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<br />OPTION 92 FOR LIFE SAFETY STORM PANE Ln ELEVATION
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<br />�-e1l2 TRACKS AT P PANELMAIE PLUS 16' LONG
<br />(1), 2MNMIRL_Z SERIFS 2=: E - 2 HANG STORY PANEL SYSTEM CONSISTING OF PANEL • t�jAT BOSOM W/ PMEW7E5,
<br />Cont. TRACKS TOP a BOTTOM. (2). END PANES WNW. ALWAYS BE CONNECTED 70 EXIS}WNG &LL WALL BY MEANS OF
<br />PAFEib SHALL ALWAYS K CONNECTED TG BOTTOM TRACK OTHERWISE STOP SAR PANE1 tMTLS oR I SETS JMLW! 15� BOTTOM. END PANELS
<br />(Z) �O A 'R)YAT
<br />4. �,EXCFPT
<br />(6,� SITYL K CLOUDED A7 TOP OF SUCH PAELS. SHALL K COHI%xTEp TO W , 41F-20x.7 4 S w 7,y�
<br />COO,TRACK. CONtECT ON SHALL CONSIST Of OESOMM ON WNG MIT on lI= (32) NNPD T 1fJ AS
<br />(3), W ETO PANELS ARE CO Tp N07E
<br />�TT+A1
<br />1/4'h201J M3/32 NNW: HAiT OR 1J4`Ox3/4' Mn. THUMBSCREW
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<br />•®
<br />EVOKE FLAT RANGES OF END PANEL
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<br />(t),INCASE IIAT ENO PATENS ARE NOT CONNECTED TO BOTTOM TRACK O.R. A STOP BAR (4), TOR OtSMUATONS WHEW FXO PANELS AID SOME :3;SPA ARE OOtECR.r
<br />S ONLY USED AT TOP AT LEAST TWO PANELS SHALL K CONNU7 0 TO BORE TRACK MOIOITFD 10 EIOSMNG SILL WALL iE/ui5 OF PAMLLMIITES. ONE NT[AIOR PANEL
<br />LISItMr SPECS t101Cr1 ON IIFRE (]) ABODE. IN SUCH CASE, CONNECTION OF PANELS MAY K USED ,p1NTLr w// TRACK ACT ATTACMRNG BOTTOM TRACK TO FALL
<br />To vol TRACK WAY OCCUR AT ANY PANEL LOCATION. w// Two PAI MAATEA F911.Ow11NG SHOWN ON ELEVATION ANDw/ 3 1/2•
<br />(5) SEE SECTION i'. Y a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, Men. EDGE DISTANCE. FOR THISCA NTEAIOR PANFi USED r wI GOES
<br />aAl11Mi MOT NEED TO K CONNECTED 1-0 (,2R7E BY ANY MEANS. TRACIL STALL NIBGUED
<br />Q A T( �N TWAT ADJACENT PANELS LEFT a RIGHT SIDE Of PANEL) MANE
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<br />-9,F -t0•0 PANV-Mlt PLUS Of - },a-To'A PANpyATE PINS w!
