|
-- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)------ --
<br />MAX• 3A/17. 4A/17, 30A 3I)J17, 4B/17.
<br />MIN. LAW/19, 7AW/19 a &Aw/7A ww/Ls. 76W/19 a eaw/2o 1'
<br />b 0 0 0 0 0
<br />• , I 141r-?/7/1S.S. MS
<br />Nm WASTE 4 OA/TSY
<br />I i I � T--
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<br />PATIEL BOTTW I �` P P i11� i
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<br />. 7AW.86/tA
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<br />3,1' MIN. t MRN.I
<br />,.._._ .._.....v.e...__.»._....� ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20)-.--...---.___"__.____. t
<br />OPTION #2 FOR LIFE SAFETY STORM PANELa ELEYATION
<br />SCALE 3/16--1" 1/4" FLAIL
<br />GAP
<br />•
<br />• • \ � .c L . I. a :- l _. \ ■ _ a � _ _.
<br />MAXIMUM A.S.D.
<br />MOH. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.B.N•)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />B'-B"
<br />2 3/4"
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY 5JQRM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />j>� NEMER "'-S, j W000 MOWER 'r
<br />TAPCDN a a' O.C. 1 , 4'r bWCOM o 6• ae
<br />'\ /1 7/2" MAN. THREADED / I - ff H/2' WN. THREADEQ
<br />1 PENETRATION AT WOWPEFETRATON AT 11000 li
<br />tll / M9n
<br />I
<br />A.M 1
<br />EXISTING Ift
<br />-'
<br />,
<br />GLASS SNME
<br />OIL SHEET te)
<br />1
<br />T.• 4m.
<br />PANEL LENGTH
<br />(SEE NOTE 1 BELOW) EXISTS
<br />1/4 )}
<br />GLASS
<br />MAX.
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />i 1 .
<br />� 'L- MOH. t"lAS5 in MASS
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<br />1 BELOW)
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<br />WALL
<br />MOUNTING INSTALLATION
<br />WALL MOUNTING INSTALLATION WALL MOUNTING
<br />� TERNAiIYf
<br />INSTALLATION
<br />BBW
<br />ALTERNATIVE 7AW /1 REGULAR
<br />SCAE 3/s"-i"
<br />PANEL
<br />ALTERNATIVE 7HW
<br />O LIFE SAFETY PANEL
<br />' 4 Ll
<br />SCAT 3/8':1`
<br />,SA��PANEL-
<br />SCALE 3/6'. i"
<br />AIiTINIMa��,,I,
<br />SCALE 3/e'.1"
<br />tinWa�CEN$F`�A9sc
<br />��P
<br />'•
<br />1. INSTALLATIONS ARE ONLY YAUD FOR BINDINGS WITH AS.D. DESIGN LOADS
<br />2
<br />FLORIDA BUILDING CODE j
<br />UP TO +55A -72.0 PSF AND PANEL'S LENGTH UP TO W-8-.
<br />S
<br />' No. 4
<br />1 S
<br />�c c
<br />P1mp ntECo. ,tiC.
<br />zo GAGE GALVANIZED STI
<br />2. FOR FEW WOW FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />-
<br />r STA
<br />E _ _ ,_ >
<br />e/ i ■ I w w -
<br />\ GLOBAL
<br />PROTECTION
<br />a 6" O.C.
<br />THREADED
<br />WOW
<br />1" EN L
<br />PANEL EN
<br />I B
<br />(SEE NOTE BELOW)
<br />Ms. w
<br />NtRr
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1
<br />u .-__..___.-,.____.�n_. -.---•----2.230' 2.591"� ,-- (TOT WCDi}_._ �---^• i 12.
