|
--- - I I 1_I I I I 1 _L. Up
<br />EZ1/IS.
<br />EZ 1 W/ 18 ANCHORS
<br />_ _ - --- -(SEE SECTION EIt a ALTERNATIVE E21W ON SHEET 18)-- _
<br />4n. Yn
<br />f�(SEE
<br />(SEE NOTE 2)`,w� \_JNDIE 3)
<br />END6'r uVYIHLIu
<br />OF POP VIYET ;AST PANEL(]) TO BE INS'AL<E:' 4T EACH OPENING SMAl1 ALWAYS BE
<br />1/Y o o o '.' 10 O C H ' C ! o ; loy� I._ - _ _i PROVIDED W/ REAR HAND'.E TO FALL ATE NSIALLA'KXr Ir nli[NDETJ
<br />i= i TO BE INSTALLED FROM MS!DE OF STRUCTURE
<br />I t3.
<br />I 1 2 PER
<br />PANELNOTr
<br />Sax
<br />• ;--..I• i .- , r ,. . - - - , r , r - - Or t (I i TIhiTIQY Of cERIES 2000 E-Z NAfIG STORM PANEL 5`•ST£ V
<br />i j T 1 I 1 (
<br />I (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (%4TERIOR PANEL) ` (ETHD PANEL) j CONSISTING Df PANE. + Con1 'RACKS TOP B BGTTOY
<br />SEE NOTES 2..3, a 1 I I I I SEE NOTES 2, 3, a
<br />j 1 (2) END PANELS SHALL ALWAYS RE CONNECTED i0 BOTTOM TRACK
<br />6' 0' NRIY�JOED AT 'OP
<br />($
<br />OTHERWISE A STOP BAR SFIu_ 6E Or SUCH
<br />j j pI i PANE- LEN.�LI PANICS.
<br />I-
<br />Cl
<br />._.} I 3. IF END PANELS ARE CONNECT TO R07TDM 'TUCK, CONNECTION
<br />sfutl CONS15: OF t /4'I 20.3/4" M.S W/ 7/8'0.2/32' WING
<br />! li jr BOLTED PANELS w/ 1/1 20.1' NUTOFIjs"exJ/<' Nln THUMBSCREW INTO TAPPED I TTOM
<br />! S s. BOLTS W/®0 LA.OVERLAP TRACK. LOCATION OF FAS?FNERS MAY BE A" ETHER G^ TWO
<br />i I (SEE SECTo0R5 AS AMLKABIE) EXTERIOR FIAT RANGES CF END PANEL.
<br />I_ I_ i
<br />1 I 1I 1. r !_ l . 1 ! I I I! .j ): I 5af
<br />1 I 1 :
<br />_!_ .�
<br />OF ', IN CAS 1HA7 END PANELS ARE NC' CONNE TCC C. BOTTOM
<br />- A IT OF BAR 15 ONLY USED AT TOP) AT LEAS' TWO
<br />1 ' I T PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />It I j I I
<br />--ITT-I -t-Y'--1-}-T 'T'r
<br />--i--j- ?"T--T-I1�-}--'j-r ?-f 1 1 T-t-} j'°-r-T ON NOTE (3) A6OVE IN SUCH CASE. CONNECTION Of
<br />f'^+-f PANELS TO
<br />JJ_LLJJ_LLJJILLJ_�LLJJJLLJS-CL-1JILIJJ_LLJJJILI-JJ_LIJ� 1 - I PANf,.S TC BCTTCM TRACK MAY OCCUR A' AN` PANEL LOCATION
<br />SEE NOTE 4 - - 3"
<br />IT ufn SEE `1 SEE I.Yn t INSTALLATIO-45 ONLY VALID FOR WIND
<br />r�%!w,'0 NOTE
<br />NOTr 3 ' SPEED UP TO 17G m.P n.
