|
I I I
<br />U14181
<br />EZ1 W/1 B
<br />ANCHORS
<br />_ -- -
<br />- (SEE SECIIGN EZI R ALTERNETNE EZIW ON SW jR)
<br />-3 Ml4u
<br />r- Y�OtEE NOTE x)
<br />(NONE x)
<br />O
<br />OF'
<br />/te'• ALLRRNUII
<br />NVE'T O LAST PANELOt TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />PROVIDED W/ REAR HAND, E TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />na_
<br />NOTES
<br />tOr1L+t-.
<br />z
<br />(1). g wlnoN OF SEMES 2000-D0: E-2 HANG STORM PANES SYSTEM
<br />(RI D PANEL) (INTERIOR PANEL) (OMRM PANEL) (INTERIOR PANEL)
<br />R!D P �� wLx.
<br />CONSISTING Oi PAkEL C.M. TRACKS TOP O BOTTOM.
<br />SEE NOTES 2. 3, 4
<br />I I I
<br />SEE NOTES 2. 3, a
<br />W-0' (2)• END PANELS SHALL A BE CONNECTED TO BOTTOM TRACK
<br />MAIL OTHERWISE A STOP BARR ((1) � $TULLL BE PROVIDED AT TOP Of SUCH
<br />PANEL LENGTH PANELS.
<br />; O ./- 40.0 p.e.f. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />•
<br />_ _ _ _I_ {
<br />SMALL CONSIST OF 1/4•e-20X3/4" N.S. W/ 7/6'e%3/32" WING
<br />TIED PANELS w/ 1/N-26.+'
<br />NUT OR 1/4%R3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />SS BOLTS 0 EA OVERLAP
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />(SEE SECMS AS APPLICABLE)
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />OF
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />JJ_L JJ_11JJ111JJ_L J-ILLJJ GCLJJ111JJ_LLJJII�LJJ_LLJJ
<br />• o
<br />e s • it
<br />_ ) PANELS To BOTTOM TRACK MAY occuR AT ANY PANEL LOCATK)N.
<br />T
<br />. ,
<br />SEE NOTE 4 -
<br />- )' Maa. _
<br />1' Mn.!
<br />.�nl
<br />7
<br />SEE I. ,an.
<br />1' INSTALLATIONS ONLY VALID FOR WINC
<br />I
<br />(
<br />��NNOOTTEE 3 W/L1 V�
<br />ANRHIrV
<br />NOTE 3
<br />SPEED UP TO 170 m-p-n.
<br />__
<br />(SEE SECTION Q1 Et ALTERNAirvE EZIw OV SHEET iB)
<br />-
<br />Ez,r,B,
<br />EZ1 W/18
<br />TYPICAL ELEVATION
<br />FOR
<br />SERIES 2000 E-Z HANG STORM
<br />PANEL �1"; SYSTEM (t)
<br />SCALES 3,/32"=I"
<br />A
<br />2 687-(MNL 0~1/4•
<br />LIaK. GAP
<br />., eNOIE VALLPl3
<br />1/4•
<br />MAx. C/IP J)_.
<br />SECTION A -A
<br />SCALE: 3/32"=I'�TIL(jT✓q4a
<br />9 '•
<br />c`�y�P.•''•F41
<br />FLORIDA BUILDING CODE Non High VelocityHurricane Zone)
<br />= -
<br />ox10 •XnJb. Ac 24 GAGE GALVANIZED STEEL STORM PANEL
<br />I L E C O I N cGLOBAL PROTECTION PRODUCTS, LLC.`1z
<br />TILLI f t ` INGINCLRWO CONPANYN,� ur�I. nP.N'NtE
<br />11
<br />(93tBe->9•!FN (9N/6nY-619T�10,175
<br />""E
<br />u-OOOeHi
<br />FLORIDAae i a ,e
<br />IV ENGINEERING
<br />EN13INEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number'. 17559.1 - R2
<br />EX Project Number. 20.31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name 6 Description 24ge 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 (Fbnda Building Commission) Rule Chapter
<br />61G20-3 005. F.A.C.. for statewide acceptance per Method 1(d) The product noted above has been
<br />tested andlof evaluated as summarized herein to show compliance with the Florida Building Code
<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 pertinem Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCUMENTS
<br />EX drawing M20-31543 dBed'24ga Galvanized Steel Storm Panels (HVHZ d Non-HNHIZ)'. sheets 1-5,
<br />n z signed 8 sealed Frank Bennardo. P E. is an integral part of this
<br />prepared by Erglnea rig E press, ig by eg
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 test standards per lest
<br />report(s) NBT-ASG-17-001 by Blackwater Testing. Inc.
