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<br />5/S•.. 3/32- WRYO NUT Wle ASHER Ie . 3/32' WING nut '"$I n
<br />0 e 1/4- a (flryo C)
<br />POURED CONCRETE POURED CDNCRE,E
<br />ON CONCRETE BLOCK OR CONCRETE stock
<br />REOJRED REONRED
<br />WALL MOUNTING INSTALLATION XIALL_„MOUNTING„ INMLLA110
<br />SECTION SA SECTION 88
<br />O REGULAR PANEL 9 LIFE SAFETY PANEL
<br />•,CALE '3/8".1, .....,FHH1111FFIN1,,, SCALE 1/8--I.'
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<br />Mv`J^`,Ac SANCAYG SHOWN M SCHEDULE
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<br />BY THE FOLUOMTIF, FACTORS. FEW MIS
<br />OPLRAK)N TO BE POSSIILE, REOYCEO
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<br />��'ti\CEN-se
<br />- ��S
<br />:` No.44167
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<br />7NAL%wl"2 A,j
<br />IIIIIIII4111
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<br />G N NO C V I ID - A1r, cT Y pJS CYC•TFY
<br />1 E-Z HANG STORM PANE, SHOWN ON TIN'$ PRODUCT. EVALUATION DOCUMENT (PE D) HAS BEEN VERR,ED FOR COMPLIANCE IN
<br />i ACCORDANCE WITH THE 2020 (79, EDITION) OF THE FLORIDA RUILDING CODE
<br />DESIGN WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE,
<br />! FOR A WINO SPEED AS REOUIRED Ely TUIL JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
<br />I P OR A DRCCTgNAI fY FACT 5 7-1 AN ' HOT X TH 1 OR KO -DABS LOSING
<br />ASCE 6 D SILL. EXCEED E MAXIMUM A5.D. ( )
<br />D[S+GN PRESSURE RATINGS INDICATED 07/ SHEETS 25 A 26.
<br />W ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOAM DETERMINED PER ASC£ 7-16
<br />SHALL BE FIRST REDUCE) 10 AS.O DESIGN WIND L(IAUSBY MULTIPLYING THEM BY 06 IN ORDER TO
<br />ITO COMPARE THESE W/ MAX. (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHEET$ 25 & 26.
<br />I IN ORDFP 10 VERD`r TWIT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TES-TED WERE NOT OVER STRESSED, A -NS% INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS TjDT USED IN THEIR ALA.YS6, FASTENFRS SPAGING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH NOS 7015
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND FATLGUC RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1629 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATgN TESTING LABORATORY. INC PEPOR' / 2032, AS PROTOCOLS TAS-201,
<br />T - AS I0 1 AND lA - 5 701
<br />T1415 SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Of THE OPENING ACCESSi G T OPENING' PROM THE
<br />I INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VAPtl WHEN INSTALLATION IS INTENDED TO BE PERFORMED
<br />FROM THE INSIDE OF STRUCTURE.
<br />I. P I A 1 i I I"
<br />J. SER ES TIT FROM
<br />THE Rqs; 6 APPLICABLE flurT O SHOO. AND OX 9LE FUMY. SIYLC WINDOWS WI FN INSTM I.AItON .5 RTOU NED 0 9E
<br />'. PfRFORMT.O iROM T11C INS'it% Of STRDf.7YRT.
<br />I 4, SERIES 2000 INSIALLAIION 6 APPLICABLE TO SINGE AND DOU®LE HUNG AND HuN12UM,AL S1.:DERS STYLE WINOHhyS WHEN
<br />INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF SIRULIURE
<br />S. ALL ALUMINUM EXTRUSNDNS TO BE 60e3-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED)
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOS(JRES SHALL HAVE 3105-1114 ALLOY
<br />7. ALL STEEL SWEET METAL PANELS SHALL. -LAVE STRUCTURAL OUAUI- STEEL A57M A-653 ORAO'c 50 MAR., GAVANTZEO STEEL
<br />OBIGNATLwN W/Fy- 58,5 K., (AFTER ROL(ED).
