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<br />EZ 1 W/18 ANCHORS
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<br />Yin
<br />'OtSEE NOSE 2) NOTE 2)
<br />Y
<br />• C2NaV1 7/18•w ALUMINUM
<br />'a LAST PANEL Qi '0 BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />..
<br />1/2, 0 0 c 0 b o o b C o .- - - 1 PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />•I• - TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />I, I i
<br />I I• I
<br />l PAT 2 PER
<br />PANEL NOTES
<br />1. I.-
<br />�..._ LL L-�1_ L_1._ l L..I. 1. ! l ( 1 1 ;I_ 1 1.1
<br />sox
<br />N OF _ RI _ E TEN
<br />T DN +DOD.
<br />L• (•) DE I 1 5F Ec -2 HANG STORM PANEL SYS
<br />(END PANEL) I j jI I (INTERIOR PANEL) (INTERX)R PANEL) (INTERIOR PANEL) 1(END PANEL) CONSISTING Of PANEL Cool. TRACKS TOP a BOTTOM.
<br />1
<br />SEE NOTES 2. 3, 4 I I f 1 1 SEE NOTES 2, 3. 4
<br />i I 6. 0• (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH
<br />PANEL 00 B PANELS.
<br />AI (3). IF END PANELS ARE CONNECTED 7p 80T70M TRACK, CONNEC71pN
<br />SHALL. CONSIST OF 1/4•0-20.3/4• M.S. W/ 7/8•0a3/32" WING
<br />`
<br />BOLTED PANELS w/ 1/A.--20.1' + NUT OR 1/4.6.3/4" Min. THUMBSCREW INTO TAPPED BOTTOM
<br />• I
<br />5.5 BOLTS W/®a FA OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />SAS
<br />( ION EXTERIOR MT RANGES OF END PANEL.
<br />I f IA➢PL�G,B<E) SOIL
<br />-` -- - - '15EC? i
<br />'i
<br />- 1 or (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />.,.! ,- 1 I T I - -�I --� r . , 'vv --J- i - Will TRACK (l e. A STOP BAR IS ONLY USED AT TOP AT LEAST TWO
<br />I I 1 ` PANELS SMALL BE CONNECTED TO BOTTOMI TRACK USING SPECS
<br />Ij
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />JJ_LL1J_LLJJ111JJ_L,L'.•IJILLJI<�L1J111JJ_LLJJILL_LLJJ1 _ !. _ I PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />JJ
<br />.
<br />3 e SEE NOTE 4 - -
<br />-. 3' Ma.. _
<br />1 4a ~ ' SEE I.Yin t INSTALLATIONS ONLY VALID FOR WINO
<br />SEE 'IEEE -0111
<br />3 NOTE 3 ANCHORS SPEED UP TO T70 m.p.N,
<br />---_- -' - -(SEE SECTION EZI a ALTERNATIVE E21W ON SHEET 18) -- ----_ _
<br />EZ1/18,
<br />EZ111i
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL I SYSTEM M
<br />\; SCALE: 3/32"-l"
<br />"` 2.68]'(MN OPDeM 1/4• MO.. GAP
<br />r�//,
<br />MAIL. cAP
<br />SECTION A -A ,,,Rfplfr"N,M„�
<br />SCALE: 3/32"-1"
<br />NoraF.i1
<br />•''•�9 ''.
<br />��P�'••"•• EN• FLORIDA BUILDING CODE Non HI h Velocity Hurricane Zone
<br />z 6wn +LTITw, K 24 GAGE GALVANIZED STEEL STORM PANEL`'','..
<br />.44167
<br />o , STATE 0� 1 L E C O EEIe. GLOBAL PROTECTION PRODUCTS, LLC. DEia/�2°
<br />4eDA Sw. 4, STREET
<br />`1.
<br />w4....� » WRL Fi wra 20-175
<br />�CORIOP M.'.
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<br />at ENGINEERING
<br />ENGINEERING EXPRE98�
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 1788g.1 - R2
<br />EX Project Number. 20.31543
<br />Product Manufacturer Al American Stutters and Gins
<br />Manufacturer Address: 1540 Donna Raid
<br />West Palm Beach. FL 33409
<br />Product Name 8 Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />TNs Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />81G20-3.005, FA.C., for statewide acceptance per Method 1(d). The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Several Edition (2020) and Is, for this purpose intended. at least equivalent to that regWred by the Code.
