|
s.
<br />ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 tr 20)--- -
<br />P r MAX.
<br />w�Et%i1.�v/I91 Mw/28 �WN/t6,�7wt/19"tMw/7o - wl
<br />0 0 0� o o it b
<br />A<HXAM NAfi � REC�AM 5T A,Mm
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<br />3•
<br />]A/77, 4A/17,
<br />S+/10. fff�%w/t 748/+7. 1SB/le.
<br />1' MIN 6AW/Ie, 7Aw/i1 aeAw/20 CVTfntVG /1971W/•' Ml.)t
<br />6Bw/20 •- WIN
<br />ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 @ 20)
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL 1 ELEVATION
<br />SCALE ]/IB'-I
<br />I �:l (Nr, fMR/P -1 WIQL wM[Yl OuR WEIY
<br />lil PANEL -:__:.' ' -�:. `-/-_/•y'y'•�'' II'
<br />- _ ., .........
<br />EMLVR
<br />SECTION A -A
<br />SCALE
<br />IlNlllw
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,s.f.) AND -
<br />CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEQU�E 1�?�-'�9 =
<br />No. 44167 -
<br />MAXIMUM AS
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (p.6.f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />8'-8'
<br />2 3/4•
<br />UNBOLTED
<br />_
<br />'•. O,t:•.. FLORlDE'.�'9t4'
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<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />RIDA BUILDING CODE (High Velocity NUT cone Zone
<br />20 GAGE GALVANIZED STEEL STORM PANEL rn
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />i.'
<br />W000 HF/�OER ,INKY' HEADER WOOD IEAOER �� / nCADER
<br />REREQUIREDHE
<br />':IERNREO OUIRm /`\ W ODUIRED
<br />HE
<br />1/ia TAPCON a 6' O.C. L f !-• TMCO1 0 e' O.C. I//4'• TAPCON a 6' O.C. ? I/a'• TAPCON 0 B' O.C.
<br />TwEAA£D �//, I/2' YN. THREADED ,LI/i 1/Y YN. T/NEIOFD W/t 1/2• AN TH REAOEO
<br />\ PENCIRAtIDN AT wo0p MtETPAnON AT T1000 PENETRATION AT WOOD \ \ PENETRATION AT WOOD
<br />'\ MIFADER HEADER � HEADER \ / I HEADER
<br />MIN_ _ . 1 j L .WILL 1 2• r�P`` - 1 % ` /2 ` I
<br />�oHT wRrt
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<br />PANEL LENGTH M flRl IM ' 1• Yea PANEL LI71GTH M LE[T ,•) .-.� '1' LENGTH
<br />(SEE NOTE I SEE r10�C BELOW
<br />MASS
<br />MIT. 5[PARATRN i �� I I PANEL LENGTH Nn maRVOY I(
<br />) I ' PANEL IIMCTH
<br />q�y i (SEE NOTE 1 LOW) ro aJde -- - ' - (SEE NOTE 16D ow)
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<br />�J MI M
<br />- cow I CANT. EO !-ipKJ/1'SS. Y.S. W/ E, •: t/IY 3/32-WINS. Y.S. W/
<br />-7/e••43/3Y WI1r NUT WASHE J/3Y WING NUT
<br />7: 6'! a 3/31' WING IAa ! "6'r . s/]Y WING MASER a 12 1/2' O.C.
<br />I. WASHER • 1T 1/:' O.C. � I Nl/T wA5Mp1 O !.. _ , W'• TAPCON • 6' O.C. WASHER (BEYOND)
<br />(4'! TAPCOM Big ' O.c. ! : , SH TAPCON 0 6' O.C.
<br />§TA6oETLED w/ ro)
<br />OF 1� TON AT YIO'ROTH ST1A TON Ar STUD) TIN OF PLATE
<br />11_ 'AM DATE +E.IIWI" DUTi
<br />k.
