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<br />SEC LTG,] B-B N [1q PANELS)
<br />SECTION A -A SECTION 13 - 11
<br />WAU al3r - I- mm SCALE 3/3E'
<br />(1) OFFIMRL'1,+ OF <fmFc 10QD: L - Z KANO STORM PANEL SYSTEM CONSISTING Of PANEL .
<br />NOTES . .' TRACKS AT TOP k PANELMATE PLUS OR 15• LONG
<br />(1) (EEIffi�_AE-SCBIBI&g0: E - 2 tUhO STORM PANEL SYSTEM CONSISTING OF PANEL • (EAT BOTTOM W/ PANELMATES,
<br />Cont. TRACKS TOP k BOTTOM. (2). ENO PANELS SHILL ALWAYS BE CONNECTED TU ETU NG SILL WALL RY MEANS OF
<br />(2} D PANELS SAIILL ALWAYS RE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PAN!'.LMATES TIfL IF USED NR.Y W/ 15' LONG 12) TRACK AT BOTTOM. ENO PANELS
<br />SHALL NE CONNECTED 10 '
<br />SHALL BE PROVIDED AT TOP OF SUCH PANELS, 2 W/ 1/4'Y-20a3/4--U S. OR 7/ 13E 32' 1
<br />WING NUT OR 1 4"•-20A3 MITE. UM85C INTO TAPPED7 ( XC[PT AS
<br />NOTE
<br />(3) IF END PANELS ARE CONNECTED i.,q I1DTTOM TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON (5) ELOW).
<br />1/ O-70N314' MS OF 7/0"R.3/32 WING MR OR 1/4'►NS/4- Min. THUMBSCREW
<br />INTO TAPPED BOTTOM 1CK LOCATION OF FASTENERS MAY 8C Al EITHER OF TWO (J) Ft)R CASES WHEN CND PANELS. A/✓f LOSE JOINiLV W/ 75' LONG iRA(,LS {) AT
<br />ME" FIAT FLANGES OF END PANEL. ,O,OTTOM BUT END PANELS ARE NOT CONNECTED TO BOROu TRACK (,�) A STOP BAR
<br />1
<br />I
<br />ANELS
<br />AT HOP OF Su(:N SOME,
<br />(4). IN USE THAI END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Ie- A STOP BAR �F SHALL BE PROWHEN
<br />4. F INSTALLATIONS P
<br />IS ONI Y USED AT TOP} AT LEAST 'M'0 PANELS SHALL BE CONNECTED TO BOROM TRACK () WHEN ENO PANELS AND SOME NE LAIATE PANELS ARE DIRECTLY
<br />PANEL
<br />USING SPECS INDICATED ON MOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS MOUNTED TO FISTING WLL WALL A'� MEANS 11 PANELAONE INI11IORTRACK
<br />MAY BE USED JOrtR1Y W TRACK �) A RATTACHING• M i K
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W TWO PANELMATES FO// SPACI T 80 OM BOTTOM NAC TO WALL
<br />/ LLON'ING NG SHOWN ON ELEVATION AND N/ y,J 1/1'
<br />(5) SEE SECTIUN 1'. 3' 8 4" ON SHEET 24 SEE ANCHOR SCHEDULE ON SHEET 25.. Min EDGE DISTANCE. FOR TARS U51, INTERIOR PANEL USID ,NUNTIY W/ 42) DOES
<br />""HINIFNNWNrF/A sl/CN LTNAT TAO,IA(:EN7 PANELS {�OQ (T2F+)E LEFT 6 RIONT STBY ANY MEANS TRACK r.T2hi)ERIOR LPBBBANEEECIj SAILED
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<br />RLUUNLD
<br />)ffALL MOUNTING INSTALLATION
<br />SECTION 5A
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<br />SPACING MA04D UAW; FACTOR Sit- NOT
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<br />POURED, CONCRETE
<br />OR CONCRETE BI DENT
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<br />WALL_1!9UhIINC N5TALLAT10
<br />SECTION 5B
<br />9 UFE_SAFETY PANEL
<br />1/1111111,0", `_•I:AI-' T 'e -,"
<br />�, ,. v, A..T!w;,
<br />ice:'•' \,\CENSF'•..'P
<br />No. 44167
<br />*: I * -:
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zon
<br />R2.3. Innco. ONC y0 GAGE GALVANIZED STEEL STORM PANEL iA
<br />Y.� --- �---PR--- -----
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<br />_____ -_ _ i
<br />GENElOAL NO'EE31 VALID E-2 HANG 5'jy[DE PANEL S^[STFl1
<br />1 F-2 WING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E.. D.) HAS 0£EM VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT Of IAPCON ANCHORS. AND PANELMAi[ FEMALE 10 A PANEIMAIE PLUS INTO CONCRETE
<br />j
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLDt00A BUILDING CODE. BLOCK SHAWL BE 1 1/1`
<br />DESIGN WIND LOADS 51A41 BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED COOL, B.2) MINIMUM EMBEDMENT OF 1/4'9 A 7/8' CALK -IN ANCHORS SHALL BE IS 7/0- INTO CONCRETE.
