|
IT 1, I ITL
<br />EZl/18,
<br />EZi W/18 ANCHORS
<br />---(� SECTION EZI & ALTERNATIVE EZiw ON SHEET 1B)
<br />-.-3 Ai4z.L- -3- M.. -_
<br />,- (SEE NOTE 2) ..L'w� 09 (SEE
<br />MORE 2)
<br />O ENO
<br />�dl
<br />_3/16-0 ALUMMNUM
<br />OF _ '_POP RIVET * LAST PANELQ TO BE IWAL.LED AT EACH OPENING SHALL ALWAYS 8F
<br />v.
<br />____
<br />1/2' d o ( OO -i - PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />I E I I TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />AT 2 PER
<br />PANEL
<br />r..I_.__Y.._-r.-.r-r-r_,_..__.._..j._sl._i .t..( _i. So.
<br />•L. (1). DEFINITION OF SEMES 2000: E-Z HANG STORM PANEL SYSTEM
<br />I i I (END PANEL) T ! (INTERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) ( (END PANEL)No CONSISTING OF PANEL + Conl- TRACKS TOP k BOTTOM.
<br />SEE NOTES 2. J, 4 I i I I ! II 4 _
<br />Ifl 1 SFE NOTES 2. 3, (2). ENO PANELS SHALL A:.w BE CONNECTED TO BOTTOM TRACK
<br />I 1 ! 4 OTHERWISE A STOP BAR $HALL 8E PROVIDED AT TOP Of SUCH
<br />°1KEL LEhGM PANELS,
<br />C�
<br />I i1741., o ♦/- 40.0 P.z,r
<br />- � (3). IF END PANELS ARE CONNECTED TO BOttfXt TRACK, CONNECTION
<br />I
<br />.I $HALL CONSIST OF 1/4'e-20R3/4' M.S. W/ 7/B"eX3/32" WING
<br />i
<br />' I I I r-BOLTED PAP&.L5 W/ t/4s-10z,- + NUT OR 1/4"ez3/4" Min. THUMBSCREW INTO TAPPED BOTTOM
<br />E I AT EITHER OF TWO
<br />u OVERLAP TRACK. LOCATION OF FASTENERS 'PANEL.
<br />i I I E I 11 (SEE SECTION A°PLKABLE) EXTERIOR FLAT :LANGES OF END PANEL.
<br />I.. L
<br />.i ___1 _I_1-� 1 L .- - L.I:. ,._, 1 I. _�_. l__L_.,I. I C �. I :_I ��(aD. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />r.., _T _.T_ TRACK (i.e. A STOF BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />T
<br />Y I SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CQlINECTION OF
<br />.�al PANELS SHALL O CONNECTED TO BOTTOM TRACK USiNGCONNECTION
<br />TT-fT i1TirT i 111 111 111 III II' iii ill
<br />A
<br />JJ_LLJJ_LLJJILLJJ_L� 1JJLLJ1c LJJIILJJ_LLJJ1 +1JJ_L1JJJ - _1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />B . o
<br />..7
<br />°
<br />3' SEE NOTE 4
<br />I- Min SEE Y•flW/A'1 SEE t' uln t INSTALLATIONS ONLY VALID FOR WIND
<br />NOTE 3
<br />SPEED UP TO 170 m.p.n.
<br />NOTE 3 ANCHORS
<br />---'-`(SEE SECTION EZt h ALTERNATRi EI1W ON SHEET ta).
<br />EZ 1 /18,
<br />EZ1 W/I8
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL D SYSTEM (t)
<br />SCALE: 3/32"=l"
<br />1 /4• MQz. G+P
<br />2.6a7'(LMt OVERLAP
<br />SWIOIE VNyLY} /
<br />1/4'
<br />MAX. GAP
<br />SECTION A -A
<br />SCALE.: 3/32'=1 "�.ts
<br />-TytiP; •'" EN 9 : FLORIDA BUILDING CODE Non High Voloelty Hurricane Zone
<br />'.
