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1 11 11
<br />1. - ___ 1._ 1 1 - __ --- - ___ _-- -- _... -- - I I
<br />EZ1/18,
<br />EZ 1 W/ 18 ANCHORS
<br />- - --.. -..- -- ---(SEE SECTION E21 a ATERNATME C21W ON SHEET IS)
<br />-3M.-
<br />,• NW. ,• Min.
<br />,-((SEE NOTE 2) cW/® ' O(WTE 2)
<br />• Yam, � 3/16'. ALUMINUM
<br />OF _ - - , P - POP RIVET_ _ _ _ Is PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />1/2' C O I O o d O to PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />I I TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />If I AT 2 PER
<br />(TYP) NOTES
<br />Sox OEFIhITION OF SERIES 2000. E-Z HANG STORM PANEL SYSTEM
<br />--rT -T 1.�-I T rT-7 r , i T.... r �.. T _.. T , . r..- f '1 ) i {--i OF L' (')
<br />I (END PANEL) I ( (INTERIOR PANEL) T (INTERIOR PANEL) I (I NOR PANEL) i (END PANEL) I ` MAx_ CONSISTING Of PANEL + Cont TRACKS TOP h BOTTOM.
<br />SEE NOTES 1. 3, 4 SEE NOTES 2, 3,
<br />E I I 116._0. (2). END PANELS SHALL ALW/jjS BE CONNECTED TO BOTTOM TRACK
<br />I I i j OTHERWISE A STOP BAR (� SHALL BE PRWIOED AT TOP Of SUCH
<br />I I I PANEL LENGTH PANELS.
<br />_ { 1 >< I I I - 1 - Ik I _ 1 is (1 I st S,O ./- w.O P.F f (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />:. 1 SHALT CONSIST OF 1/4•R-20,3/4' M.S. W/ 7/8"0,3/32' WING
<br />i! I I• a �I j BOLTED PANELS W/ 1/..-20,,• ' NUT OR 1/4"0.3/4" Min THUMBSCREW INTO TAPPED BOTTOM
<br />l I I I I f -S.S BOLTS IN O IA OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />' I I SEE sEcrges AS APPLICABLE) EXTERIOR MT FLANGES OF END PANEL.
<br />( ( IN CASE THAT END PANES ARE NOT CONNECTED TO BOTTOM
<br />11 r MAX TRACK e. A STOP BAR ,S 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_LLJJ_LLJJJLLJJ_LiJJ.1LLL-1JIILJJ_LLJJ-1441JJ_LLJJJ _ -E_ 1 PANELS To BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />A J Mo. SEE NOTE 4 3• Yo. _ _
<br />L
<br />' Ax,,. NSEEOTE 3 7iW/� S NOTE J I • uvl t INSPEED STALLATIONS ONTO LY nVA „D FOR WIND
<br />ANCHORS
<br />- - - -(SEE SECTION EZI A AOERNATNE EZIW 04 SHEET 18) - - -
<br />EZ1/18,
<br />EZ7 W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELd) SYSTEM (j
<br />SCALE: 3/32'=1'
<br />2.697•(Ael O'43W !/•' Maw GAP
<br />-, W3401F VNli'O
<br />MAX. GAP
<br />SECTIONA -A ,,,Ii^rllr��rlNFy�
<br />SCALE'. 3/32•=T"
<br />����P�:••''• Ery •.9 : FLORIDA BUILDING CODE Non High Velocity Nu Icons Zone)
<br />0.4416i z.c Pawo nTfrn INc 24 GAGE GALVANIZED STEEL STORM PANELr','.,
<br />z •o'-. STATE O� ITLrECOINe GLOBAL PROTECTION PRODUCTS, LLC. DT[-
<br />110` COidANY •p00 a. 61 PRO
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<br />et ENGINEERING
<br />ENGINEERING EXPRESS -
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 17809.1 - R2
<br />EX Project Number. 20.31541
<br />Product Manufacturer: Ail American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name 6 Descnptiom 249a 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 (Florida Building Commission) Rub Chapter
<br />SIG20-3.005. FAC., for statewide acceptance per Method 1(d). The product noted stove has been
<br />tested STRUCK evaluated as summarized herein to stow compliance with the Florida Building Code
<br />Seventh Edition (2020) and is. for the purpose intended, at bast equivalent to that required by the Code
<br />Re-evaluation of this product shell be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCUMENTSraw EX ding 020-31543 ti8ed'24ga Galvanized Steel Storm Panels (HVHZ 3 Non-HVHZ)'. sheets 1-5.