<br />ANCHORS
<br />---- - -�_ _SEE SECTION E21 W WERNATME E21w ON SHEET 18)
<br />EZ1/18,
<br />EZ 1 W/ 18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL_ . t SYSTEM (j')
<br />SCALE. 3/32"=1'
<br />2.fla1•(YHL D+D6M '/4- 4aF. yrV'
<br />♦•
<br />MAX. GRIP I� -
<br />SECTION A -A ,,LHNIPFNI/T
<br />SCaI F. 3/32"=1" pA. Tit
<br />r� Aa'
<br />`` %P: FLORIDA BUILDING CODE Mon Hi h Velocit Hurricans Zone24
<br />GAGE GALVANIZED STEEL STORY PANEL
<br />F_�v
<br />�(L E C C EEEcGLOBAL PROTECTION PRODUCT$. LLC. rzYiP.ANY�rl
<br />61 µs]`"D, T
<br />-Sa 'nrim-m'i�I. 20-17
<br />M.
<br />u-omens r �- boot 1„
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<br />ENGINEEE=4ING
<br />ENGINEERING EXPREBS®
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number. 17859.1 - R2
<br />EX Project Number M31543
<br />Product Manufacturer All American Shiners and Glass MamulacturerAddress 1540 Donna Road
<br />West Palm Beach, FIT 33409
<br />Product Name & Description- 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Prolemonal Regulation (Florida Building Commission) Rule Chapter
<br />SIG20-3 005. F.A.C., for statewide acceptance per Method 1(d) The product noted above has been
<br />tested and/or evaluated as summarized herein to show comiaMance with the Florida Building Code
<br />Seventh Edition (2020) and Is, for the purpose intended, at leant equivalent to that required by the Code
<br />Re-evaluation of this product shall be required following pemnent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCUMENTS
<br />EX drawing $2031643 titlad'24ga Ga vamzed Steel Storm Panels (HVHZ iS Non-MNHZ)•, sheets 1-5,
<br />prepared by Enigm tering Express, signed 8 sealed by Frank Sennardo. P.E. is an integral part of this
<br />Evaluation Report.
<br />. PREP REPORTS
<br />ARTS
<br />Untlorm static structural performance has been tested in accordance with TAB 202 test standards par test
<br />report(s) OBT-ASG-17-001 by Siackwaler Testing, Inc.
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test ieport(s) SETT-ASGA 7-001 by Blackwelder Testing. Inc.
<br />• STRUCTURAL ENGINEERING CALCUTATiON3
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparetrve and/or rational anetysac to qualify the following design criteria.
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354,0660 1 (866) 396-9999
<br />TEAM 0 E NGINEER INGE X PRESS.CoM
<br />ENGI N EEAINGEXPRESS.COM
<br />I ^
<br />.y
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<br />ot ENGINEF_RING
<br />Page 2 of ?
<br />All American Shutters and Glass - 24ga Galvanized Steel Slonn Panels
<br />No 33% increase In allowable stress has been used in the design of this product.
<br />Separation from glazing is not required rot Installations outside of wind zone 4 and essential fadlRies.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously Mated test report(s). and is
<br />accounted for In the engineering design of this product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated in the span schadule(s) on the
<br />respective Product Evaluation tion Document freengineering drawing)
<br />Installation
<br />This product shall be Installed In strict compliance with its respective Product Evaluation Document (1 0
<br />engineering drawing). along with all Components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document (I.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of thts product shall be In strict accordance with the respective Product Evaluation Document O.e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed in this product's respeeve anchor schedule. Hosi structure conditions which are not accounted tot
<br />in tllk product's respective anchor schedule shall be designed for on a sitespectfic basis by a registered
<br />professional engineer.
<br />n i shall protected against Corrosion. contamination. and
<br />All components which are permanently nsteMed fo Ix
<br />other such damage at all dines.
<br />This product has been designed tot use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />Frank Bernardo. PE
<br />ENGINEERING EXPRESS
<br />bPF00465491Ceti Auth 9895
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM@ ENGINE E KINGEXPRESS. COM
<br />ENGINEERINGEXPRESS.CoM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />EXISTING POUKO '
<br />- CONCRETE OR 1 -0 YAPCW/
<br />CONCRETE BLOCK ..
<br />ANL710R . 12" O.C.
<br />REQUIRED.
<br />1 /1'A TAPCONI - f]lA 1HEX HEAD TFX WOOD HEADER^ - -�iMl' r1E11 HEAD TEN
<br />ANCHOR 0 12, 0C .� SCREW O 4• FROM REQUIRED I.I. ... SCREW 0 4' FROM
<br />EDGE OF EDGE OF i�
<br />� I
<br />f '
<br />-90
<br />E. - i�
<br />,lrr-»PI• 11 3 S5. am's .19
<br />I
<br />xx etA1s • U 1 ear/.' oc
<br />a-SEPAIU1TgN I M
<br />}/16'P 1" Min.