<br />6 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />SOOTS W/ 50 ALAI YIELD STRENGTH AND 90 LM TENSILE STRENGTH A SHALL TAe4PL.Y W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />9. BOLTS TO BE ASIM A-307 GALVANIZED STELE'., OR AI51 304 SERIES STAINLESS STEEL, *,TH 36 kT- MINIMUM TEED STRLNGIH.
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS
<br />(A) TO CXlrTiw_' P.D,fB D..y,(i &ACrL
<br />- 1 4• N A F IT IIN (' - I / • iAPCD ANCHORS 5 MANV oGTURED BY W BU LDEX, INCWC ( c � 97 a.. ..)
<br />- 1/4" • X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC (MIN. 1'c-3000 P...�.)
<br />�14-10 PANELMATE FEMALE ID A 0ANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT.
<br />(Fcw3350 P,ItI)
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SNAIL BE 1 3/4• AND 2- I'OR PANELMAIE
<br />FEMALE 10 k PANELMATE PLUS,
<br />A2) MINIMUM EMBEDMENT OF 1/4'0 9 7/6- CALK-114 ANCHORS BALL BE IS 1/6- INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE P(Ptarrm
<br />7/4• 0-20 SS SIDEWALK BOLTS USED SHALL BE LC04G ENOUGH(SHOUID ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4-
<br />INTO ANCHORS
<br />A,3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON IRE EXISTING WALL OR
<br />FLOOR, ANCHORS SHALL BIF. LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SWAT
<br />BE AS MENTWEO IN At) AND IN A.2).
<br />(0) TD,0IST.Jb6_LONCRIM EaQ:._wALL
<br />- 1/4' r TAPCON ANCHORS, AS MA•NVFACIUREO BY 1IW 8111LDFX, INC
<br />1/4- e A 7/8" CALL -IN ANCHORS, AS MANUFACTURED STY DEWALT INC (I'mw,500 pxl.) #14-to PANLLMATE FEMALE 0 AND PANCLSATC PLUS ANCHORS. AS MANUFACTURED BY FLCO CONSTRUCTION
<br />PRODUCTS (E -7071 psi)
<br />0020 1010co NC
<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />B I) MINIMUM EMBEDMENT OF fAPCON ARCHO?S AND PANELMATT F•[MAI.E ID w NEL
<br />PAJIATE. PLUS Iwo CONCRETE
<br />BLOCK SHALL. BE I t/a-
<br />III .1) MORMIW EMBEDMENT OF 1/4.0 k 7/8- CALM -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE
<br />N EMBEDMENT t H MAT D E BEDMIf INTO ANY FINISH CRIA. SHALT BE PERMITTED
<br />1/4- .- .0 5 N 1. '1 Y FINISH
<br />7 S SIDEWALK BOOTS USED SHALL BE LONG 1. COIGN SHtt]UtD AN ANSI MATERIAL E t0
<br />/ M Y5T ( )
<br />ENGAGE, 3/4' INTO ANCHORS.
<br />IL3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />ANCHORS A
<br />HASHALL OE LONG ENOUGH TO REACH THE MN STRUCTURE BENWD SUCH PANELS., ANCHORAGE
<br />SHALL Elf AS MENTIONED IN 8,1) AND IN 11.2).