<br />12.500' (EFFECTIVE WIDTH)--_- ....-..-�
<br />I 3 P
<br />_
<br />.075• 2.5 .075` j
<br />Ty
<br />2.244' p. ,
<br />2:657" flAUtAIN'A IDED STEEL H EMEQ., •, ! 3.SD0-
<br />2.000' J l 2.244"
<br />TOP. AMU A-03 7' '.,
<br />.2 NEMMIEO ,y1117.5 I
<br />4
<br />;RIDE 50 MINIMUM 0EG0. AJ -r ' I
<br />y G-5D CaB +
<br />H CONTAIN A )' 48.6• t i I Q NZS" q2� +
<br />�•-1.3150' i. '
<br />2,470"
<br />STORM PANEL 4 1-•2.47D"---
<br />O REVERSED `h" TRACK REVERSED "U" TRACK
<br />U
<br />PANEL'S END UP-
<br />W/J HEMMED EWE.'`
<br />.125' .125"
<br />I
<br />HEMM
<br />ISOMETRIC VIEW DETAIL A 2.000"
<br />ROUNDED CORNER 0 ENDS OF PANEL'S i
<br />END UP W/ HEMMED EDGE 7�.
<br />(N.T.S) L_ H
<br />Al)_
<br />2.OQD - I
<br />ft
<br />'J. F$= S E �B 2"x5"( ax ALUM. ANGLE
<br />1 1 4 WI()E
<br />125` 6061-T6 ALUM. ALLOY
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<br />7 0 ass Clip.) $CEN, r`9
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<br />I
<br />No. 4416T '•
<br />L_j FLORIDA BUILDING CODE (High Valoott Hu one Zone
<br />I 750" �( pYon tG Ew me
<br />20 E GALVANIZED STEEL STORM PANEL
<br />• 9 ATE ES
<br />3 MDx ��J
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />O7 ���ax�����G� STOP 3/ NAL 11L E C 0 1P•c.STREET
<br />11- LONG t' Nt/HM1tM a ENoelEFle GAVE. PL t33Ata
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<br />INSTALLATION DETAILS FOR OPTION
<br />IN -TO EXISTING PORED COME
<br />#2 FOR LIFE SAFETY STORM
<br />QR MINCREIE BLOCK
<br />PANEL
<br />MUCTURES
<br />SYSTEM
<br />TAPCON ARIOHM
<br />114" TAPCON ANCHOW
<br />14` TAPCON ANCHM
<br />.._..__t, ' TAPCGi ANCHORS
<br />8. Oc..
<br />6 9. O.C.POURED
<br />CONCRM
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<br />BLOCK REQUIRED S
<br />LSOOST i2EONRED
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<br />EDGE OraTAit.i' ARE MICA ED ON THIS
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<br />SCIMAX RIBILIM ANCHOR SPACINM W
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<br />BY THE FOLLOO 0 FADKIRS. FOR THIS
<br />OPERGION TO BE POSSIBLE, RDDUCED
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<br />SPACING OBTAINED OSM FACTOR SMALL NOTBE =6 THAN VNIMUM SPACW, POWED
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<br />TAPCON ANCHORS
<br />- 4 1/2` O.C.
<br />_, �,j4 TAPCON
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<br />ORENCRETE CONCRETE
<br />REWIRED
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<br />4A
<br />--�,�UBEO
<br />OR CONCBRETi�
<br />BLOCK
<br />REWIRED
<br />MOUNTING IN-aTAI I ATH)N
<br />SEf;TiON
<br />��CTION
<br />Pc1 a afN(1 t O
<br />SCALE 3/8"-1. _-
<br />/48
<br />LIFE �'ETY PANEL
<br />SCALE 3/61.1"
<br />FLORIDA BUILDING CODE (Hiah VNac11v Hur
<br />INSTALLATION
<br />DETAILS FOR OPTION
<br />J2 FOR
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />INTO
<br />EXISTING !MOOD
<br />STRUCTURES
<br />I I
<br />1 f I f l f j
<br />1 4'}1/2` TAPGON
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<br />W l 1 2 NMI, THRFAtED
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<br />TotllSs
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<br />PANEL LENGTH
<br />i (SEE NOTE 1 BELOW)
<br />_-`'O'a .-- _ PANG LIHGIH
<br />1/4"h20X.7' (SEE NOTE 1 BELOW)
<br />GLASS
<br />S.S. M.S. W
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<br />E4l1MREd_Tf
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<br />I f 1
<br />1:'�
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<br />114-10 PANELANTE PLUS :� f,•.� 1 i'
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<br />" _
<br />tl B if4' O.0 //- , j V +
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<br />MIN. THREADED PENEFRA7IOI), _
<br />AT MIDWIOTH OF PLATE I I
<br />WN TtSR€iU)ED PENLTRAT16Nt I -
<br />AT MRDWDTH OF PLATE
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<br />WALL MOUNTING RIITAUAT10N
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<br />WALL MOUKIING i AIALWION
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<br />SCALE 3/9•=T"
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<br />FLORIDA BUILDING CODE (High Velocity Hurricane
<br />zone)
<br />_
<br />3 No 44167
<br />= P2020 m Ew R14 20 GAGE GALVANIZED STEEL STORM PANEL
<br />FP.Dwell B
<br />1. INSTALLATIONS ARE ONLY VALID FOR BOLDMIGS WITH A.S.O. DES" LOAN
<br />UP TO 45&5, -72.0 PSF NO PANELS LENGTH UP TO W-B".