<br />EIDSfNG X 10 CLASS. !T(q'➢ SEPARATION
<br />AW�MTINW POP -&'� TO G1A95. UM POP
<br />GlISS P i O i 1 �
<br />!tT
<br />t
<br />eA1OL' a "1 � 6MAX.
<br />M PJ4i-Ira,' ....-_ It
<br />PANEL i ehi5 - PANEL LENGTH !
<br />I LENGTH w 1 1
<br />AT
<br />V
<br />1
<br />U 1" wI 1 tl I
<br />pIi-SEPARATION j10 GLASS - (3 + I"'-SEPARATION-1ry/ja•A SDiF
<br />p 1 `% . It to CLASS I OF 'L'
<br />p 1 1/4•e-20,2' OF
<br />( THUMBSCREW' U
<br />T T I/r
<br />1
<br />ED I EO.
<br />3 1 1/2•
<br />j
<br />i
<br />t71 \_/
<br />I/2
<br />- - O 1; 4'0 TAPCON ANCHOR
<br />0 12' O.C.
<br />•
<br />R�LATE
<br />ANCHOR 0 12
<br />ANCHOR 0 tY 0C COWRIVE OR
<br />CONCRETE BLACK _ ... I . REQUIRED
<br />REQUIRED
<br />WALL. MOUNTING WALL MOUNTING
<br />SECTION EZi ALTEgNAM E21W
<br />SCALE 3/8-1' SCALE 3/8-1"
<br />fA1Nr111,/rl///
<br />±ye AENfF sz
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
<br />` # MIN. PANEL LENGTH = -
<br />- 0. 441 i1°'0 '0.1CCO' '/F 24 GAGE GALVANIZED STEEL STORM PANEL nw�' a,
<br />SHALL BE 2'-6" j .A. : t
<br />AX. A._ _�
<br />1. INSTALLATION ARE ONLY VALID FOR MS O. DESIGN 'k
<br />PRESSURE RATING ./- 40.0 P.s.f. AND W-O" MAX i
<br />PANEL LENGTH, STATE OG-- GLOBAL PROTECTION PRODUCTS. LLC. Q1ln/low
<br />4-, " F�3---'' 'C O rMc
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �:9�,n . FLORIQ¢y �� IM a RcNNro rApp Sr s 14
<br />avX, F. silo20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC All r.IAea n ms _
<br />%o S EN Y? ( .:: aPp n - a F� Pml . -rxx Fo: (a.Ahe- FB FAA (WHAfte . B
<br />7
<br />DENSITY OF 0.55 OR EQUAL. N/p MINING
<br />G-r>eos11� s.w m onwBrc NP
<br />Hr4Nliltl
<br />Jwv.4tLIAF/DRrz WNrze A rn.Lti Y.. Y rE-w N
<br />LIS It 1 7, iM[ft a Ix re
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP, TO PANEL SPAN)
<br />Top MOUNT (CONK TYP,
<br />TYPE A5 REQ'D) SECTIONS
<br />-F--- BOUTSOPTIONAL 2'-20 STITCH
<br />BOLTS WITH FASTENED
<br />0
<br />vdINONU75 FASTENED 1p
<br />OVERLAPS IIt MIDSPAN (USE
<br />'y r- APPROMULATE SPAN TABLE)
<br />$ PLAN VIEW
<br />a4�F
<br />� RD.156"
<br />WE
<br />I 1
<br />BUTTON MCXINT \ i
<br />(CONN TYPE \ ( ~
<br />RC'Q'Dy \
<br />R0.391" /
<br />MAY SE AT T i r 0.375'
<br />B BOTTOM -
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N T S. ELEVATION
<br />TOP MOUNT
<br />(CokN TYP Ln"u'
<br />AE i EQ'DI (SPAN ABOVE
<br />-T- TRLKTION)
<br />ff
<br />T TYQ'D)
<br />E(LOCATION MAY VARYOUNT
<br />TYPE
<br />Q'D)
<br />BOTT13M MOUNT IMMIX Lrnax
<br />TYPE AS REDO) (SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIQNAL )4'"-2D SfTTCH
<br />PROMI DED THAT CONNECTIONS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY YANG NUTS FASTENED 0
<br />SPANS ABOVE 8 BELOW 085TRUCTICIF OVERLAPS a MIOSPAN (USE
<br />gPPpOPR1ATE SF•4N TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SE
<br />PARATION SCHEDULE:
<br />2+ GAUGE PANELS
<br />MINIMUM 51ORM PANEL
<br />SIPARATON FROM GLASS
<br />HIVIU, WIND ONF AaE55ENTIAl FACIL I TIES I i
<br />MAXIMUM
<br />DESIGN
<br />LF
<br />IN51 N1ASOVE IF55
<br />II
<br />PRt SBURF
<br />SPAN Iona•
<br />SPANFO
<br />I 1
<br />,THAN yF' ABOVF ,BADE
<br />INAN 3U' 4 V GRADE
<br />HAN30 ABOVE
<br />BO C OE
<br />0
<br />1
<br />/35
<br />1300,n
<br />.0611,
<br />2161.
