|
I I I_ L1 I 'I 1 I'll ' I If I I
<br />i I I ____L I 11;1111111111 a-L_ - - - - I - -- - - U
<br />EZI/18,
<br />EZ I W/ 18 ANCHORS
<br />- (SEE SECIION E7O n At IERAPI" EZtw ON SHEET 10) -
<br />1
<br />-3" MAX. -. -' Un -
<br />M*E 2) i ��'W 1O . S NOTE
<br />NOiE 2)
<br />Otax" SMS - - ___.._ -- -T---- - - _ _ �•
<br />�-
<br />H ENO �T--' - - T
<br />DE 7' -r' -. 1 ,-_ ^'- -.i .ry.P i
<br />•O-T-
<br />t/]''- O~-t0 --_ '0--T-jO•T-
<br />OI 0 : i0�- 10~- 10, 1 ( FUh AN 'i \ _ is 4_A`li:\ L'JD:.'-.
<br />5nx
<br />r !-(,: Ili F s'.FF - •y: E .A,l�: { N Ah'Et. -IFM
<br />IN I'k-Jl J14TERIC,- 4PE t147F4v� `k_4EL ( i4„)EY PANT t' Pi
<br />L. .,lit ALAAY_ 1 df: -IL
<br />NollIt .
<br />' W of "a1 5 n cr I -U L
<br />M
<br />{A1
<br />- 1 Ali
<br />4.
<br />4 °
<br /># ,
<br />_. , NI _ L rM1Yr ;4 NAt N .NI f
<br />1 . ..'IJ
<br />V PNJELI N P-l=•,' ' NIiT ,4 U,. .M '2LK IAP•jI-� H., ',�4
<br />S S H`:[Ti A,"O I RCA{' L l A10 i't F i_R` MA1 fIC - PTUC4 Jl'�
<br />�I - N E N
<br />ri I'yM
<br />T1-♦ -♦- ♦ ♦ Y i t ... -. + t.. r Y 'i - T-- •- • T t ,_. - : 1 1- V I
<br />°Eli >, 'ANE:
<br />_I- -I L_ :�:J1! L..1_ � �J_. L L J_J_1Ll ..1 _J _l 1. I 1.T.A..h vA. `LB ..1t„n!
<br />l;n�Fl i t Frc,
<br />,
<br />- iSE[ 01 Eli h A. (Pr,A.!'vE `UP .- _fc_ IBI -
<br />EZ1/t8.
<br />EZI W/l8
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 1 SYSTEM (t)
<br />2 5M: 'LIIJ ,•.ER:J3 _.,�ten.
<br />iron GAP-. -
<br />SECTION A-A............,r,J
<br />EN ' U/9 '�. FLORIDA BUILDING CODE (Nor: High Velo:-lit NNrriccne Znne)
<br />O, 44167 ? " 24 GAGE GALVANIZED STEEL STORM PANEL HA4 1
<br />_ *=
<br />.y
<br />' IT51ATE pP�'pi.r�' ` i L E C O irEc (GLOBAL PROTECTION PRODUCTS, LLC. P" IR`'
<br />Est.. • C++G,M ERtH C -
<br />✓ `-�, 20-
<br />; Ga. NL:')RIGp
<br />`i` �'`
<br />r. ♦� P DWN-M. A.
<br />ENGINEERING EXPRESSS
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />(cation Number 1 9 - 2
<br />n R Application 7)38 i
<br />EX Project Number 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beech. FL 33409
<br />Product Name & Descriptions 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 />of n Professional Re ulationo i Commission Rule Chapter
<br />Department euaness a dB M ! (Florida( rig Pt g
<br />F I acceptance r Method l d Th odu noted above has been
<br />81 G20 3 005. A C., or statewde acts M th d Theproduct
<br />Pia Pe () pr
<br />lest and/or evaluated as surnmenzed herein to show compliance with the Florida Budding Code
<br />tested mpil rig
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-evaluation of this Product shall be required following pertinent Florida Building Code modifications (ir
<br />revisions.