<br />'
<br />A N T/I H FOR WIND
<br />SPUD AS REQUIRED 8Y JURISDICTION WHERE THESE UTTERS WILL INSTALLED NO FNBF.OAIEN INTO ANY FINISH MA PERMITTED EEO E E BIAS CT ON E E E 5H
<br />�" AND MATERIAL SHALL. BE
<br />F A DIR f 7--I T MAXIMUM
<br />OR EC IgVAI/fY fAC10Pr Kd�0.R5 USING ASCE 6 AND SH411 NOT X THE I M EXCEED MA%MU A5D , ' ( 1 4 r- O' 15 N Y rl 2 5 SIDEWALK BOL USCG SHALL BE LONG ENOUGH SHOULD AN WISH A T TO
<br />( / M fEAIAL EXIST)
<br />f7F-LION PRESSURE INDICATED
<br />CSSURf RATINGS ND GTCD ON SHEETS 23 A 26. E 3 I W 4 M ENGAGE ,/ 0 ANCHORS,
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, UL111NTE DESIGN WIND LADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.5 IN ORDER To 6 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAND5 BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 k 26. ANCHORS S N.L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEYND SUCH PARE15, ANCHORAGE
<br />SWILL BE AS MENTIONED IN 8.1) ,POD IN 01,2).
<br />IN ORDER TO VCR" THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 13% INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS E{QE USED IN THERE ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) INCH NIS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />N P 1 STORM PANEL'S � UACY FOR IMPACT AN FATIGUE RESISTANCE IK5 B fN VERIFIED IN H EL ADNO D ENCLE VE EO ACCORDANCE ROT SECTION 1026 OF
<br />THE PER FENESTRATION T E ABOVE MENTIONED CODE AS E E E'37TRATION SYNC TOR^•. INC. REPORT 0 " AS 7 T - i E LABQRA 0 / 2 3., PROTOCOLS AS TD ]1 l7 SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />1 -
<br />TAS-202 AND AS 15 f0 BE ARACnFO TO INSURE PROPER ANCHORAGE TH35 SNUREN SHALL ONLY BE ATTACHED TO CONCRETE, STOCK
<br />I03
<br />2. THIS,SYSTEM HAS MR DESIGNED IQ BE 1NSIALLEG ON ThF. OUTSIDE OF THE OPENING A:GE55W4 THE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR UFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALIATKWN CONTRACTOR IS 10 SFAS/CAUI.K. ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE DUILDING 10 PRCONT WINO/RAIN INTRUSION CAULK AMC' SEAL WETTER TRACKS ALI. AROUND OULL
<br />LENGTH,
<br />ERNE 7 P t 3. SERIES 000 INSTALLATION 15 M UCA81,E 1D SINGLE AND DOUBLE RUNG STYLE WINDOWS i F IR' I _ AMEN INSTALLATION IS R.(w EE D aL
<br />PERFORMED FROM THE INSIDE. 0131HUCTURE ISSTORM PANEL INST UTY WF/Ll COMPLY Wh SPECS INDICATED,LI iNI5 DMwING PLUS ANY BII IOIC AND CONING
<br />REGULATipNS PROVIDED BT4 JURISDICTION WHERE PERMIT is APPLIEDi0.