<br />/40 _..
<br />130.01n
<br />_ 6Mi_n
<br />_.. 2.16A,
<br />•145
<br />1-30D,n
<br />/50
<br />LRO.(1 in
<br />1,061n
<br />2 L6 U1
<br />/ss
<br />1n d6rn
<br />608m
<br />735m
<br />•lBO
<br />432m
<br />6091n
<br />2531n
<br />/GS
<br />59BIn
<br />6111n
<br />Z
<br />io
<br />3641n
<br />6121n
<br />2.�In 1
<br />' /72
<br />270N_
<br />6131n
<br />2981n
<br />:iPAN SL NtUULt NU I tS:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD 8 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />LOADSPOSITIVETHAN A i NEGATIV D LESS OR E U L 0
<br />Q
<br />kEGAT1VE DESIGN LOADS.
<br />2. "PANEL FASTENERS" ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />'-.TRACK. STUDDED ANGLE. ETC.I USE 6,25'
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H"- AND'U''HE'ADER5 (INCLUDING BUILD OUT
<br />C041DITIONS)
<br />3. LINEAR INTEPPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT NIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1 ENTER: SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2, SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEAT HIGHER
<br />LOAD
<br />3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACT LITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />n'
<br />PRANKBDIIAROO pePasE
<br />P PED:L141Ha G
<br />`"
<br />MAXIMUM ALLOWABLE °' rFn1k
<br />-1 IbiY
<br />DESIGN PRESSURES:
<br />x II
<br />3 _---
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULE`
<br />a "e
<br />POSMVE AND NEGATNE DESIGN PRESSURES CALCULATED
<br />fOR Il��SE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />e u
<br />ffi u
<br />SEPA kATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE PRESSURE REQUIREMENTS AS
<br />DETERMIN4332IN ACCORDANCE IN H AS(i 3 AND CHAPTER
<br />Ol I{i yg1
<br />ff=
<br />I603 OF THE FLORI CABUILDING CODE SHALL BE LESS THAN
<br />Q
<br />OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />I.
<br />< Ii p4Y
<br />ASSEMBLY AS SHOWN.
<br />Z
<br />GENERAL NOTES:
<br />3:r
<br />1. 1-SPECIFICATION HAS BEEN DFS1 NED AND SMALL BE FABRICATED IN
<br />r' O;l,
<br />li O W
<br />ACCORDANCE WITH THE REQQULREMENTS OF THE FLORWA.6UILDMG CODE
<br />SEVENTH EORION FOR USE INSIDE AND OUTSIDE DF THE HVHZ, PER
<br />O
<br />?(030)
<br />rAS 201, 102 AN' 2D3 TEST PROTOCOLS. CONTRACrdE SHALL INVESTIGATE
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENITS WHICH MAY
<br />APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />Cn
<br />ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING.
