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I I I II I R •y 71.JI"'A71Fr."!Ra'1p111
<br />... _.... _... ._.. _ _. _. ANCHOR5 (SEE SECTIONS ON SHEETS 17. 18, 19 a 20)---.__..
<br />'3' MAX: SA/17, 4A/17. SA/ts. 31/17, 69/17, 31/19, 3' MAI.
<br />smwpgA 7100/111T ! 60111/20 aM/m 7•N/19 a OW/20 I' MIN. '
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<br />-_......ANCHORS (SEE SECTIONS ON SHEETS 17, 10. 19 a 20) -
<br />_
<br />QFTIQN U FOR LIFE SAFETY STORM RA iELa ELEVATION
<br />SOLLE 3/1a•-i' I/.• rA. COP
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<br />srALE 3/it•-+•
<br />MAXIMUM A.SA. Mo.. PANEL LENGTH
<br />MINIMUM SEPARATION I PANEL
<br />DESIGN PRESSUR£ l
<br />RATING (p.s.fJ (SEE SECTION$)
<br />SECTIONS)
<br />TO GLASS CONDITION
<br />+55.0, -72.0 g'-6"
<br />2 3/4- UNBOLTED
<br />Li 10000 HEADER
<br />REOWRED
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<br />-l3/t 1/2' MM. iHRE
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<br />UP TO +S54,, -72.0 PSi AID PANEL'S LENGTH UP TO Si
<br />2. FOR NEW WOW FRAME COWMJCTXW, WOOD OEMKAS TO BE SOUTHERN ¢ NO, 41167 .,s mam. ANc 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />PONT 40. 2. W/ SPECOX OEnSITT O 0.55 OR EQUAL of/
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<br />COMMMENTS FQR SE IES 2000- & I Q_OO_ E-c NAtgSTORM PANELS
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<br />c17R FYEAI wow FRA4,E WNS'TRVC7fDIi; W000 MENDERS TO BE SONHERN
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<br />(2) Jj4D PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP DAR
<br />(BJ SHALL BE PROVDED AT TOP OF SUCH PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACX. CONNECTION SHA.L CONSIST OF
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<br />(3), FOR CASES WHEN END PAWLS ARE USE JOINTLY W/ tS" LONG X AT
<br />�'R'T17M1 BUNT EH# PAWLS ARE NOT CONNECTED TO BO77Ot TRA47S 2 . A STOP BAR
<br />@J SHM11 6E PROVIDED AT fiP OF SUCH PANELS..
<br />(4). FOR MISTAUAT)ONS WWN EIN PANEEUNTED TO�LLS AND SOME IINEROR PANELS ARE DIRECTLY
<br />ALL
<br />wI TWO A/dEtNATY BE USEDNTES FIXtA171NGK SPAC NG SHgvnl ELEVATION MbCANS OF FIA ONE N' MR3TTO
<br />M)n, EDGE DISTANCE. FOR TH115 9FTERIOR PANES USED Y WI DOES
<br />NOT NEED TO BE C)H�NEt, TD 9Y ANY MIEANS. TRACK SHAD. INSTALLED
<br />SUCH THAT AOJACEM PANELS (IQ UST EL RIGHT SIDE MN R PNNF.1) HAVE
<br />THEIR OVERLAPS RETAINED BY L2J
<br />'$_ FLORIDA BUILDING CODE tMah Y61064Tv Hurricane
<br />POURED CONCRETE
<br />OR CONCRETE 6LOCk
<br />REOLAREO
<br />,4-iD"s PANEUOMUE P•LS W/
<br />0 a 3/32- WONG NUT WASHER
<br />a 6 1/4" OC
<br />POVREV CONCRETC
<br />OR
<br />nRfCONCRETE IR:DCK
<br />WALL MOUNTING I I ATION
<br />I�BEOYIAti .PANEL
<br />SCALE 3/8'.1'
<br />Ki SHUT 44 W" fa0. ANCHOK9 TYPE i
<br />M19MYR TOM
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<br />SPACW. FOR W94LATIONS PDO WON
<br />WO, New oNa m 00
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<br />MCE 06TANCE ARE WaICM ON Tr9S
<br />•-WITANCi taMi.M RJ
<br />, 3
<br />- 3 -
<br />10WEDIAE MI EL. LESS PA` 9 9H A4041
<br />SCHEDIAE REDUCE ANCHM SPACING by
<br />WAIWL.1Vt9 SYACWG SH000 ON SCKAAE
<br />". 4 olwr iA D>•)
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<br />BY TIE FOU,aWR6 FACTORS. FOR THIS
<br />opumlow TO K po"MUL AIDUCED
<br />...__. .._..