<br />Y . 3/3r WINO NUT WtSMElt `-.Tfb'A : 3/3r TOM *0 TIILSOI
<br />j e e t/4' 0.0 COL (9EYONO)
<br />.OR CONCRETE KOCK _. - dR'�'NwpRl etocN
<br />f4xK"M REOtfNim
<br />WALL Wou I iALLA'0!1!I F ALLATION
<br />a � PNEL • UFE gIAFE1Y PANEL
<br />SCALE 3/6•-1` EP A• Tu�SCALE 3/al
<br />AEIOOIR vm 1/4i_ "'. IS •: /l
<br />91 MET IS K 6 IN ANCHORS TYPE 6 '
<br />yi�'• CEN �-
<br />91WK FOR OGTAUA7095 INTO WOOD TMm' v •(••:.•
<br />FREE 9 mom IR $$am •EDIT as 3
<br />3 � ND. 44167
<br />WIMN ANCHOR aPAL111CS AM WARN
<br />OK =VA" ARE mwm DN THIS •ow4 NMrr4W fMN a 3 : FLORIDA BULDR'IC CODE NI h Vdoo NAirriowm Zeta
<br />SCHEDULE fan ED. un INN DRAGGED /w PM "1 o-.r w� OU 3 3 1!2 � * : : HwINO,XIRq AIC
<br />SCHEDULE ISO= AkCPM 9WCK IN � i 20 CAGE GALVANREO STEEL STgBf PANEL
<br />MWKYM vocm 24=4 00 BCHEDIILE AMA V I= FAM =-4•'. TOTE rQ fI
<br />BY M FCLOPM FA MW FOR HMS
<br />OPUWMN 10 K FOOOLL NIA _ - _..-- '° -- _ � F�FHS' OR L PROTECTION PRODUCTS, U.C. Woe K I= TWA M HAND IAcm, SHUN Aar = i r %� � I L E C O 2M0.
<br />WR Ell *AHCq "1wEsa'�WIB iCl{AAE r +mplocAm- ,m �ynA ANAL '(,.�Wt�-�j ,`T i MOOMWS"R°133]�iiR'
<br />-- -- - ----- ---- nulHMt
<br />i - - l On m-� - am m•ol URMMRR-T6HO, rK: M+Mr-wT -1 i
<br />rRIM - - 21Mw4a f
<br />r.E fbL/lpYIUR/O1SF WILIWi`y.. AL
<br />own Ora
<br />T J■.HAL NOIFST HAND E-2 HAM MMW PANEL SYSTEM
<br />1. E-2 HANG STAIN PANEL SHOWN ON THIS PRODUCT rALUATON DOCUMENT (P.E.D.) HAS BEEN VEWn FOR COMPLIANCE N
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA MAMM CODE.
<br />DESIGN MO LOAM SHALL K DE'R WWO AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS,
<br />FOR A WOW SPEED AS REOURM BY, THE JXRSORYEW WHERE THESE SHUTTERS WU BE INSDAL.EO AND
<br />FOR A ONEL•1MM kM FACTOR KA-0.65. USM ASCE 7-18 AND SHALL NOT EXCEED THE MAXIMUM (A.SA.)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26.
<br />IN ON" TO VERIFY THE ABWE CONDITION, ULTIMATE DES" WINO LOADS DETERMINED PER ASCE 7-15
<br />SHALL K FIRST REDUCED TO A.S.C. DES" WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RA70M INDICATED ON SHEETS 25 a 21
<br />IN ORDER TO VERY THIN COMPONENTS AND ANCHORS ON THIS PLO. AS TESTED WERE NOT MR STRESSED, A 33X OOMWW
<br />IN ALLOWABLE STRESS FOR WIND LOAD'S WAS ME USED IN THEIR ANAL FASTENERS SPACING TO WOW HAS OEM
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015-
<br />STORM PANEL'S AOEOLLA.Y FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERWO IN ACCORDANCE mm SECTION 1626 OF
<br />THE ABOVE MENTIONED ED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT % 2632, AS PROTOCOLS TAS-201,
<br />TAS-202 AND TA5-203
<br />2. 1,R5 SYSTEM HAS BEEN OESGNED TO K NSfALLED ON TIE OLlISIDE OF iH1E OPEtAJO ACCESSING TINE OPENING FRpI THE
<br />INSIDE W/O THE LSE K A L40M OR LIFT. THIS APPLICATION S VALID WHEN INSTALLATO6 INT
<br />ENDED TENDED TO K PERFORMED
<br />FROM THE INSIDE OF STRUCTURE.
<br />I SERIES 1000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION S REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE Of STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HOHIIONTM SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS R OW= TO K PERFORMED FROM THE ISM OF STRUCTURE.
