|
. L_ !
<br />I- - _I !I_ � g I I I IT I 11, I I I I _ I _ I _ I _ 1.1I 1 1 1_
<br />EZ1/18,
<br />EZ 1 W/ 18 ANCHORS
<br />'- ----- -. __ ----- (SEE SECTION EZI a ALTERNATIVE EZIR ON SFXEET 18)
<br />-,3' M4. -
<br />1' MIT.. ��rL� ..r�Q�� 1' Mn
<br />"0(SEE NOTE 2) -Ow'i 0 OTE
<br />�./ 2)
<br />i14Y 1' S.M.
<br />EN 3/15-0 ALUMINUM
<br />- * LAST PANEL 07 TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />_ "POP RIVET
<br />_
<br />O O O O G O r T PROVIDED W/ REM HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE IN5TALLED FROM INSIDE OF STRUCTURE
<br />!
<br />I A'. P PER
<br />I i I
<br />NOTES
<br />I l J 1 IPANEL50,
<br />-� - (END PANEL) T- (NTERIOR' ANE1.) T (INTERIOR TPANEI) OF 'L' (1) DEFINITION OF SERIES 20OC'. E-Z HANG STORM PANEL SYSTEM
<br />i 1 TI P i (INTERIOR PANEL) ( ) MAX CONSISTING OF PANEL + Conti. TRACKS TOP a BOTTOM.
<br />END PANEL
<br />[SEE
<br />NOES 2, 3, 4 I j ''� I SEE NOTES 2, 3, 4 (2), END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />6 0' PANERWISE A STOP BAR WSHALL BE PROVIDED AT TOP OF SUCH
<br />1 PANEL LENGTHPANELS.
<br />-+ al - } * - { 1 * - r✓ k '''1 JJJ la (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />• �. I_ 4.-SHALL CONSIST OF 1/4'e-20.3/4' M.S. W/ 7/8'0.3/32' WING
<br />PANELS w/ 1/20.1' 1 NUT OR 1/4's.3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />,BOLTED
<br />I I 5 5 BOL75 w2� O FA OVERLAP TRACK LOCATION OF FASTENERS MAY 8E AT DTNLlT 0,
<br />i I I -. I r TWO
<br />FLANGES
<br />! I I i (SEE SECTIONS AS ,APPLICABLE) EXTERIOR FLAT OF END PANEL.
<br />IN CAS - TW' END PANELS ARE NOT CONNECTED TO BOTTOM
<br />' - L' (4) E � 0 D 0
<br />MAX 'RACK (Le A STOP BAR IS ONLY USED AT TOP) AT BAST TWO
<br />1 ) PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />i ik I I l Iii 11
<br />INDICATED ON NOTE (3} ABFNE. IN SUCH CASE. CONNECTION OF
<br />E.UJ_LLJJ_LLJJ111 L. JJILLJI CLIJILLJJ_ L L J JI L L J J_ L I J J-1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />'E SENOTE 4 - . .
<br />-. 7• MOF ` ' Mn. SEE SEE 1• Yin I y INSTALLATIONS ONLY VALID FOR WINO
<br />OW/ 1O
<br />NOTE 3 NOTE 3 SPEED UP TO 170 m.p.h.
<br />ANCHORS
<br />- -- � -- ---(SEE SECTION EZ1 a ALTER14lTCR1,WT NE EZ1W ON SHEET 18) - -- - -- -
<br />EZI/18.
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELZ SYSTEM M
<br />SCALE: 3/32'=1'
<br />GAP
<br />2.61 1, 87'(MDA74-AP _
<br />.w10LE ML1El� �
<br />/j
<br />1W(. cAP T'
<br />,SECTION A -A NIFPnI,lunepF/y
<br />SCALE3/32-=I' TI(�/T/A�-i
<br />O`�••���A.
<br />�.:�P�:••'• EN • •.91-, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone),
<br />Ir 0. 44167 _ RmrD MRm, 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STATED IO1Ne GLOBAL PROTECTION PRODUCTS/ PLC. mJy/Tom
<br />o9; AeaD S.R. 61 STRUT,
<br />FCOR10�' ZtJ °WR'IL nail.
