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<br />OPTION •.#2 FOR LIFE SAFETY STORM PANEL(E }} ELEVATION
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<br />No, 44167
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL. LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />8'-8•
<br />2 3/4'
<br />UNBOLTED
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<br />WAll- MOUNTING NWAAWLIiTLON
<br />SCALE 3IB -I"
<br />1. INSTALLATIONS ARE ONLY WAND FOR BUILONNNS WITH &S.D. DESM LOAN
<br />UP TO .55.5, -72.0 PSF AM PANEL'S U NOM UP TO W-6",
<br />2, FOR NEW WOW FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />PIKE NO. 2. WI SPECFG DENSRS' OF 0.56 OR E XIAL
<br />FLORIDA. BUILDING CODE (Nigh Votocify Nurr)canr zone)
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<br />WALL YOIJMTING INSTALLATION AmUlAtO
<br />W� UNTING INSTALLATION WALL REQUIRED
<br />INSTALLATION WALL MOUNTING VAtIATiON
<br />SECTION 3A SE �(. 3B „�f j`�JQj� 4A $ECTION 48
<br />2,$EGULAR PANEL O LICE SAFETY PANEL O REGULAR PANEL a LICE SAFETY PANEL
<br />SCALE 3/0"-l" SCALE 3/8 .-1. SCALE 3/B'>•1' SCAT 3/6".1"
<br />1/4'.
<br />SEE SHEET 19 a 20 FOR ANCHORS TYPE ! Alai4E lYR 111PNHNHNNN
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<br />SCHEDULE FOR Ea LESS THAN INOMA� ON "Avl l ,� Bert � O 2 FLORIDA BUILDING CODE NI h Veloel, ifurrlcone Zone)
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<br />INSTALLATION DETAILS FOR QPTION #2 FOR LIFE SAFETY NORM PANEL SYSTEM
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<br />rc14ERAl NOTES VALIn E_Z HANG STORM PANEL. SYSTEM
<br />1. E-Z HANG STORM PANEL SHOO ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ELI) MINIMUM DIBEDM W OF TAPCON ANCHORS AND PANELMATE FEMALE ID a PA?MUATE PLUS INTO CONCRETE
<br />AOC DRDAAICE WITH THE 2020 (7th EDITION) OF THE RARDA BUILDING CODE. BLOCK SHALL BE 1 1/4":
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'• X 7/6" CALK -IN ANCHORS SHALL BE IS 7/0' INTO CONCRETE.
<br />FOR A WIND SPEED AS REOUfRED Bi THE JU1tT301CTIOl1 WHERE THESE SFRlTTERS WILL MNSTALLEb AND NO EMBEDMENT INTO ANY FINISH 94TERW. SHALL BE PERMITTED.
<br />FOR A DOMCFIONALIYY FACTOR ISd�0,85. USGIKN ASCE 7-16 AND SHALL NDT EXCEED THE MAXIMUM (A5...) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY :FTMSH MATERIAL ExISO TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ENGAGE 3/4' INFO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, 00MATE 00" WIND LOADS DETERMINED PER ASCE 7-16
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO B.3) IN CASE THAT PRECAST STONE, OR PRECAST' CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (,LSD) DES" PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SHALL.13E LONG. SNOUGH TO REACH THE MAN STRUCTURE KW40 SUCH PANELS. ANCHORAGE.
<br />SHLA1 BE AS MENTIONED IN B.1) AND IN 02).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 337T INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN AOCCAD VICE WITH ICES. 2015. (C) ANCHORS SHALL SE I75TA.L.EO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. NC. REPORT / 2032, AS PROTOCOLS TAS-201. 11. IT SHALL BE THE REPONSI8flLTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. I7 ATTACKED
<br />T�0 NS RE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLACK
<br />WOOD
<br />2. THIS SYSTEM HAS SEEN DESIGNED TO BE INSTALLED ON THIN. OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIFT. ,HIS APPLICATION IS VALID WHEN INSTALLATION IS tN 04M TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/rAULK ALL SHUTTER COMPONENT EDGES WHNGM REMAIN N CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT
<br />ONT,T� WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />3, SERIES 1000 INSTALATKIN IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PANEL DWALLA'TION S14AU. COMPLY WITH SPECS INDICATED IN IRS DRAWING TALUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT MS APPLIED TO.