<br />Large missile impact resistance and cyclic baling performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test report(s) EIBT-ASG-17.001 by Blackwater Testing. Inc.
<br />STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering Calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to quality the following design criteria.
<br />1 Maximum Allowable Spans
<br />2. Minimum Allowable Spares
<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@ ENGINEERINGE KPRESS.CoM
<br />E NGINE B R I N G E% PR E Is 5. CON
<br />!<CLTNer
<br />rtJY'AF M(r -
<br />Won<eiol_.Lu
<br />rasfo w�Yn-
<br />..A. NNE;
<br />is
<br />f'•DI
<br />fx.EJ wLa.:
<br />1 .9lB•IW c
<br />.lyJ, T
<br />1 n�
<br />J 21 CLh3 (8.2•TI�R Y
<br />Li
<br />z
<br />i Waia �' i•r...
<br />TK J ZS rt YJ
<br />u.Ar'
<br />Ir•
<br />_ 1'T�Y1 M-C WI
<br />ryn
<br />LM:.t
<br />x,n
<br />1 M
<br />Ml pNATEwAD
<br />HDUNTRP; EI(TRUSpXion
<br />x
<br />------------- x.. A'E en:•
<br />•� I
<br />(L,Y.Si
<br />,ol Sir.•'•£ fF>,, rOr
<br />PER :i.t X, F
<br />Liii hU t. .ti _ ]:DG
<br />Ior•,vn cr. .r, ,
<br />r.:r.., I w•.Rn_ sir
<br />4.r. rn v rn. •Axrr.
<br />/1 WALL MwM BE[TIdJ
<br />ti YP::. .JJT..OA41
<br />]J-rr :T 41PieOLP!
<br />ENGINEERING
<br />Page 2 oP-
<br />.AII American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used in 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 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 schedule(s) on the
<br />respective Product Evaluation Document (veengineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document (I e.
<br />engineenng drawing), along with all components noted therein
<br />Product components shall be of the maternal specified in that product's respective Product Evaluation
<br />Document (i.e. engineering drawing)
<br />Limitations R Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) as noted herein.
<br />I n t structures shall designed to resit all superimposed loads and shall be of a material
<br />AI supporting host st auras she be s sups po
<br />III in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />I shalldesigned f r n a site -specific basis a re registered
<br />in this product's respective anchor schedule s a beD oby (P
<br />professional engineer.
<br />n i r permanently Installed shall be protected against corrosion contamination and
<br />All components which are pe a ly W g
<br />other such damage at all tines.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />Respectfulls .
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESS10
<br />OPE0046549ICext. Auth.9885
<br />.xrPN.l^K :•t
<br />' f �. &Lill"YI '•_
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 3S4-0660 1(866) 396.9999
<br />TEANDENGINEERINGE%PRESS.COM
<br />ENGINE E RINGEX►KISS. COM
<br />N'+fk•
<br />i 4
<br />vANn
<br />-�.�
<br />nit U.]'ms,•
<br />N
<br />OMFl
<br />a.
<br />F=
<br />(
<br />N
<br />u..
<br />-
<br />wf
<br />i'i ''AA-•I'i z
<br />T;
<br />IL
<br />3 �
<br />Q
<br />s
<br />'8
<br />m w
<br />W
<br />W
<br />O
<br />d
<br />Aii I •-"s""•""••.•`/LI COLDM:fM100R ROOM 9CCTLpJ a':ll�u1 U t•..
<br />W 9 LL
<br />�1
<br />r2�
<br />�
<br />❑
<br />3�
<br />�F . re pMavl Ilv Y n
<br />r:t.NnNn •.. dN'cHE<: Ycr - unslf -
<br />x
<br />I!] p,
<br />8
<br />..^F:._VJ`IU J. L.Ui MVJ'.I: TALE M3IJL:As
<br />g �
<br />Y;1
<br />mvrnT(w Nr::
<br />y
<br />e
<br />rPL MAr vnNr
<br />LU
<br />KJIrlo it oD':r.:a» �sre.e-i n: I-.=�.r r.a•Jr
<br />Q
<br />Y M.-1 A'•IF aTl',rgr0s3Etl U4-T �: �*r I•N, n IPt,.IiIJiH
<br />:J:IYL,'llli_: 3JES-T--.'E
<br />gyp@
<br />E:.ILTINU
<br />�
<br />�
<br />a ¢
<br />N}I CL'•B3LIEWIM.-
<br />.HL,::_
<br />Emil
<br />r-- INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />-- pIiSTING v
<br />I
<br />Oro
<br />CONCRETE OR �1•e
<br />CONCRETE BLOCK ANCHOR! 0 IY O.C.