<br />Substantiating Data:
<br />A PRODUCT EVALUATION DOCUMENTS
<br />X r n 0-315 a Galvanized Steel Storm Panels HVHZ 6 Non-HVHZ) -. sheets 1-5
<br />E d avn g k2 43 tilted Ga z S t ( Z)
<br />prepared by Engineering Express. signed R sealed by Frank Bernardo. P.E. is an integral part of this
<br />Evaluation Report
<br />TEST REPORTS
<br />d rot c structure) r h been tested m accordance with TA 02 test standards r test
<br />Un o stab W ucture performance as De t S 2 pe
<br />repon(s) SBT-ASG-17-001 by Blackwalet Testing Inc
<br />Large missile Iropect ressfanceperformanceand bathri9 has been tested in etc Drdance with TAS
<br />201 and TAS 203 test standards per test iepon(s)11BT-ASG-17-001 by Blackwater Testing. Inc
<br />STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepeled which evaluate the product based on
<br />comparative and/or rational analysis 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 />TEAM14'EHGINEFRI N GEXPRESS.Com
<br />E NGI MEER I NGE-JPRESs Cam
<br />x
<br />;k
<br />I
<br />a'
<br />i. rl c� •s :n .
<br />I u S
<br />�y
<br />x u
<br />T-I. Ir_ rr
<br />Alt=PRAT=BUILDDUi
<br />HUUN�NS
<br />r'e
<br />M M.
<br />'r✓4L a+ -II fP' C
<br />3"c
<br />L�
<br />T�L H
<br />T
<br />1>^`LTE I IIxH HrRlx ¢H.I ol1
<br />I
<br />PBYC � HI -
<br />All •American Shuncr%anti Glass - 24ga Galvanized Steel Slams Panel,
<br />No 33% increase in allowable stress has been used at the design of this product
<br />Separation from glazing 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 reports), and is
<br />accounted lot 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 schedule(s) on the
<br />respective Product Evaluation Document h e engineering drawing)
<br />installation
<br />This product shall be installed in strict compliance with its respective Product Evaluation Document (I e
<br />engineering drawing) along with all components noted therein
<br />Product components shall De o1 thema a nal specified In that product'6 respective Product Evaluation
<br />Document (I e engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accot dance with the respective Product Evaluation Document (i e
<br />engineering drawing) as noted herein
<br />r II n r ail rim n shall be of a material
<br />All sir supporting host structures she be designed ID .east a superimposed loads and
<br />PPo 9 9 r� Pos
<br />listed 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 ate -specific basis by a registered
<br />professional engineer
<br />Ail com
<br />ponents which are permanently installed shallbe protected against corrosion contamination and
<br />other such damage at all times.
<br />This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />Respect tiil h .
<br />Frank Benmtrdo, PE
<br />ENGINEERING EXPRESS"
<br />4IF004044 I Cerl Aufh 9W
<br />160 SW 12'' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 354
<br />(954) 354 -0660 1 (866) 396 9999
<br />TEAM OE NGINEEAINCEXPRES?. C ON
<br />ENGINEEAINGE N PRESS COM
<br />_ I i
<br />A P`
<br />--,I- T-il
<br />h+
<br />T, E. M.
<br />.niV. I W F J
<br />C�.y.
<br />N 3C C'P `-
<br />_ H 8 _ T
<br />1 E h r
<br />i U
<br />uLE -U;_-
<br />1 -TTI i, c l- r,.,..
<br />f
<br />Cn Eii /
<br />/
<br />i r i r_4
<br />TI.T
<br />..,.." r T
<br />Is UP,WNPL TUP M CID B TTDUA_ C=TACL r.
<br />Nike I
<br />1,6111
<br />R e
<br />+g�
<br />qp!
<br />y
<br />IXWaafrNa( TE
<br />20-31543
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ' 1 i
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />EXISTING POURED
<br />CONCRETE Off +: 4'r TARCON
<br />CONCRETE BLOCK ANCHOR O 12' 0 C
<br />REWNiEC
<br />f; _
<br />/ I. jJi'I
<br />1 /4Y 1APCON + -. I'4, •' HEX HEAD TEN PI HEADER •, J14,r• HER HEM. TU
<br />ANCNOR /2' OC SCREW O 4" T40M REOLARFD SCREW OX 4- FROM
<br />EDGE Or (S { i I. hv2i EDGE OE V
<br />_ Jr
<br />t 55 BOIR w 1
<br />Pos"
<br />AI a tMtMo Pf i+"i
<br />1 i
<br />II^SE PAMTN)N 1- Min.