<br />prepared by Engineering Express, signed 6 sealed by Frank Bernardo. P.E. Is an Integral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />TA test standards r test
<br />Uniform stoic structural performance has been tested in accordance with S 202 Unt pe
<br />report(s) OBT-ASG-17-001 by Bbckwater Testing. Inc.
<br />Large missile impact resistance and cyclic loafing performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test reports) OBT-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 anchor rational artalysis to quality the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Sports
<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® E NGINEERINGEXPRESS.COM
<br />E NGI N EERINGEXPRESS.COM
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<br />ALI_aNATE Bu¢oour
<br />HWNJTIIW EXrRU530N15
<br />is ENGINEERING
<br />Page 2 of 2
<br />All 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 wild zone 4 and essential fadWies.
<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 (Dads as Indicated In the span schedules) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Installation
<br />This product shall be installed in Sind compliance with its respective Product Evaluation Document (i.e.
<br />engineering drawing), Sorg with all components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document 0,9. engineering drawing)
<br />Limitations 6 Conditions of Use:
<br />Use of this product shall be 91 strict accordance with the respective Product Evaluation Document (I.e.
<br />engineering drawing) as noted herein.
<br />t r i rim bads and shall be of a material
<br />All supporting host structures shell be designed o east a superimposed
<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 site -specific basis by a registered
<br />professional engineer.
<br />h r en installed shall ha protected against corrosion contamination. and
<br />All components wlae are permanently pr a9 ,
<br />other such damage at all Ames.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESSa
<br />19PE0046549ICert. Auth.9885
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM@ E NGINEERINGE XPRESS. CON
<br />ENGINEERINGEXPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1�
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />Ti.
<br />..-paSnNG POURED II'
<br />OR
<br />_ 1_/4'e TAPODN
<br />CONCRETE
<br />CONCRETE BLOCK `y ANCHOR • 12' O.C.
<br />REQUIRED. (tl
<br />1/4.0 TAPODN / 1�- - 14r1' HEX HEAD TEX WOOD HEADER 1•- - 14.1' HEX HELD TER
<br />/ / __.. __---
<br />ANCHOR • 12' O.C. / �� -; SCREW • 4' FROM REOWREO i1 .� • s' FROM
<br />EDGE OF I __© EDGE OF (1
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<br />p-SEPARATION I 3/16'p EXISTING p MAt10N ' 3/IB'R
<br />IXISTREG p 70 CLASS. AWMWW POP ��SE�
<br />G1h55-il I �/^7�, C1A55 p "J ate- I-ALIMINW POP
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<br />.. �.. � 1 PANEL LENGTH
<br />AP'^"�• 4 _ -._. 1 PANEL LENX. GTH O S
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<br />507E
<br />I 'R-20.2' OF 1" N
<br />1 THUMBSCREW R I
<br />y 1./4'R TAPODN ANCHOR
<br />J ; re 12. O.C.
<br />�j
<br />1/4-0 TAPODN 2•.4- WOOD
<br />ANCHOR • 12• D.0 .. EXISTING
<br />pp ED _ - PLATE
<br />%;•:%'' CONCRETE BLOCK - __ _ .___ REQUIRED
<br />REQUIRED.
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION E21 ALTERNATIVE EZiW
<br />SCALE 3/8-1' SCALE 3/8-1"
<br />-•yF1Y11111E'hovf1
<br />TIQ
<br />FLORIDA BUILDING CODE Non High Velocity Nurrlcone Zone
<br />1lQTES: *PANEL LENGTH = 0, 441 - oudo M`mO. Nc I.P
<br />1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6' = •k ; * � 24 GAGE GALVANIZED STEEL STORM PANEL O, �
<br />*
<br />..
<br />PRESSURE RATING i/- 40.0 P.ef. AND 6'-0� MAX = ��s=
<br />GLOBAL PROTECTION PRODUCTS, LLC. wrz
<br />PANEL LENGTH. �'A9 • STATE [ ... _� _. I L E C O 1 N c /UATE
<br />2. FOR NEW Wgpp FRAME CONSTRUCTION: WOOD yO,f: LOR10 ctJ TESi1M0y tKWla[RerO carAMY Ae4o v. sl man
<br />- E°R rH'" 4"°°,L ^ A". °•vR' n" 'u31. 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �''yy S/0 ..... E,� p`` / "� LSFi.ve-cur an-,vr n,vc. lEa.kr�iva, r,u (Re.NpR-Slat
<br />DENSITY OF 0.55 OR EQUAL. �..