<br />2 4' WOW PLA'E 7 ,4' WOW PLATE
<br />a -I •'a.PED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION
<br />WALLQN WA L MOUNTING INSTALLATION ALTERNATIYE 7AW O REGULAR PANEL AIMRNATIVE 78W
<br />ALTERNATIVE 6AW AL ERNAIIYE _EQw' SCALE 3/8 -1 0 LIFE SAFETY PANEL
<br />-REGULAR PANEL O LIFE SAFETY PANEL , wIw SCALE
<br />9 ��P.a. TitT✓
<br />CENT• ..9
<br />t. INSTA;u!o4s ARIL ONLY vALD Foa BUILDINGSWITH As.o. OCSIGN LOADS � J s FLORIDA BUILDING COOS (High Velocity Hurricane Iona
<br />w To .ssa. -72.0 P6F AND PANEL'S LENGTH UP To e'-li.
<br />2. FOR NEW WOOD FRAM CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2. w/ SPECIFIC DENSITY a o.ss OR EOL1AL
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<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />�' �..
<br />COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-,,
<br />- -- 2.391' -- -
<br />(TOTAL w10TN)._ -. ____ - -. - ..2.250•
<br />_-----tI.500' (EFFEC7NE WIDTH) � I
<br />.�1.]50' - ----1350'-- - t.JSO•.-. ;\)-SODTm
<br />Jyp'„C�• iN. r
<br />OO,8' Yel- THICK HEMMED 3,500' 2'24t'
<br />•/ �M
<br />��j�e 1 '! � 2.887• GALVANIZED STEEL
<br />2. i '4af'l -.r HEMMED � ASTA-es3
<br />� EDGE
<br />LgFOAM 90 YNWUM DETAI dJ • .!.�J
<br />''L' c-ao GKV
<br />�lAl A 4B.B ,
<br />1 ---------- __. ________
<br />01 STORM PANEL
<br />PANF1'S END LW "
<br />w/ HEMMED EDGE. � .J
<br />- +-Pew --I
<br />'M :E0.08'
<br />`� 25D'
<br />ISOMERIC VIEW DETAIL AVIEW D��L A
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE.
<br />(N.T.S)
<br />125'
<br />iI
<br />n
<br />I�
<br />(•-3' Max -•-R
<br />O7 3"x3"{Max) ALUM, ANGLE
<br />•�R T?3• H��.
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<br />O REVERSED "h" TRACK
<br />.
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<br />A13'.
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<br />I 3.750'
<br />9
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<br />4� `,►' .TRACK OS
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<br />W61-TS Alum. ALLOY
<br />V -
<br />7S0' .m, (Y7p.)
<br />1_ -
<br />® STOP BAR
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<br />'063-TS Aum, ALLOY
<br />1EF A:.FIL✓J�
<br />i• No.44167 •: =
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<br />.ITS'
<br />T.000'
<br />•25-
<br />© 2*x5"( axj ALUM, ANGLE
<br />20 GAGE GALVANIZED STEEL STORY PANEL
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1 4' TAPCDR ANCHORS/4* TAPCON ANCHORS , K' TAPCON NICHORS I, 4, iAPcON ANCHoPS
<br />C 9'O.C. 0III" o.C, a 9. cc, 09'OC
<br />POURED CONCRETE POURED CONCRETE POURED CONCRETE PARR® CONCRETE
<br />OR CONCRETE CR CONCRETE OR CONCRETE � OR CONCRETE
<br />flLOCK REQUIRED BLOCK REQUIRED 1 _.. BLOCK AEOURREO ' BLOCK REOUIREO '
<br />- MIpK. {Naa. IPA. � tAgK ' 1 I
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<br />a 12 1/Y O.C.
<br />(BEYOND)
<br />�o.IL
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<br />CmRI NUT WASHER (BEYOND)
<br />- 114' TAPCON ANCHORS
<br />_. -1 ,� a' TAF'CON ANCHORS
<br />1 4 TAPCON ANCHORS
<br />1 a' TAPCON
<br />O 4 1/2' OC.
<br />(STAGGERED w/ STUD)
<br />4 I/Y O.0
<br />(STAGGERED W/ STUD)
<br />4 I/Y O.C.
<br />e 4 1/2' O.C.