<br />4416T •: z a2o'0 nmD& 24 GAGE GALVANIZED STEEL STORM PANEL ter'
<br />S N;
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<br />i -o`•. STATE 0�'-- -.IL COIMc. GLOBAL PROTECTION PRODUCTS, LLC.
<br />TLLn R C AMY +ew SR. 61 SIIEEI
<br />90'
<br />F(OR101' x:.4", a� xerru waoeL Ns+,w DawE. Pt. sD.T+. e» 20-175
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<br />ENGINEERING
<br />ENGINEERING EXPRE1396
<br />PRODUCT EVALUATION REPORT
<br />September1S,2020
<br />n Number. 1 - R2
<br />Application 171i89.
<br />EX Project Number. 20.31543
<br />Product Manufacturer: Ad American Starters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Pskn Beach. FL 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 Professional Regulation (Floi Building Commission) Rule Chapter
<br />61G2D-3.00S, FA.C., for statewide acceptance per Method 1(d). The product noted above has been
<br />testedand/or evaluatedas summarized herein to show Arica with the Florida BuddingCode
<br />Seventh Edition (2022and is, for the purpose intended, at least equivalent to that required by the Code.
<br />1 required following rtment Florida Build{ Code modifications or
<br />Re-evaluation of tf� product shall be equ4 9 pe IIg
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20-31643 Dded'24gs Galvanized Steel Storm Panels (HVHZ d Non-HVHZ)', shoots 1-5.
<br />prepared by Engineering Express, sighed 8 sealed by Frank Bennardo. P.E. is an integral part of this
<br />Evaluation Report.
<br />• TEST REPORTS
<br />REPOR TS
<br />Uniform static structural partormence has been tested in accordance with TAS 202 toot standards per test
<br />r rt T-ASG-1-041 Blackwalar Testing. Inc. e s � Ito () by
<br />Large rllssite impact resistance and cyclic loading performance has been tested in accordance With TAS
<br />201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackweler Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculation have been prepared which evaluate the product based on
<br />cortperative and/or rational analysis to qualil the following design criteria:
<br />1, Maximum Allowable Spars
<br />2. Minimum Allowable Spars
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12r" Avemue SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4 ) 354-0660 1(866) 396-9999
<br />TfAt4@ENGlNEERIRGExpRess.com
<br />ENG INEERING EXPRESS.COM
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<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Sheet Storm Panels
<br />No 33% increase in allowable stress has been used in the design of this product.
<br />Separation from glaring is not required for Installations outside of wind zone 4 and essential facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is
<br />accounted for in the engineering design of this product.
<br />Wind toad Resistance
<br />This product has been designed to resiNd wind bads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />installation
<br />This product shad be Installed in strict compliance with its respective Product Evaluation Document: 0.e.
<br />engineering drawing). along with all components noted BlereM.
<br />f Me material specified in that product's respective Product Evaluation
<br />Product components shad be o spa ed prod pectEv
<br />Document O.e. engineering drawing).
<br />Limitations 6 Conditions of Use:
<br />Use of this product ahall be In strict accordance with the respective Product Evaluation Document 0.s.
<br />engineering drawing) as noted herein.
<br />All supporting host structures shall be designed to resist all superimposed loads and shad be of a material
<br />dated in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in this product's respective anchor schedule shall be designed for on a she -specific basis by a registered
<br />professional engineer.
<br />All components whidl are perma
<br />nently Installed shall be Protected against corrosion contamiltatWn and
<br />mpon fie tly Pr 9
<br />other such damage at all tinges.
<br />This product has been designed for use within and outside the High Vokerti Hurricane Zone CHVHZ).
<br />Respectfully,
<br />T
<br />Frank Bernardo, PE
<br />ENGINEERING ExPRESS!