<br />_..._ . ..-_ _._
<br />SeNDW OWDWOM US" FACTOR SMAL NOT
<br />gum TO" W"" SPACING *$aCi=
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<br />CR aONCfETE SUIC1
<br />REONHED
<br />WALL MOUALLeI14ii
<br />0 LIFE .SAFM PANEL
<br />SCALE
<br />eves
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<br />J
<br />PI:ArmNV M OI ES:. VALMI E-Z NAIL STIDI RIA PANEL SMMA
<br />I. E-Z HAND STORM PANEL SHOWN ON TINTS PRODUCT EVALUATION DOCUMENT (P.EO.) HAS BEEN VERIFIED FLUB COMPLIANCE IN at) MMAMMUM EARIEDMINT OF TAPCkt ANCHORS AND PANELMA7C FEMALE ID a PANEIHATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDIT") OF THE FLORIDA BUDDING CODE. BLOCK SHALL BE 1 1/4-
<br />DESIGN YHHO LOADS SHOAL BE OETTINIMEp AS PER SECTION 16200E THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'i X 7/8' CALK -IN ANCHORS SHALL 13E IS 7/0` INTO CONCRETE -
<br />FOR A WIND SPEED AS REAMED BY THE JURISDICTION WHERE THESE SHUTTERS WILL 9E NSt O AID NO EMBEDMENT INTO ANY HTNISH MATERIAL SHALL BE PERMITTED.
<br />FOR A pi�CTIONALAY FACTOR Kd-0.85. USING ASCE 7-16 AND SHALL Hopi EXCEEC THE VAXWUM (AS.D.) 1/4" 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EM(0gSHOULD ANY FINISH MATERIAL EMO TO
<br />DESIGN PRESSURE RATINGS INDICATED5 ON SHEERS 2 4 26 ENGAGE 314' INTO ANCHORS.
<br />N ORDER TO VERIFY THE ABOVE CONDITION, ULTIWTE DESIGN ARTtlD LOADS DETLRMTIPIEQ PER ASCf 7-16
<br />SHALL DE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MUL71PLYW THEM Or 0.6 IN BINDER 70 8.3) IN CASE THAT PRECAST STONE, OR PRECAST ODNC3RETE PANELS BE FOUND ON T14E EASING WALL
<br />IO COMPARE THESE WI VAX. WS.0) DESIGN PRESSURE RATINGS 0OC4TED ON SHEETS Z5 a 25, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SMALL 1# AS MENTIONED IN B.1) MO IN B.2).
<br />IN ORDER TO VERIFY 7/M AND ANCHORS ON tH15 P.E.O. AS TESTED WERE NOT OVER S1RW A INCREASE
<br />WIND OADS
<br />STRESS FOIE AMID LOADS WAS BDE USED M THEM ANALYSIS FASTENERS SPACING TO WOOD ,AS DEER
<br />HAS EEN
<br />D ERMINED I
<br />DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE. WALLED FOLLOWING ALL OF THE RECEIw,MENDAl10hT5 AND SPECIFICATIONS OF THE ANCHOR'S
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1N ACCORDANCE WITHWITHSECTION 0626 OF MANUFACTURiER.
<br />THE ADM MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TA5-201, It R SHALL BE THE RESPONS*Xfn OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SINTER
<br />TAS-202 AND TAS-203. tS TO BE ATTACHED TO 1NSUiE PROPER ANCHORAGE. THIS SHUTTER SAKI. ONLY RE ATTACHED TO COYCAM BLOCK
<br />2. THIS SYSTEM HASBEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING 7H1E OPENING FROM ME OR wow FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPIICAT04 IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN 04 CONTTHUOUS
<br />FROM THE INSIDE OF STRUCTURE. WITH THE BURDWIG 10 PREVENT WIL. M
<br />ND/RAIN ISTRU51DN CAULK AND SEAL TRICKS AU AROUND FULL
<br />HT
<br />LENGTH
<br />3, SERIES 1000 INSTALIATKJN IS APPLICABLE TO SINGLE. AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQURED To BE
<br />PERrORWO FROM THE INSIDE Or STRUCTURE 13 STORM PANEL N5T'ALLOM SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING FLUE ANY BUILDING AND 2ONrNC
<br />REGULATIONS PROVIDED BY THE JURISMIDN WHERE POW IS APPLIED t0.
<br />4. SERIES 2000 MSTALLATKN IS APPLICABLE t0 SINGLE AND DOUBLE HUNG MOtiORIZONaAi. SLIDERS STYLE WN[tiOWS WHEN
<br />NSIALUAIION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 14. ATRIUM WINDOWS AND DOORS, INC_ E - Z HAM. STORM PANEL SYSTEM- IS PMfliT PENDIN,
<br />5- ALL ALUMINUM EKTRUSHONS TO BE 6063-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. 1.) THIS PRODUCT EVALUATION DOCUMENT {P.ED:) PREPARED BY THIS ENGINEER IS GENERIC ACT DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECtFlC PROECT; I.e. WHERE THE Snr CONDITIONS DEVIATE FROM THE P_E.O.