<br />*
<br />-
<br />-
<br />-o'•, S TE
<br />-. W PROTECTION PRODUCTS, LLC.
<br />2. FON NEW WOOD FRAME CONSTRUCTION! WOW Mk"M8tS15 t0 BE SOUTHERN
<br />LL'• 'Rt(1�
<br />NIL EI C O EN•. 460e iW. II STREET
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EORAL.
<br />4 ,C•
<br />,H �S�i/ C0rA
<br />! CGMPANT DAY%', FL 33114
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<br />/u,n• SA,s 1'/24 4'/24 (sFE OglE x BELOW) 3- Mom. 2'/24 1'/24 4 5 AT 2 $(SEE NOTE A
<br />FOR CONCRETE SEE fl�vA-
<br />Ate..
<br />9' Aka IX7IW:RETE ANCHORS ITyPJ
<br />a Forrx
<br />ar IR-�--3'RRA4i1€ ON SILEET 29s FqT WOOD SC'Rfl% - -- 3"-y
<br />"YM ST€ SECWMI6 QII SHECT26 �Y. N 2 7 (SEE BCiIEdX[ ON SHEET AT -
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<br />(ENO PMS1) --r ((�RBH? PANQJ SPnFAIOR PAAIEU ieG PANEL} T^t-i 60 % M.• -r ^r�^I"Y'''']- ^r^ -r-rr^r'9^`rr-k^-.-.-^r-�7 60 2 -L.SEE HDtE 213.4 BELOW
<br />I ( SEE NOTE 2.. a 4 DOtak LEE. } 2. 3 4 9ELOW 4 j I SLEE w E 2• 4 BO.tOW
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<br />COMGNEFE ANCHOR3: 5FP - , it ' - ( LOTION
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<br />1" MNn. ShIEDtA£E ON SHEET 2'x POR WOW SrJ1Etl9 } pT1� ERN GR '•"h - T1 rl A.TL PANEESL ]
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<br />BELOW .1 OR 0 W! OR W/O . © �C AEO, CN SHEET: Yo I Ia,
<br />* ' EAST n/vE'L_ Q TO YS NisruCED AT F10H
<br />IrsT PAN4 TO 8E INSTAItEO AT EACH OPElNND siN.E. ALWAYS BE PROVg�EpD W/
<br />S ALWAAYS BE PPOMOED Wl REAR HANDLE TO FAC4RATE K5'fALEA'06H
<br />-EQRSEEIIOP[NINO
<br />REAR FMNORE TO FM7LITATE INSTAIU&LMDONFOR F KiE/CD5 TO BE INSTALLED FROM
<br />F IPTENOfD i0 INSTALLED FROM ,- IF WI OF To HERE
<br />(D SYSTEM
<br />RNSDE OF SFRICT4R�
<br />ALE
<br />1/4' MIX. SAP -�I 1/+• Max. QV 1/4' Mnu GAP )l4` New, 6AP^Hl-
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<br />SCALE 3/12• . 1' ALQ�S : 9CAIE SJ32- .• ,'
<br />(1). DEF1NRtOa OF SEINES 1000: E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL 4
<br />NOTES ' nR. TRACKS AT TOP & PANNELUATE PLUS ON 15" LONG
<br />(1). DEFTNTTION OF SE ZQDQ; E - 2' HAND STORM PANE. SYSTEM CONSISTING OF PANEL + $eAT BOTTOM W/ PANEUMTES
<br />Cont. TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO SILL WALL BY MEANS OF
<br />(2). ,r PANEL$ MiLLL ALWAYS BE GOAL ECTED 70 BOTTOM TRACK OTHERWISE A STOW BAR PAIELMATES OR, IF USED NTi:Y Wf 75" 6040 .1)t TRACK AT 80TTQM, END PANELS
<br />8 "aTH4.L BE PROVIDED AT TOP OF $UCH PANELS, SHALL CONNECTED TO W/ 1 4'r-2I/#"iA�S W/ 7/ " 2'
<br />WING RUT OR 1/4Y-20x3 in. UIIB�REW RN1U TAPED 2 CEPT AS
<br />(
<br />(3). M END PANELS ARE CONNECTED TO BOTTOM TRACK, (X)NNEGTDN SHALL CONSIST OF DESCRIBED ON NOTE (3) OW).