<br />REWIRED.
<br />1/4-0 TAPCON_..• ;/ 1' -: -%_ O nF.N O K 14z1• TEK
<br />SCREW OE%
<br />OC. IIECURM EX F
<br />/I
<br />/ ROM
<br />EDGE OF �• ` i E'OCE OF
<br />,A1) : / r�
<br />j f 'r,� � I i
<br />\
<br />L ` 2-
<br />Ii 1
<br />% _ 1
<br />1/2-
<br />t/2 1 1L1,12
<br />1 i I/4•a-m.l• It/2'PerEXISTwG
<br />N TO GLASS. L 5/i6e EX6n PIRAAai'
<br />ETO
<br />ALUMINUU POP
<br />6U155eals
<br />LIA11//4+ruln•��,...A�wIX.
<br />N'�I _.
<br />POE�w vAVEtENGrM • LDWH ,
<br />E At w11�0A1I-
<br />IF
<br />10TO DEAR. I
<br />I ypN E CLASS, i tNL1MB5CREw OF 'L, i
<br />/
<br />e j iS14*0 litter OF l M i 1
<br />L'NBSCR[W
<br />f
<br />�) 1-/a•• TAPCON ANCHOR
<br />{4} It 12' O.C.
<br />1/it-0 TAPCON-E%j57ayG PoURED i _ 2•K{' W000
<br />ANCHOR O 12' O.C. CONCRETE CR PLATf
<br />1 f CONCRETE BLOCK REOUIREO
<br />REWIRED.
<br />WALL
<br />WALL MOUNTING MOUNTING
<br />SECTION EZ1 ALTERN_ATWE EZ1W
<br />SCALE 3/8=1" SCALE 3/8=1"
<br />���•' '•\ f - % FLORIDA BUILDING CODE (Non High Velocity Hu Zone)
<br />rcIcons
<br />71N PANELLENGTH
<br />sT! GAGE GALVANIZED STEEL STORY PANEL1. INSTAL ATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN BE 2'-6' s *: *
<br />PRESSURE RATING 4/- 40.0 p.a.f. AND 6'-0' MAX'-�s-- / m/n/min
<br />fST7ATE",0k,
<br />IL ECO GLOBAL PROTECTION PRODUCTS, LLC.PANEL LENGTH. INc
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOODMEMBERS
<br />TO BE SOUTHERN PINE No 2, W/ SPECIFICsi c`.-..20-175DENSITY OF 0.55 OR EQUAL. NrJ ONAL ..1
<br />°0-1G 5
<br />000ePlP�
<br />• I/IINNL K/Sai41rVM;/pAn wN T[R . ^Lt!T J.. P [ -
<br />aaon Ix a•I97 flEn la w le
<br />PUNK BEIfNMO PE
<br />J PEDONG ,9 G+ EeBi
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />\24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
<br />DESIGN NOTES: SCHEDULES
<br />a e
<br />WIDTH UNLIMITED
<br />(PETER, TO PANEL SPAN)
<br />POSITIVE AND NE(IIGN PRESSURES CALCU LATED
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER
<br />SEPARATE ENGINEERING INACCORDANCE WITH THE
<br />p _
<br />j
<br />70P MCN1M (CONK
<br />TYPE MOUNT
<br />D TYP'
<br />SECTIONS
<br />DOLT SNWZTH WASMERECD
<br />WINGNUTS FASTENED 0
<br />GOVERNING CODE, PRESSURE RErRFMENTS AS
<br />DETERMINED IN ACCORDANCE WITH AS 7 AND CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />OR E�Q9UAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />AS�SEMCAPACITAS lBLY ry ALUMS LISTED HEREIN FOR ANYUPE
<br />M
<br />BggII
<br />> _
<br />e�L mS
<br />R i
<br />OVERLAPS, M9 "n`nPA" ("
<br />APPROPRIATE SPAN TABLE)
<br />.