<br />Re-evskiabon of this product shag be required following pertinent Florida Building Cade modifications or
<br />revisions.
<br />Substantiating Data:
<br />. NT PRODUCT EVALUATION DOCUMES
<br />EX drawing 820-31543 OUed'24ga Galvanized Steel Storm Panels (Hii 6 Nan-HVHZ)'. sheets 1-5.
<br />prepared by Engineering Express, signed a sealed by Frank Bernardo. P.E. Is an integral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural Parformenh been In accordance with TAS 202 teat standards Per test
<br />report(s) OBT-ASG-17-001 by Blackwater Testing, Inc.
<br />Large missile impact resistance and cyclic loading perlarmence has been tested in accordance with TAS
<br />gs) 201 and TAS 203 test standards per test repaOBT-ASG-17-001 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENWNEERING CALCULATIONS
<br />Structural angineefllg calculations have been prepared which evaluate the product based on
<br />comparative andlor radonal analysis to qualify the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. MBtmum Agowede Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121M AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEA M OENGINEERINGEXPRESS.COM
<br />ENGI NEERINGEXPRESS.CDM
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<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 essential facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s). and is
<br />scccunted for in the engineering design of this product -
<br />Mill Load Resistance
<br />This product has been designed to resist wind beds as indicated In the span schedule(s) on the
<br />respective Product Evaluation Document (i.eergineefirnp drawing).
<br />Installation
<br />This product shall be Instetled in strict compliance with its respective Product Evaluation Document (i.e.
<br />engineering drawing), along with al components noted therein.
<br />Product components shall be of the material spelled in that product's respective Product Evaluation
<br />Document O.e. engineering drawing) -
<br />Limitations 6 Conditions of Use:
<br />Use of this product shall be In strNA accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) as noted herein.
<br />r shall n to r at al superimposed bads and shall be of a material
<br />Atli wpportlng host structures aha be designed esN cape posed
<br />listed in this product's respective anchor schedule. Host structure conditions which are rot accounted la
<br />in this product's respective anchor schedule shall be designed for on a she -specific basis by a registered
<br />pro Wwonal engineer.
<br />AN components which are permanently installed shad be protected against corrosion, contamination, and
<br />other such damage at all times.
<br />This product hug been designed for Use within and oulsWa the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />/ 1 '
<br />Ch F.. ey„MM t�
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESO
<br />aPE0046549IIII Auth 9885
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM ENGINEERINGEx PRESS. 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 />.-,;
<br />-7 ..
<br />E)05TN G Po1R1Eo
<br />.. COCRETE OR ---�/
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<br />CONCRETE BLACK ANCHOR a 12. O.c.
<br />REQUIRED. � 1
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<br />1/4•R TAPCON +• _ -_,/, 4.1' HEX 11F1D TEN WOOD _- + ___ _ J
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<br />REOIRREO SLAW FROM
<br />ANCHOR • 12' O.C. . // SCREW a �}/4` FROM I� - _- ^
<br />F 64'
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<br />Y PANEL LENGTH am e0.15 1 )
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<br />N SEPARATNRI 1 O R^SEPARATON.-. I THUMBSCREW �
<br />TO GLASS. i
<br />1 TO GLASS. TH1111BStREW OF •L•
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<br />1 1 _ 1/a•e-20.2• OF "I d I
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<br />TAPCON ANCHOR
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<br />TA0 12 %% EXISTING POORED �" PLATE W000
<br />ANCHOR
<br />ANCHOOR O 12. D.C..��. - - toNCRETE OR PLATREQE
<br />CONCRETE BLOCK _ _'. , _:
<br />REDUB1Eo.
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZ1 AALTERU VE EZIN
<br />SCALE 3/8-1' SCALE 3/8-1-
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<br />ATit fir✓
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<br />�• J ••'. FLORIDA BUILDING CODE Non High VelocityHUMcana Zone
<br />5. # MIN. PAN£l, LENGTH a 0. 44 $ ,»O1D TLIFLO. RHc rl.
<br />SHALL BE 2'-6' * 24 GAGE GALVANIZED STEEL STORM PANEL, n..