<br />2. NO 32.1/3 . INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM,
<br />3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROTECT
<br />SUPERSrRJUCrURE WITH WHICH THIS DESIGN IS USEDSHALL RC RESPONSIBLE
<br />FOR THE INTEGRITYOF ALL S PPORTIM SURFACE TO THIS DESIGN WHICH
<br />BE
<br />}}BD
<br />SHALL COORDINATED BY THE PERMITTING CONTRACTOR,
<br />4. SE PMATE STTT•SPECIFIC' S[PLED ENGINEERING SHALL M RFFQDLAID III
<br />E(
<br />F
<br />OROERTO DMATE FROM LOppppgg,, D[RL[CT[ON& EAR SPANS E lAmeo
<br />HEREIN. CONTACT THIS EI GINEER ALTERNATE SPA CALCUUCTIONSAS N FOR N
<br />MPY OER UIRFp.
<br />d
<br />to
<br />s 1'NETSYSTDA DETAILED C SL IF GENERIC ANO GOES NDT PROM F
<br />FORA SPECIFIC SITE. FOR SITE CONDIIDNS FROM
<br />�(LJL11 N
<br />W '�
<br />yl
<br />p
<br />THE CONDITIONS
<br />THE 0 EN REGISTERED
<br />IOETAILEO HEREIN. A R REGISTERED
<br />`�
<br />Lqy
<br />ETECT SONS
<br />FoC DOC TS FOROR
<br />CO-N Ci 11 ALL P I IIIS SITE SPECIFIC DOCUMf NTS FOR USE IN
<br />DOCUMENT
<br />C. DESIGN PRESSURES
<br />S. DESIGN R6 NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />2
<br />[�
<br />VIDEO
<br />PRE95URE5 DIVIDED BY A 3.5 BAff7r FACTOR.
<br />T. ALL FASTEN ERE TO Be K•n OR GREW7� gAE GRADE S UNLESS NOTED
<br />OFF ERIYIBE, FASTENERS SHALL BE CADMLVM-PUTED OR OTMERW6E
<br />6
<br />CORROSION _RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS
<br />FOR ALUNINUN ).38Y TXE
<br />Z
<br />Q
<br />yea
<br />STRUCTURES"F$CRON ALUMINUM ASSOCIATION,
<br />INC., S.ANY APPLICABLE FEDERA4 S7ATf, AND/OR LOCAL CODES
<br />L..%
<br />AR.
<br />ALLSTORM PANELS SHALL aF 24 . L.O024"
<br />R GpSTBFL
<br />PANELS
<br />(Y
<br />a STORM SHALL CONFORM TO ASTM Aa5] STRUCINRAL LALITY
<br />Q
<br />ST[[t. G COATING A Mn F .48.1 I.
<br />m As
<br />r
<br />W
<br />PITH
<br />1ALU KINAM EXT 53-T
<br />0. ALLALUMINUM EXTRUSIONS BXALLeE 606}T6 ALUMINUM ALLOY.
<br />UNLESS NOTED IOM O'/ISE.
<br />ANGEO AS FIELD
<br />DICTATE PANELS MAY BE MOUNTED VERTICALLY OR
<br />CO TOP a flDDE:PANE S M YIN MAY aE ED VERTICALLY
<br />Q
<br />J
<br />HORIZONTALLY AS
<br />2. CR TALLY•AS APPLICABLE.
<br />ETE ANCHORS
<br />NO CONCRBTCONCRETE NOTED HTALL ALL CONCRETE
<br />NON -CRACKED CONCRETE ONLY, INSTALL ALL iONCRETE ANCHORS PER
<br />_
<br />1 11 IS CALLCD FDA BY LOCH STATE A FEDERAL CODES a FROM
<br />D[+LArlons of Tres PUN.
<br />a R
<br />a a e °
<br />IS EXCEPTN. OP OYS AKE.%EIN.NO ADDITIONAL
<br />CERTIFCC AFFIRMATIONSGAREINTEMDED
<br />u
<br />AnG S.