<br />,�. is;n ,.as'�"w'xm: -1'" PHwc 5. 20-175
<br />n lee. -»As, TAX nsA)aer-e»,
<br />IIlil . • •. • • CA-0006i,R oRMM6 Mn
<br />,n
<br />RAATrR A MR N..LPE
<br />IEII, 11111111+ MI ) elan T1 0I le
<br />we ENGINEERING
<br />ENGINEERING EXPREHS®
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number. 1 1 - R2
<br />EX Project Number: 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Pain Beach. FL 33409
<br />Product Name 8 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 Fkufda
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61G20.3.005, F.A.C., for statewide acceptance per Method l(d). The product noted above has been
<br />tested and/or evaluated as summarized herein to show complance with the Florida Building Code
<br />Seventh Edition (2020) and is. for the purpose intended, at West Equivalent to that required by the Code.
<br />Re-evalualion of thfa product shall be required following pertinent Florida Bonding Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing A20-31543 filled "24ga Galvanized Steel Storm Panels (HVHZ a Non-HVHZ)", sheets 1-5.
<br />prepared by Engineering Express, signed a sealed by Frank Bennardo. P.E. is an Integral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested In accordance with TAS 202 lest standards per test
<br />re s 14BT-ASG 17-00/ Blackwllter Tes Inc.
<br />Pod() by thg�
<br />Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test report(s) OBT-ASG-17.001 by Biackweter 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 qualify the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM@ E NGINEERINGEXPRESS.COM
<br />E NGI NEER INGExPRess.COM
<br />i•:
<br />f.1Dl
<br />I
<br />J
<br />MI 0.RAT_ BUILDW i
<br />MDUIITINC E%rRUS10M5 -
<br />il
<br />et 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 wind zone 4 and assents] facilities
<br />ImpactResistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously fated lest repod(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 bads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document (i.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), akmg with all components noted therein.
<br />Product components shall be of the material specified in that product 9 respective Product Evaluation
<br />Document 0.e. engineering drawing).
<br />Limitations 6 Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document p.e.
<br />engineering drawing) as noted herein.
<br />All supporting host structures shall be designed to resist all superimposed bads and shag be of a material
<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-spedfic basis by a registered
<br />professional engineer.
<br />f I shall be protected against corrosion contaminabon and
<br />All Components which are ant installed a port penman y a
<br />Other such damage at all times. This product has been designed for Use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />Frank Bennardo• PE
<br />ENGINEERING EXPRESS*
<br />#PE004654911Cert Auth 9885
<br />DL R'.EEC--
<br />PP
<br />UIL /'\ WALL M W NT 9=CnOH
<br />�aA
<br />�IxixW HVIP M(A,H . �.
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM O E NGINEE RINGE XPREss. COM
<br />ENGINEERING EXPRESS. CON
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<br />20-31543
<br />e f<-n' LB■9�
<br />VOP,IONFL TOP/BOTTOM CLOSURE OFTML
<br />5
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL n
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />I
<br />p(1$f1 POURED
<br />CONCRETE OR
<br />4•R TAPCON
<br />CONCRETE BLOCK �
<br />O.
<br />ANCHOR O 12.O.C.
<br />REawED. II
<br />-
<br />1 /1'a TAPCON +•' 114.1• HEX HEAD TEN w00p MEvIpE_R I 11' 1• . /1.." HEX WAD TEK
<br />- -SCREW 964' FROM
<br />_ _--. SCREW O 4• FROM IWRED
<br />O 12'
<br />NXCHOR D.C. l�/ III
<br />EDGE OF _ .n 71 EDGE OF
<br />1
<br />E.D. ,, Yin. 1.
<br />1• I.I
<br />1 -T R4,6
<br />R.'s rIt7J � I i
<br />a . 1/4-eC 1F
<br />o a aAIRAi" p 1 1/2' M Ill N+a a -� 1/2•
<br />1.