<br />D RIIN VIEW
<br />O
<br />GENERAL Np-TES:
<br />1. THL5 SPECIFICATION HAS BEEN DESIGNED AND SMALL BE FABRICATED IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
<br />SEVENTH EDRiDN (ZOSD) FOR USE INSIDE -OUTSIDE OF THE HVHZ. PER
<br />7A5 201, IO2IWD 203 TE57 PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />AMD CONFORM TOALL LOCAL BUILDING CODE AMENDMENTS WHICH KAY
<br />In
<br />': It
<br />It k'
<br />'t ❑ Ind
<br />O
<br />(n
<br />,F
<br />u 4 -
<br />E R0.156•
<br />n
<br />APPLY. DESIGN CRLTERG BEYOND AS STATED HEREIN MAY REQUIRE
<br />ADDITIONAL SITE -SPEC 6iC SEALED ENGINEERING.
<br />2. NO 33-I/3'4INCREASE IN ALLOWABLE STRESS NAS BEEN USED IN THE
<br />DESIGN OF TN 15 SYSTEM.
<br />\
<br />/
<br />/ 1
<br />BOTTOM MIXJM ( i
<br />(CDFIN TYPE AS \ (
<br />REQ'D) \
<br />RO.391"
<br />Q,J7S'
<br />MAY BE AT �
<br />& BOTTOM `
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T.S. ELEVATION
<br />T OP MGUNT
<br />(CONK TYP L nnx
<br />AS REV.) (SPAN ABOVE
<br />TRICTION)
<br />��
<br />j n (CORN 'D
<br />ar AS REQ'p)
<br />®3
<br />3. THE ARCHITECT/E NGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL M RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING SU RFACES TO THIS DESIGN WHICH
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR,
<br />C SLPPRATE'SITE• S PEC IFIC' 5 EMED ENGINEERING SHALL BE RE�ppUIPED IN
<br />ORDER TO DEVIATE FROM LOAD SS,, DEFLECTIONS, OR SPANS GOM7A1}JED
<br />HEREIN. CONTACTTHIS ENGINE ER FOR ALTERNATE SPAN CALCULATIONS AS
<br />MAY Be R[QUIRE D.
<br />5. THE S TEM DETAILED Marine IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SPECIFIC 52TL FOR SITE CONDITIONS DIFFERENT FROM
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED
<br />ARCHRE[T SHALL PREPARE SITE IRKING DOCUMENTS FOR USE IN
<br />CONJUNCTION L'JITH THIS DOCUMENT
<br />6,DE51GN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />PRESSURES DIVIDED BYA1.5SAFEFYFACTOR.
<br />7. ALL FASTENERS TO BE YCLO 0P GREATER SAE GRADE S UNLESS NOTED
<br />OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH SPECIFICATIONS
<br />POP ALUM114UM STRUCTURES' SECTION 3.3 BY THE ALUMINUM ASSOCIATION.
<br />INC., 6 ANY APPLICABLE FEDERA.I" STATE, AND(OR LOCAL CODES.
<br />9. ALLSTORM PANELESMALL BE 24GA STEEL L.0.024'.
<br />9. STORM PA HLLS SHALL COIN FORM TO ASn1 PJI3] STRUCTURAL UNITY
<br />O
<br />Ia. G60GMINUM EXTRUSIONS D NHA A MINIMUM ALUMIN KSI
<br />UN A NO1`Eo OTHERWISE.SHALL BE 6o6}T6 ALUMINUM ALLOY,
<br />UNLESS NOTED OTHERWISE.
<br />O FIELD
<br />1 O TOP B BDICTA DETAILS SHOYIN MAV BE INTERC VERTICALLY
<br />DI710N5 DICTATE PANELS NAV BE MOUNTED VERTICALLY OR
<br />NO
<br />HOR120NTALLY AS APPLICABLE.
<br />IZ
<br />O CONCRETE ANCHORS NLY.IN ETALLALL CONCRETE
<br />NON-CRCTU RE CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />NON-CRACKEDETE ANCHORS
<br />r13 THE CONTRACTOR
<br />RECOMMENDATIONS. RESPONSIBLE
<br />13, THE CONTRACTORLS RESPONSIBLE O INSULATE E PROTECT ALL
<br />MEMBERS FROM TO PRETEST
<br />LD
<br />Q
<br />Q C
<br />to p A
<br />0:: S 2 N
<br />W O
<br />a
<br />L
<br />Z
<br />C � G1
<br />L U
<br />W
<br />Q
<br />J
<br />..
