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<br />61/4
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<br />44167
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<br />FLORIDA BUILDING CODE (Won High Velocity H catle Z04A
<br />1, INSTALLATION ARE ONLY VALID FOR MAX, xS.0, NO. 44167 r '
<br />DESIGN PRESSURE RATING (p�sf) AND PANEL LENGTHS 24 CAGE MVANMEO STEEL SFORU PANEL MAVN
<br />TOP BOTTOM MOUNTINGS SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />CAN BE AS PER
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<br />W.W.J.11.10 WA= G - 0.0 MAI'L
<br />DMOCUMENT (PCM) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE AS MANUFACTURED RY LT.W, BUKOEX, INC
<br />WITH THE 2M (-hh EDITION) OF THE FLORIDA BUILDING CODE. THIS $TERM P94EL WALL NOT BE INSTALLED AT HIGH #4-10 PAIAEUAATE FEMALE 10 AND PANIELWE PLUS ANCHORS. AS MANUFACTURED BY F400 CONSTRUCTION PRODUCTS
<br />VELOCITY HUIWANE ZONES (MMAII-DAM / ]MROWNRO 0011100)� 1�4*0 LAO SCREWS PER N.C.S.
<br />=;ON WIND LO" SIML K DETERMINED AS PER SECTION 16N OF IRC ADOW WMNED CODE FOR A BASIC WINO 1,/16'0 1 S/S* WOOD GUSHING. AS DISTRIBUTED By ALL POINT SCREW� BUILT & SPECIALTY CO -
<br />SPEW AS REQUIRED BY THE AMISDICTION WHERE STORM PAWL WILL BE INSTALLED. AND FOR A FACTOR
<br />90-0,65, USING A%E 7-16 AND SHALL NO EXCEED THE MUNUM (A�SZ,) DESIGN PRESSURE RATINGS INDICATED ON SWEXTS CI) MINIMUM INRrADOO PENETRATION HBO WOOD OF TAPCON AIACHORS $"ALL BE 1 1/2- AND 2- FOR OLCO FARELMATE PLUS
<br />31 9 THRU 12 & 17� IS AND PMELM" FEMALE W
<br />W ORDER10 VERIFY THE ABOVE CONICITON, QUIAAATE OESWN WIND WADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
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<br />DESIGN PRESSURE RATINGS INDOATM ON SHMS 3. 9 THRU 12 & 11. 1& PENETRA71014 INTO SWCO SHALL GS CO AS PART OF THE IRED THREACIED TON,
<br />THAT ANCHORS ON THIS PE.D� AS TESTED WERE W OVER STRESSED, A 3M INCREASE IN ALLOWAOL4
<br />:=VERIFY
<br />10`110VANO W.W WAS 02 USED IN THOR ANALYSIS FASTENERS SPACING TO "DO HAS BEEN DETITIMINEII 04 C�3) MINIMUM COX DISTANCE OF LAC SCREWS, INTO WOOD SK&L 09 AS INDICATED K THIS Mwo;C
<br />ACCORDAWX WITH KD�S. 2018,
<br />SIBRIA PANELS ADEQUACY FOR IMPACT AND WINO RmSTANIM HAS OE04 VERIFIED IN ACCORDANCE WIN SECTION 16091.2 OF CA) U94WM PENETRATION Of WOW FRISHINO, SHALL BE 518'. 1/4' 0-20 SCREWS USED SH4LL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE MENTIONED CCHTE AS PER AMIWM TEST L40 OF SOUTH FLORIDA REPORTS #014 11-01 AND #02IS-02-AHL AS SHOULD STUCCO OOSY, AM I- MONAM FOR WALL$ WITH NO STUCCO
<br />PER SSM 12-99 A ASTV E 330-M STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT 11 123�01 -TO AS PER
<br />TAS-201 AND TAS-203 PROTECOLS� AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W1 SECTION 1604 Of THE C.5) IN CASE THAT PRECAST CONCRETE PANELS, ETUCOO OR WOW WNW BE FOUND ON THE OWING
<br />M CE1=%
<br />FLORIDA SUIL0010 CODE, WALL� AN040M SHALL REACH THE MAIN STRUCTURE BEHIND SUCH FAMELS.