<br />C ANCHORS SHALL INSTALLED FOLLOWING T F1 1 () L FM A15TALLE LO ALL OF THE RECOMMENDATIONS AND SPEd GI ONS OF THE ANCHOR'S
<br />MANUFACTURER
<br />T, T R ITY R $HtALt BE HF f.SPONSTdK OF THECONTRACTOR T RIFY F' GE0 SP THE SOUNONES$ O SALE STRUCTUREWHERE LOCK R
<br />E E
<br />O TO BE ATTACHED IO INSURE PROPER ANCHORAGE THIS SHWTTF.H $IIALI ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />OPAW00 FRAME @UtLDINCS
<br />12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUIK All 'SHUTTER COMPONENT EOGF.S WHICH REMAIN IN CONTINUOUS
<br />CONTACT WITH THE euitUING TD PREVENT wIN0/RNN INTRUSION. CAULY AND SEA SHUTTER TRACKS ALt MOUND FULL
<br />LENGTH
<br />13 STORM PANEL INSTALLATION S01.1 COMPLY WITH SPECS INDICATED IN THIS DRAWING FLUS ANY BOVDINC AP40 ZONING
<br />REGUTATIONS PROVIDED BY THE JURoSO1CTi0N WHERE PFFI 15 APPLIED TO
<br />14 ATRIUM WINDOWS AND DOORS, UG E - 1 HANG STORM PANEL. SYSTEM'• IS PATES POCNO
<br />15 (a) THIS PRODUCT EVALUATION DOCUMENT (P E.D.) PREPARED By THIS ENGINEER IS GENERIC AND DIMS NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; ;.e. WHERE THE SPOT CONG(noNS DEVIATE FROM III[ P-E.D.
<br />(e) CONTRACTOR 'O BE RESPONSIBLE FOR THE SLECTION, PVRCWASL AND INSTALLATION INCLUDING LFE SOJEM OF
<br />THIS PRODUCT BASED ON THIS PLED. PROVIDED HE/SHE DOES Not DEVIATE FROM THE CONDITIONS DETAILED ON
<br />THIS DOCUMENT. CONMUCTION SAFETY AT StTT IS THE CONIRACTOWS RESPONSIDIUTY.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />(e) SITE SPECIFIC PROJECTS SHALL BE PREPA
<br />RED BY A FI.OR104 REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE ENGINEER OF RECORD (E OR,) FOR THE PROJECT MO WHO WILL Elf RESPONSIBLE FOR THE PROPER
<br />USE OF THE PE D, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P E.D. ENGINEER. SHALL
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOAL REVIEW
<br />(a) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or ERE PROFESSIONAL ENGINEER or
<br />RECORD THAT PREPARED IT
<br />IS, STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A REA04LI VISIERE tOCAL10N AT STORM PANEL IN
<br />ACCORDANCE WITH SECTION 1709.9.1 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEHINC.
<br />IABEUNG TO COMPLY WRN SECIION 17099.2 OF THE FLORIDA R iLDNG CODE
<br />r,,10EN,F,I/9':
<br />rr4F�P'
<br />a No.44167
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<br />', FLORIDA BUILDING CODE -NI h Velocity HUT
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<br />O,r'• FI!P •"yyti
<br />PFIW MITP), INC
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<br />20 GAGE GALVANIZED STEEL STORY PANEL
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<br />PROTECTION PRODUCTS, LLC.
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<br />-- - - — COMPONENTS_ FOR S ES 2000 aE ---- _ _ --- -- ._----- --------
<br />ERN 1000 E- �iANG STQRM PANELS J-/241► ti (SE[ HOTEL 2 NL(w) I IIISYTALLATION QUAIL$ FOR--_ IE5- 2M--Ak p -1M-f--
<br />tSCALE 1/2-17 4 e/ OR r/o
<br />014.1- e,M,E rw. / OR saTXr s ON sFAM. 2e M°([ L tIELo+T 3' MR.. 2'/24 ,'/z4 e S I.rw-� RL-1,,(Ea Ko3 3 KTW) apraLta PANEL INIQ �Q�RED CQKRETE OR CONCRETE BLOCK.