<br />CXISTINO N TO GLASS 1 l r ExISI W0�-SEPARAnON
<br />AL-
<br />GlASS AUM.VUM POP GLASS R TO GLASS I ALUNINU4 PCP
<br />0 y I f RNET x I ,.. PITA,
<br />5FA10iPt,EMM1") IF ; { UAX I/+ '�
<br />PANEL # =
<br />4.r-
<br />.EAGTt. TH
<br />A tIRtS w x { , PANEL LENG
<br />i i
<br />11 1' M.,
<br />IH•SEPARAT'ON-I 1 I Q---SEPARATION - ' I MIA /4'm-40,3-
<br />ii t0 OIA55. / THUMBSCREW
<br />III TO GLASS I
<br />n IF
<br />iID,
<br />11 jPIO.1�"Ep..
<br />THUMBSCREW 11
<br />R E
<br />mEUi/2'
<br />, 4"m TAPCON ANcmoR
<br />6 12' O.C1A^COW
<br />_2',4- w000
<br />ED ""'FLAIL
<br />ANCH(JF p t2 �C
<br />CK REOUIRED
<br />REWIRED
<br />WALL tE LNG WALL MOUNTING
<br />Qn ALTERNATIVE Eztw
<br />SCALE 3/8-1- SCALE 3/8=I•
<br />'•..
<br />Y\CENSj
<br />FLORIDA BUILDING CODE (Non High Vmioclry NUrrrcone Zcnm)
<br />rllZ�..I+ * MIN. PANEL LENG`I• 0, dot -� ::Tt-AL •n.r24 wc. rF
<br />1 INSTALLAiuON ARE ONLY VALID FOR MAX. A D DESIGN SHALL BL 2'-6' * # •; t I4 CAGE GALVANIZED STEEL STORY PANEL.
<br />?
<br />PRESSURE RATING »/- 40.0 p IT f ANC' 6'-0 MAX ; ,O STATE'' c,llrh^zP
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />PANEL LENGTH s y F III.IE C Q ENc 1n
<br />!(
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD n1LT4 - qe " T'-1
<br />+i eF� �! LAr T� G m EM4IEPIMO COMPANY
<br />T"r. S,Tw3�An.+ifwa.
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Al •„•+ ,n ,,, t„ mar M ft" 20-175
<br />'ry SIG' Lt1A
<br />DENSTY OF 0.55 OR EQUAL. „1- ••-+-• CAPFX.; V.
<br />UF INNIIMN JPr�C.AI[ TNu,. 4L,w.-mT ty F• er ,, ,., .Ar RAFT.t IR P, ,a
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PBAR TO PANEL SPAN)
<br />FOP MOUNT(CONN TYP,
<br />TYP
<br />E 45 RC-Q D)
<br />SEOTIfN15
<br />y--- BOLTSOFTIONAL /+"WA STITCH
<br />-BOLTS WITH WASNED 0
<br />WINO -NU iS FA.;TENm �
<br />OVERLAPS 0 MID5PAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />�nin�a
<br />FLAN VIEW
<br />E z4G�ip
<br />ua gz
<br />SRC 15c
<br />I 1s
<br />i
<br />BOTTOM MOUNI /
<br />cent TYPE As �. Y
<br />( N
<br />RFQ'D)
<br />R0.391"
<br />MAY BE ATT �_
<br />a BOTTOM
<br />1
<br />TYPICAL VERTICAL
<br />MOUNT L V T EE AION
<br />1 N T o. ELEVATION
<br />TOP MCAINT
<br />Lm4x
<br />IN
<br />CCQN
<br />AS REQ'D) (SPAN ABOVE
<br />TRUCT)CxY)
<br />BOTTOM
<br />w w OUNT
<br />ry (CONK TY
<br />qV
<br />azI
<br />J n-0OCATION PA
<br />(LOCATION MAY VARY,
<br />xqq Zr
<br />Vi E
<br />J":-R
<br />OP MOUNK EQ ) TYPEAS 'D BOTTOM MOUNT (CONK LrrlON
<br />TYPE AS RED D) (SPAN BELOW
<br />OBSTRUCTION)
<br />ITANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL K -20 STTTCK
<br />PROVIDED THAT CONNECTICNS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY v/iNGPYJTS FASTENED O
<br />Sr'ANS ABOVE B BELOW OBSTRUCTION. OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 NT,S, ELEVATICII