<br />ANCHORAGE SIOU. BE AS MENTIONED IN C.I)� ") III C,4)
<br />2� ALL ALUMINUM EXTRUSIONS TO BE 6063-TO AUOY AND TEMPER. (UNLESS OTHERWISE NOTED)� SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE AM SPECIFICATIONS OF THE ANCHOWS MANOACTUREAL
<br />3� ALL ALUMMOM VISIT METAL USED AT CLOSURES $HALL HAVE ALLOY. PANELS W 4SO K MrSTAILLED HOMONTALLY FOLLOWAO INSTALLATION DETAILS SHOWN ON SECTION I T THROUGH 0 (SHEETS 4
<br />4 AU STEEL SHEET METAL PANELS SHALL RAVE STRUCTURAL QUALITY StW_ A" A-i$3 MOC AD W101", 4-60 GALVANIZED THROUGH 5) EXCEPT THAT HE-41ISSO &(D SKALL NOT BE USED,
<br />STM DESIGNATION W/PY- 92.2 W (AFTER ROLLEO)� 9. IT SKALL BE THE RESPONWILITY OF THE CONTRACTOR TO VERIFY TIM SOUNDNESS Of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5, ALL SCREWS TO K STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESWANr BOATED CARBON STEEL AS PER ON ATIACHW TO INSURE PROPER A"040FACC. " $HVIM $-OALL ONLY K ATIACHED TO COKMM BLOCK OR WODO FRAJw
<br />BUILDINGS.
<br />$00IS W1 50 W YIELD STRENGTH AND SO W TENSILE STRENGTH NO SKALL COMPLY W/ FLORIDA BUILDIRG CODE sacy"
<br />241 I.a�14. 10. EACH REG" STORM PANEL Waff LENGTHS OVER 90-� AS PER SECTIONS 1. 2, A, !l, 6 AND ALITIMTKIES IN. 3W & *W ON
<br />94EM 4. 5� 6 & 7 RESAECTIVELY� $WALL H&C AJOIKE VOCKE M=)NNIG I!M4VCTM ORWER OR TENANT TO
<br />6, BOLIS to BE AM A-V7 GALVANM STM� OR AISI 304 SCRES STARDOM STM VAN 36 W MIMMUM YIEW SIRENG314, URING PZDWY
<br />S&CUM PANELS WITH APPLICABLE REINFORCEMEW HUM kW No
<br />7� ANCHORS TO WALL SKALL HE AS FOLLOWS, 11. T14E INSTALLAHION CONTRACTOR IS TO SFkL/C"X ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CWACT WITH
<br />THE BUILDING TO PREVENT VANO/RW WIFUSI(AL
<br />(A)
<br />/4 0 TAPOON JMSCIR)FIS AS 94WFWIJRW BY 11M. SUIWEX, INC. (UK e-3192 P.,h) 12. STURM PANOL OWALIJUM SHALL COMPLY IATH SPECS INDICATED IN THIS ORAVNQ PLUS AW BUIUNNG AND ZONM REGIAADONS
<br />I11V 0 . 7/0' CALK-49 ANCHORS. AS MANUFACTURED BY DEWALT MO PRWM By THE JURISMIKIN YMM PSANT Is APPLIED TO,
<br />1/4*0 . 3/4" SOLD -SET ANCHO*S, AS DISTRIBUTIM By ALL PONT SO", BOLT & SPECIALTY LID,
<br />(wo. cc-3= p.,L) 13, (a) THIS PRODUCT EVINUA110N DOCUMENT PREPARED BY THS ENGINEER IS GENERIC AND DOES NOT PFVV= INFORMATION
<br />014-It FANELMATE FOMILE 0 & PANELMATE PLUS ANCHORS� AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, FOR A SITE SPECIFIC PR=Cr�� - WH THE SHE 0NDITIONS DEVIATE FROM THE P.F-D.
<br />1/4-0 ZAMAC NAIUN ANC"OPS� AS MANUFACTURED By OCIALT. !Nr- (f;,) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND 0WALLAT" INCUJOING LIFE SAFETY OF T145 PRODUCT
<br />AJ) MINIMUM EMBEDMENT OF YAKON AKHOAS INTO POURED �aOIVGRM SHAkt BE I 5/4�. 2- MR EUCD PANELMATE AND BASED ON TPAS PXD� PROVIDED ME/SHE DOES NOT DEVIATE FROM THE CONDITIONS OCTARLED ON T"S DOCUMENT,
<br />CONSTRUCIDN SWETY AT SITE IS THE COWPLACIQR�S RESPONSIBUM,
<br />I 31e FOR ZAMAC feliLIN ANCHORS.