<br />'P$
<br />w
<br />F
<br />VI
<br />❑
<br />Y E
<br />p
<br />-OBSTRUCTION
<br />E O (LOCATION MAY VARY)
<br />2
<br />(cONN TYpE
<br />AB REQ'D)
<br />Lmax
<br />BOTTOM MOUNT (CONK
<br />TYPE AS REQ'D) (SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W-20 STITCH
<br />PROM LIED THAT CONNECTIONS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED A ICH SATISFY 1VINGNUTS FASTENED B
<br />SPANS ABOVE B BELOW OBSTRUCTION, OVERLAPS O MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />14. STRUCTURAL DESIGN AS
<br />D HERHATBETO DE
<br />SEALDISSAFFIXED
<br />14. ENGINEERSEALAFFIXEDHERE TO VALIDATES CONTRACTOR-
<br />ONLY USE OF THIS SPECIFICATION IN CONT ST RL
<br />SHOWN LRACTOR,
<br />INDEMNIFIES R SAVES MA RMLL55 TE FEES, ERESUI, FOR ALL COST B DAMAGESINCLUDING
<br />FABRICATION, ALFEE ERECTI LLATE ON6RUCTIO NG F C710ES ERIAL
<br />FABRICATION, SYSTEM ERECTION, 8 CONSTRUCTEON CODES CES BEYOND THAT
<br />W 7 0 CALL T FOR BY LOCAL, STATE, A F[D[RM Cp0[5 6 FROM
<br />DEVIATIONS OF THIS PLAIN.
<br />13. EXCIP AS EXPRESSLY PROVIDED HEREN, NO ADOmONAL
<br />CERTIONS OR A MnONS. O ARE INTENDED.
<br />FICATIATI
<br />AN ALTERATIONS. ADDITIONS; OR OTNM MARKINGS TO TMS DOCUM9rT
<br />AN NOi PERMITTED AHO INVALIDATE THtS CERTSICATION.
<br />17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />PER EVERY 3.D FEET. CONTAINING THE FOLLOWING INFORMATION:
<br />ALLAMERICAN SHUTTERS AND GLASS
<br />WEST PALM BEACH, FL
<br />TAS 201, TA5 202 ETAS 203
<br />` FLOR[DA PRODUCT APPROVAL NUMBER
<br />i
<br />i
<br />B d
<br />p
<br />N
<br />HIMa
<br />■ q
<br />E E1
<br />Q
<br />u;I�
<br />C
<br />B
<br />Byp
<br />R �
<br />Alf
<br />t G
<br />3 E
<br />e�
<br />E
<br />Stl
<br />e
<br />01TtMefr FRNM ODWOO tE
<br />20-31543
<br />ijlo -
<br />VISIT ECALC.10131E43 $rM
<br />VERTICAL MOUNT ELEVATION
<br />'.'•.I+"1•
<br />a
<br />�T
<br />C_ul
<br />2 NOTCHED PANELS
<br />ELEVATION
<br />.".R: N.a=(. YI
<br />"_ •.,I::;A - f�
<br />McRBYBINEatWGE%P Pl30e fAMerOPE �
<br />Jv.T%T'Df"'>_^'A"s_"aptTTa RrPgnCea
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANES $EPAr1ATbN FROM GLASS
<br />IMwri, WNED ZONE A
<br />O ESSEN7TAL FAGLmES 1
<br />DES GN
<br />ALLOWABLES
<br />INSTALLATIONS lE S
<br />INSTALLATIONS GREATER
<br />PRESSURE
<br />.
<br />I SPAN (l )
<br />THAN 30 ABOVE GRADE
<br />THAN 30' ABOVE GMDE
<br />�)
<br />/35
<br />I 3001
<br />6061
<br />/.JS
<br />3 3001
<br />6061.
<br />316M
<br />/ 40
<br />1300M
<br />6C6 in
<br />-l(
<br />2361
<br />/45
<br />N50
<br />1001,
<br />66M
<br />1
<br />216 in
<br />116M
<br />_
<br />./SS
<br />3066M
<br />60/1n
<br />13SIn
<br />./-GO
<br />e3.2 in
<br />6.09 in
<br />-- 2S3 M
<br />4/1
<br />59l h
<br />6.11
<br />2.72 in
<br />•/-7D
<br />36A M
<br />6.37 N
<br />- 2.90 in
<br />./-72
<br />27DM
<br />6.131n-----1.96
<br />in
<br />AI LOAD ;PANEL FASTENER SPACING TO
<br />'ERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />IN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />i1TIVE LOADS LESS THAN 00. EQUAL TO
<br />i E DESIGN LOAD
<br />S,
<br />-PANEL FASTENERS*
<br />ARE STUDS USED IN
<br />N UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />'-TRACK. STUDDED ANGLE, ETC.). USE 6.25
<br />:. PANEL FASTENER SPACING TABLE VALUES FO
<br />. "H"^ AND'LF-HEADERS (INCLUDING BUILD OL
<br />NDR10N5).