<br />R-$EPARATDN 1 ' 3 18•e E SEPARATION 1 I 3/1eY
<br />E%ISTMIG Y TO C1A55. I L ETOSTINC a` 1
<br />')1 ALUMINUM POP TO GLASS. �LUYINU4 POP
<br />GLASS 1 ^ CLASS-'Y F
<br />RIVET
<br />J)RN
<br />I
<br />MAX. ,1• E MAX.
<br />n PANEL LENGTH * KM R p PANEL LENGTH O
<br />1I
<br />' CA"a
<br />n `J
<br />I 1' Win. i 1
<br />p-$EI* Wi gN I
<br />A TO CLASS, ; - O InI--SEPAWITIOM + --T/4'a-20.2' SOt
<br />0 TO CLASS. THiAABSCREW OF 'L'
<br />50x
<br />B
<br />a l' 1
<br />ITHUMBSCRET/ n 1
<br />Zj - I
<br />ED WR
<br />1 10.
<br />�/ IIrA
<br />ED. _
<br />+/2_..1/4'e
<br />TAPCON ANCHOR
<br />O 12' G.G.
<br />1/4"* TAPCON %� Ex RETPOURED i' - - PATE w0OO
<br />' ANCHOR • 12O.C.-oft
<br />CONCRETE BLOCK ._ .. REQUIRED
<br />REWIRED.
<br />WALL IdOUN7ING WALL MOUNTING
<br />SECTION EZi ALTERNATIVE EZ1W
<br />SCALE 3/8-1- SCALE 3/8-1-
<br />"I'MN/INN.
<br />K.�� P' Ti(I/l✓
<br />EN
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
<br />g
<br />dll[1Ti�. # MIN. PANEL LENGTH 0, 441 Bamo mnm Fr- I.P
<br />24 GAGE GALVANIZED STEEL STORM PANEL,1N
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A-S.D. DESIGN SHALL BE 2'-6- *,
<br />PRESSURE RATING 4/- 40.0 P.e.f, AND 6'-0- MAX ? STATE 0 -'• -- --y M
<br />PANEL LENGTH. �1 C O ENe. GLOBAL PROTECTION PRODUCTS. LLC. DUE
<br />0: (OR10yMII Iepp it SI 51Ri1
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD coFne'y� aM[ iL ns,4
<br />;
<br />..
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC $/ ' •'
<br />ryry EN N ( ,,3R4j F.i1i ram: (FM1 m•.M, .Huc: (P6.,re-,w. TAX (u.Ma}-Sort 20-175
<br />DENSITY OF 0.55 OR EOUAL rA-000e)n �"
<br />InC
<br />/1/IIMn IWIT/MR Ot,
<br />.ARP A nLL)f Jr.. PC Y .Flu 1eIQT Or M
<br />441 , is r
<br />/ } P'EOP I45� UDDIXiBi
<br />ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE'k°.°,w
<br />`Aga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ DESIGN PRESSURES: w
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER - W 1Mi fj x
<br />(PERP. TO PANES $PAN) SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE. PRESSURE RE IREMENT$ AS
<br />TOP MEANT (CONN TYP. DETERMINED IN ACCORDANCE L ASCE 7 AND CHAPTER I ISIR =
<br />TYPE AS REQ'D) SECTIONS 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN u V
<br />OR EQUAL TO THE POSITIVE O0. NEGATIVE DESIGN E>
<br />OPTIONAL 4--ID STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ( a uS
<br />-}I BOLTS WITH WASHED ASSEMBLY AS SHOWN.
<br />W(NGNUTS FASTENED O
<br />T OVERLAPS O MIDSPAN (USE GENERAL NOTES: mg
<br />_ PJ APPROPRIATE SPAN TABLE)
<br />f g'Q � I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN +n
<br />O ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Ali O W
<br />Z S� SEVENTX EDITION 2020 FOR USE INSIDE AND OUTSIDE OF THE HVHZ. PER
<br />L�i PLAN VIEW
<br />(( )
<br />S TAS 201, 202 AND 203 EST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />AND CONFORM TO ALL LOCAL BUILDING CODE MI E MOMENTS WHICH MAY
<br />APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE (n
<br />IF wRO 156" ADDITIONAL SIrE-SPECIFIC SEALED ENGINEERING.
