECTION, PURCtME AND INSTALLATION INCLUDING LSE SAFETY OF
<br />7, ALL STEER- SHEET METAL PANELS SHALL 14AVE -STRUCTURAL DUALITY STEEL AS3M A-1553 (RADL SO thin, MUNNIZIED STEEL THIS PRODUCT BASED ON THIS PZ,D. PROVIDED HE/SiAE DOM NOT DEVA71, FROM THE CONEATIONS WAITED ON
<br />DMGINkt" WIFy- 58.5 Mm (AFTER ROLUMI, THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSAII.M.
<br />6, ALL SCREWS TO HE STAiNUCSS STEEL "A DR ��16 MST SERIES OR CORROSION RCS15NAT COATED CARBON STEEL AS PER ON (-) THIS PRODUCT EVALIJANON DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED,
<br />WO)IS W/ 50 "I YIELD STRENGTH AND 90 W TENSSTRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.334
<br />Id) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHiCH WILL
<br />IL BOLTS TO BE ASTM A-3a7 VANSORSTEEL, OR AIJ 304 SERIES STAINLESS STEEL, WF,'H 35 MN MINIMUM VT" STRCNCTH� 9 CON: THE ENGINEER OF RECORD (ED.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR T14E PROPER
<br />USE OF TM PE,O. ENGINEER OF RECORD. ACTING AS A DELEGATED, ENGINEER TO THE P,E.Di ENGINEER, SHALL
<br />10, ANCHORS 70 WALL SHAU SEE AS FOLLOWS: SUBMIT TO MS LATTER THE SIT SPECIFIC DRAWINGS FOR REVIEW
<br />(A) TD EXIO& POUBEQ_Qh&BM,
<br />(.) THIS PZD. SHALL MAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PIODITISSIONAL ENQINEER OF
<br />- 1,I`4-0 TAPCON ANCHORS AS MANUFACTURED, By ITW, EVILDEX. INC. (Mik f'3192 p,Li) RECORD THAT PAM-ARED IT
<br />- I/4* o x 718' CALK -IN ANCHORS;. As MviurAmRED BY DEWALT INC. (MIN. 1'..3000 1,,i,) 16. STORM PANEL MANTIFACTURE111 LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />- 014-10 PANEUMATE FEMALE ID & PANELUATE PLUS ANCINCASi. AS MANUFACTURED BY ELCO CONS my-mN PRODuCTE,
<br />ACCORDANCE *IN SECTION 1709-9.3 OF FLORIDA BUILDING CODE ONE LIBEL SHALL BE PLACED FOR EVERY OPENING,
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