<br />A. SE30f5 2000 INSTALLATION R M17LNCABL[ ,O SINGLE. AND DOUBLE HUNG AND H0R12Ok7A 5L+0l:17S STYLE WNTURYS WHEN
<br />F 1. INSTALLATION 15 REQUIRED TO PERFORMED D FROM THE N OF STRUCTURE 1 ATRIUM WIN N RTC. E - N N SYSTEM' ORE SIDE ST UCTIJR WINDOWS AND DOORS, 2 A G STORM PANEL SY; LM r5 PATENT POIORq
<br />10 DOCUMENT RED.
<br />NENGINEER IS N R P E SRNs q BE 8083 6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) () ( ) 0 M THIS GENERIC W AND DOES NOT PDI4r11:
<br />Y P I THIS P 1 T A I N 5, ALL ALUMINUM XiRU T -T R. 5 O C RODE C OR
<br />A OF WHERE
<br />INFORMATION fpP A SITE SPECIFIC PP CT: i ♦. WHERE THE Sln" CONDITIONS DEVIATE FROM THE PE
<br />1
<br />6. ALL ALUMINUM SHEET METAL USED Al CLOSURES SHALL HAVE 31OS-H14 ALLDY.
<br />i
<br />(6) CONTRACTOR TO BE RESPON5RTLE FOR THE SELECTION, PLK(G14lSE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />STEEL SHEET R TY M A- THIST
<br />PRODUCT BASED ON THIS P PROM H T �. ALL t1EE METAL PANELS 51Ati. NAVE STRUCTURAL OUAL1 STEEL_ AST 85] tlAAD% SO Me, ()AL VANI ED STEEL EC DEO E E DOGS I10 7[ FROM M CONDITIONS 1 ON
<br />2 /SOPS E s DETAILED
<br />'S RE
<br />DESIGNAIIJN W/Fy. 58.5 N•i (AFTER ROLlEO). THIS DOCUMENT CONSTRUCTION SAFETY At SITE ,S THE CONTRACTOR'S RESPONSIBILITY.
<br />8. AIL SCREWS 10 RC STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEN DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODInED,
<br />7
<br />560 B W 50 W� YIELD STRENGTH 90 bf , TENSILE S C FLORIDAI I 11. -
<br />/ ELD RCNG AND 'ENSLL SiR[NTi1/E k HALL COMPLY W/ FLORA 9U tGING CODE SECTION 24 13.4
<br />(0) SITE SPECIFIC PROJECTS SHILL 9E PREPARED BY A FLORIDA NCGIStEREp ENGINEER OR ARCHITECT WHICH WILL
<br />P. RDLTS 10 BE ASTM A-307 GALVANIZED STEEL. OR A151 304 SERIES STAPI. STEEL PATH 36 WI MINIMUM AIFLO STRENGTH. BECOME THE ENGINEER DO RECORD (E,O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. MMECR, SMALL.
<br />10. ANCHORS 10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC. DRAWINGS FOR RCA(IN
<br />(A) TO YI`DN'q PDLLRLL.'. v4ri1..RETf'
<br />(e) THIS TIED, S31AL1 BEAR THE DATE AND ORIGINAL SAL AND 5IGNAEURC DF THE PROFESSIONAL ENGINEER Of
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<br />- 014- 10 PANELMATE FEMALE ID III PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCT" PRODUCTS ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE' ONE (ABEL SHALL BE PLACED FOR EVERY OPENING
<br />W -3350 P.9. i.) IABE41NG TO COMPLY WITH SECTION 1709.9.2 OF THE FUDIDDA BUILONG CODE..
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE WALL BE 1 3/4' A14D 2- FOR PANELMATE
<br />FEMALE ID A PANELMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4'r X 7/B' CALK -IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE, NO EMBEDMENT INTO
<br />ANY FINSH MATERIAL SHALL IRE PERAQ7TE.D
<br />1/4. 9-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(StIOIJLD ANT FINISH MATERIAL pt157) TO ENGAGE 3/4`
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<br />OF AS, MENTINED IN A 1) AND IN A2).
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<br />- 1/4' r IAPCON ANCHORS AS MANUFACTURED BY I T YI BUILDS%. I$ - FLORIDA BUILDING CODE HI h Velocity Hurricane Zone
<br />- 1/4- P A 7/8- C'KK-W ANCHORS, AS MANUPACTURED BY DENALI INC (Vm-1500 R9.I.) ` - - = (4 F7C7O TARco Iw: I
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