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN *
<br />PRESSURE RATING +/- 40.0 p•s.1. AND 8'-0• MAX .. --. BE/A/BB2B
<br />PANEL LENGTH. A'• STATE 0�=+ ' fir E C O INe. GLOBAL PROTECTION PRODUCTS. U.C. DHEE.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��Z�O,d: �COg10� .jam 7RH - t [ COWAN 4BOB ar. 61 STREET
<br />_
<br />- d fM a w.r r.rrr n N•- 011 2 3Ula 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL ,+ $/Qk AL ~ u-aoasiis am Ofto,_,M, PYI: (w) �n1A AA fss.lfo-nf7 DRYMm u.
<br />EIIIIIMFie1R/a/SRIMTUKJBIAE ra.EOe w "LLn Jr-. PF. W ^"'f elliir le a le
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ j
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT(CONN TIP.
<br />TYPE AS REQ'D) SECTIONS
<br />OPTIONAL !<`-20 STITCH
<br />BOLTS WITH WASHERED
<br />WINGNUTS FASTENED
<br />OVERLAPS a MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />_ PLAN VIEW
<br />a si
<br />Aga'
<br />BOTTOM
<br />REQ'D) \
<br />R0.391"
<br />MAYBE AT 3-
<br />M
<br />1 TYPICAL VERTICAL MOU8NBTOTTOELEVATION
<br />1 N T.S ELEVATION
<br />TOP MOUNT LIY1A%
<br />CCONN TYPE (SPAN ABOVE
<br />AS RE 'D
<br />Q) TRLx:nRm)
<br />BOTTOM
<br />OUN
<br />aN (CCNNT TT
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<br />BaTRUILCCATIONON MAY VARY)
<br />N > TOP MOU FIT
<br />{COIN TYPE
<br />AS REQ'D)
<br />BOTTOM MOUNT (oDNN Urn.
<br />TYPE AS REQ'D) (SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y"-20 STITCH
<br />PROVIDED THAT CONNECr10P+6 AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY PIING NITS FASTENED
<br />SPANS ABOVE 8 BELOW DESTRUCTION. OVERLAPS • MBDSPAN (USE
<br />4PPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />MVH2 WIND ZONE 4 a ESSENTIAL FACILITIES ''. 1 I
<br />M MAXIMu
<br />DES"
<br />ABLE
<br />LLOWILm4.l
<br />INSTALLATIONS LESS INSTALLATIONS GREATER
<br />PRESSURE
<br />SPANA
<br />TNAN 30' ABOVE GRADE THAN 30' ABOVE GRADE
<br />(PST)
<br />• 30
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<br />ISPAN SCHEDULE NOTES:
<br />I. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD a PANEL FASTENER SPACING TO
<br />DETERMINEMAXIMUM MU M ALLOWABLE STORM PANEL
<br />I
<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 />("F"-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 />I. ENifR SPAN SCH LE WITH POSITIVE DESIGN LOAD T DETERMINE
<br />EDU SIG O O ETER
<br />MINMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 3 THROUGH 1 THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS R IRED.
<br />FRANK BENN4 D IE
<br />l PEMH65M9G EBBS
<br />MAXIMUM ALLOWABLEW°"°
<br />DESIGN PRESSURES:
<br />AS rMED IN DESIGN
<br />SCHEDULES
<br />DESIGN NOTES: �
<br />DESIGN PRESSURES
<br />a
<br />POSITIVE AND NEGATIVE CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />W n 3
<br />SEPARATE ENGINEERING TN ACCORDANCE WITH THE
<br />�N
<br />GOVERNINGCODE. PRESSURE REWIREMENTSAS
<br />CETERM[NED IN ACCORDANCE WITTH ASCE 7 AND CHAPTER
<br />1 q
<br />1609 OF THE FLOPI DA BUILDING CODE SHALL BE LESS THAN
<br />I!
<br />ORE ALTO THE POSITIVE OR NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOP. ANY
<br />( ¢< uS
<br />ASSEMBLY AS SHOWN,
<br />-
<br />-+ N
<br />L�
<br />GENERAL NOTES:
<br />= 01
<br />1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />O W
<br />ACCORDANCE WITH THE REpUIRlIMENTS Of THE FLORIDA BUILDRG CODE
<br />SEVENTH EDITION ((1020) FUR USE INSIDE AND OUTSIDE OF THE NVMZ. OE0.