<br />0x3/4" M.S. W/ 7/8•rx3/32" WAXi NUT OR 1/{'!X3 4` Min. THUMBSCREW
<br />INTO TAPPED 80T70M TRACK LOCATCN OF FASTENERS iAAY BE/AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE USE .KINDLY W/ 7B' LONG [fj AT
<br />EXTERIOR FLAT FLANGES OF END PANEL. �dTTOM 8UT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK. A STOP BAR
<br />Ce: ��t BE PROVIDED AT TOP OF SUCH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP BAR
<br />S ONLY USED AT TOP AT l.EA9T TWO PA)NET;S SWeLL BE CONNECTED TO BOTTOM TRACK (4), FOR RNS7AGd,Ai10NS WHEN ENO PANELS AND SOME IirERiOR PANELS ARE ORECTLY
<br />TING SI1/1 WW. B{JNEARS OF PAtNELNATES, ONE BNi`ER10R PANEL
<br />USING SPECS VNAT 13N NOTE (3) ABOVE. EN SUCH CASE; CONNECTER Of PANPDS MOUNTED TO EXISMAY
<br />BE USED
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W/.TWO PA UMATES 1EOW1NGKXN6G S)iM ON EIEVATtON��AiLNYO ATIACHIING BOTTOM TR(ACHC3T0/WALL
<br />� DOES
<br />(5). SEE SECTION 1', 3' & A' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Min. EDGE DSTANCE. FOR TANS C0.5 INfIROR PANEL USED �. ANY - TRACK(I C.ALLED
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<br />GEPIEWAL NOTES: YJIt�{i."F: Z FiIwNG 'STOit. PANEL _cYCTICtB
<br />I. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 13.1) MINIMUM EMBEDMENT OF TAP- ANCHORS AND PANELMATE FEMALE t0 & PANELmATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING COOS. HL.(7CK SHALL BE 1 1/4".
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT OF 1/4-e X 7/6- CALK-N ANCHORS SHALL BE IS 7/8- INTO CONCRETE
<br />FOR A WAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE IhDTTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />FOR A D6ECfHOWLLTY FACTOR Kd.Q.65. USING ABLE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) 1/4- 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS 1NOIG+AED ON SHEETS 25 & 26. ENGAGE 3/4" INTO ANCHORS.
<br />IN ORDER 'TO VERIFY THE ABOVE CONDITION. ULTIINLTE DESIGN WIND LOADS DETERMINED :PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO A.S.D. DES" WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE ETISTTNG WALL,
<br />TO COMPARE THESE W/ MAX. (AS.0) DESCH PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS $KAl BE LOOM. ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />BE AS MENTIONED IN 8.1) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND FiGHDRS ON ILLS PS-D. AS TESTED WERE NOT OVER STRESSED, A 337; INCREASESMALL
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS ELM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015; (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />MANUFACTURER.