<br />#PEOO45s49ICert. .Auth 9885
<br />160 SW 12y' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM@ ENGINEERING EXPRESS.CDM
<br />ENGINEERINGEXPRess.COM
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<br />/ nOOTIpIIAL TOP/BDTIDM Ol03U RE DETAIL
<br />ffg
<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE. CONCRETE
<br />_ _t�X�15TC_POVPIED
<br />SERIES 2000 E-Z HANG STORE. PANEL
<br />BLOCK AND WOOD STRUCTURES
<br />�,� 11 I,
<br />/ •.N
<br />1�
<br />CONCRETE BLOCK
<br />I'
<br />1f4•e TAPCON
<br />- ANCHOR ! 12' O.C.
<br />•--"- REQIIBtED.
<br />f/yJiJ/ -�_
<br />-:,
<br />AD
<br />1/4•e TAPCON T -' ,.. HEX RKM lEN
<br />_ _1 _�.. C� FROM
<br />�/f
<br />WOOD HEADER _ I
<br />REQUIREDk111
<br />T
<br />/14R1• !�X HFID TEN
<br />�$CREIFOO}/4• FROM
<br />ANCHOR ! 12' O.C. i
<br />OF �}/4'
<br />_
<br />_ EDGE
<br />E.D.
<br />l//
<br />I
<br />1.
<br />1
<br />Ij2.
<br />- L
<br />STgsmile•R e
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<br />1
<br />sE. pLB i 1
<br />"Z( B
<br />B
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<br />1
<br />1/Y
<br />T
<br />a�SEPAnAT S j + 3/te-e
<br />EXG�SfiSHC4R TO CIA55,
<br />y 1- Min.
<br />/-•jl•-STDLASS
<br />I
<br />11AONUM
<br />ALIIMINlA1 POP
<br />1 1 RIVET
<br />11
<br />p
<br />Po
<br />-� RIVET
<br />I
<br />BB..-._.
<br />_ram. -D. K---�'. _
<br />MAX.
<br />ss A00.R W n f - PANEL LENGTH i III s-]01• Y .- _
<br />A08� TS B
<br />I
<br />_ _=I- ' _ _
<br />F
<br />_-_- _. I PANEL LENGTH i
<br />I
<br />e
<br />I
<br />...MAX'
<br />j
<br />B-SEPARM I
<br />TO GLASS. - O
<br />B 1• Min. ARLATHON_
<br />X
<br />I
<br />__1/4'e-20z2'
<br />THUMBSCREW
<br />It i Sox _
<br />1.
<br />TO CUSS.
<br />o�'
<br />ED
<br />1/2
<br />,
<br />- 1/ 4`0 TAPCON ANCHOR
<br />Y 12• D.C.
<br />1/4"e TAPCON �
<br />XC
<br />I;•i
<br />_ 2'"' WOOD
<br />..
<br />OISTBW EPOUREO
<br />NCHOR A ! tY O.C. - CON
<br />PLATE
<br />_ CONCRETE BLOCK
<br />REQUIRED
<br />REOUBtED.
<br />WALL MOUNTING
<br />"
<br />WALL MOUNTING
<br />SECTION E21
<br />SCALE 3/8=1-
<br />ALTERNATIVE EZ1W
<br />SCALE 3/8=1'
<br />,1titE11111N,,,h
<br />p: Tiip lt/�✓
<br />y�P''ytGENSF :9 =
<br />Norm, * MIN. PANEL LENGTH
<br />i. INSTALLATION ARE ONLY VALID FOR MAX. 0.5. D. DESIGN SHALL BE 2 -6'
<br />0. 44 iP=MB IAT M ME.
<br />'s * # =
<br />k:
<br />FLORIDA BUILDING
<br />24 GAGE
<br />CODE Non High Velocity Hu
<br />GALVANIZED STEEL STORM PANEL
<br />Icons Zone
<br />rA.
<br />ov4N n.
<br />PRESSURE RATING +/- 40.0 O.s.f. AND 8'-0' MAX
<br />PANEL LENGTH.