<br />FFNI/IINaI }U.C/DAT[ �
<br />�MAIL
<br />Ao00611PtI It m rF-IM ro
<br />FLOMT W m Ie w Ie
<br />FPARK BENNAR00 ,E
<br />i PEM34 •e G IreBi
<br />ALL AMERICAN SHUTFERS AND GLASS MAXIMUM ALLOWABLE tMIII
<br />x �9�.,4
<br />DESIGN PRESSURES:
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) k' *fi �,-
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED s
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER lu Inn
<br />(PERP. TO PANEL SPAN) SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE. PRESSURE REQoUIREMENTS AS L : E•
<br />TOP MOUNT (CONN TYP. DETERMINED IN ACCORDANT W[TH ASCE 7 AND CHAPTER
<br />TYPE AS REQ'D) SECTIONS 1609 OF THE FLORI DA BUILDING CODE SHALL BE LESS THAN _ si
<br />OR EEQQVAL TO THE POSITIVE OR NEGATIVE DESIGN ED
<br />OPfIONA1 l.'-If! STITCH PRESSURE CAPACITY VALUES LISTED HEREIN F00. ANY { t
<br />DOLTS WITH WA5HERED ASSEMBLY AS SHOWN.
<br />WINGNUTS FASTENED H9 m
<br />OVERLAPS 0 MIDSPAN (USE GENERAL NOTES: WmR�
<br />APPROPRIATE SPAN TABLE) d
<br />i 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN J�, N W
<br />ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE �l� O W
<br />T p, ,rt�Y SEVENTH EDITION (MM) FOR USE INSIDE AND OUTSIDE OF THE HVHZ, PER N b p
<br />UI y TAS 201, 202 AND 203 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />p AND CONFOI N TD ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />i G w r APPLY. DESIGN CRITERIA BEYOND AS STATED HEREN MAY REQUITE[ IJ)
<br />E n R0.156' ADDITIONAL S ITE-SPECTIC SEALED ENGINEERING:
<br />pp�( 2. NO 33-113%INCREASE IN ALLOI'JABLE STRESS HAS BEEN USED IN THE
<br />p Z DESIGN OF THIS SYSTEM.
<br />3, THE ARCHITECT ENGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN 15 USED SHALL BE RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH {0
<br />/ SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, O x(
<br />/ 1 4 SEPARATE'SIT[-SPECIFIC'S[AL[D ENWHEERING SHALL BEREEQQUIRED IN
<br />ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS CONTAINED
<br />BOTTOM MOU UT \ + 7 HEREiH. CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
<br />(CANN TYPE AS \ 1 MAY BE R UIR[D. /��//jjY3 jFj n 111
<br />REQ'D) \ 3. THE S D ILI! M6IEIN IS GENERIC AND DOGS NOT PRWND[ AAi aJ Ep
<br />\R0.391' / IN
<br />FORMATION FOR A SPECIFIC S]TG FOR SITE CONDITIONS DIFFERENT FROM YLLJ1 0 ii
<br />\ / 0.375' THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED O
<br />MAY BE AT TOP- J, ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN i
<br />a ��( FAfuuNCTION t- YTH THIS DOCUMENT
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED ,� >
<br />1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURESDIYIDEOBYAL SAFETYFACTOR. _
<br />7ALL FASTENERS TO BE V'47 00. GREATER SAE GLADE S UNLESS NOTED
<br />N T.S. ELEVATION OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE d, S
<br />1 CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPEO"CATIGNS Z •+ tT�,r
<br />FOR ALUM114UM STRUCTURES.
<br />SECTION 3.3 BY THE ALUMINUM ASSOCIATION, r�VVArJJ
<br />TOP MOUNT BHC' ALLrNSTOFUA PANELS SMALL BEY APPLICABLE FEDERAL, ST STEEL b0 024LOCA� CODES r-y
<br />CC TYPE Lind% yTcc. STORN PANELS SHALL CONFORM TO ASTH M53 STRUCTLIRALQUALITY C
<br />A50.EQ'D) (SPTTRRIK�ON 1 . ALL ALUMINUM EXTRU510 SSHALL BE 6063-T6 AW MIN UM ALLOY,
<br />UNLESS NOTED OTHERWISE
<br />13. TOP A BOTTOM RETAILS SHOYJN MAY BE if4T[PC MANG[0 AS FI[LO Q
<br />BOTTOM CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR J
<br />HORIZONTALLY AS APPLICABLE.