<br />6. ALL ALUMINUM SHEET VrfAL USED AT CLOSURES SHALL HAVE 3105-M14 ALLOY.
<br />(W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />7. ALL STEEL. SHEET METAL PANELS SHALL ,4AVE STRUCTURAL QUALITY STEEL ASTM A-853 GRADE 50 Min., CALVAHRZED STEEL THIS PRODUCT BASED ON 11-05 PE.D. PROVIDED HE/SHE DOES Not DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/FF. 56.S Xvi (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT " IS THE CWTRACTOR'S RESPONSIBILITY,
<br />B ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NV SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED Wi W MODIFIED.
<br />50016 W/ 50 kvi YIELD STRENGTH AND 90 ksi TENSILE STREWN A SHALL COMPLY W/ FLORIN BU0.ONG CODE SECTION 24173.3.4
<br />(d) WE 5PCFO PROJECTS SMALL 8£PR PAREb BY A FLORIDA REGISTERED ENGINEER OR ARCNiTEGT WHICH KrLL
<br />S. BEASTS TO DE ASIDE A-307 GALVANIZED 57E=L: OR ANSI 304 SERIES STAINLESS STEEL, Wi1tt 38 k9, MINIMUM YIF1D 5TIRENCTM. BECOME THE ENC.'INEER OF RECORD (E O.R.) FOR THE PROJECT AND WHO WILL K' RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E 0. F„NCMNEER OF RECORD, AT;TNO AS A DELEGATED ENGINEER i0 THE P.E.D. ENGINEER. SHALL
<br />10. ANCHORS TO WALL STALL DE AS FOLLOWS, SUBMIT TO tHt+S LATTER THE SITESPECIFIC DRAWINGS FOR REVIEW
<br />(A) �O������E'
<br />(e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY 1 T W.. BUTLDEX, NC_ (MN. f c 3192 P.9.i,) RECORD THAT PREPARED IT
<br />- 1/4' P X 7/5' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT NC. (MIN. T'O...SWO V_,L) 10, STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE 10CAIION AT STORM PANEL N
<br />- 014-10 PANELA4ATE FEMALE ID a PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSRRIJCTTON PRODUCTS
<br />ACCORDANCE WTM SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEMi
<br />(Ys-335p T)
<br />P.9 LABELING TO COMPLY WITH SECTION 17099.2 OF THE FLORIDA BUILDING COOS
<br />Ai) WWi EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2- FOR PANELMATE
<br />FEMALE O a PAWWATE PLUS.
<br />A2) MINBAUM EMBEDMENT OF 1/4.0 X 7/8• CALX-N ANCHORS SHALL BE IS 71C IATO CONCRETE. W EMBEDMENT INTO
<br />ANY FINISH WTERAL SHALL BE PERMITTED.
<br />1/4' 11-20 SS SIDEWALK BOLTS USED SKq, BE LONG ENQUGM(SHWLO ANY FINISH MATERIAL EXISt) TO ENAU 3/4'
<br />INTO ANCHORS. MM
<br />A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXTSTTNG WALL OR ,3, ..:•.• Vr
<br />' •
<br />FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAi `T<• vCEAN.C+.'•-
<br />BE AS MENTNED N 41) AND N A2). •
<br />:•
<br />; NO. 44167
<br />(B) TSiD TSTiffiG cDxcRETE. aL:_ WA3 i * : t
<br />- 1/4' P TAPCON ANCHORS AS MANUFACTURED BY tTW BUILDFX, INC ' FLORIDA BUILDING CODE NS h Velo= Hurricane Zone
<br />- 1/4- ► X 7/e' CALK-N ANCHORS AS MANUFACTURED BY DEWALT INC.. (4'Tn.%t50EH P,s.L) ©., Ft euEw. NKe 20 GAGE GALVANIZED STEEL STORM PANEL rP,
<br />- 114-10 PANELMATE FEMALE 10 AND PANEP, LMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CGNSFAUCTIN DAAAN eT
<br />_
<br />PRODUCTS (I'-2071 P., T)
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<br />9YAi L.,YQUNIINE: INST.
<br />" T FLOOR TO GEIU�NTING INST, BSUjLD-DINT MCNINTING INST.
<br />SECTION 1 O 4CALE s/9.1 :
<br />SCALE 3t/I�29yyr• g� Gu(3j(3 SALE 3A -
<br />6Xi�a V4LTI9K5 IID21,eWYDIR NDR SCALE 3Ie-,• SCALE 3JM 1'
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<br />NO.44167 .
<br />I--+•- - 0 Top a ACTION MOUNT,= CAN at - FLORIDA BUILDING CODE Ni h VelocityHu cam Zone
<br />t M"" W "P, To SLM
<br />AM' Aw
<br />© i AaT"LL` °" _ 5".. STATE OF /E� $ nu m. MG 20 &AGE GALVANIZED STEEL STEADY PANEL a.
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