<br />z c._
<br />_ - 4T/xT/Ielo
<br />;. STATE OE- - - IL ECC TEEc. GLOBAL PROTECTION PRODUCTS, LLC. DnI.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />''y O,c: FLQpID�?2u Nl YT k
<br />COIR'AM
<br />MDD se. !t 51REri
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />' • wF'' a.`�";':
<br />n QN) "u-IM,00ai,F oeF14w-,m
<br />S,O ,L ETA , �/ .R...
<br />^ A"w
<br />° n-14
<br />333
<br />Pnn4: (W)=MIMS. ru-: (06"Me en7
<br />20-175
<br />DENS" OF 0.55 OR EQUAL.
<br />y
<br />/N11M11 tUPYfMTE ePLtER A RUR JF.. PI
<br />m ,F-1a �� 4
<br />DRMzkG �:
<br />441 T
<br />swun 's Qr 's
<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 (CONN TYP.
<br />TYPE AS REQ'D) SECTIONS
<br />OPTIOBOLTS WITH
<br />W 0 STITCH
<br />60.T5 WITH WASHERED
<br />WINGNUTS FASTENED !
<br />J .. OVERLAPS @ MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />V
<br />ff i O PLAN VIEYI
<br />!^ n RO.156"
<br />IN�if }
<br />/ I
<br />BOTTOM MOUNT \ ( )
<br />(CONIN TYPE AS \\ J
<br />REQ'D)
<br />RO.3 11"
<br />MAY BE AT T
<br />a BOTTOM
<br />i TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T.S. ELEVATION
<br />TOP MOUNT
<br />L Bx
<br />(CONN TYPE (SPAN ABOVE
<br />AS REQ'D,
<br />TRUCTION)
<br />IT� BOTTOM
<br />m W ME
<br />(CONN TYPE
<br />F[ AS REQ'D)
<br />Te©A,
<br />c
<br />E O (LOCATION MAY VARY)
<br />C51
<br />n L TOP MOUNT
<br />(CONN TYPE
<br />AS 0.EQ'D)
<br />BOTTOM MOUNT (0)NN Ln1AX
<br />TYPE AS REQ'D) ($PAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-20 STITCH
<br />PROVIDED THAT CDNNECTIONS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED @
<br />SPANS ABOVE & BELOW OBSTRUCTION, OVERLAPS O MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 PANE GAUGE LS
<br />MINIMUM STORM PANEL
<br />SEPARATION FROM GLASS
<br />(KVH4 WIND ZONE 4
<br />& ESSENTIAL FACILITIES)
<br />MAXIMUM
<br />- _
<br />DESIGN
<br />PRESSURE
<br />-' ALLOWABLE
<br />I IASTALLATN)NS LESS
<br />INSTALLATIONS GREATER'
<br />-SPAN limo)
<br />TIN 30 ABOVE GRAD
<br />1 N E
<br />PMA 30' ABOVE GRADE
<br />N BOY
<br />(�)
<br />•1'3p
<br />130A In--�-�--_-606-
<br />�_
<br />2.16
<br />+/-35
<br />130.01.
<br />6,06 in
<br />2 16 i
<br />+/AD
<br />130.011
<br />6.06 in
<br />2161
<br />+/ 45
<br />1 130.0 In
<br />--_-6,06 in
<br />___--2. 161 -- _.I
<br />+/-50
<br />I 130.0 )n
<br />6.06 in
<br />2.I61n
<br />+/-55
<br />3176.E n
<br />B OB m
<br />2 35
<br />L..-�
<br />/60-
<br />_
<br />2I..5l3
<br />6
<br />6.17 i
<br />i l
<br />36An
<br />6.121n
<br />:PYAIV ,C,UUL
<br />hit t IVU I =I: 1. R SPAN H WITH NEGATIVE
<br />ELATE SC EDASTE
<br />DESIGN LOAM 8 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. PANEL FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(,r-TRACK, STUDDED ANGLE, ETC.). USE 6.25"
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H". AND'U"-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS),.