<br />POURED CONCRETE
<br />POURED CONCRETE
<br />"OURED CONCRETE
<br />POURED CONCRETE
<br />OR CONCRETE BLOC Y.
<br />OR CONCRETE BLOC.
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />REOUwED
<br />WALL MOUNTING INSTALLATION
<br />REOUIREO
<br />WALL MOUNTING INSTALLATION
<br />'EOU'MRED
<br />WALL INSTALLATION
<br />REOLARED
<br />5fQ_TIQN 3A
<br />CIiQjJ _j�
<br />MOUNTING WALL
<br />SECTION 4A
<br />MOUNTING INSTALLATION
<br />SE_QTIOL 42
<br />ILBLQJjLYR PANEL
<br />O LIFE SAFETY PANEL
<br />O REGULAR PANEL
<br />A. _61EE�AELLY. PANEL
<br />SCALE 3/8'"t'
<br />SCALE 3/8•"I'
<br />SCALE 1/8'-I-
<br />SCALE 3/8••'-
<br />SEE SHEET I It A 20 FOR ANCHORS 179E a ANCHOR Tn9 'wmle ,,ppllllllll I sPKtNc roR INSTNLATgNs erto NewNew`�� A: TICL, ...
<br />FRAME BULDNG, YIS MOeI eANWI. OU s
<br />.'AInRVY ANpHDR SPIdrNn3
<br />EDGE SANC[ ARE am4wrEAnNON
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<br />SCHEDLE iED. 1Y35 TID Al«e. �Z.QV'; • ,•JCENSF
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<br />Sc,EgAL REDUCE ANCHOR SPKRO BY
<br />1th WAYNG SPACING SHOWN ON SCHEDULEIalMa Ea Ow Now* Now - NO. 41
<br />IN THE
<br />rOuN•NG orACIpAi. FOR iM5 � •
<br />DNAAKPN
<br />POSSIBLE REDUCED
<br />9PAewc oewlaD USING FACTOR !INNL NDi I ,/2• -- - - = ULST TE DF
<br />DE uas TINN uw•Htw SPACING wDXArIo , m =•Qy
<br />rpl EACH ANCWR TYPE ON T,aS SCHEDULE ' '�i'Q• fL RAC
<br />NAB
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<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />cone Zon
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />i1/4•0
<br />TAPCON O 6- O.C.
<br />W/1 1 2• MIN. THREADEDP
<br />TION AT WOOD
<br />HEADER
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<br />7' �Mw
<br />(Y[ scHawl[
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<br />PIE[ LENGTH
<br />(SITE NOTE 1 BEIDW)
<br />I
<br />I
<br />ED
<br />'
<br />I
<br />� EA Y \ I
<br />2"H' MOOD. RAtt
<br />lJa'e • 3/12' WING NUT
<br />R£WYED
<br />WA9MER 05 IOC,
<br />114-10 PANEUMTE PLUS
<br />e 6 t/4. 0.0. W/+ i%a
<br />'I YIN. THREADED ERNTKw
<br />AT ItlDwg7N OF PATE
<br />WALL MOUNTING INSTALLATION
<br />- LTERNATIYE _8AW
<br />O REGULAR PANEL
<br />SCALE 1/8"-1"
<br />t. INSTALLATIONS ARE ONLY VALID FOPBUILDINGSw A5.0. DESIGN LORDS
<br />UP TO 455.5. -72.0 PSI AND PANELS LENGTH UP roe'-e'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOW MEMBERS TO BE SOUTHERN
<br />PINE N0. 2. w/ SPEOFIC DENSITY OF 0.55 OR rOUAL
<br />1/4'• TAPCON 0 6' O.0
<br />'\ II W/t 1/2" YIN, THREADED
<br />PE'NETRlT1ON AT WOOD
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<br />w000 `EAGER
<br />.000 E Yin Q1
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<br />E%STING OR SCH ULLE BMW )1e i
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<br />PANEL LENGTH
<br />t/a'•-TOA7' i (SEE NOTE t BELOW)
<br />S.S. Y.S. W/
<br />NYNGaNUT3/�• I i
<br />1 6"
<br />1
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<br />/1t-10 PMIELIM7E PLUS
<br />e e tp• o.c. W I i%e'
<br />YIN, THREADED TION
<br />AT MtO1M1D74 Of PLATE
<br />WALL MOUNTING INSTALLATION
<br />11TiL(j'"49, ALTERNATIVE aft
<br />O LIFE SAFETY PANEL
<br />\DEN SCALE 3/8'"t" FLORIDA BUILDING CODE (High Velocity Hurricane tons
<br />• ND 44167 * z °0 n1QQ "� 20 GAGE GALVANIZED STEEL STORY PANEL ln.-.
