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<br />INTO EXISTING WOOD STRUCTURES 1 TO XI T^'y� 0 STRUCTURES 1. E-z NANG STORM PANEL SHOWN ON THIS PRODUCT VALUATION DOCUMENT tP-E.D.) IMS BEEN VERIFIED FOR COMPLIANCE IN 9-1) MINIMUM EMBEDMENT OF TMCOH ANCIiORS AND PANELNATE FEMALE TO B PANELIMTE PLUS INTO CONCRETE
<br />_,�tom�• I tI - ACCORDANCE WM4 THE 2020 (7th ELATION) OF THE FLORIDA BUILDING COOS. BLOCK SHALL BE 1 1/A".
<br />,,,� DESIGN 'WINO LOA45 STNU.L BE DFTERMNEO AS PER SECTION 1@2D OF THE ABOVE MEN11O•ttED CODE, 8.2) MINIMUM EMBEDMENT OF 1/4•0 X 7/8' CAU(-N ANCHORS 8RWL BE IS 7/8''7Kf0 CAPE,
<br />FOR A WND"SPEED AS REQUIRED IMY THE JtRN5QiCTlO14 WHERE THESE SHUTTERS 1HLL INSTAUiD AND NO EMBEQIMENi RNTO'ATNW' FINISH MATRO'UA. SHALT. BE. PERMITIE6: ++ O
<br />AFEDF7aFR NEDADER MENDER ,, ,,. I HEADER FORA DIRECt'w NAUTN FACTOR Rd-D.BS. USNG ASCE 7-1@ AND SFLALL. NOT EXCEET) THE MAXIMUM (A,S.D.} t/A" I-2D S5 5#7EWALK BOLTS USED 5W+EJ. BE LONG EHOUDH(SHOUYA. ANY FINISH MATERIAL EDtlS7} TO P1 O
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<br />SHALL BE AS MENTIONED N B.1) AND IN 842).
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<br />USEDaILN TOUR AANALYSISIS. FASTENERS SPACING SPACI G TO STRESSED. ABBOT ® u L.i 1/2• N ALLOWABLE
<br />>a�, 1 �. 2" l \, �' s tt e - .J DETERMINED N ACCORDANCE WITH N.O.S. 2TD13. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFMTWNS OF THE ANCHORS O y
<br />x•.. I ; WOOD tIFADER i 2• I I WOOD HEARER f 2 ,�, r k STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE REMAKE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF MAN FACTURER. Lo Cam,
<br />i • i i i P "' i I REQIRED MS^' t REQUIRED 11 k r (�- THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING -LABORATORY. INC, .REPORT % 2032. AS PROTOCOLS TAS-201, IT. rt SHPl.I. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 'TFIE. SOUNDNESS OF THE. STRUGGLE Wk1ERE SHUFIER.
<br />° I i d r= I i ! I TAS-202 AND 1AS-203, Is TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TD CO4CA m BLOCK.
<br />OR WOOD FRAME BUILDINGS. \d ANT
<br />( 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENNG ACCESSbNG THE OPENING FROM THE � ,5 >v
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<br />TN Wit 10) I PANEL. LENGTH Uxl tAfLr r I 1 I ,3. STORM PANEL NSTALLATION SViNt COMPLY WITH SPECS INDICATED N 1105 DRAWING PLUS ANY flUItONG AND ZONING
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<br />' i ' w tREET 16) i i ! I/s•P-20x1• i �INISTING LHa SiEEi 1� I r (Sfi NOTE 1 BELOW) 1/4•P-20x1• :. ; t5££ NOTE 1 BELOW) 8. ILLATION -IS RE9VtRE0 PERFORMED THE INSIDE of - ATRIUM WINDOWS AND �DWRS � LTS
<br />I S.S. MS. W5.5. M.s. ALL AUDAULNM EXDYUSHON$ TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS DTLIEffF1H8E NOTED) 15. (a) THIS PRQWCT EVALUATION DOCUMENT (RED.) PREPARED BY THIS ENGINEER LSQENERLC AND DOES NOT pRCA7bE
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<br />t p _ GLASS a 1 j 7/@1 x 3/32'
<br />1 1 ! NRUT _ WY 1 ._- �.
<br />�,•-- { D - _�-" � 6 N0 NUT I ' B. ALL ALUMINUM SPt£E1' METAL USED AT CLOSURES SHALL HAVE 3tO9•-Ht4 lff:LgY.