<br />,4R ALTERATI6 E AfNO MV S OR OT IS Ce RInR65 iOTNIb DOCUMENT
<br />NDT PERHRTED Al1D
<br />II
<br />]17. PERMANENTLYLABELED WITH MIN OF (1) LABEL
<br />14 SHALL BE PERMANENTLY UABELEVINCI A
<br />VERY 3 RMATIO
<br />ER EVERY -A :LET. N SHVININGTNE FOLLOIYING 1N FOpMATIDN'
<br />ALL ARI D GIA�
<br />ERICAPALM
<br />yyF
<br />C
<br />HERS
<br />T BEACH,
<br />WEST 1,UA BEACH, T
<br />TAS 201. TAS 202 ETAS 203
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<br />20-31
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<br />Fu0'
<br />75"
<br />SP
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<br />i O.179" g.655" 0A 004655" D 375" [� 65b5S' 0.350 L.007" 0'.iA 3 1
<br />-12.51X7' PANEL COVERAGE -1 �� L 0j 190 .a86' EE
<br />` 14,875" PANEL LENGTH Q ^• 0545" 0.524'15D" 0�260"
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<br />OVERLAP I
<br />4" MAX. /.\ COMER CLOSIRE PI L ��.2S" MAX. •i
<br />I.^l a.lw j r 1 ovaerz ,0 2S MAV, i
<br />v. O
<br />Lu
<br />BUILD -OUT W
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<br />4 WN
<br />DISTANCE r-I T-FE,v r M N
<br />s.l N. " rr'Ar -
<br />LoDv
<br />EMBED
<br />1.OD0"
<br />OVERLAP 3E20 �4A I
<br />4 -y MAX
<br />B
<br />rrlF --I �.S" MAx NT s _1MIN a it
<br />MIN p1.50C, lad I B I F�
<br />4" MAX. C
<br />a MIN y._ u
<br />I ao• r• f,. y
<br />(LCORNFR CLOSURE DETRIUMURF DETRL
<br />TIAPMPUIDCLOSUREDETAILCLOSUREDETAIL n -It -r...r
<br />NT6 u
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PAWLS. PANEL FASTENERS 0 12 5' O.0
<br />®D�3°2➢83Z®���®E2��
<br />®�I�®ice®�®t13�91�1
<br />I®E��®EF�E��®E�IE•�
<br />77
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<br />- "I O 1, If
<br />CDXX TYPC
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<br />cot C3 c3 �4
<br />CONK TYPE
<br />r 1 CI C3 C4
<br />V n" .2'• EMa6D ]3
<br />4B
<br />SL
<br />1Z
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<br />1 6.0 I50
<br />70.9'
<br />1 2S0
<br />16,01116
<br />75`
<br />1 S
<br />$
<br />56.0'16 57"
<br />SZ.T
<br />16014 1&W
<br />a
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<br />iaD
<br />lsn 6I-
<br />12 '
<br />5
<br />I6. 0]4e 60"
<br />"
<br />125'
<br />150' 160'
<br />7.5
<br />12.5'
<br />LO'
<br />L47' 6.11`
<br />125'
<br />36.0'1 11'
<br />47 6
<br />1.2.5
<br />12.T
<br />16. 160"
<br />a0 4T
<br />3 1
<br />6,9
<br />6 D'
<br />12.5
<br />12 S
<br />1S0
<br />1a.0
<br />14 SC'
<br />7
<br />14.T' a.0"
<br />1 25
<br />12.5
<br />1ED•14.7' 6O"
<br />Sfl. p' 14T tip"
<br />O72
<br />11, 1 V, ENECC• 33
<br />VIMO SC" 41
<br />S2
<br />12. S
<br />1 6.O 160'
<br />101"
<br />12 S
<br />i6 a
<br />13.1 -.D'
<br />] 2 5'
<br />16.0" ]0.8- 6.2
<br />12.5'
<br />I&al 141"
<br />RI'
<br />12, 5'
<br />160
<br />975.6
<br />7
<br />12 S'
<br />3b0" 9.7' Sb"
<br />1I.5
<br />L[,5
<br />16,0' 1L0°
<br />1a0 1t.1
<br />15.0' 96
<br />7.D'
<br />a4"
<br />5.6"
<br />12 S
<br />12T
<br />]2S
<br />16 0'
<br />16.0
<br />160
<br />4,6 fi"
<br />5
<br />BA 9. a"
<br />9.5 5,6"
<br />32. '
<br />5
<br />32 S'
<br />12. 5'
<br />Ifi.O" 9. ' 5 "
<br />E ,e
<br />Sfl n' 4a" IF.