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER 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 IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />0
<br />MAXIMUM ALLOWABLE F
<br />DESIGN PRESSURES::_:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />POSITIVE AND NEGATIVE DESIG PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORDAP�E WITH THE
<br />GOVERNING CODE. PRESSURE REQUIREMENTS AS
<br />DETERMINED IN CCORDANCE WITH ASCE 7 AND CHAPTER
<br />16099QOF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />OR EDESIGN
<br />PRESSURE CAPAUAI_ TO CITY VALUES LITNEGATIVE REIN FCR ANY
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />ACCORDANCE WITH THE REQUIREMENTS O F THE FLORIDA BUILDING CODE
<br />SEVENTH EDITION 2
<br />D 002WR USE INSIDE AND OUTSIDE OF THE HVH2, PER
<br />iA5201, 202 AN3 TfSi PROTOCOLS, AND
<br />SHALL INVESTIGATE
<br />AND CONFORM TD ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING.
<br />2. NO 33-1jr4 INCREASE IN ALLOWASLE STRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM.
<br />3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN 19 USED SHALL BE RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPP00.TRIG SURFACES TO THIS DESIGN WHICH
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
<br />4. SeFARATE'SITE•SPECIFIC'SEALEO ENGINEERIN G SMALL Be REEOO U2"0.1,
<br />ORDER TO DEVIATE FROM LOADS DEFLECTION OR SPANS CONTAWED
<br />HEREIN. CONTACTTHIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
<br />MAY He REQU]REO.
<br />s. THE sYSTEM DETAILED HEREIN IS GENERIC AND DOM NOT PROVIDE
<br />INFORMATION FOR A SPECIFIC SITE. FOR SITE CONOrTIONS DIFFERENT FROM
<br />THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED
<br />ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FDA USE IN
<br />COMONOTION IYITH THIS DOCUMENT.
<br />6,
<br />DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR,
<br />7. ALLFASTENDLS TO aE V 1 OR GREATER SAE GRADES UNLESS NOTED
<br />OTHERWISE,
<br />FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE
<br />CORROSION-RESLSTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS
<br />FOR ALUMINUM an UCTURES" SECTION 1.3 BY THE ALUMINUM ASSOCIATION.
<br />INC., & ANY APPLICABLE FEDERAL, STATE, ANWOR LOCAL CODES.
<br />B. ALL STORM PANELS SMALL BE 24GA STEEL. NOD24".
<br />e. STORM PANELS SMALL CONFORM TO ASQ
<br />TM A653 STRUCTURALQUALITY
<br />STEEL. M6, GALVANMO COATING WITH A MINIMUM Fy-4&1 KSL
<br />la ALL ALUMINUM EXTRUSIONS SHALL BE6063-T6 ALUMINUM ALLOY,
<br />UNLESS NOTEO OTHERWSE.
<br />11. TOP N BOTTOM DETAILS SMOSVN MAY BE INTERCHANGED AS FIELD
<br />CONDITIO NSDICTATL PANELS MAYBE MOUNTED VERTICALLY OR
<br />HORRONTALLY AS APPLICABLE.
<br />12.CONCRETEANCHORSNOTEDHEREINSHALLBEEMBEDDEOTO
<br />NON -CRACKED CONCRETE ONLY. I STALL AULCONCRETE ANCHORS PER
<br />KANUFACTUREWS RECOMMENDATIONS.