<br />S. ALL X-LMP IHI EXTRUSIONS TO BE W63-TG All AND TEMPER. (UNUl OTHERWISE NOTED)
<br />S. ALL ALUMORM SHEET METAL USED AT CLOSURES SHAL HAVE 3101 ALLOY.
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OLAUTY STEEL, ASTM A--6S3 GR40E W Min, GALVANTZED STEEL
<br />DESIGNATION al S6.5 kM (AFTER ROUED).
<br />6, ALL SCREWS TO BE STAINLESS STEEL 304 09 316 ANSI SEINES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />5001E W/ 50 1. YIELD STRENGTH AND 90 HAI IENSR.E STRENGTH a SHALL COMPLY W/ FLOROA BUILDING CODE SECTION 2411.3.14
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED Si CH AS 3D4 SERIES STAINLESS STEEL WTH 36 MAI MINIMUM HELD STRENGTH.
<br />10. ANCHORS TO WALL SHALL K AS FOLLOWS:
<br />(A) 10 F,tLSTINc PHXXED fDHCRETE
<br />1/4.0 TAPCON ANCHORS AS MANUFACTURED BY IT,W. BVIll MID. (MN. rc 3,92 pi
<br />1/4• P K 7/91 CALK -IN ANCHORS. AS WMWACXMM BY DEWALT INC. (WIN. Vc-3G00 ill
<br />014_10 PAtELMATE FEMALE Lilla PANEIAMTE PLUS ANCHORS. AS MANUFACTURED K NS ELCO COMXIIDN PRODLCM.
<br />(F.-3= P. J )
<br />At) WA" EMKDMEM OF TAPCON ANCHORS MO POURED CONCRETE SHALL BE 1 3/4• AND 2" FOR PAWJJl
<br />FELINE 10 a PANEI.MATE PLUS.
<br />A2) MMMA EOEOMELR OF 1/4.0 X 7n• CALX-IN ANCHORS SNAIL BE 6 7/8• INTO CONCRETE, NO ELOMMEW INTO
<br />ANY F"SH MATERIAL SHALL K PERMITTED.
<br />1/4- 0-20 SS SIOCWALK BOLTS USED SAIL. BE LONG ENO."SHOULD ANY FISH MATERIAL COST) To ENGAGE 3/4•
<br />Nit ANCHORS.
<br />A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS K TOUAO ON THE EXISTING WALL OR
<br />FLOM. ANCHORS SHALL K LONG ENOUGH TO REACH THE MAN STRUCTURE SDIIND SUCH PAWLS. ANCHORAGE SHALL
<br />BE AS MENTIMED IN AI) AND O A.2).
<br />(0) TO EXISTING CONCRETE BLOCK 9YLL
<br />- 1/4. 0 TMOON ANCHORS AS WMAKMRED BY ITCH. BUILDE11. INC F
<br />- 1/4. 0 X 7/8- ClANCHORS, AS YANUMEWALT CTURED BY DINC (Fm-1S00 ail l.)
<br />- I14-10 PANELMM FEMALE 10 ONO. PMn MATE PLUS ANCHORS, AS MANUFACTURED BY ECO CONSTRUCTION
<br />PRODUCTS (H'nI-2G71 P.R.i.)
<br />w 1POENoon
<br />o
<br />mrNo flt
<br />A[w�OwO
<br />�I
<br />AIO.A4
<br />It
<br />DETAIL. I
<br />SEAL 1/r - V
<br />at) MMMUY DO[ MOdT OF TAPCON ANCHORS AND PANELAATE FEMALE 0 a PANIXMA1E PLUS INTO CONCRETE
<br />BLOCK SHAL BE 1 1/4'
<br />12) MINIMUM BMMM I(/ K 1/4'0 X 7/e CAX-N ANCHORS SHALL BE S 7/0• INTO CONCRETE
<br />NO EMSEOAEW INTO ANY FINISH MATERIAL SHALL K PERMITTED.