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAU.'�E P4MEL
<br />MNN+UM
<br />airrPM 'aNf; nl
<br />rAA N --N ,IA>',
<br />NWI, WIN;l ?I.1ME 4 R
<br />FSSIN IAP FACII,J iI
<br />MAXIMUM
<br />0 SGN
<br />AWAHH
<br />N..A IAI1 N HFSY
<br />N`.i AtIAT N\'. AiEN
<br />-tl.Pi
<br />R N 111 IIIA14
<br />ARrIVI. illlkcr
<br />I „AN III AAPVr C,NAEIE
<br />wUl
<br />i
<br />3U
<br />10 �
<br />H116„•
<br />161n-
<br />/ Alt
<br />liL( i
<br />N(I �� _
<br />151n
<br />-At
<br />l UI
<br />- I ,I
<br />14.E
<br />I 10 11
<br />6 N,,r
<br />/h
<br />N JN ,r
<br />I.i
<br />4 e n 1
<br />,; 11 _.
<br />2 0 I
<br />/Ili
<br />iLA
<br />5It
<br />9r11n
<br />Df HIV 51,r1tUULt IVU I t5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />OK)'%LC,AU & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABI E STORM PANE!
<br />SPAN. 5C. EDUa IS ACCEPTABLE TOP USE Wi ll-
<br />FO'SiTIV€ LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />PANE, FASTENERS- ARE STUDS USED IN
<br />CONJUN", CN WIT. AILMOUNTING EY.TAUSIONS
<br />TAAC,,. STUDDED ANG,..F ETC i USE
<br />6 2S'
<br />O C PANEL FASTENER SPACING TABLE VALUES FDR
<br />ALL HAND -U' HEADERS IINCLUDING BUILD OUT
<br />( ONDITIUNSi
<br />+. UNEAR INTEPROLATION BL"iWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER 17AD
<br />GLASS :
<br />SEPARATION NOTES:
<br />P SPAN SCN E DT•I POSITIVE HE OE52rl1 LOADTC, DETERMINE
<br />MINIMUHELLOY.ABLE SEPARATION FROMHE OPENING TO BE PROTECTED SCHEDULE 15 PE'2UIRED FOP USE WITH RCSITIVE LOADS ONLY
<br />INTERPOI ATTON BE`WEEN LOADS IS 4CCEPT48LE. OTHERWISE USE NE., HIGHER
<br />FC,aD
<br />FON INSTALLATIONS OUTSIDE OF THE V.z 4ND OUTSIDE OF 55SENIIA'_
<br />F M 1 - T' R iH -ASEPARATION - 1 1 SAS W11D TONE ! H L E L S
<br />FACILITIES T1c5 O IG 3. 5
<br />SLHEDUIF I$ MOT REQUIRED 4ND. NO MINIMUM SEPaA4iICNi FROM THE
<br />PROTECTED OPENING IS R_ UIRED
<br />w
<br />b
<br />MAXIMUM ALLOWABLE D9P
<br />TrAro
<br />DESIGN PRESSURES:
<br />Z",
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: s�HEDULEs
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGIN EERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE,
<br />ODE PRESSURE REpUIREMENFS AS
<br />DETERMINED IN AdCORDA WITH ASCE 7 AND CHAPTER
<br />IGN OF THE FLORIDA BUILDING
<br />UILD NI G CODE SHALL BE LESS THAN
<br />OR EQUAL TO THE POSETTVE OR NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />THIS SPKIFICArION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />2 NO 33-1/3% ]INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />0ESIGN OF THIS SYSTEM,
<br />3. THE ARCHTTECT/ENGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN i5 USED SHALL BE RESPONSIBLE
<br />FOR THE I RITY OF ALL SUPPORTING SURFACES WHICH
<br />NTEG SU ES ACTHIS DESIGN W IC
<br />SM4LL BE Coo0.0INATED BY THE PERMITTING CONTRACTOR.