<br />r-MWNT J
<br />jm
<br />32. CONCRETEMK ORSNOTEDHEREINSHAUSEEMBEDDEDTD Q �, (CONN TYPE NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />< 9i� AS REQ'D) MANUFACTURERS RECOMMENDATIONS. 33 THE CONTRACTORISRESPONSIBLE 70INSULATE ORPROTECTALL sa
<br />Ft O L7 Lf MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. a �t
<br />Y x OBSTRUCTION 14. ER SEAL AFFIXED HERE VALIDATES STRUCTURAL DESIGN AS(LOCATION
<br />E Z J O (LOCATION MAY VARY) SHOWNN ONLY USE OF THIS SPECIFICATION BY CONTRACTOR, ALL C et,ST 5
<br />6 IN MN3 ES A SAVES HARMLESS THIS di GIMETt FOR ALL COST B DAMAGES [ {w DE R
<br />2 P RESULTING FROM
<br />ES R AL
<br />INCLUDING LEGAL FEES B APPELLATE FEES ESTE 1 M R�
<br />r�CCP
<br />OUNT FABRICATION, W MR ERECTION, T CONSTRUCTION CDOcS 5 F BEYOND THAT �E
<br />TYPE WHICH S OF T FOR BY LOCAL, STAT[, A F[D[RAL CODES 6 FROM !tRevwEXCEP RF THIS PUN
<br />Q'D) 13, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO MDiT7OMAL
<br />CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED I
<br />16. ALTERATIONS ADDITTONS. OR OTIH MARKINGS TO THIS DOCUMENT p
<br />AN NOT PERM ITTL'0 AND -ALIOATE ITS CERTIFICATION R
<br />Lmax PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM POP (1) LABEL
<br />(SPABEy �
<br />BOTTOM MOUNT (CONrN REP37. EVERY 3.0 FEET. CONTAINING THE FOLLOWING INFORMATION' c
<br />N LOW
<br />TYPE AS 0.EQ'D) OBSTRUCTION) ALL AMERICAN SHUTTERS AND GLASS
<br />WEST PALM BEACH, FL i
<br />PANELS MAY BE NOTCHED AS 11111110,, OPTIONAL )!,''-2D STITCH TAS 2a , TAS 202 ETAS 203 PROM DEO THAT CONNECTIONS AND C'�I'nexr,nWN •XINOOIE
<br />WING
<br />WITH
<br />FASTENED M FLORIDA PRODUCT APPROVAL NUMBER ID-31543
<br />ANCHORS ARE USED WHICH SATISFY
<br />SPANS ABOVE D BELOW OBSTRUCTION. OVERLAPS • MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE) VISIT ECALC.10131M3 ■ f'''�
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />Nat ee3lNEeLINBExPRBII GOWBTOAE ■ /T
<br />1 N,T.S, ELEVATION nil, lasMtreelxaoutcee C,ILIII
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL
<br />Al
<br />SEPARATION FROM GLASS i
<br />(HVHZ, WIND ZONE 4
<br />a ESSENTIAL FACILITIES)
<br />MAXIMUM
<br />DESIGN
<br />AUOV`lA
<br />( INtL1ATION5 1E55
<br />INSTALLATIONS GREATER
<br />RRSSURESPANlBIiHANA0
<br />A80VE GRADE
<br />I
<br />THAN 0'ABOVE GRADE
<br />py )
<br />• 3O /130
<br />01
<br />_
<br />606m
<br />-
<br />7.1E
<br />•/35
<br />1300n
<br />606 Nry
<br />7.161
<br />I
<br />I_--�/40
<br />1Jo 01n
<br />6061.