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<br />• RID PANELS .S,
<br />0.Tm PANELS IS a}- /a' ANSI W/ .
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<br />e6-' 2�0
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<br />SEE TAME 4 6EEOW V • • 6FE MOR ]I •
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<br />:FH NO`E 1 SEE 4[CIIOMS W SHOP 26 NIF71101t PANELS
<br />W I Jw OO as OO "/ OR A/•'l:!' OO IY • LAST PNNEL 1 TO BE .STALLED AT EACH
<br />• PANEL (ti
<br />LAST TO WE NSIN.LED AT EALII OPOmWG gy�Q K1AYS K PROYOED W/
<br />OPINING SMALL ALWAYS BE FRONDED W/REAR HANDLE TO FACILITATE NSTNI I&
<br />TYPICAL ELEVATION SE�IES 2000 REAR HMOLE in FACLnATI NSTM HOWTYPICALV R INTENDED TO BE METALLED FROM
<br />E-Z HANG STORM PANEL�SYSTE� . Wrnam ro eE PSAUED RAM NSIDE Or STRUCTURE
<br />WSW OF STRUCTURE. -
<br />SrANL !/7M' - t• SAYE LSJ• . 1'
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<br />SECTION A -A SECTION B-B �L
<br />9rXF 3/JY - 1' A�TjF� SCALE 3/]Y - ,'
<br />(1). DEFINITION OF SERIFS 1000. E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL
<br />TIDIES": f��ool,+,l TRACKS AT TOP A PANFJA4AlE PLUS OR 15' LONG
<br />RI
<br />(t). DEFINITION DE SEES 2000. E Z MIND STORM PANEL SYSTEM CONSISTING OF PANEL• (SAT BOTTOM W/ PANELMATES.
<br />Cont. TRACKS TOP a BOTTOM. (2), END PANELS SHALL, ALWAYS BE CONNECTED TO E)D£DNG 5111 WALL BY MEANS OF
<br />(2). j�ND PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELMATIS OR, G USED ' W/ IS" LONG '(YL)F TRACK AT BOTTOM, END PANELS
<br />U SMALL BE FRONDED AT TOP Of $UCH PANELS. SHALL RE CONNECTED TO W/ 1 4'e-TOx3/4 S W/ NC12'
<br />WING NUT OR 1/4.6-20x3 Yin. 1HVN85CREW WINO TAPPED il(EkCEPI AS
<br />(3). IF END PMIELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMIALL CONSIST OF DESCRIBED ON NOTE (3) OWE.
<br />1/4'•-20a3/4' Y.S. W/ 7/8'•r3/32• WING NUT OR 1/4.6.3/4' Min. THUMBSCREW
<br />INTO TAPPEDBOTTOM TRACK- LOCATION OF FASTENERS MAY Bd AT EITHER OF Two (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LONG 1 (2� AT
<br />EXTERIOR FLAT FLANGES OF END PANEL AOTTOM BUT END PANELS ME NOT CONNECTED TO BOTTOM TRACK 2 A STOP BAR
<br />V �L BE PROVIDED AT TOP OF SUCH PANELS.
<br />TAIL N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TACK (;,P A STOP BAR (4)- FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
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<br />GENERAL NOTES: VALID E-Z HANG STORM PANEL SYSTEM
<br />1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPUANCE IN
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID 8 PµELMATE PLUS INTD CONCRETE
<br />ACCORDANCE WITH THE 2020 (70 EDITION) OF THE FLORIDA BUILDING CODE.