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN I
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />8
<br />SS
<br />i
<br />•ell
<br />„p
<br />d
<br />ill
<br />6
<br />4
<br />A
<br />E
<br />L
<br />d
<br />d�
<br />5_
<br />m
<br />�
<br />j
<br />a
<br />6
<br />5
<br />y
<br />��
<br />L�
<br />�
<br />3
<br />a _
<br />a
<br />'!
<br />u
<br />N" H ..car
<br />0-
<br />o•
<br />o^
<br />2r
<br />2 4•
<br />is
<br />it
<br />2 r
<br />0•
<br />x r
<br />rr
<br />xe°
<br />Bwdow • iL.r
<br />0'
<br />IF
<br />0"
<br />rr
<br />2r
<br />25'
<br />2 r
<br />2!
<br />P
<br />24"
<br />rr
<br />26'
<br />H
<br />=
<br />It56'U-Haader
<br />0'
<br />0'
<br />ff
<br />I rr
<br />24'
<br />25'
<br />IT
<br />it
<br />IF
<br />24-27
<br />20'
<br />7
<br />2.56 SIW
<br />2Y
<br />rr
<br />rr
<br />If"
<br />30'
<br />31-
<br />W30'
<br />23'
<br />>P
<br />1 11'
<br />33'
<br />0
<br />Buddout'F Tract
<br />Ir
<br />2r
<br />i4'
<br />30'
<br />4B'
<br />50'
<br />2P
<br />4T
<br />'
<br />S3'
<br />'F' T,.a
<br />2!r
<br />23'
<br />25'
<br />31"
<br />50'
<br />57
<br />3W
<br />SP
<br />1'
<br />SS"SJud
<br />ell MowY
<br />27
<br />27Y1'
<br />71'
<br />2!T
<br />3ff
<br />ti'
<br />1'
<br />71'DOfw
<br />MouK
<br />2r
<br />zr
<br />zr
<br />30"
<br />{e'
<br />w"
<br />zit•
<br />4e'0'
<br />023�
<br />s3-
<br />H
<br />'U' a•GT
<br />0'
<br />O'
<br />O'
<br />3T
<br />2 r
<br />2S
<br />27
<br />2 t'
<br />2B'
<br />Tr ack
<br />2 0'
<br />2 4,
<br />2 4"
<br />30'
<br />4B'
<br />S0'
<br />2a'
<br />4
<br />6SWd
<br />0'
<br />S3"
<br />M &Mo1NN,23"m-
<br />rr
<br />rr
<br />It'3r
<br />,1"
<br />3P
<br />l"
<br />33'C
<br />r•cN2e'
<br />29"
<br />ZS
<br />33'
<br />S3•
<br />53'
<br />531'5"
<br />45-3'
<br />Sb'
<br />A, EY ONS Al rov Oa �r*oM�InuMrtL LeNGTfrs IfS5 NTM4N Tnpy NpTfy Ind r LIMOVE A0.eNMl4
<br />ACCPTAKE
<br />S Nit SePAPAt1aN FROM GLASx ix AfDU1PfO WHPN PANEL LENGTH 15 GPfA1fP MPN THAT NOTlO FOP
<br />AES. NCNnF4sow
<br />ISlot PLO— AeQuIPD FOR ALL .
<br />wnoouT MDLwro IN TAeaE ABOVE. wrEne sloe aosimfs APe no.
<br />U6fD AIuE wI les T MOUNTING caroinDNS, 9lpUTAED 5®SOLTSt FROM (GLAss • LL ee PM DEYAiL T
<br />TAne APRiFS m eo,H x2a+LwrTM oR Mnrllo,Jr smcH ea151 AN. z•eA PANELS, a eOTN wall PAwL
<br />cASffEERS a 1I.5' OR 6.15' O.C.
<br />5. PAM15 MAT SPAN E" MINIMVM USING ONE ll l Oi TIE Ofn ONK TOP 00. wTTON CLOSURES PTA
<br />OPLWNG (PEA DRYI'k'l. iJ51NG ANF MOUNTING CINNpmd( SI,awN IN TNESF DRAWiNIGx-
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />T PAHEI INSTALLED
<br />! POM INTERIOR
<br />X 10. I-S 3. 510E.
<br />N'm. ,' MA❑EN! suite",
<br />E, WAS.FMD
<br />iNGNUT • I1N' O.C.