<br />4. SERIES 2000 INSTALLATION 4R APPLICABLE 7D SINGLE AND 00I.RLE FLING AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIA WINDOWS AND DOORS, W. E - Z HMO STORM PANEL SYSTEM- IS PAW PIE DBM0.
<br />S. ALL AUNINUM EXTRUSIONS TO SE 6O63-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) IS. (.) THIS PRODUCT EVALUATION OOCUMW {P.E.OJ PREPARED BY THIS ENGINEER IS OENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPEOIPD PROJECT; i... WHERE THE SITE CONDITIONS DEVMATEFROM THE P.EO.
<br />S. ALL ALUMINUM SHEET METAL USED. AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />(b) CONTRACTOR TO ETE RESPONSRLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL STEEL SHEET METAL. PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 OWE 50 Min,,. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.LD. PROVIDED HE/SHE DOES NOT DENTATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/FY. 56.6 AIR, (AFTER R06LW). THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTIIAC'TDA'S RESPONSIBILITY.
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 .CAR 316 ASH SERIES OR CORROSION RESISTANT COATED. CARBON STEEL AS PER ON (c) THIS PRODUCT LVALUATNCN DOCUMENT' WILL BE CONSIDERED INVALID IF MODIFIED..
<br />5001E W/ 50 k•I YIELD STRENGTH AND 00 of TENSkLE STRENGTH k SHALL COMPLY' W/ FLORIOA BUILDING CODE SECTION 2411.3.3.4.
<br />(d) SITE SPECIFIC PROJECTS SHALL � PREPARED BUY A FLORIDA FEECLSTERED ENGINEER IX4' ARCHITECT WHICH WILL
<br />4. BOLTS TO BE ASTII A-307 GALVANRED STEEL OR AM 304 SERIES STAINLESS STEEL WITH 39 "1 MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD {E.O,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE E'NGLNEIIT OF RECORD. ACTING AS A DELEGATED ENTRNEER TO THE P.E.D. ENGINEER, SHALL
<br />HIS
<br />10. ANCHORS TO WALL SWELL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />(A) TO- � r m
<br />(0) THIS P14, SHALL BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- Ilell TAPCON AS MANUFACTURED BY LT.W. BUILDEX, M. (MIN. C-3192 P-ai.) RECORD THAT PWEPARFO tL
<br />_ANCHORS
<br />- 1/A- r X 7/6 CANS -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. f'c-3DDD P-s.l.) i6. STORM PANEL MAtNUFACTURER'S LABEL SFUIL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL N
<br />- /14-10 PANELMATE FEMALE O h PA1NEtMATE PLUS ANCHOR'S. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE. ONE LABEL SWM.L BE PLACED FOR EVERY OPENING.
<br />(t'e�3m
<br />P.Ya.) U18E1M TO COMPLY VfTH SECTION 1709.92 OF THE FLORIN BUILDING COCK -
<br />A. t) MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SHAL SE 1 3/4" AND 2- FOR PANEWTE
<br />FEMALE ID Me PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CALK -IN ANCHORS SHALT, BE 15 7/6" INTO COtNCRiTE.. N4 EMBEDMENT INTO
<br />ANY FINISH MAT£RW. SHALL BE PERI4BTEO,
<br />1/4. 0-20 SS SIDEWALK SDLTS USED SHALL BE LOGO ENOUGH(SHOULA ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4'
<br />INTO ANCHORS. - N1not"
<br />A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL
<br />OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL t�' CENAji A
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<br />BE AS MENTINED IN A.1) AND IN A2).