<br />0 EACH _ I. Y1n, SCHEIE1[ am shRL N 3' MIT. I
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<br />IS.,9e' (TOTAL "I'll . -. _. � I FOR COSDIEIE ANCMTRe. 3LE i _.a -... .•-_ � a1pH'f7O a � � (tl1i f1,Kt �) � �` --„� CHI WIRWFRM� `' A Cow. PI wYr 71 _ �n.rKn
<br />i- 12-So0' (EFFECTIVE WIDTH) I - - - -- ---T �2.250' f,,y 1- A w- . __. I^ ---'La iirt meo-A.) d�or
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<br />/ 2.eL+T aaLV.w7E0 ,,,-.. E06[ / p 115 2.2..• Wm 1AtlIFL) (elloaDll LAURT.2 (INtOIOTI vAHEN [1M[R09 IAYILI2 , (( �PN�1.) 1 *0 X L 9 T(kA9 pAEE1,) tN10110R PAM[lIi Ft�l
<br />tRRO10R •NOE.. 4 I , - -I �. "'N a% ''..(1)
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<br />FOR 001111 IL ANCHORS, SEE OELa6 •• ttow7t LOGATKrN 7/6 �]/)7 to wss 1.'/6 F�lln W Eal* . P � M RAM%
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<br />3,750- I -, 4 FN. CAP - /: Y.- CAP /4• N.-. CALF ;--L ---�- ED ply2y 1t I• T ,,Fj/»' Wm I IF p
<br />/ `2EEExq� I •A Q / ,: LOOK. R.A r, 1 -� - I ` B 511A r i I I IniT D I 6tt I I 3 i PA "& r, a) =
<br />1SQIIIFTRIC VIEW QETAIL A tom' ,( !�Y - 1
<br />a.000 _ �✓ �% �i!-c` ,/�' ) �� N r kr . r M.J $ III
<br />ROUNDED COINER O ENDS Uf PANELS Jr {. (S
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<br />END UP w/ HEMMED EDGE 1 75 U. 1 I__ -- SECTION A -A SECTION B-B AF Eko rAlw3) AFn T - IF, I 1 --� I - I 11 °.-----�-.... _ _ i—
<br />(N 1.$) T i I - - SOIL 3/34' - t' AILu*r .I. atRJ I • ( (' IN.HtD/ I 'Y'• ll:At 5/3r . r SQL - I E -..E_ 1 1 '-'1 3, M1 CdA:,", rr IL -- - �1
<br />`sD= (,) f1FFMIr10N OE SERFS ,UDO. E - Z HANG STORM PANEI. $METES CONSISTING OF PANEL . I ! -� I I `'. 1/.Y-so.,l: F.1 aa,RnlaOMn
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<br />(I), DEERAOON w SE1;9:S...ZAgg- E - 2 HANG sioRw PANEL SYSTEM CON5IYTNG Or PANEL . A7 BOTTOM W/ PANELMATES. D •y,4/A. p» Iw SN --L` ,pArAac n'° I/•-r"'F°•W' «-'w° WRe Mn a.
<br />OWJ TRACK 1 . FI•!",. Conl, TRACKS TOP 3 BOTTOA. (2) END PANELS SHALL ALWAYS BE CONNECTED 10 EX,' INC ILL WALL 0Y MEANS OF � U 1 �n ` R�v 6� � � �• "u''""� �/, Ron 1'�1 1OUah`W, rr „Iaa,Iy� � �=./.•.•,w..,/�g I,/K'�Ho�ep�alVi UO !71
<br />4 ((5 GFR B T"x_ mMx.� ALUM. ANGLE P PANEUolris DR. IF usED NTLY w/ 1s LONG I iRACN AT EiO11C M. END PANES WMwn wMwRS/ N°F . ROOK _ _ SPITE a WNra e \ N.R Rn/R jJ
<br />`-/ �j (z) D PANELS SHALL ALWAY4 BE CONNECTED 1v BOTTOM TRACK OD1[RWISC A STOP BAR SHALL BE CONNECTED TO 2 W/ ,/{'t- 20x3/4"TA s. w Y 3 32' .az- NOY --r 4aIrR1[1L *NI a 9AI1 ,M «ev 7a7 ANTI KIn