<br />(CoNNEI w_ MOUM
<br />FPNTRU% TO ADJACENT
<br />ANEL)
<br />90TTOM MOUM
<br />ICDMLTTx AS
<br />RNQ'OI
<br />CONN Tine AS REDO
<br />1. ANICHO0.5 AT
<br />E %(STING CDN[R D SPACINGONG OF HNf TIE
<br />DO, SA
<br />IIaIOW DOW, GIVTN IN 4NCMW _
<br />wood MIA,nNG sfNe TAue, t+ eACH
<br />a([L ADJACINT TO
<br />eePExs PANea)
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />Ia��a¢" P
<br />a�sfi�it�
<br />E9�W4 �'pyfi
<br />IQ11 fig
<br />I �T
<br />(� 5 _al
<br />1 20-31543 1
<br />I
<br />rani D[nnnww rC
<br />Eon •see;
<br />r-2.99D' 2.250• L
<br />0D94' �I-0060•'-
<br />}X -- OA94• N 0.750' 1�1 ' i rd 62v
<br />�. �.094" .-1. n o N
<br />Q O.L25" 16GA $$
<br />BS o $
<br />0.094 g .094" 1 - .120" a" TYP TYP T (U ITN i
<br />1 -0.3 0.094' .062• 1 G M u
<br />1.930' 1.930" Q, 2 I 062' L�-.j.-0.062 375•J ,06?° �� Tp, 125° 2.000'� LLN�
<br />2.000' G62" 2� -I 2.000" (- �I 2,D00" I«. TYP. w' !
<br />2A20" (1
<br />$,121" 1.1�„ PY M' LEADER �'iJ' HEAp[rE t1 MU-DUT '1f HEADER Oaµ c,,l-PNJ CLOSURE �SRD /HOLE <� Q�
<br />1.51 L561T"I II I 3. 380' MAX.y(--(31a. 0.3135"2 7 yg,-7 pn ee 2$-' BI z
<br />f� 560' ll510 0. 365"r 0 179, 4-J � 655" 0 19 "' 00�655" 0 190°, 0. 01 V•b5S 0.3"" c W
<br />1x.500"PANELCOVERAGE'll L "•�31 �{ '-T•-{ C
<br />D.250'
<br />i 14.075' PANEL LENGTH--�f, ' > 717
<br />�0 r�5• 0.5 4150'
<br />u M L�PANEL - 11L�''' 1 ' I IIIPP m DmKTION _
<br />o• �, w u N - NAr eE o
<br />i l__o.o9D" TT�� D. RfvFRwU o.215' 3L5 O. 71D' RD.1;g• .305' �
<br />TYP. TYP. J"I 2. 0.700'
<br />�RILD-d17 7 TRAar _ .....�JYP' ....... 0.090'�"c' emu% 0.957'
<br />(}�-�mM N D 1NNOMIT
<br />7 B Y� KEYHOLE: WASHER
<br />V,= D. NH.
<br />aH'. N4]T1 Z
<br />NC TY,rIYM rfe Q '^
<br />LK d
<br />y rJP. rNa'. 1 _ REYERBED
<br />ItnTea: r-�:s Typ W
<br />ANGLE -TRACK IEXTENRD7
<br />OVERLAP
<br />II <1.:M1irW i H rD2lll 1!}
<br />avERLAv u:;TrnC[
<br />�A
<br />2 . 5° MAX.
<br />riJ a 1 ff 4'MAX. CORNER OIOSURE pETA1L
<br />i A 0.11'D"J - :mX,ifre - .25' MAX,
<br />MAx. -t,`o = _ �¢ ee.<_ ._-M,IXAAX•1'T' A,l'.l n;Y1.TF V
<br />iJ a•nlaX..v.
<br />BUILD -Orr
<br />w
<br />y N,tM LL"
<br />,
<br />�`!jyC/}'•�q� DISTANCE
<br />•+T"AJ • •A,4 Y. T1f M
<br />tit wJVI NnNNI (J Taal PnrIAH }T
<br />D RLC
<br />r_r lLODC' J
<br />_T.I:T't: [+Y'w;lGC!+ •ty tt K'•. •' '.'x MJ: Lf':.N USO, __'ti Ica EMBED
<br />_ _ GIRL+:KnJ /11T AO 12'U.;:IU:.Rx
<br />1.D00' 1>2Y r..NonoP a� -'
<br />CPIERLAP xwJllu•elAi 3.62D"•��
<br />MAX. /\wJlli"( II PaiMI (:I(Lq q.1 i
<br />Y^�C2 t•i= �.25' MAX. VEi N.T.E. J .. 1.500' C C It
<br />•.Y.Ir'."r ✓'M'N.T1 )•' - MIN. d011
<br />. u•1:: ai 111' KAX. MIN. a •ut 1 1
<br />• ew: Ir JSJ4 I 1 Loaf u. a<,rn w.�.-E A. A,. -v fi aT•nn r:.','".T.-'f -
<br />a. OORR ClQ IAED l -EMBED A:CEF^teLe.M.•:H%: ;�� �n'!w•T,:.",T-r.rJAY, R X��I
<br />'nWfAJf!": •re il,Tr• W-�z�� s"ii.�
<br />�1 NMPBMWMT CL06URE DETAa n-RTL r."f..v � gi � ®� =LIB.