<br />STORM PAN F F PANELS ADEQUACY OR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1826 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTICRON TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOL$ TAS-201. It O SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, IS TO BEATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2. THIS SYSTEM FIRS BEEN DESIGNED TO BE INSTALl m ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME BUILDINGS.
<br />INSIDE W/O THE USE OF A LADDER OR UF'T. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL WWrrk R COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />FROM THE INSIDE OF STRUCTURE' CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />3. SERIES'1000 INSTALLATION ISAPPUCAHLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIREDLENGTH. TO BE '
<br />PERFORMED FROM THE INSIDE OF STRUCTURE 13, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TADS DRAWING PLJJS ANY BUILDING AND ZONING
<br />{. SERIES 2000 INSTALLATIONISAPPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />INSTALLATION S RSOVIRED TO BE PERFORMED :FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DDORS, INC. E - Z HANG STORM PANEL SYSTE I"• IS PAW POEM.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (P) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D_
<br />6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALE HAVE 39 -H14 ALLOY.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFF. SAFETY OF
<br />7. ALL STEEL. SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALRY STEEL, ASTM A-653 GRACE 50 Min„ OALVANI EO STEEL THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE/SHE. DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />MIGRATION W/Fy- SB.S kW (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />& ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IFWALD IF MODIFIED.
<br />5WIS W/ 50 k.i YIELD STRENGTH AND 90 kei TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA 13MXMG CODE SECTION 2411.3.14.
<br />d SITE SPECIFIC PROJECTS SMALL 8E PREPARED BY A FLORIDA ORDE REGISTERED ENGINEER ARCHITECT H
<br />ECT WHNC W1LJ.
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<br />9. BOLTS TO BE A- GALVANIZED OR FST1N 3Q7 AN ZED ANSI 304 SERIES STAINLESS STEEL 6 kei MINIMUM BECOME THE ENGINEER OF REC WML BE STEEL, L WITH 3 EAR UM YIELD STRENGTH. ES PROPER
<br />fRECOBD,.
<br />USE OF ENE P.E.O. ETNCNEON OF ACTING A4 A DE'[EGATEO ENGINEER TO THE POE D' ENGINEER, SHALL
<br />10. ANCHORS TO WALL $HALL BE AS FOLLOWS: SUBMIT TO THIS HATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
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<br />(e) THIS PE.D. SWM.R. BEAR THE DATE ANd ORIONAL SEAL. iN0 SOGNATURE DF TFIE PROFESSIONAL ENGINEER OF
<br />- ,/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEX, INC. (MIN. V -3T92 ps.L) RECORD THAT PREPARED R.
<br />1/4- ' 8 CALK-HN ANCHORS AS MANUFACTURED A H OEWALT INC.N. f' / C C.3000 w.l.
<br />/ ( P I8. STORY PANEL MANUFACTURERS LABEL SFWl. DE LOCATED ON A READILY VISIBLE LQG710N AT STORM PANEL IN
<br />FEMALE 1D & PANFLMATE- PLUS ANCHORS, AS MANUFACTURED tT'T E1.L'D CONSTRUCTION PRODUCTS,
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<br />ACCORDANCE WITH SECTION 1709.9-3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
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<br />At) MINIMUM EIMBEOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2" FOR PANELMATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />A$) MINIMUM EMBEDMENT OF 1/4'0 X 7/9" CALK -IN ANCHORS SHALL BE IS 1/8" INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PERMBTTFD.
<br />1/4" A-20 SS SIDEWALK BOLTS USED SMALL BE LONG-ENOUGH(SHOULD ANY FINISH MATERIAL DUST) TO ENGAGE 3/4"
<br />INTO ANCHORS. t111a11IW.-
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<br />ANCHORS LONG REACH THE MAN STRUL`TIJRE BEHIND SUCH PANELS. ANCHORAGE SFW.L
<br />BE AS MENTINED A.1) AND IN
<br />IN A.2).
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