<br />> 2, NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN Of THIS SYSTEM. '
<br />3. THE ARCHITECT/ENGINEER OF RECORD FORTHE PROJECT
<br />ILL; ASTRUCTD RE WITF1 Y7 HIfN THIS DESIGN MUSED SHALL BC RESPONSIBLEL7
<br />i/
<br />THE INTEGRITY ALL SUPPORTING THIS DESIGN HI
<br />}n
<br />:k J SMALL BE COORDINATED
<br />D BY THE PERMITTING CONTRACACTOR. 0 yL
<br />J 1 A ORDER
<br />DEVIATE
<br />FROM
<br />M[CIFIC'S[PLGO ENGINEERING SHALL N REEppUIRtD IN F
<br />OHEREIN. C NNIATE FROM LOAEB, DEFLECTIONS, (KIT SPANS CULATI ED
<br />BOTTOM47YPEAS
<br />i 1 MAYO CONTACT THIS ENGINEER 1-0R ALTERNATE SPMI CALCUlA720H5 AS •
<br />(CCW N I MAY Bt R6DUIRl D. tIi N B.
<br />_ HEQ'0) \ 5. TnI SYSTEM DETAILED HEREIN IS GENERIC AND GOES NOT PRWIDE �I A> y
<br />R0.391' / INFORMATION FOR A SPECIFIC SITE. MR SIR CONDITIONS DIFFERENT FROM LU
<br />/ O.37S" THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED W
<br />MAY BE AT �- ARCH ITECTSHALLPREPARESITESPECIFMDOCUMENISFORUMIN yz2 Wpp qI
<br />8 BOTTOM CON1.4M.1 -11 THIS DOCUMENT. } Y
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED a <<
<br />1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BYA 1.5 SAFETY FACTOR.
<br />7. ALLFASRNERS TO BE JC'D OR GREATER SAE GRADES UNLESS NOTED y(
<br />N.T.S. ELEVATION OTHER\VISE. FASTENERS SHALL BE CADMIUM -PLATED DR OTHERWISE
<br />1 CORROSION-RESISTANTMATERM AND SHALL COMPLY WITH"SPECIFICATION5 Z •+
<br />FOR ALUMINUM STRUCTURES" SECTION 3.3 BYTHE ALUMINUM ASSOCIATION, Q u
<br />TOP MOUNT INC.. & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. t•,)
<br />B ALL STORM PANELS SMALL eE 24GA STEEL. L-0.024'
<br />L MK Y
<br />(CONN TYPE 9 STORM PAVANS SHALL CONFORM TO ASTIR MST STRUCTURAL QDALITY
<br />AS REQ'D) (SPAN ABWE STEEL. G60 GALVANIZED COATING WITH A MINIMUM FY-4e3 KS1. W
<br />TRACTION) l0. ALLALUMINUM EXTRUSIONS SHALL BE 6063-T6ALUMINUM ALLOY. -�
<br />UNLESS NOTED OTHERWISE. Q
<br />Ili. TOP 6 BOTTOM GRATIS SHOWN MAY BC INRRC XANGAD AS FI[lD
<br />BOTTOM CONDITION5 DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR J
<br />HOHI2ONTALLY AS APPLICABLE. J
<br />W NT 12 CONCRETE ANCHORS NOTED HEREIN SMALL BE EM BEDDEG TO Q
<br />CONN TY XON-CRACKED CONCR ETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />m
<br />�<
<br />YL' 23. rHECONT5 RECOMMENDATIONS.