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<br />a1nR L V PANEL 411 TO BE INSTALLED AT EACH OPENING ALWAYS BE PR017ErO W/ I I I i
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<br />.. 1)� � TRACKS AT TOP Ik PANEt:MATE PLUS OR is' LONG im�MOON
<br />(1). DEFINITION QE_SEEEES 2000.' E -� Z HAND STORY PANEL SYSTEM CONSISTING OF PANEL + (rA BOTTOM W/ PANFLMATES. '�".. h11�'yn'a'3Ja' �•ao GN FNOO � - ,N Bq t 49r-toala' W0'� w MA. WIp ly qR A
<br />Coat. TRACKS TOP 6: BOTTOM, (2). END PANELS SHALL ALWAYS BE CONNECTED T9 Sa7. WALL EIY MEWS OF •�,r,��3p- M-_<_; �_ // }y
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<br />(2). D PANELS SH1A1 ALWAYS 6E CONNECTED TQ {IR'TOM iPACK OTHERWISE A STOP BAR PANE4NATE5 OR, R USEQ NAY W/ 16" LCt10 TRACK AT BDTTCRA. END PANELS I ,NDSC 1 I,sap f r roa as W
<br />SHALT. BE L'ONNEC7W tO W/ 1 4"s-2Wx 44 W 7 3 2' ON WET 29 ac
<br />StAL1 BE PROVWED Ar TOP OF SUCH PANELSS. J / • /3
<br />WING NUT OR t/4'r-20 , Min. "�HUYBSCREW INTO TAPT'ED 2 x{F3tCEPT k5 W D MiDUNTING. IN$T. aN MBEI'ta)
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRAAYf, CONFi£CTION 5lALL CONSIST OF' DESCRIBED ON ROTE (3) 0W)ar tS,¢r Ea) WA AND + wow 25)E (+tea arl"INnNO .
<br />1/4"r-20x3/4' M.S. W/ 7 B'rx3 32• WING NUT OR i 4'rx3 4' MM. THUMBSCREW WALL MOUNTING INST.. +Nj}I ;+lT
<br />INTO TAPPED BOTTOM TRACK. LOTION OF FASTENERS `MY B A7 EDHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE .KLNTLY WI TS' LQNG ^ A7 F CIO
<br />EXTERIOR FLAT FlAMM OF END PANEL SHLY.L�BF PROVIDED AT TOP � �� TNAdf z . lE SW BAR S ON T1' � O 8 3IB'1 ��s 3 SECTION #'
<br />(a). N CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK (1.•. A STOP BAR SCALE iDtx '- BUILD -OUT MOUNTING INST.
<br />(4). FOR INSTALLATIONS WHEN END PANELS AND SOME WIERIOR PANELS ARE DIRECTLY DD2Yyy�aTOr3 { SCAE 3/e-i` SCALE 3/8+.1-
<br />IS ONLY USED AT TOP)) AT LEAST i1Yb P,Vff{.S SFNLL BE CONNECTED TO BOTTOM TRACK SAES Td�D
<br />USING SPECS tN04CATEb CN NOTE (3) ABOVE- N SUCM CASE, CONNECTON OF PANELS MOIINTEO TO EXISTING 5ILL DIAL MEANS OF PANFLMA7E5, ONE NTEROR PANEL } SEE Fi'8 IaR
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.1SUCHMAY BE USED JOINTLY W// TRAGIC AT
<br />BOTTOM ATFACHWG BOTiOiI TRACK TO WALL N USE aw AT 10I AS As 1NµNIN11"t% .
<br />W TWO PANELMA7E5 FOUOWINO S:KAVN ON ELLVATON AND W 3 1%2" 4 W TWaL . g ,X ® i +� ro TM z` �,`_ ••(ER A. tl(��
<br />(5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, EDGE DISTANCE. FOR THIS C.15E, NMI2DOR PANEL 4JSE0 Y W/ ObES 4 ` AT WFb oN Tem pt ?"
<br />a``�ti1�11tiN1u1/ Ty NOT NEED TO BE CONNECTED TD (T2H)E BY ANY DINS_ TRACK 2 A4ALL ff INSTALLED f •• ,✓� LJJ
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<br />COMINNED ND. 4 167 °m n m W- 20 GAGE GALVARM STEEL STORM PANEL DNm in, © Isf av ANY wrc Nx 9p STATE OF :� g mmo IILEu. Nc 20 GAGE GALVANIZED STEEL STORM PANEL OW VI rF = Z
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