<br />TAB 201, 202 AND 203 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />(y)
<br />APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />ADORIONALSITE-SPECIFIC SEALED ENGINEERING.
<br />2. NO 334/1M INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM.
<br />3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT
<br />SUPlRSrRUCn1RE WITH WHICH THIS DESIGN IS USEDSHALL BE RESPONSIBLE
<br />(•%
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />O
<br />q
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR,
<br />4. SEPARATE STYE.SPECIEC'SEAL[D ENGENEERING SHALL M R[ppUIRE. IN
<br />ORDER TO DEVIATE FRON LOADS, Dl FLCC7tON6, 00. SPANS LONTAIIJED
<br />Tg•
<br />HEREIN. CONTACT THIS ENGINEER FOR ALTENIATE SPAN CALCULATIONS AS
<br />d
<br />MAY BE RSUC.
<br />�2
<br />DETAILED HRE[N 35 G[NERC AND DOES NOT PROVIDE TH[Q
<br />INFORMATION FOR A SPECIFIC SI FOR SITE CONDITIONS DIFFERENT FROM
<br />1 2,
<br />LU $$
<br />IA `
<br />THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED
<br />ARCHUSCTSHA LPREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
<br />` A
<br />CONIUNCTIOfI VMM THIS DOCUMENT.
<br />:I
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
<br />N
<br />y
<br />7. ALL FASTENERS TO BE Y-L OR GREATER SAE GRADES UNLESS NOTED
<br />LiIn
<br />OTHERWISE, FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE
<br />CORROSION MATERIAL ANDSHALLCOMPLY WITH 'SPECIFICATIONS
<br />Z
<br />-RESISTANT
<br />FOR ALUMINUM STRUCTURES' SECTION 3.2 SYTHE ALUMINUM ASSOCIATION.
<br />�I
<br />IN L
<br />INC., & ANY APPUCABLE FEDERAL. STATE, AND/OR LOCAL CODES.
<br />8. ALL STORM PANELS SMALL 69 I.GA STEEL - 11tl".
<br />9. STOR PANELS SMALL CONFORM TO ASTH M53 STRUCTURAL O UALITY
<br />STEEL, G8 GALVANIZED COATING WITH A MINIMUM FY-48.1 KSI.
<br />S
<br />LU
<br />S0. ALL ALUMINUM EXTRUSIONS SMALL BE 60631T6 ALUMINUM ALLOY,
<br />RRR
<br />UNLESS NOTED OTHERWISE.
<br />11. TOP B 6OTTOM ORATES SHM;N MAYBE INTERCMANGED - FSLD
<br />4
<br />CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR
<br />HOWONTALLY AS APPLICABLE.
<br />12. CONCRETEANCHORSN ONEREINSHALLBEEMBEDDEOTO
<br />Q
<br />14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRLCTURAL DESIGN AS
<br />OWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR IN. L
<br />NDEMNIFIES a SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
<br />yyppqq
<br />him
<br />C
<br />!
<br />f
<br />x � 1�
<br />INCLUDING LEGAL FEES B APPELLATE FEES RESULTING FROM MATERIAL
<br />FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT
<br />aE E
<br />3 R
<br />LVMICM M CALLED FOR RY LOCAL, STATE, A FEDERAL CODE 8 FROM
<br />DEVIATIOMS OF TM35 PLAN
<br />e
<br />a
<br />E5 a
<br />@ tJ
<br />I& ECCEPTAS EXPRESSLY PROVIDED HEREIN, NO ADDIRONAL
<br />CERTIFICATIDNS OR AFFIRMATIONS ARE INTENDED.
<br />V
<br />19 ALTERATIONS; ADDITIONS. OR OTNlR MARKINGS TO THIS DOCU MIMT
<br />�
<br />ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
<br />17. PANELS SMALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />R
<br />E
<br />PER EVERY ].0 FEET CONTAINING THE FOLLOMVING INMPHATION'
<br />ALL AMERICR SHUTTERS RD GLASS
<br />y
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<br />WEST PALM BEACH, FL
<br />TAS 201, TAS 202 &TAS 203
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<br />FLORIDA PRODUCT APPROVAL NUMBER
<br />Q/A6RIMIKINIIIIpplE
<br />20-31543
<br />VISIT ECALC.IOI31643 ■ $j�
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<br />MINIMUM ALLOWABLE SPAN SCHEDULE �=
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<br />L$ M
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<br />I. SEWS SHOWN rlPf ARE MINIMUM ALIOwA4lE SA4nS BASED ON ANY CON9tNAi10N O MW nTING U)
<br />CONDITIONS AT TYP OR BOTTOM AAMEL LEMGTNS 1855 THnN THOSB ACTED 1N TABU ABOYE AAE' NOT
<br />ACC EPfAaE.