<br />SEPARAT['SIrFSPKIFiC' SCAL[0 EWQN[ERInG SHALL BE lip ffEO "I
<br />4A RT N O G F P N OE O OEJ)ATE FRO L e LECT(Ont OR SPANS CONTArFi[D
<br />pp5, 4
<br />HEREIN.( CONTACT THIS IE RFOR LIFRNA ESPAI CALCULATIONS AS O NGI) E A T 1. ULA'n0 5-
<br />5 BE R UIRED.
<br />KY
<br />5 TH[ SYSTEM DETAILEDORM.0 SM. IS R SITE
<br />140 GOES HOT PROVIDE
<br />THE CONDITIONS
<br />FOP A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER MFOR OR REG6TTRED
<br />APCHR ECT SHALL LIT PREPARE SITE SPECIFIC DOCUME NTB FOR USE IN
<br />C. DESIGN RE55 Tins DO NOTED
<br />HET
<br />P ft ARE MAXIMUM
<br />6. DESIGN RE65U ES NOTED HEREIN E FNSED ON MAXI . M TESTED
<br />PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
<br />7. ALL FASTEN EREiD BE )LL'RI CA GREATER SAEGRADE 3 UNlE55 NOTED
<br />OTMERIVISE. FASTENERS SMALL SE CADMIUM PLATED OR OTHERWISE
<br />CORROSION RESISTANT MATEPIAL ANDSHALL COMPLY WITH "SPECIFICATION5
<br />FOR ALUMINUM STRUCTURES' SECTION 3.3 BY THE ALUMINUM ASSOCIATION,
<br />INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
<br />8 ALL STORM PANELS SMALL BE 24GA STEEL Lw o,oz4"
<br />R STORM PANELS SHAM CONFORM H ASTM A65] STR8.1 is,ALOUALITY
<br />STIN:L. ALL
<br />A GAL-VANIALUMINUM
<br />COATING WITH A MINIE 1SES .T ALUMINUM
<br />W51
<br />UN ALL ALUMeIUN EXTRVSIONH SHALL BE 60fi7-T6 AlUMINUM ALLOY.
<br />11 T NOTED OTHERWISE.
<br />I L TOR & &DICTA pFPANE SHOWN MAY UN ED VERTICALLY
<br />HANGED AS FI[LD
<br />CONDITIONS DICTATE PANELS MAY BE Mq/NTED VERTICALLY OR
<br />MO IZONCRET AS APPLICABLE.
<br />N R CdNCRETCANCHORS ONLY.
<br />HEREIN SHALL C ETEEDDEDTor
<br />NONGRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PEP
<br />MANUFACTURERS CTORA1NENDAT
<br />13. THE CONTRACTOR IB RESPONSIBLE O PREVENT
<br />ATE OR PROTECT ALL
<br />MEMBERS PRO" ENGINEER
<br />DIAL AFFIXED
<br />D HERETOMATERIALTO PREVENT RUMEILEr.TkLL De
<br />IS
<br />24. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL aESIGN AS
<br />M N Y. TH P A Y T P L SHOW O L USE CF IS S ECTF3C nON B CON RACTO ., et a
<br />I IIDEMNIFG GSAVES At APPELLATE
<br />THIS ES RESUL FOR ALL COST 4 CAUL.
<br />INCLUDINGLEGALTEE SaECTIONATE FEES RUC LYING FROM MATERIAL
<br />VA CI M CA,GYSTEM ERKLCAL, dCONSTRUCTION CODES & F BEYOND THAT
<br />1'✓HtCn 6 CALLED FDR BY LOCAL, STATE, A F[O[Rpl CODES &FROM
<br />D[, "DES OF THIS PLAN
<br />1 C TAS EX➢ LVP VS N C111 ND N 3 "CEP Aess ao IUD eR ADamD AL
<br />IS. F[CA"AnOR P AFFIRMATIONS ARE IR,ENRED.
<br />1&. ALTERATIONS, ADGITIONS. OR OTHER MARKIWGS TO THIS OOCUMEIJT
<br />ARE NOT PERMITTED OF
<br />INVALIDATE LTHIS
<br />ABELED
<br />WIDTA MIN
<br />17.