<br />TO BE RESPONSIBLE i01X:THE . PURDIASE AND IiASTAI%A79ON INCLUDING LIFE SAFETY OF
<br />.I i I ' } I ' I �1 <► TAPQOw H ( I { A ALL SAT S ET PANELS SHALL R� .STRUCTURAL QUALITY S'IM, ASTM A-653 GRADE 50 Min.,. O&VANIZED STEEL THIS PRODUCT BASED ON THIS RE.D. .PROVIDED HE/SHE DOES NOT OEYNATE FROM THE CONDITIONS DETA)EED :ON a •'' ' _) ?✓
<br />Om /FY (AFTER ) TH$ DOCUMENT. C0145MUCTION SAFETY AT SITE IS THE CONTRACTOR`S RESPONSIRJUTY.
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<br />�PFNEnMA14N A7 ! i k i s 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED RNAUD IF MOORED, t3U N
<br />MmWam OF MUTE �± I II ' j D6018 Wf 5O qi tTEiO STRENGTH AND SO kat TENSILE STRENDTH & SNAit COMPLY W/ Ft,ORiCK BUtONG CODE SEC110N 2411.3.3,4. - 1NLr ) f"
<br />(d) WE $PEOTC PI CIS SHALL BE PREPARED BY A FLOROA REGISTERED ENGINEER OR ARCHIREC4 WHICH WIU,
<br />9. BOLTS TO BE ASTiH A-307 CALVANiZEO STEEL, OR AM 304 SERIES STAINLESS STEEL, WITH 38 AM MNWW YlE1D STRENGTH. BECOME THE ENORiEER OF RECORD (E.OR.) FOR THE PROJECT AND WHO WILL EIE RESPO4516LE FOR THE PROPER ¢ L
<br />USE OF THE P.E.D. ENGINEER OF RECORD, ACTNQ AS A DELEDAtED ENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />10. ANCHORS TO WALL SHALL BE AS FOLLOWS SUBMIT TO TINS LATTER THE SITE SPFC3M DROOKS FOR REVIEW.
<br />CONCRETE ,K • `
<br />I.) THIS PS-0, SHALL BEAR THE. DATE AND ORIGIRNI. SEAL AND SIONAtURE OF THE PROFESSIONAL ENGINEER OF s:
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<br />1/4"P TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BWLDEX, IINC, (MIN. f'-3102 P.si.) RECORD THAT PREPARED R1 4"P- 4'S.s. Ms - - . :;,»... I - Tf4' i 1U 7ffl" CALK-N ANCHORS, AS MANUF'ACTUNED BY DONALT INC.. M, r -3000 pa.N. cow, / • 2N3/ W/ „ tf41••-2tALT 4'S:S.. MS. W/ „. , . ( )16. STORM PANEL MANUFACTURER"s BEk. QN : Y MxS .. ./ i. - 14-. M LA SHALL � 1.00.A'IE)F AREADILVISIBI:E LOCATION ATSTOW PANEL INL /P /3x"WMX7 NUT , 7. NO. t ✓t.. 10 PARELMATE FEMALE ID 8 ARELMATE PLUS ANCHORS, AS MANUFACTUREDI BY ELOO CONSTRUCTION PRODUCTS. �yF NG.. NUT it #..... _ 1,�"4 z 3/3s" WINO WARIER 6 t2 t O.A /8 Hhe3/3X ,M1 NLIi ' r v`,r , ACCORDANCE VA'TH SECTION ti0@.B3 QF FLONIDA BUhDIN CODE. ONE LABEL SEUd t. SE PLACED FOR EVERY OPENING.
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<br />} LABEUNQ TT1 COMPLY WITI SECTION 1709.8,2 OF THE FLORIDA BUILMNG CODE.
<br />U 'p�*' s 1 W-3350 P21.)
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<br />•�1 , } L _ E! FEMALE W A PANELMATE PLUS.
<br />L W 12• AWN. T18iFA6EH N t 1 x' MW. TkWEAOEO •!1 # PLATE REQIRED
<br />/ht ��TWN AT MIWWDTH /� // y{ ` - PEKEIRA , PEIIETRATgN AT 1109YA1TH I ; I • WDOD PUTS ' WOOD PLATE (,r.. - . p7
<br />IOF PLATE ftM1D PAs>rTA41s' I _ {) /14-t0 PANFSJ1t.TE I I ) MINIMUM EMBEDMENT OF 7/410 X 7/8• CALx-IN ANCHORS SHALL BE IS 7/NY INTO CONCRETE. NO E SEDMENT INTO
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<br />fLORIDA BUILDING CODE HT h VNaaR NMrrTaons Zons �`: } FLORIDA SUILDING CODE NI h Velocity No cons Ions t 4 t TA} G0N ANCHORS AS MANUFACTURED BY I.T.W. BUILDER Rle, = $ FLORIDA BUILiMNC CODE Ni h Va11Io Nor no Zone
<br />I. INTIA LAD NS ARE ONLY 141UD FOR MGM WITH AS,D. DESIGN LOADS - - / -
<br />UP TO +SSA -7LO PSF AND PANELS LENGTH UP TO W-x. _ N!r 1 : s • We P.P. t N} 44167 Z Pao wow M 20 GAGE GAIVANiZED STEEL STOW PANEL FP. - 1/4` 0 X 7/5" CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT NC. (FIn-130D p.x.iJ - O � am exrm. INC, FP.