<br />1 1/{• WIDE SNAL1 BE PROVIDED AT TOP OF SUCH PANE($. J(9t, / • /� rr __-1 66 0 Or ec, ♦�
<br />fi081--TB Alum. ALLOY r vRNc NVt oR T/.•e-zax3/r w Dluu@scREw PNTci rAP�EO {E�cEPT As II« LIWn N)) i�i .f WALL AND DIRECT OUNTING INST. - N —`-° DALE oaiMnwf �„ M 1� v J
<br />rI� 125+ (3). iF ENO PANELS ARE CONNECTED Tq BOTTOM TPAACK, ONNECTION SHALL CONSIST OE DESCRIBED ON NOTE (3) BBBEEEtow)m '1
<br />'� I t/4 R-aa.]ja• M.s w/ 7/;• .,T 32' MNc NU, OR D/4•n314- Mln n•uM@SCREw (3) FOR CASES WHEN END PANELS ARE usE JOINnr w/ ts' 1.aNc 2 AT AYi MOUNTING INST. SECTION 2-
<br />TNT° TAPPED BOTTOM K LOCATION Of FASTENERS MAY @ AT EITHER OF TWO ��^^
<br />OTTIERIOR FLAT FLANGES OF END PANEL COM BUT ENO PANELS ARE NOT CONNECTED To BOTTOM TRACK 2 ,'u/STOP BAR i SECTION 1' jIr- SOME s/a-1-- ELj?,QR TO CEILING MOUNjjN,Ey INST, IJj)�l(j MOUNT INST_ "
<br />4). IN CASE IHAF END PANELS ME NOT. CONNECTED TO BOTTOM IRA•AL B SALL BE PROVIDED AT TOP OF SUCH PANELS SCAN 3/e-I• I B --- SECTION 3' IQ21 'I•-
<br />-_ ( (I,. A SLOP BM IF). FOR INSTALLATIONS WHEN END PANELS AND SOME WIERIOR PANELS ARE ORF.f--SLY -rx)I IpJ/4• r/ A,1LT . Sc." 3/e-'- ,CA,r ,/R-I-
<br />IS ONLY USED AT TOP 47 LEST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL Ry MGNS OF ..- MATES, ONE MIRE R ECTLY S S m O FIT S,x1_'<rw1- IFCa.Rtmn) ,tn
<br />i' _" USING SPECS INDICATED ON NOTE (3) ABOVE IN $UCH USE, CONNECTION Of PANELS MAY BE USCG JONTLY W TRACK AT BOTTOM ATTALiIWG BOTTOM SNACK TO WALL � vn. a su' (y1)k� t 11r As .r�. AS I,11nIH111111 ,/ /
<br />NIIIHIIIRII TO BOTTOM TRACK MAI OCCUR A7 ANY PANEL LOCAiIOM / 4 (1) CaA[c,EW,�o TwO,t (1) 0A "F'" R A. ri
<br />I'AI W/ Two PANELMA7FS FOEOWINO No Sig" ON ELEVATION AND W J 1 2' E a wx� . ( a m , oV, IlAMO ,1N .ODD RAT ' \�`~......,,lL/'4
<br />I tl A' TI!!/f (5) SEE SECTION t', 3' A 4' ON SHEET 24. SOLE ANCHOR SCHEDULE ON SHEET 7S. thn EDGE DISTANCE FOR THIS CASE, IMCTNOR PANEL USED JD r w� �ES �� 4 { 5 pxrAL.,mDN T,rE ,M s„11' r) `,y�' l 4 LLI
<br />„S 7�• 056• (TYC•) �...•.•••• •, ,/ STS A,NH,HIHIF,,,,1j NOT NEED f0 B[ CONNECTED TO (2J R'r ANY MEANS TRACK (j,) sNAEL IR WsrALEU I r„ r V ��G ENS1 -✓•P •5
<br />j �.' �\CENS g A„ P, TI $UGH iAI AWACFN7 PANELS ( E LEFT b RIGHT SIDE OF TEROOR PANEL) HAVE I 7 a.l F
<br />-A F '• ? `M1 �P`IrP .. ..��I/ J �� iHE.1R OVERLAPS DETAINED B 2 8 �A'r: ,i�.j FnlrRwnN s .n »s No. 44) 67
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<br />2 * : t FLORIDA BUILDING CODE (High Velocity Hurricane Z... '
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