<br />MO -II- MMI GLASS IS RfQUIR[O WMEN PANEL LENGTH 15 GAEATER null THAT NO*ED TOR
<br />nlSPECT1vt NOUMTING CONMNAi10N ABOVE
<br />I SIDf CIDRMtS R IAlO FM Any BUILpOUT MGYrTS IN iABIL ABOVE WMPP! BIOf C105UPE5 Mf NOT flu
<br />USfO WIiM BUItDOIrT MOUNTING [OIbITIONS. R[QutaFO SEPARATION FRO, QA55 S,ull Y AER (PETAIL 'F
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<br />FOA5PSE. TNTPIANBNMGEH mR .roN B"OTHMt1N1
<br />121-OPa1Oi«M.
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<br />BONF5WI A (A!R WAII'.), UNNr MOUNTING On0
<br />4 MN MDAAMd
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<br />,OPTIONAL INTERIOR FASTENING DETAIL
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<br />SPACJNG TABLE,
<br />PANEL AD)ACEM T9
<br />ECNtss A-,)
<br />20-31S43
<br />M OPTIONAL EGRESS PANEL DETAIL
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<br />INTERIOR FASTENING
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<br />41
<br />fRNYKOMNARD0. M:
<br />H6 I PEO`K C ! axis
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<br />I•�2.990' 2-250"
<br />j•2.250"� a094"-"�0.066" {f, 'eu Bluux"
<br />2 25a• .LAY ,,.�.
<br />--Ip.-o 094" o.7so" 1� ?
<br />0.094".125• 8.094" N-
<br />QD.L75" 'o� 18 GA $�
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<br />.�.I x.WO" -J020 0" 250" --) 2.000' I-- TYP.
<br />2,OW' I- W U _
<br />4,121" 1.180" V H• 1EADER •U` I£ALp! H1LD-DUT V I,EAOER 1= J-PIN ELOBURE n� r-
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<br />1.51 I.
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<br />yIj.,...J1��I-6.655" 0.19rL' I'��-7�r-��D.b�S" 0.19b"-�yy JH�-� r-O��SS " a.350" 1.007" 0.�J3" •1" �¢" L li
<br />H (2.SOD'PANELCWERAGE y.L� °"L11 3-"j.1.1 1 °°�L-1 0.524" 0.21�
<br />14.875° PANEL LENGTH Lrr, D.545" ,150• $ W
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<br />0.190 ' �_`Tv Z
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<br />O.1B8"J > .Ere �,25'MAX1(SUD
<br />MAX. �Kw
<br />BUILD -OUT r o-u ILL
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<br />WMI YOIH I.1 ,S 1Rr Urn
<br />DISTANCE
<br />... A r 1.0110'
<br />a EMBED Y.a9's
<br />1 DOD" m� _s Tc3 P-, s a s HISS
<br />OVERLAP 3.820"M P
<br />K MAX.
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<br />25' MAX. _ V
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<br />uT sal
<br />M In d
<br />T 1.500'
<br />MIN.' 9 a
<br />nF�SI nfARNER CLOSIRCE DETAIL C s f..,. N � r��
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<br />/1 TMPMWMCLOSU0.E DECAIl n--r. -r.J �I jj
<br />U' x.T.S � 11 H Ilia
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS a 12. S' D.C.
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<br />T1Te MP
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<br />.,Pro Ln n w x•
<br />>,ACOMA 177►E II
<br />COIN T37L
<br />CS C2 C3 C4
<br />EOIIN TIT!
<br />C1 C2 C3 C4
<br />CS C2 C3 C4
<br />LR" . r EMBED 33
<br />. rW 41
<br />48
<br />52
<br />T2
<br />L2S
<br />160 160"
<br />109
<br />125'
<br />3 60
<br />16.0 75'
<br />2.