<br />PANELS SHALL
<br />C PERIINNGTH L LUCAIYVIQ NEORMATUM IOW (1) LABEL
<br />PER EVERY AFEET.14 SHUTTERS THEE LASS IMGIN FORMATION',
<br />ALL AMERIC BE SHUTTERS AND GLASS
<br />WEST PALM BEACH, FL
<br />TAS DTAS 0. TAS 203FLORIDA PRODUCT APPROVAL NUMBEP.
<br />VISIT ECALC.10/81543 $�O
<br />•.1'na, er,�eaF�xwoEtwrag+s rAWBIOAE � �J
<br />,�DRr,4arP„>Ke5
<br />FRtax B�tlIMApO IE
<br />DElRT4.19 iA• 980.
<br />M,
<br />M ry
<br />e tq8
<br />M Vd
<br />. sspp
<br />U
<br />- _ m 99iiiii
<br />1 8
<br />r, Wu i
<br />ll
<br />d Pau�-
<br />tm I
<br />a
<br />0,
<br />ra �
<br />'0W
<br />O
<br />LA
<br />a s ;
<br />r-
<br />ml
<br />W
<br />(t ry
<br />0
<br />2
<br />c ❑
<br />W
<br />Q
<br />I
<br />tnN+.w
<br />T MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />•p�
<br />$
<br />s$
<br />.$g
<br />mQ
<br />5$
<br />6
<br />�
<br />x
<br />�'
<br />�e
<br />Pi,
<br />9UYd,W 'u'HeAm.r
<br />0•
<br />o-
<br />IT
<br />27
<br />F-
<br />2
<br />l5 a L' HReaer
<br />0
<br />0'
<br />2Y
<br />24'
<br />2 S
<br />2_'
<br />2 4'
<br />O
<br />T£
<br />2T
<br />5"
<br />7
<br />CN5 A Sum a
<br />?
<br />2Y
<br />j•'
<br />I'-
<br />3C'
<br />31'
<br />Y
<br />]rl'
<br />23'
<br />xr
<br />It-
<br />33"
<br />O
<br />l4'laP I'i• T q
<br />24'
<br />4
<br />24'
<br />30'
<br />A8-
<br />S7'
<br />29'
<br />48'
<br />4-
<br />48'
<br />30
<br />53"
<br />C A_
<br />25
<br />5
<br />_5`
<br />3t'
<br />S0•
<br />92'
<br />3D'
<br />Yt
<br />2,
<br />SiT
<br />71
<br />SS"
<br />O
<br />-__ _
<br />stud W - Mo M
<br />r
<br />27
<br />.Z.
<br />i'
<br />2 9"'-I
<br />-
<br />ti'
<br />24
<br />_
<br />1
<br />>r
<br />II
<br />3 1-
<br />F
<br />M
<br />fXect 1
<br />T4
<br />4'
<br />TA'
<br />sP
<br />4B'
<br />80-
<br />2a'
<br />4
<br />42
<br />-
<br />7rY
<br />57
<br />�
<br />0
<br />qw
<br />�'
<br />Q
<br />0
<br />J'
<br />74-
<br />_x_-
<br />::
<br />IT
<br />N
<br />e
<br />24"
<br />m
<br />F' T AAN
<br />24'
<br />1t'
<br />24-
<br />70'
<br />AB'
<br />S-
<br />JIT
<br />AS"
<br />_r'
<br />49"
<br />SUP,"Mill SR MRMMi
<br />2.1
<br />3
<br />23'
<br />I f
<br />3
<br />i I-
<br />7U
<br />23'
<br />TIT
<br />X
<br />26.
<br />28"
<br />28'
<br />33'
<br />S7'
<br />15
<br />it
<br />Sr
<br />'e'
<br />t!
<br />N
<br />1n
<br />+ t
<br />Z
<br />AFt- s
<br />Q $'
<br />OPTIONAL INTERIOR FASTENING DETAIL
<br />is.N.T S.
<br />In
<br />°`
<br />1n ° a�
<br />O
<br />3
<br />Z_
<br />S
<br />3
<br />g
<br />0
<br />ApARCp1 t
<br />PANEL
<br />W
<br />`
<br />J
<br />uxrV whir.+,.