<br />2.161
<br />/
<br />130.0M
<br />_
<br />6.061n
<br />216m
<br />•/'S0 I
<br />130.0M
<br />' 6.061n
<br />7.1E n
<br />•/ SS
<br />106 6 n
<br />) 6.08 n
<br />2.35 n
<br />-__ -
<br />1 -60
<br />637 n
<br />-
<br />6119 n
<br />2 53 n
<br />•/ 6s
<br />598 M
<br />613 m
<br />1.721n 1
<br />,
<br />! 70
<br />_._..-
<br />-
<br />36A In
<br />-_ _
<br />612,n-
<br />___.__
<br />T_- -
<br />2.901n
<br />_.-_.......__._------
<br />---t-.____.....___._
<br />I . -7 2
<br />/
<br />2701 n
<br />3
<br />m 67
<br />-` I
<br />298 m
<br />7YAN 51.•11tUULt IVU 1 tom:
<br />1. ENTER SPAN SCHEDULESWITH NEGATIVE
<br />DESIGN LOAD a PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE
<br />E 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 IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FOR ST S
<br />SCHEDULES OT R WIND ZONES AND 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />4
<br />S
<br />nS
<br />A
<br />•m3mj tL
<br />411
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<br />25'
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<br />0'
<br />2
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<br />0'
<br />0•
<br />0`
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<br />I SPATS SHOWN -1 AA MINIMUM 4LOw t SPANS aASED Ori ANY COMBINATION OF MOUHnNG N
<br />CONDITIONS AT TOP OA BOTTOM. PANEL LENGM5 LE55 THM' TMOSF NOTED IN TABLE .eOK IRE NOT
<br />.C<--I
<br />AD SFP•AATIDA F.- GLASS IS aEQ1,l.9. -. PANfL S IS WI - *TAN twT METED rpn
<br />4f5PfCTIvf MouNr,Mc croMNN.noN .eovE.
<br />61DE CLO PEQUIRED FOP ALL pVILDWT MpUNiS IN T•NE •BOaf WHf4E SIDE CLOSURES •RF AdT
<br />D •.
<br />vSEw1rH pvIL-' r•,iVNTf•G CONOInONS. REQUIRED StPu•nON FROM fAASA SH4L MEPECK DtTAIL 4'
<br />.,PLIES TO BOnI 3IPA I WITH OA'WITIgUi STITCH aDLiSi AND I44• PAY LS B BOTH WITH RAxEt (�
<br />FASrfM0.5 0 (I S'OP 6.3E O.0 Z
<br />5. P MAY SPAN %' MINIMUM CASING 1 OF rile OPTIONK TOP OR pOnOr• CLOSURES aER Rats ONE i 1 Q
<br />OPlMING vE4 DfT•II { . US:NG ANr MIJUMnN4 COMOInON SnUwNII,TMpSE DAVnMGS A! I
<br />L IRONAL INTERIOR FASTENING DETAIL
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<br />M OPTIONAL EGRESS PANEL DETAIL 5
<br />INTERIOR FASTENING
<br />1WKOCNIVYIDO PC
<br />FOa 40.. SBB:
<br />»j 1.35 I.Rffim �$'0.094"(-20.2.05904�" 0�942" $-0.0461 2" n_P .125• �D0-,29' 90' .2.2S0"
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<br />I 3.360"MAY, 0.11355"
<br />�1.SI I.560"I~-11.560" 1 510" 0.365'--II .31"�"55" 019 004.5�5" 0 376'-{015S5S, %00
<br />1.007'
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<br />14.B75"PANEL LENGTH uZ II�^q+,- Ip#r LLO rU 545" I 0.524.150' OOr II_oN0.
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<br />DISTANCE
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<br />/\ TfWPMDUNTCLOSUREDETALL 0fl %.i. S. YL C LLL
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS O 12.5" O.0
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<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TDALL PRODUCTS CERTIFIED HEREIN T CN V BUT L PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPAN5 AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2- ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISn NG STRUCTURE
<br />MATERIAL, a ANCHOR TYPE. 5ELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION SEE MOUNTING DETAILS
<br />SON
<br />SHEET 2 FOR mENTI FICATION OF WNENECTION TYPE).
<br />3. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(•F--TRAOC, 57UDDED 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' RECOMMENDATIONS.
<br />5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMB LL EOMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, ORICK, AND OTHER WA
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4• MAX OR SHALL BE VERIFIED BY DT HERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />S. 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 />VERIFY THAT FASTENERS ARE INTOADEQU ATE WOOD FRAMING MEMBERS IN NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />ID. 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 STID SHALL 13E `SOUTHERN PINE" G'0.55 ORGREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD CA HEX HEAD.
<br />1I. AEMOVASU ANCHORS ARE . DEWALT PANELMATE ALL -POINTS 50LID-5EBUSHING
<br />6 BRASS BU ING.
<br />AN MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE 80.5E
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. NO
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALLFINISHES.
<br />14. 1 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />L5. * DIRECT MOUNTING CONDTIONS.
<br />16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR 5CHEDULES LISTED ON
<br />THIS SHEET.
<br />1 20-31543 1
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<br />SHEET NO.
<br />SH 1.5�
<br />1010
<br />
|