<br />AS REQ D) 13. THE FROM DISSIMILAR
<br />RESPONSIBLE O INSULATE E Pik ALL
<br />O-{ z ]: MEMBERS fPAq DISSIMILAR MATERIALS TO PREVENT ELER0.0LYSI5. S ��
<br />3 2 -OBSTRUCTION 14. ENGINES RSEAL AFFIX ED HEREAION BY CONSTRUCTURAL DESIGN AS
<br /><a � O (LOCATION MAY VARY) SHOWN ONLY. USE OF THIS SPECIFICATION BY CXINTRAROR, at, eL
<br />eQ� INDEMNIFIES B SAVES HARMLESS THIS ENGINEER FOR ALL COST 6 DAMAGES R E
<br />= N L n a INCLUDING LEGAL FEES B APPELLATE FEE$ RESULTING FROM MATERIAL
<br />> TOP MW NT FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT P[
<br />LYXICH IS CALLED FOR BY Li!OCAL, STATE, A FEDERAL COOES 6 FROM IBM
<br />M D 8�
<br />(CONK TYPE ONIATIONS OF -5 PLAN. i
<br />A$0.EQ'D) 15
<br />. EXC mT AS EXPRESSLY PROVIDED H EREIN, NO ADDITIONAL
<br />IL UMPCCATIONS OR AFFRMAMONS ARE INTENDED. 1�
<br />16 ALTERATIONS, ADDITIONS, OR OTM ER MARKINGS TO THIS DOCUMENT a 9
<br />RRt NOT PERMITTED AND DNVALIDATE THIS CERTIFICATION. >i Q
<br />LmaX I1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />JINg C y
<br />BOTTOM MOUNT (N PER EVERY 30 FEE., CONTAINING THE FOLLOVONG INFORMATION. ILjjT C
<br />(SPAN BELOW
<br />TYPE AS REQ'D) ALLAM EI(ICAN SHUTTERS AND GLASS
<br />OBSTRUCTION) WEST PALM BEACH, FL
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL Y."-2D STITCH TASFLORIDA'PAODLKT ATAS 20a 5. VPROAS VAL NUMBER G�711a1TReNt WIwIlOOPE
<br />PRcm DED THAT CONNECTIONS AND BOLTS lYllli WASHERED \
<br />ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED O 20-31543
<br />SPANS ABOVE a BELOW OBSTRUCTION. OVERLAPS O MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE) VISIT ECALC.10131643 ■ $f�
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />MenBae93wDEbRIM»IFfOPE ■ /
<br />1 N.T.S. ELEVATION rtireAAAroxA n.Arro, elaonn ANeeoLelcea C,IIJII
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL
<br />SEPARATION MM GLASS
<br />IHVKZ. WIND ZONE 4
<br />a ESSENTIAL FACILITIEST -
<br />MAXIMUM
<br />DESIGN
<br />ALLOWABLE
<br />INSTALLATIONS1E55
<br />R
<br />INSTALLATIONS GREATER
<br />PRESSURE
<br />SPAN lm)
<br />THAN 30'A80VE GRADE
<br />THAN 30' A80VF GRADE
<br />(PSI)
<br />/30
<br />1300 _
<br />6D6
<br />7.16 '
<br />•/-35
<br />Moin
<br />6061n
<br />_ 7.36
<br />v .40
<br />/
<br />33001n
<br />606 n
<br />606 ITT
<br />-
<br />7.16 _
<br />--2.161n
<br />_
<br />•/d5 130.Dw
<br />130.0m
<br />6061n
<br />7.161n '..
<br />• S5
<br />]066m
<br />6.08 in
<br />2.35m
<br />/ p0
<br />93.1
<br />609
<br />7.53
<br />_.
<br />• -70
<br />/
<br />36. a
<br />6 17 m
<br />2.90 m
<br />:PNAN SLaitUULt NU I t5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD B PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS EQUAL
<br />THAN OR UAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. 'PANEL FASTENERS' ARE STUDS USED IN
<br />CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />I"P-TRACK, STUDDED ANGLE, ETC.). USE C25
<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 15
<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. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONE$ 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 />MOUNT
<br />gg
<br />A.
<br />1(TOP
<br />H..d.