<br />[ /
<br />c
<br />•� 3
<br />6 aI
<br />1
<br />T
<br />is y{
<br />GOMWR[RVm ERAYxnR
<br />20-31543
<br />i.,`N
<br />- w
<br />/ iOPTIONAL EGRESS PANEL DETAIL
<br />Are
<br />INTERIOR FASTENING
<br />a
<br />�2 991 2 250" 'tN
<br />r2.250"� O 094"--Ir•-0 O60" -
<br />l' 4„ `r 0. 12d' ., 11 ry z _ o. uM'
<br />7 Z09
<br />-0.094" D 094'. DD 11��
<br />.125• 6.099 � n ry
<br />n 125"YR
<br />0
<br />0 lfl GA
<br />D 79a" 8 T- - § $ a�
<br />-U.3 1i.094" L- L162" V' .044 TYF. TYP ? - T
<br />>n
<br />0 osz"
<br />4a
<br />f'O 062" -
<br />L 930" �+- t,93D" LJ� T "�
<br />r=
<br />3.5 0 L25" N
<br />Q W2 D62" �1
<br />.� E
<br />-y 2.000
<br />l
<br />+}-- D D62" --1 � tYP .S uygt
<br />3.000" -I 00" I- Ef Las _I ,o3D" zsr3 zit ,I z.DaG° I_
<br />-� z.o2D"
<br />�%l
<br />1 3>�'.-OUT 'U" HEAgFA I II �(7p[� 55'' S53 NO 1.5ti0" �..5SO 1,510' 380'65A-Y( 310'.655' 0.376' 0�0655" 0376".,01}�°2°c^ 0.150'. d.500" PANEL COVERAGE-+ }J,_I 0.179"-$ 0.19f��-I r- 71 IgpI I EGGS-.. t Ol)7
<br />34.875' PANEL LENGTH a, t Lcc { D.545, 0.524^ 0,25WJ 0 050 $ to,
<br />'4R .15D'. to O
<br />P.
<br />OLLECno 'jr
<br />T:: D.09V �� MAAY 8"E l �- 0 Day" '0.2%t'.
<br />,E EYE, TYp 1.000;,�0 0.215" '01700' 0]IO' RO 13T- 305' {Ja�I
<br />T P. D.090" 0.957- J
<br />✓e1011AD-d1T Y TRPON �� 'F+ iR��� F' 7R a WA9ERE0 wNCN1i
<br />V LET- lJ V" I2AMAC ., ALL 1 I E R
<br />It .1 a q bN
<br />} 0376'��SESS" 0
<br />13.
<br />LEc d
<br />---- grnErnDM
<br />C F
<br />A,=o.izsS.
<br />PeJEnsEn
<br />,,.. ,, ...I , uu °F• ANGLE - 1�ACK )ExTENnto1 � i3
<br />OVERLAP J \ (n th$g4
<br />4" MAX. DETAIL V O.1Ba f IP: >'c E •`� �.25" MA}'.
<br />MAX
<br />I T
<br />W
<br />E JILEI-JU Ir
<br />a. lAru .ra rsro
<br />A
<br />. 'Xr
<br />DLST NCE
<br />11 rill I.0 J
<br />�o
<br />_r T<..P sF:TrAee a - 11
<br />EMBED 8 �.
<br />i.D00• D' 'i is rr_a r . f
<br />3.82
<br />OVER 1W
<br />4 s MAX
<br />qw TI gt
<br />�25"MA% EI �15 c�®ili
<br />....Hr / II,s N
<br />M[N ep
<br />1.
<br />t
<br />f/ 1.500'
<br />l
<br />MIN
<br />/
<br />i
<br />4"MAX. U'
<br />L- ,qDp' t W
<br />EMBED
<br />'''•' rLOM,EM1 G.OAINLE DETNI [i- r n..
<br />U' I
<br />;MD MDUIIT CLOSURE DETAIL n I-r tr gg �F
<br />�GC
<br />Vile
<br />mMYIaCPPxarlNtlYlUP2
<br />20-31543
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS 4 13 5" O C
<br />��I®Eii�1Y��11�
<br />®®/,
<br />/
<br />r
<br />A// LM�
<br />/ r r/
<br />r /
<br />y /
<br />l//; %N iKom
<br />®
<br />®8�UNMEMM
<br />an
<br />_-
<br />MEN""!