<br />BLOCK SMALL BE 1 1/'-
<br />DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE,
<br />B.2) MINIMUM EMBEDMENT OF 1/4'! X 7/9- CALK -IN ANCHORS $HALL BE IS 7/8- INTO CONCRETE,
<br />FOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED
<br />FOR A DIRECTIONALITY FACTOR Kd-0.85. USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A-S.D.)
<br />1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 t 26.
<br />ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-16
<br />SMALL BE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />9.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (AS.0) DESIGN PRESSURE RATNGS INDICATED ON SHEETS 25 & 26.
<br />ANCHORS SIAIL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN 8.1) AND IN 8.2).
<br />N ORDER TO VERIFY THAT COMPONENTS µ0 ANCHORSUSE ON THIS P.E.O. TESTED WERE NOT OVER STRESSED. A 137E INCREASE
<br />IN AVOWABLE STRESS FOR WIND LOADS WAS NU USED w THEIR ANALYSIS. FASTENERS SPICING TO IY000 HAS BEEN
<br />SI
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015.
<br />(C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIEDIN ACCORDANCE M SECTION1628 OF
<br />MANUFACTURER.
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS 7AS-201,
<br />11 IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203.
<br />IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE . THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />1. THIS SYSTEM HAS BEEN DESIGNED 70 BE INSTALLED ON THE OUTSIDE Of THE OPENING ACCESSING 'HE OPENING FROM THE
<br />OR WOOD FRAME BUIDINGS.
<br />INSIDE W/O THE USE OF A UDDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED
<br />12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTwuGuS
<br />FROM THE INSIDE OF STRUCTURE.
<br />CONTACT WITH MC BUILDING TO PREVENT WIND/RNN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH.
<br />RI 1 1. SERIES D00 INSTALLATION 5 APPLICABLE TO SINGLE AND H WI DOUBLE LING STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE Or STRUCTURE.
<br />13 S70RM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUIL.OINC AND ZONING
<br />4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS SE WINDOWS WHEN
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION S REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />14 ATRIUM WINDOWS AND DOORS. INC. E - 2 HANG STORM PANEL SYSTEM" IS PffW PDMW.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />15. (0) THIS PRODUCT EVALUATION DOCUMENT (P E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />8. ALL ALUMINUM SHEET PETAL USED A7 CLOSURES SHALL HAVE 3105-0,114 ALLOY.
<br />INFORMATION FOR A SITE SPEC" PROJECT; i.4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED
<br />(6) CONTRACTOR TO BE RESPONSIBLE 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 GRADE 50 M(n., GALVANIZED STEEL
<br />THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58.5 bi (AFTER ROLL.ED),
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />8. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WTU BE CONSIDERED INVALID IF MODIFIED.
<br />50018 W/ SO bi YIELD STRENGTH AND 90 4•i TENSILE STRENGTH At SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,14.
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 Ka; MINIMUM YIELD STRENGTH.
<br />BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE RE 0. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL
<br />10, ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />FXIS POURED A TO _TNC POURED _- CONCRETE:
<br />()
<br />(a) 1H5 P.E.O. SHALL BEAR THE DATE AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.TW. BULDEX. INC. (MIN. Yc-3192 c.A.)
<br />RECORD THAT PREPARED ET
<br />- 1/4- • X 7 - -IN T / /8 CALK ANCHORS. AS MANUFACTURED BY DEWAL INC. (YIN. 1'c-3000 p.•.I.) /I4-10 PANEL
<br />MATE FEMALE 10 A PµELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION MANUFACTUREDCTS.
<br />18. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDANCE WITH 5ECTIDN 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING.
<br />LABELING TO COMPLY WITH SECTION 17D9.9.2 Or THE FLORIDA BUILDING CODE.
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SK41L BE 1 3/4- AND 2- FOR PµELMATE
<br />FEMALE 10 k PANELWTE PLUS.
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<br />ANY FINISH MA'ERAL SMALL BE PERMITTED.
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<br />Q
<br />SHEET NO.
<br />SH 1.2
<br />
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