<br />G'
<br />IF
<br />I 0"
<br />1 27
<br />4'
<br />2S
<br />r
<br />24'
<br />r
<br />A•
<br />27
<br />2e-
<br />Bu1daA'U, Hat,
<br />01
<br />V
<br />Cr
<br />rr
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<br />30a"
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<br />�DN'F Track
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<br />70'
<br />50'
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<br />71"
<br />55'
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<br />2A•
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<br />30•
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<br />48'
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<br />•U• H-INI,
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<br />0'
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<br />24"
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<br />24`
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<br />50'
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<br />SpW Sin
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<br />30'
<br />31'
<br />11"
<br />30'
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<br />3(r
<br />++•
<br />3r
<br />'C-T,.M
<br />2r
<br />29'
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<br />53'
<br />55'
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<br />• PEODA6SM4 Ur 9e.5
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<br />SPANS SMOwN .WITS ARE MIrvIMUM eLLOwFAP SPANS BASED ON ANr f.OMBINAnOX Of MwNnNG N
<br />CONDITIONS AT TDP OF BOTTOM PANEL LErKi1>K LESS THAN TEASE NDnD IN TABLE ABOVE ARE NOT . rr
<br />+tc_AALf
<br />NO SG AMnaI - -1 IS AE M ANEIPED - PL lEN4�n IS -1. 1>etN -TT NDrfO TOR
<br />P[SEM�IVF MWNRNG COMe:NAn ON A80vf
<br />I SIOF f106UP[5 MGulAfp IOR AV TI I , UT MOUNTS IN TABLE ABOVE. LASS SIDE BE K PDE AIL NOT
<br />UT#D WITH Rv,LODU1 MOUNTING CWDInMS A£ APED GEPAPATIDN ID 1 GLASS SMAL BE PEP- DETAIL F
<br />oDl
<br />N A M TN P o .Ant .mlEs ro BOTH }}R. ,Yrt o vn+nov sn a eoLTSI.No }rRA PANFIs. B Bo• w: ANTI
<br />/1, PAEAS a,:s M6:5'OL Z
<br />5. PANELS MAv SPAN M MNNIM,lN U- ONE 1 OT IT. OPn0W1 TOP On anTTd.:LOSUPfS pEP
<br />ll Q $
<br />orENIP,G tall DnuL'r: 1, uslNc .cur MOLNNrINc COEromDN SrKMMI w THfsf I>asvr•.NGs ij(
<br />r1 OPTIONAL INTERIOR FASTENING DETAIL
<br />` N.T.S.
<br />tn
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<br />FROM IMFAIOA
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<br />X -} 1 1 S5. SIDt U BRT OP
<br />MACMINt 1 A A Mr M- ON. MOLL
<br />NASnfPFC W:NGNUT
<br />�JJ2
<br />ON NS F ACa
<br />Q
<br />X--:D F,M+Cn:NF SC-EW
<br />w W/ WAIMf,
<br />WINGNUT • 13M' O,C
<br />ti %TALSCTI'D AD MWM
<br />EFTAUSION TO AD IATNT
<br />r PAntl,
<br />�2�l�2�T��a
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<br />1 D4 INSURE AMMOA�,S Ai LOnaa,IP.w!aBIM1 .
<br />[FISTING CONCRER. sPActnc °r HALF TH[ 20-31543
<br />HOLLOW a- lM VALUE ... IN AMCrgII
<br />ATAD Ia1-I- SPACING TAME. A EACH
<br />OANEL ADJK To
<br />FCAF55 PANELI
<br />M OPTIONAL EGRESS PANEL DETAIL 5
<br />INTERIOR FASTENING
<br />a
<br />rRMIKDMN�.
<br />4 PC
<br />. PE D I P36S
<br />K
<br />1-2.250" 0094
<br />D.094"I
<br />2 250" -�I-0 Ow, aN v1uO It
<br />'j-�-0 094" Q 0.750" 0 1 1 I i ?0
<br />�
<br />O.125` o� 18GA
<br />T 8oa94 8 094 O lzo" TYP, TYP Ts
<br />0.094" Dsa" T 1 M 8
<br />�0.062"ED
<br />062_062'I�--E 10L3sa0o-y 1.930"E 930" +--0.062 3]5°J '�2"0062' J 6 �J 2.000 --I 2.02' 250" --I 2A00° I - 2,007" TYP OW Lx� ■
<br />1.180" l^".l `H' HEADTA }f HEADER @ BURD-DDT 'U' HEADER m d-PNI CLDSLIRE /� SRA FNGLE �> ` 1g
<br />1 J I II 3.380•'MAX {7�55•• 'I 0.213qq"22 "ip z
<br />1.5L 1.560'I- �IL.560' ip
<br />510 0.365"- 310.655` 0196"" 00�655 0 375" 0' 1 °°j, "0.lin ; r.