<br />®®®/%,�
<br />it/r./../.,{-.
<br />-
<br />ire^ MTTaP Drcuur•R
<br />ANCHOR NOTES:
<br />L PNCJHOR SCN AP 7 T PP T F T EDU LE PL ES DAL. ODUf S CERTI LED HEREIN BU CNVLY PROVIDES
<br />MAXIMUM
<br />AXtMUM ALLOWABLE ANCHOR SPACING MAXI UM ALLOWABLSPANS ANOP RESSURES INDICATED
<br />INSPAN SWEDULE SHALL APPLY
<br />2 EN E0. ANCHOR SCHEDULE BASED ON PANEL FASTEN R SPACING, THE T T E NG. E LTO ING STRUCTURE
<br />MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER TFt7.N OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.5ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET I FOR [DENT] FICAFION OF CONNECTION TYPE).
<br />1 "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F'-TRACX, STUDDED ANGLE, ETC I USE E.25" O.0 PANEL FASTENER SPAONG TABLE VALUES FOR
<br />ALL "M.. AND "U"-HEADERS (INCLUDING BUILDOUT CONDITION5)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFAITURERS' RECOMMEPIDATIDNG
<br />5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK,
<br />6 MENIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SOHEDULE,
<br />7 MINIMUM EMBEDMENT AND EDGE M57ANCE EXCLUDES STUC W, FOAM, BRIM, AND OTHER WALL
<br />n NIS LES WALL FINISHES SHALL BE LIMITED TO 1/4" MAX 13R SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST ST0. ULTURE
<br />8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY
<br />q
<br />WHERE xlsrlN F v v EXISTING FRAMING, EXISTI NGCONDITIONS MAY VAR FIELD
<br />VERIFY .T F.ASTEN iL5 M A A TOO E ARE ] O, DE TE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING
<br />QU ,
<br />T Y G O PLYWOOD IS ACCEPTABLE ONLY FO'P SIDE CLOSURE PIECE.
<br />10. WHERE ANCHOR$ FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD (Y' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE'50UTHERN PIN E"G-O.SS OR GREAT ER DENSITY LAISCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />1 I REMOVABLE A"DTDRS ARE DEWALT P-ELMATE, ALL -POINTS SOLID -SET B BRASS BUSHING
<br />L2 MACHINE 9:REWS SHALL HAVE Sj_'° MINIMUM ENGAGEMENT OF THREADS I NTO THE BASE
<br />ANCHOR AND MAY HAVE ETTHEP A PAN HEAD, TRUSS MEAD, Chit WATER HEAD (SIDEWALK BC,LT) U. N.O
<br />13. MINIMUM EMBEDMENT AND
<br />EDGE DISTANCE EXCLUDES STUCC000.0T HER WILL FINISHES.
<br />14. _ DESIGNATE`' ANCHOR 11"IFICNS WHICH ARE NOT ACCEPTABLE USES.
<br />L5 71C DIRECT MOUNTING CONDITIOIV5-
<br />LE LINEAR INTERPOLATION 15 NOT PERMITTEC' FOR USE WITH THE NFICHOR SCHEL'ULE5 USTEO '7N
<br />THIS SHEFT
<br />B8l
<br />9
<br />-1--r
<br />Qi
<br />Qi
<br />C-
<br />U
<br />N
<br />O
<br />Q
<br />�
<br />O
<br />C
<br />Ca
<br />U)
<br />CV
<br />O
<br />cu
<br />VJ
<br />C
<br />Q
<br />N
<br />O
<br />L1..
<br />cia
<br />CU
<br />. -
<br />UI
<br />Q
<br />Z
<br />Z
<br />W
<br />J
<br />Cn
<br />(D
<br />i
<br />U)
<br />=3
<br />CIO
<br />CDL
<br />CIO
<br />_0
<br />V
<br />(1)
<br />V
<br />W
<br />LU
<br />c
<br />G
<br />Q
<br />Z
<br />z
<br />Q
<br />J
<br />SHEET NO.
<br />SH
<br />1.5
<br />
|