<br />33. THE CONTRACTOR 19 RESPONSIBLE TO INSULATE OR PROTECT ALL
<br />HE SEAS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,
<br />1C ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
<br />SHOWN ONLY, USE OFTMt5 SPECIFICATION BY CONTRACTOR et. at
<br />INDEMNIFIES S SAVES HARMLESS THIS ENGINEER FOR ALL COST& DAMAGES
<br />INCLUDING LEGAL FEES B APPELLATE FEES REIOLT114G FROM MATERIAL
<br />FABRICATION SYSTEM ERECTION ,& CONSTRUCTION PRACTICES BEYOND THAT
<br />WHICH IS CAL� LED FOR BY LOCAL, STATE, & FEDERAL COOLS B FROM
<br />DEVIATIONS OF THIS PLAN.
<br />I& EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONALCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED
<br />16. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TOTMIS DOCUMENT
<br />ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION,
<br />17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />PER EVERY 3.0 FEET, CONTAINING THE FOLLOWING INFORMATION:
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />WEST PALM BEACH, FL
<br />TAS 201, TAS 202 &TAS 203
<br />FLORIDA PROD T APFROVAL NUMBER
<br />VISIT ECALC.10I31643 $f
<br />MaT BtatliEBiN°EXPRB68 GDwBTOPE
<br />eoRAuxrDr+u Pure. I�oKra a RC►,RJtcIW
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />-
<br />i
<br />a
<br />7yLO
<br />Np�I
<br />A
<br />is 11
<br />f
<br />�r
<br />�3
<br />�
<br />H..",
<br />0"
<br />4'
<br />23'
<br />i2'1
<br />2r
<br />G•
<br />24"
<br />27
<br />ZT
<br />Bwd.0 L•H.aew
<br />0'
<br />0'
<br />0"
<br />27
<br />24-
<br />2r
<br />2r
<br />Cr
<br />2C
<br />23'
<br />2S"
<br />215 a •U" etwMMr
<br />lP
<br />0°
<br />0"
<br />Zr
<br />24'
<br />25"
<br />2r
<br />21
<br />O'
<br />21
<br />27
<br />26"
<br />h B4 ShA
<br />23'
<br />23
<br />23'
<br />it'
<br />30"
<br />31"
<br />IV
<br />3T
<br />23"
<br />W
<br />11"
<br />33"
<br />g
<br />aVikbut'P T.k
<br />2r
<br />2r
<br />2r
<br />37
<br />49'
<br />SP
<br />3S"
<br />4a'
<br />24'
<br />4W
<br />30-
<br />53'
<br />"F Hec.k
<br />25'
<br />29
<br />37
<br />W
<br />Sr
<br />W
<br />SO"
<br />25"
<br />W
<br />31•
<br />BS"
<br />�
<br />9NK! aU MwKN
<br />22'
<br />27'
<br />2r
<br />1T'
<br />29"
<br />W
<br />11'
<br />2Y
<br />2r
<br />2e'
<br />11'
<br />3r
<br />D,.d MouN
<br />2r
<br />24`
<br />Zr
<br />30'
<br />4a'
<br />W
<br />2r
<br />S"
<br />2r
<br />48'
<br />30'
<br />Sr
<br />o
<br />'U. H.4tlw
<br />P
<br />O'
<br />a'
<br />2 4"
<br />26
<br />M
<br />Cr
<br />24'
<br />27
<br />26'
<br />m
<br />'C T
<br />q
<br />24"
<br />2 4"
<br />24'
<br />3U"
<br />48"
<br />50"
<br />%'
<br />oe°
<br />24"
<br />4B^
<br />W
<br />53"
<br />aWtl pMAINR
<br />23'
<br />23"
<br />2T
<br />11"
<br />W
<br />31'
<br />11'
<br />W
<br />11'
<br />Mr'C'.r4ck
<br />28"
<br />2R"
<br />29'
<br />33"
<br />B0'
<br />55'
<br />at"
<br />NrSr
<br />33'
<br />5r
<br />I
<br />CDNQITIQMS AT TOP' Orl BOTrOMN'PANEI L£.Gn1E tE56 •+r-W TIYJSF MOT£P INTIABLE ABOVE ARE ND!