<br />THISS MIXAT EVALUATION DOCUMENT WILL BE CONSIDERED WWAUD T MODIFIED,
<br />A�2) CALX-01 & SOLO -SET ANCHM $HALL BE EMBEDDED 7/4r INTO IKE POURED CONCRETE NO EMSEOMEW INTO
<br />STUCCO SHkIL Or, PERMITTED, )/A- 40-20 SORM USED SRALL BE 1 1/2- LONG WaMUM "W SIVOCO EXIST, (d) SITE SPECIAC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENSINIES OR ARCHOTMT WICK wat BECOME INS
<br />*0 WALLS WITH NO STUCCO, AND WY BE HEADED SCREWS OR, ALL THREADED SCRJVWS W/O HEAD, SWfEER OF RECORD (E.O.%= PROJECt AND WHO WILL BE RESPOINSOIE FOR THE
<br />;;,r=14FOR
<br />BUT UT& PROPER USE OF THE PEO. OF RECORD, ACTING, AS A MECATIED ENGINES TO INS
<br />PX,D. ENGWa7k SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC WAVANGS FOR REVIEW.
<br />04 CASE THAT PRECAST STOW_ PRECW WKRUE PANELS, PAVERS� STUCCO OR WOW BOMBS BE FOUND ON THE
<br />CASTING WALL OR A-008. ANCHORS WILL BE LOW 9MGH TO REACH1HE UNN STRUCTURE BEHNO SUCH PANELS. (e) THIS P4D_ SHALL SEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SK44 BE AS MENTIONED IN ALI) AND IN AZ). ENGRAMR OF RECORD THAT PREPARED It,
<br />14, SkUTITR MANUFACTURER*$ LABEL $HALL BE LOCATED ON A READIVY VISIBLE LOCAMON AT SMU
<br />144CNIM�MVUWFACTUIREO
<br />N; BY L T. W, BUIUOX. INC� PANEL SHJITM IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORM SUILDNIG 000E. ONE LABEL
<br />SHVU SE PLACED FOR EMERY W001G. LABOUNG TO COMPLY WITH SE0014 1709.9.3 OF THE
<br />7/Ir CALK-N ANCHORS, AS MANUFACTURED BY OFW&T� INC, FLORIDA G"NO GODE.
<br />1/4 0 X 3/4' SOLO -SET ANCHORS, AS D"BUrED BY ALL KINT SCRW� BOLT & SPECIALTY CO
<br />#14�10 PA14UMAM ffl#a ID AND PAMMATE PLUS N404M, AS MANUFACTURED By ELCO ODRSITILACTION
<br />1/4' 0 ZAJAAC NAAM ANCHOAS. AS M41410FACTURED BY DOMILT. VIC
<br />ttj"kA
<br />MINIMUM EMBEDMENT OF TAPCON MONGREL ELCO FAA"ArES AND ZAMAC MUN ANCHOR. INTO THE
<br />ELI)
<br />SLOCK UNIT SHALL HE 1 1/4� .9k FLORIDA BUILDING CODE LRon High Voloccity NO cone Zone)
<br />24 UM MVANIZED rA,
<br />0,I) CAX-IN * SOLO -Sr ANCHORS SANA, BE EMBEDDED 7/8- INTO THE CONCRETE &M UNIT, ND %,44 7 STEEL $FORM PANEL
<br />w"IST,
<br />STUCCO VIALL, BE PERMITTED, IfiV 0-20 SCAENS USED SNALL BE I llr LONG MINIMUM SHOULD
<br />AND I' MINIMUM FM WALLS WITH NO STUcCO. GLOBAL PWMCTM PROMICTS,
<br />T, -0.
<br />LTE C
<br />u
<br />13,�) IN CASE THAT PAIMW SIONE, 00 PRMW CONIORETE PANELS, STUCCO OR WOOD, GGAROS BE FO "Twr4 Ill. Mee wo
<br />EXISTING WALL. ANCHORS SHALL BE LONG SOUG8 TO RE49H THE KNN STRUCTURE SCOND SUCH P ... om. -.1 Aqw-, DitANNI-Tim W, G44NIMI-5M 20
<br />...
<br />ANCHORAGE SHAU. BE AS MMADNED IN B4 1) AND #4 IQ), ch-00.4 VeAme, ft,
<br />4-P.L
<br />= -IM kE 1040, 1 OF 16
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<br />ALTERNATE UO
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<br />ACIDNACY OF EXISTING WOW
<br />BEAM TO BE CSTRIED t"
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<br />(SU SO E ON (SEE LE ON
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<br />'top & BOTTOM MOUNPINGS CM BE DESIGN T MD PANEL LENGTHS 24 "GE "WANIZED SIM STORM PANE
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER PMR."MINIGSAV13 STATE OF
<br />INSTALLATION, 2, FUR NEVV WOOD FWE CON$TRUCtI0N: WOOD
<br />/T -0..., GLOBAL PROXCWN PROW=
<br />MEMBERS TO BE SOUTHERN PIKE No 2, W1 SPECIFIC LTE C LM Slob
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