<br />ND• aF - 20 GAGE GALVANDED STEEL STORM PANEL r _ .e 20 GAGE GALVANIZED STEEL STORM PANEL
<br />2. FOR NEW WOOD FRAME CONSTR UCTIOR W0o0 WrAFae N BE SOUTHERN z : _ oANWI fn, 1. INSTALLATIONS ARE ONLY VALET FOR BUILDINGS WITH A.S.D. DESIGN LOADS * • * � '^� OR41U1 � /14•-10 PAhV_WATE FEMALE a AND PANELMATE PLUS ANCHORS, A$ MMJWACTURW BY ELM CONSTRUCTION � '��•• � . � � ' OM'AN Wr:
<br />Pell NQ 2, W/ SPEC&TC DEt>StfY O.D3 OR EQUAL_ ie . rrurN.�r RR UP TO +55.5. -720 PSF' AND PANELS LENGTH UP TO 8'-S". _* - D7/>4J2aao PRODUCTS (f*.- l Pa3.) yA - W7
<br />/ s S ATE PROTECTK)N PRODU� �`�
<br />SS GLOBAL PROTECTM PRODUCTS, 11.C. ,,,E %w y 1N1 = CIS. U.0 oWE 1 1 a GLOBAL PROTECTION PROEIUCTS, LLC.
<br />'i S .••• - ..ire ' Q ENO. 2. FOR iK;W WOOD fBNUE CONSTI?rDCTwTNi- WQLTa MEMO' TO lS-SP%IJHE FG -5� .. I- O , fL 33E74 I INC, ii: dXff4
<br />( ] , LARD AW: DI 2Ra.Ei PIKE NO. 2; W/ SPECIFIC DENSITY OF OM O R EQUAL . Ci URl` : 4D00 iW. D? DItiEET : Leon 5.41 51 IIiT4.iT
<br />xwawarea4`•>w, P ic'n'r" Ow
<br />PimrlDLDD)X- s I,-PD4)R�w-a»t. 2Q-i78 - _RONO
<br />.PINr1 A t& 0-1
<br />DIW w- r`'if O°3 .. • •. 'TG "'mW`.1m . r . sll-tu+M1M - t7s+D. L'A+u 12is98 ^8T01' 201wmrRO No: f,'�RWNa"an Ya o :' Ddel xn-ixn " THa4E iPS170It , FAv: (.D47ea2-s7P7 ONWm no:
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<br />AxL77A A 1WG+1 A•, P.L r W1E1 4 # m 1 _ _ a ' ' E # 1T
<br />PANWS END UP
<br />W/ Hamm EDGE.'
<br />R,4G052'
<br />HUN
<br />ISeETRIC
<br />ROUNDED CORNER O ENDS OF PANELS
<br />END UP W/ HEMMED EDGE.
<br />(NT,S)
<br />[ --125"
<br />F I
<br />$ I
<br />,,; i , Loss° {tvP'•)
<br />LLi
<br />r
<br />3` Max.
<br />Q a3NMD cX UM, IAII S STOP BAR
<br />1 T" LONG
<br />BOBS-TDRium. ALLAY
<br />LJ REVE .. "ITN TRACK lam/ R� "U" TRACK
<br />f}
<br />2.RTORY
<br />21>BO'
<br />r
<br />2
<br />�2.1XO'--J (TIP•) L_.-_..._-----s" M{x: _i.?
<br />'AID t T 4 VA 2` (Ma N94, M, ANGLE
<br />6061-T8 Alum. ALLOY
<br />r/P M. OLP -I I.Ir Mrx 4A
<br />1 -0w oR tr & O fH
<br />s3E: S24 �!'Itlli! A-�
<br />80TLE 3(St - 1'.
<br />MOTES
<br />(1>. DFnN Q OP SERIE9,M?Rxul, E - 2 RANG STORM PANEL SYSTEM CONSISTING OF PANE. +
<br />Canf, TRAOMS Top 3R BOTTOM.
<br />(2). },CFO PAt•$LS SHALL ALWAYS BE CONNECTEDTO BOTTOM TRACK MERWISE A STOP BAR
<br />CS} SttMJ. PROVED AT TOP OF SUCH PANELS..