<br />Acu-meBLO
<br />NO SEFARAnON FADE GLASS IS R IRED WHEN PAN. IENGT. t5 GkEATEW T.AN Tw1r NOTED PQR
<br />RE6PECTIVE FIfWPE5 E uIRED nD. AeD U.
<br />510E CLOSURES REQUIRED FW1 ALL`n L RT iAED M TAIAE ABOVE, WMEAE StOe QO6URE6 APE N01' f�
<br />USED WITH BVILOOUT MOUNTING BCNU ! {RED SFVAAATIQN AND
<br />2 GLASS sHAIL OF " D PANE
<br />.. TABLE AF9LIFi ro 11 15 22RA (w,T10 WIC smGl BDlrs) MID Illy PAN£Is B BDr^ wrTN aUYu
<br />fASieAE - SOP 4.25'O.0 Z
<br />S. PANEIPM SPAN 36' MIMMUM USING ONE (t) Dr T.E OPn -TOP OR B01 .1 CLOSURES PEP �•
<br />oPewNG yPER DeTUL x) "s1NG A.r waVwnNG cxwmnw ---wN IN THESE I7vAw1MG4.
<br />/L1 OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />LI1.LU D
<br />aP�}•,L7
<br />�.
<br />QQ£j
<br />d `-•
<br />,7,
<br />Z r
<br />K�
<br />e
<br />LAST PANEI. INSTALLED
<br />FROM INTERIOR
<br />ADUAOTNT
<br />LU
<br />g
<br />C
<br />Q
<br />OL
<br />A- 2'z L' Ss. SIQEWALR IA MOLE
<br />.ACMN SCTMRU REW X"
<br />et
<br />ON INSIDE FKEASHERED Yet—
<br />Q
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<br />7�t1
<br />R''2P F L.-NE SCREW
<br />wowl wASHEaeD
<br />�9 � �' �
<br />I1
<br />trPc.uT o 12X- o.c.
<br />70 1CONNECR sonoM MOUNT
<br />ERr4us1Q. ro AouaNr
<br />�.B � � a ��Ilt
<br />&
<br />�1i
<br />z Pa.ell
<br />(d F
<br />LJL
<br />t ry
<br />cl orvN TYPE As
<br />a
<br />p
<br />QQ
<br />fiaYR
<br />4
<br />0�
<br />4 1
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<br />REQ'O1
<br />EHeEot"LB:m��
<br />� S R
<br />33
<br />CON. TYPE AS REQ'.
<br />1. (E..B ANCHORS AT
<br />1
<br />WrRaRFRNntIBNYOPK
<br />i
<br />Qr
<br />E.Ist.c COM7M sPAaNC OF.AAF Y"
<br />IWLLOW WOCMOR VALUE GTYFN IM ANCNpI
<br />WOOD F4AMIHG -MG TABLE. 41..
<br />PAN. AD__ TO
<br />EGRESS PM¢L!
<br />20-31543
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />75
<br />INTERIOR FASTENING
<br />A
<br />RARDDONES
<br />j•2.260" 094'-0.0060" 2. Z50" L4
<br />2 250`. #.
<br />--0 09.4" c 0.750" z'a+ LA4' oc. r-0.629"
<br />z !
<br />0.094" S.� V F
<br />.125' O.t2s" c C N
<br />Q to �$ Q
<br />.094".120' .094 TYP
<br />1� TYP
<br />�-O.3 0� �4�.06�-.l 1.9301.930" 0• -�.-D.062 -375ij 062" �0.135.2.�° 2.000".30" .- 2•�„ -H 2.020" 250" -'I 2.OD0" I- iYP. W UI £
<br />4AZI- 1.1�" u •H' 4EMEA 3 "If DER F�aURO-OUr V' rEADER qa' L!'i,MAN CLI%uRE n� Lr <t 6
<br />' 1.51 1.560"� �11.560" 1 510" 3.380'6t54•AX. ,31 "55. D,376' 0.31355"22„
<br />855" 0.19 OD4fi 55" 0 376"• D 65S p 350^ 1.007- Ra':�33" ,'` 31N i
<br />D.179"� � 0.190°D.zso°
<br />I2.SIX7" PANEL COYERAGF �-- � �-- "' U SBq^150' 1u4.8�M75 "�OPANpEEALNaELILENe "1+. 7Tf.OD'x+�1ryFRtirDH 00.,2S1q55"' -0�700' �r .,
<br />`DBI
<br />AD
<br />0.T0.OS0" RD5305"
<br />'1"TYPTYP.