<br />12.5W'PANEL COVERAGE 0.179"-$ �11 �-I r 0 �11;- "bSS" 0. 0.350" 1.00)" N
<br />iii..11ltty K
<br />4.6 °PAN N W 1 75 EL LE G �.F. gyp^ 0 545" p
<br />I I ,o V � �T LEG j= I .15a' '? C
<br />I P DIRECTION
<br />I T- 0.090" 0,090" �, MAYBE �- 0.Ge'. 0'] .3DS
<br />--� TYP rl" TYP_ 2,000;,"vn 0.215 I C2L5 0 0 A0.135"
<br />Ty 0,700'
<br />090
<br />V aULO-d1T T 1RADK ) A •E• ANDLEP- TBI�j 0•� /B� c° mACK 1 w N1Mmart o.957'
<br />lJ V A
<br />0.313'
<br />0.376" r r 1$0 2'
<br />-•7 r•-I�I'-`T� 655'
<br />Pa
<br />DIRECTION
<br />o.12S' N nF�Y t1oR to
<br />_IIIII 1-3.OW"�, eAiEnsED � ai o a,
<br />w_rt l..•1E:. rJLL Aa "F• ANGLE -HACK (EX7ENOED] S 4'
<br />I; 1.0G0" I V CLi-KC......nP Z t
<br />OVERLAPI C ,w n O
<br />L 25' MAX, r
<br />4" MAX. n CDRNEIR CLD9URE DETATL 11
<br />a.1B3I x �.25 MA%.
<br />MAX. pC
<br />BUILD -OUT W It
<br />T
<br />DISTANCE f -.,. -'r n
<br />/'�O nilnil J�
<br />U 1.000' J
<br />EMBED eta �E
<br />I,D00' - J TfiI.P...scF a�5 I
<br />i A MAX. >rl titNl I y
<br />�.25" MAX.
<br />MIN
<br />7
<br />r MAX MIN
<br />^� C00.HF0. CLOSlARE DETAI .'Ff.E t. , v
<br />U EMBED DQ
<br />_ /\TPAPMWNTCLOSUREDETAR
<br />Ni.S 'J WYu ��Y t]a
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS O 12. 5' O.C.
<br />®03�'Y•2
<br />�®���®Ef�El3R
<br />�
<br />MM
<br />®E>ffi9EF�®I�B3�B3ID®O�Im
<br />%,
<br />48
<br />11
<br />l/
<br />®
<br />®�
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPAN$ AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHAUL APPLY.
<br />2. ENTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING THE EXISTI
<br />NG STRUCTURE
<br />MATERIAL, 8 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN 00.E EQUAL T X P Q L N ( UTTERS IN DETAILS
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING E CONDITION SE MOUNTING DETAILS ON
<br />(
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. 'PANEL FASTENERS" ARE STUDS USED IN COW UNCTION VITTH ALL MOUNTING EXTRUSIONS
<br />("F'-TRACK, STUDDED ANGLE, ETC.). USE6.25"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' RECOMM ENDATIOPIS
<br />5. HOLLOW BLOCK FAST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6. MNIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7- MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCW, FOAM, BRICK, AND OTHER VIALL
<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 />e. CONCRETE ANC NOTED HEREIN SHALL BE HORS SHA EMBEDDED TO CONDITIONS
<br />CONCRETE ONLY.
<br />9, WHERE E%ISTING STRUCTURE IS FRAM
<br />ING, NOD EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS PAF INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />L0. 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.O.SS OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />11. REMOVABLE ANCHORS ARE: W PAN DE ALT EUM EN ALL -POINTS THREADS
<br />8 BRASS BUSS G.
<br />l2. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THRE4 DS INTO THE BASE
<br />AN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N 0.
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15 Djt DIRECT MOUNTING CDNDLIONS.
<br />16 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />FN
<br />&1
<br />1 20-31543 1
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<br />SHEET
<br />SH 1.5.
<br />
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