<br />76.0' A6" 5.6'
<br />8
<br />114" a l-ilb• [n1B[0 33
<br />TO CRa •CFAs• 41
<br />46
<br />-Wl 52
<br />72
<br />12 5
<br />Ii.011 ISO
<br />IL
<br />iP 0
<br />11.5'
<br />22. S"
<br />36.0' 10.2
<br />L2 5'
<br />16 0 LIT
<br />L2 S'
<br />16 G'
<br />9.2"
<br />12.5"
<br />16.0- 9.Z'
<br />125"
<br />16C ILA"
<br />12.5
<br />I50'
<br />9.l"
<br />]2,5
<br />]6.➢" 9.1
<br />16.0 N'
<br />160' R.I.
<br />1215'
<br />t35'
<br />N 0" 10.5'
<br />lad' 9.1"
<br />12.5
<br />12.5
<br />16,0'
<br />16.C"
<br />9.1
<br />R. 11
<br />6.0 5.1•
<br />1
<br />125
<br />71D'.'8"EHBED
<br />/ a' 33
<br />All Iurt11 •i ANR+.1 41
<br />l•IOOD BUSNAC 48
<br />5Z
<br />72
<br />t2,5
<br />15.0" 36 '
<br />7. 3
<br />12.5
<br />155"
<br />33.8' 5.3• 4.5"
<br />12,5'
<br />1a.O' T O"
<br />5.9"
<br />SZ s
<br />12 5"
<br />4.6 < 3"
<br />fl.2s'
<br />12.4. A.. ^
<br />L2.5'
<br />15.4" 5.9'
<br />5.0
<br />6,341
<br />25
<br />12..0
<br />4.7' l "
<br />S.
<br />12.3- 4.7' 4.0"
<br />12-5'
<br />4 " S.5
<br />4.7•
<br />6.25
<br />121
<br />4 �0"
<br />25'
<br />l2 "
<br />a 25'
<br />I, T. + i"
<br />4.E"
<br />2 T
<br />.2'.
<br />1' 3"
<br />4 4.0"
<br />tits"
<br />32.3' I'll 40"
<br />ANCHORN E NOTES:
<br />S
<br />1 ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSU RS INDICATED
<br />IN 5PAN SCHEDULE SHALL APPLY,
<br />2 ENTER ANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MAT EWAL, B ANCHORTYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE LIE5IGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN 00.E UAL TO SHUNT 5PAN. T Q E0. SELECT
<br />CONNECTIONTYRE BASED ON APPROPRIATE MOUNTING CONA pIU S MOUNTING
<br />A ROP MN N IT[ (SEE MOU IN6 DETAILS ON
<br />l
<br />Sd-IFFY 2 FOR IDENT)FICA TtON OF W N ECl IO
<br />N ON TYPE).
<br />I
<br />3. "PANEL FASTENERS,
<br />ARE STUDS USED IN �W UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("F"-T RACK STUDDED ANGLE, ETC ) USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />LL"H'-AND'U'-HE DERS INCLUDING BUILDO CONDITIONS) R p ( G UT
<br />< ANCHORS SHALL BE aJ5TAl1E0IN ACCDRDANCE WITH MANUFACTL 0.E0.S' RECOMMENDATIONS
<br />5, HOLLOW BLOCK HOST STRUCTVRE SHA L CONFORM TO ASTM OW BLACII.
<br />6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7 M MINT UM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCK FOAM IX BRIAND OTH
<br />ER WALL
<br />FINIS
<br />HES WALL FINISHES SHALL BE HOST
<br />STRUL 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSF'QE LOADS i0 HCGT 9TRLKTURE.
<br />a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY' THMT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4' (MIN,) WOOD STUD (yV EDGE DISTANCE 15 ACCEPTABLE FOP. WOOD
<br />FRAMING), WOOD STOD SHALL BE "SOUTHERN PINE" G-O 55 OR GREATER DENSITY LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX (READ.
<br />L t REMOVABLE ANCtOO ARE °EWALT PANELMATE, ALL -POINTS SOLID -SET a BRASS BUSHING
<br />L2. MACFRNE SCREWS SHALL HAVE 112" MINIMUM ENGAGEMENT OF THREADS I NTD THE BASE
<br />ANCHOR AND MAY HAVE 217FIER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U NG
<br />13. MINIMUM BMSE'DMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15 DIRECT MOUNTING CONDITIONS.
<br />LE LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
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<br />111
<br />SHEET NO.
<br />SH 1.5.
<br />
|