<br />1/4' 0-20 SS SCEMA BOLTS USED SHALL K LONG EMOUG l(57HgAD ANY nel MATOW 0" TO
<br />ENGAGE 3/4" INTO ANCHHORS.
<br />Ill IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL
<br />ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN Ill AND IN Ell
<br />c ANCHORS SHALL BE INSTALLED A1W.L01WHG ALL OF THE RECOAIIEINDATIOS () AND 9+EpF1CAiOMg OF THE ANCHOR'S
<br />It R STALL BE THE RESPONSSNM OF THE COWRAcmit TO VERIFY THE SOut4DNM OF THE STRUCTURE WHERE SHUTTER
<br />19 To K ATTACHED To INSURE PROPER ANCHORAGE- IN* SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK
<br />0R WOOD FRAME KXRDINGS.
<br />12. THE INSTALLATION CONTRACTOR S 70 SWCAULK ALL 9HWUrl COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />CONTACT WITH THE BUILDING 10 PREVENT W91D/MM INTRUSION, CNIAX AND SEAL SHUTTER TACKS ALL AROUND FULL
<br />LENGTH.
<br />13. STORM PANEL NSTALLARON SHALL COMPLY WTH SPECS MCA= IN DES MWM PLUS ANY BUILDING AND ZO,AN6
<br />REGAATVG PROVIDED BY THE 4JR60OCTION WHOM POW I9 APPLIED T0.
<br />14, NW" WINDOWS AND DOORS. INC. E - 2 HALO STORY PANEL SYSTEM- S PLOW PliI.BIB.
<br />15. (I) THIS PRODUCT EVALL47M D=MEM (PLO.) PREPARED BY TIPS ENGINEER 19 GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A in SPECKic Pocull La. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED.
<br />(6) CONTRACTOR TO K RESPONSIBLE FOR THE SEUXTON, PURCHASE AND ISFALAl10R NCLUDONG LIFE SAFETY OF
<br />THIS PRODUCT' BASED ON TITS P.LD. P0.0VOEO Hill DOES NOT DEVAn FROM THE CONDITIONS DETAILED ON
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT 5TE IS THE CONTRACTOR'S RESPONSSKM
<br />(c) THIS PRODUCT LYALWTION DOCLWW WILL K CONSIDERED INVALID IF MODIFIED.
<br />(•) SITE SPECIFIC PROJECTS SHALL K PREPARED BY A FLORIDA KEO ICED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE QIGHEER OF RECORD (E.O.R.) FlDR THE PROJECT AND WH0 WILL K RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.O. ENGINEER of RECORD AC'TNG AS A DELEGATED ENGINEER TO THE P.E.D. DO1NEEt, SHALL
<br />SORT TO TINS LATTER THE SITE SPECIFIC DRAWNOS FOR MrAM
<br />(0) THIS Ill SHILL. BEAR TOE DATE AND ORIGINAL SEAL 00 $U"TIIHE OF THE PROFESSIONAL ENOMEER OF
<br />RECORD THAT PREPARED IT
<br />TO. STORM Pill MANUFACTURERS LAM SHALL K LOCATED ON A WAIXLY VSRE LOCATION Al STORY PANEL N
<br />ACCORDANCE WTH SECtIXN 1709.9_3 OF FUMICA BINDING CODE. ONE LABEL SHALL K PLACED FOR EVERY opDwG.
<br />LABEUMD TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING COOL
<br />INSTALLATION QgTALS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />�,qAAlppPANEL INTO POURED CONCRETE Qg,COCRQE BLOCK
<br />MWIRID�
<br />"•K•lR �. oeMOMLtc Asro4
<br />4 `j'A \ La$aIWWHo®IMAc
<br />WALL AND
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<br />SHEET NO.
<br />SH 1.2.
<br />
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