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS O 12.5" D.0
<br />190B®®��®®E131�®
<br />®B
<br />B39®EtE���OEM
<br />Imp
<br />-
<br />®t.LJPIll3•IN�®�'
<br />®®®
<br />'�'
<br />®.
<br />FfFiB•�•
<br />'JYB3la®�®®®D�B?�
<br />®B
<br />BZ7IMMMM®®DAM
<br />,
<br />„
<br />i
<br />W , i
<br />r /
<br />U
<br />Im
<br />ie�
<br />®B3�®®B�B�®Q•
<br />.48
<br />1.,
<br />12
<br />ANCHOR TES:
<br />C O
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2. ENTER ANCJCA SCHEDULE 9A5EDON PAWL FASTENER SPACING, THE EXISTING STRULTl/RE
<br />MATERIAL, 6 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. "DANEL FASTENERS" ARE STUDS USED IN CONJUNCTION VN]TH ALL MOUNTING EY7RUStONS
<br />("P'-TRACK, STUDDED ANGLE, ETC.). USE 6.25"O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL 'H` AND 'U"-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RKDMMENOATIONS.
<br />5. HOLLOW BLOCK HOST STRUCTURE 5HALL CONFORM TD ASTM C90 BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL at AS NOTED IN ANCHOR SCHEDULE,
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />AMQUATELY TRANSFER LOADS TO HOIST STRUCTURE.
<br />B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFYTHAT F INTOADEQUATE W FRAMING MEMBERS NOT PLYWOOD. FASTENING HA 5ACCE T BLE1 AORS WOOD G
<br />TO PLYWOOD IS ACCEPTABLE ONLY f-0R 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 (;',' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE'SOUTHERN PINE'G-Os5 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHI LUPS PAN HEAD OR HEY HEAD,
<br />11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SOISD-SET B BRASS BUSHING.
<br />12. MACHINE SCREV5 SHALL HAVE 112- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEM, TRUSS HEAD, OR WAFER HEAD (SIDEWALK 5CLT) U.N O
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />l5. * DIRER MOIM7NG CONDITIONS.
<br />16, LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LI5TEII ON
<br />THIS SHEET.
<br />1 20-31543 1
<br />-'z� 0-31.543 1
<br />Q)
<br />U)
<br />M
<br />>'
<br />N
<br />U
<br />_
<br />N
<br />(3)
<br />O
<br />C:L
<br />O
<br />C
<br />.�
<br />U
<br />a-
<br />U
<br />C
<br />co
<br />Cn
<br />O
<br />C
<br />0
<br />Q
<br />"O
<br />C
<br />0
<br />O
<br />M
<br />LL
<br />O
<br />.(
<br />-0
<br />E
<br />L
<br />/`•V�
<br />O
<br />S..i
<br />LCU
<br />W
<br />14
<br />Z
<br />Z
<br />W
<br />J
<br />,-_.I
<br />C -.1
<br />-�
<br />t-O
<br />-
<br />'LU
<br />cM
<br />N
<br />N
<br />c-m
<br />X
<br />a
<br />Q
<br />M
<br />6 M
<br />Lj
<br />N^`
<br />4'
<br />W W
<br />C
<br />N
<br />♦t.+
<br />C
<br />Q
<br />3
<br />Q o
<br />m
<br />y V
<br />U -0
<br />C Q)
<br />0
<br />_2
<br />3 �
<br />,�
<br />W N
<br />CQ-.Q
<br />a
<br />N
<br />C C
<br />O 0
<br />� C
<br />U
<br />I�
<br />W
<br />Cn
<br />-6-/
<br />n�'
<br />Re
<br />V
<br />O
<br />CDL
<br />O
<br />U
<br />f-
<br />raw■
<br />V I
<br />LLI
<br />=
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />CL
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
|