<br />(3). IF END PANELS ARE CONNER:TEO TO BOTTOM TRACK. CONNECn SHALL CONSIST OF
<br />ifA•i-2Ox3/4' MS. W 7 B'Pz3/32' WNG vlti OR 1//YPx3/4' MITI. THIDi)REw
<br />NTO IiWPfD BOTTOM LLX%R1ON CF FASIERERS !MY BLf AT ETSFIER {' TWO
<br />INTERIM FLAT FLANGES OF END PANEL.
<br />(4). N CASE THAT END PANELS ARE NOT O OffCTE-O TO BOTTQtf TRK:IC (t e. A STOP BAR
<br />IS ONLY USED AT Tapp)) AT LEAST TWD PANELS S)11UJ. BE CDNNtxTEO TO BOTTOM TRACK
<br />Lem SPECS TNDCA&I ON VOTE (3) ABOVE. N SUCH OAS£ CONNECTION OF PANELS
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />(SL SEE SECTOR V, 3" &. a ON SHEET' 24.. SEE ANCHOR SCHEDULE ON. SHEET 25. .,saeti
<br />2%241* V/24
<br />CONCRETE. ANCHORS
<br />SONEDDLE ON SHIST
<br />..,
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<br />At..�.\ a i-
<br />: IT A.
<br />a W1505M, i a\ r
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<br />60 X V
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<br />4 SELO*
<br />40 X 'L•
<br />yA IT
<br />AT FJIQ � ��H It2• R •1/:l_f TA EPAT03, .y..n,y,
<br />RriE1ROR. P'L-•--tD +' UST PMEL o TD BE Dt1RTAU.€D AT EACIi�^^
<br />CDPElAIRO TAXI AIWUYS TIE PRO` .D Wt
<br />REAR NAAWLE 10 mum BYSTALU'RON
<br />��������.�t P NTIO01" 70 lIE WRSTALLW FROM
<br />�� INSIDE OF' SlR4TC tI
<br />Tt4` MAx. GAP _ )/4• Aux. FLAP
<br />i ? zRA�m6MtE IaaanN
<br />;c��s-� A' [Ab PAIma7
<br />;. SGlF 3j32" + t,
<br />0). JtEf16C�tt (/t• ^tE)aE5 iNX70: E - 2 NANG STOW PANEL SYSTEM CONSISTING OF PANEL +
<br />��a1t TRACKS AT TOP m PANEL.IANTE PLUS OR 1S` LONG
<br />C2]16 BOTTOM Wf PANE -MATES
<br />(2). END PANELS SHALL. ALWAYS BE CONNECTED TO SUM. WALL B7' MEANS O
<br />PAJEIMAIES OR, RF USEDY W/ 15' LONG TRACK AT BOTTOM, LOUD PANELS
<br />SHALL LIE CONNEC1ED TQ f/4"h2ax3/4 S. W/ i/$'$x3. j
<br />WING NOT GR lm-20z'Fill
<br />. YHLMI IY;%_ TAPPED (2�(E7CCEP7 A5
<br />DESDfaefsT ON NOTE (3).
<br />(3). FOR CASES WHEN ENO PANELS ARE USE JOINTLY W/ 18" LONG C2i AT
<br />BUT R1wl PAtEtS ARE NQT CONNECTED TO wTTON TRACK X STop RUE
<br />SMALL BE PROwDID AT 7� OF SUCH PANELS.
<br />(4). FQR NSFALUUKWS WHEN END PANELEIGS
<br />S AND SOME INTEBOR PANELS ARE OTECILY
<br />MAY BEUSEDJONTL.Y WLLTRXJK t2)NE NS PMA4ETUUUTES. NO 9404. ON DONE INTERIOR 3TO WALL
<br />NO
<br />EDGE N AND
<br />fISTAHCE: ANELMAFHG iN°iEhT0.4 PANEL USED SKI Y ity}
<br />NOT
<br />TO BE COwry
<br />StK,xIN7WRTNIPARES TOE r2& RIGHT' FANI* HAVE
<br />THEIR QVET?LAPS RE7ANED By.
<br />ON SHIRT 25
<br />FOR On.
<br />suwmm
<br />/a•..EO EO. I j/
<br />WALL AND DIRECT lHIOL1NTING tNST.
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<br />8 �L
<br />86£ 2PapFIDDIMe PEOVSWJWRTt: lDlt
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<br />R a Rum . £ OF* , To 1TasNaM(g�j4 at
<br />AT: tlIA&D ON 1000 DRr✓bDo
<br />[2�f W3j affiTALuliDrl T11+E ON DMDiT xS
<br />ISMS. S0� Fd1 BE 4'�G1b1/&
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