<br />V
<br />-P. 0.090 6.957" a1L0OUT "P' TAACK ^ � ��C�IRA" W WNpeJT
<br />� e " � � ��P�
<br />r 0.11,
<br />N'»'..F<`�•+J: "x' 0. t90"-•1 ¢-�rV'655" C3
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<br />x. r- rtp
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<br />LEG IN IYyI d
<br />_--_� DIRLCTION t
<br />Ir-3.OD0"D.125' t_ REVERSED
<br />VT
<br />.`...L25 7yp' {y a
<br />ANGLE - 1RACI( (E%IENOFDI n L7 K
<br />Z <
<br />1ADD" `"v5'i-�ia;�=v ,[ o nP. x g S"• >
<br />OVERLAP
<br />4" MAX ('1 CORNER CLOSURE DETAIL L //-.2S" MAX.
<br />+ 0.169" -,25"MAN. y }
<br />MAX.:rfT-
<br />LU
<br />BUILD -OUT
<br />Ili Be
<br />IrIN r nrlA I
<br />DISTANCE
<br />.JJ
<br />r - LOW J
<br />Q
<br />y C .A .. EMBED "
<br />- S
<br />OVERLAP nIF 'olio, 3.820" Y I
<br />a 25"
<br />MAX.
<br />�. qq qq g
<br />H T.3.
<br />I.SDO°
<br />-n MIN.
<br />T xs 4PL'. 2 _3 V ♦t SIliC
<br />� 1.500"
<br />+ . _.• tic I 4 eU L
<br />r-4'MAX. I MIN.-
<br />0p� y
<br />•^iLyCDRFJE0.CLD3lMF MAIL BED'
<br />/ITND11HT CLOSUPE DETA& n--r c:T..:r qp �sI C� RpR
<br />HT. S.
<br />ANCHOR SPACING SCHEDULE:
<br />24GAUGE PANELS; PANELFASTENERS O 12.5° O.C.
<br />- jErflWmfflNMfflNffl
<br />®MEN
<br />®�®mlsmm®
<br />M
<br />�MMMMEMNMEIMR
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<br />3/4- MGI! DISTANCE
<br />33
<br />11
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<br />• t
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<br />ANCHOR
<br />ANCHOR NOTES:
<br />L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,
<br />E BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXI MU ALLOWABLE A M OWAB SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY.
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING THE EXISTING STRUC
<br />TURE
<br />MATERIA &ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN.SELECI
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3, "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WrrH ALL MOUNTING EXTRUSIONS
<br />("r-TRACK, STUDDED ANGLE, ETC.). USE 6.2S" O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H"- AND "U'-HEADERS (INCLUDING SUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />S. HOLLOW BLOCK MOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />& MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEOIK ENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICX, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />9, WHERE EXISTING STRUCTURE IS WOOD FRAMING EXISTING ONDITI C MAY
<br />VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT M NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS 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 (r/y" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G-O.SS ORGREATE R DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEED.
<br />It. REMOVABLE ANCHORS ARE: DEVIALT PANELMATE ALL -POINTS 5OLID-SET & e A 55 BUSHING.
<br />12- MACHINE SCREWS SHALL HAVE 112"MEMIMUM ENGAGEMENT OF THREADS 1NIT0 THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />", 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15. * DIRECT MOLL NTING CONDITIONS.
<br />15, LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />SHEET NO.
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