<br />1 5
<br />Sb 6. "
<br />16 0 0 7
<br />12. T
<br />18.0' 16.0'
<br />8 6'
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<br />16 0'
<br />15 B S'
<br />D
<br />]2. T'
<br />SB D 14.B 6. "
<br />D
<br />12 5
<br />16.0" 16.0-
<br />7.5'
<br />12 S
<br />16 0
<br />141' 6 0
<br />12 S'
<br />1 d '
<br />6 0 1 .7 6.0"
<br />12.5
<br />12T
<br />is a- 16.0"
<br />III D' 14.7^
<br />6.9'
<br />60"
<br />12.5'
<br />12.S"
<br />.a:.'.
<br />f60
<br />14.7' 6.D'
<br />l47" E.-
<br />12.5
<br />12.5
<br />4 T'
<br />I6 0 1 6 0"
<br />14]
<br />16.0 6 0
<br />O
<br />'I' 1 1a°CM110N U 33
<br />L•100DSCREW 41
<br />46
<br />32
<br />R
<br />L25
<br />160'160
<br />10.1
<br />12 S'160'
<br />11.1" 70"
<br />725
<br />16.0'308 62"
<br />5 t2
<br />1 6 0 11.1"
<br />&1
<br />12 S'
<br />160
<br />97 5.6'
<br />125'
<br />16.0" 9.7' 1.6"
<br />L2 5'
<br />12. 3'
<br />12,S
<br />160 120"
<br />ma-11.1"
<br />160' 9.6'
<br />7.0'
<br />64"
<br />5 6'
<br />12 5
<br />11. 5'
<br />1 .S'
<br />2
<br />16 0'
<br />16.0'
<br />56.0'
<br />9 6' 5.6'
<br />B6' 5.E.
<br />S '
<br />96' 6
<br />12 5'
<br />12T'
<br />125"
<br />36.1. 9.6" S.fi"
<br />160' 96 S.6"
<br />16.0" 9.6" 5.6"
<br />1/4'a5-V4'CH BCD 33
<br />TAP CRA'CFAS. 41
<br />4B
<br />72
<br />12.5
<br />160' 16.0'
<br />125'
<br />16.0'
<br />11.5"
<br />12.5'
<br />16.0' SO2'
<br />16.0" 9.2" om
<br />12 5
<br />16 0' 113'
<br />12 5"
<br />16.0
<br />9 2
<br />12.5"
<br />t2.s
<br />16,0 11.4"
<br />12.5'
<br />Sb 0'
<br />9 1
<br />] 2 T'
<br />• 9 ^
<br />16.0 .i
<br />12.5
<br />12.E
<br />16.0' 10.5'
<br />16.0' 9.1'
<br />12.5'
<br />115'
<br />160'
<br />16 U'
<br />9 L'
<br />9.1'
<br />]2. S'
<br />5' 12
<br />16.0, 9.1'
<br />16.0• 9.1'
<br />7 lU' . ' fT ENeED 33
<br />41
<br />WOOD BU5NIpcyy 46
<br />5E
<br />(
<br />I.T1
<br />160 8.6"
<br />7.3"
<br />12.5
<br />15.5'
<br />60 51'
<br />12.5'
<br />13.8" 513. 45'
<br />IZ.51d
<br />18.0 7.0'
<br />S.9"
<br />12.E
<br />12.5'
<br />4a4P 4]"
<br />623'
<br />124" 4B' 41'
<br />L25
<br />154 59
<br />S0
<br />62S'
<br />1 23'
<br />47' 40
<br />6 25"
<br />32.7' 4,J 4 0"
<br />12.5
<br />4. ' S.5'
<br />1 2
<br />4 7
<br />6 25'
<br />12.3'
<br />4 T' 4.O'
<br />S 5'
<br />2
<br />3" 4 "
<br />12 4.7' 0
<br />6.25
<br />12 3" 4.7'
<br />4 0"
<br />D 25'
<br />32.3
<br />4 7" 4.0'
<br />6 23"
<br />12 3' 4
<br />ANCHOR NOTES:
<br />I. ANCHOR SCHEDULE APPLIES TDALL PRODUCTS CERTIFIED HEREIN BUT Y ONL PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2. AN ENTER CHOR SCHEDULE BASED OIN PANEL FASTENER SPACING. THE EXISTING STRUCTURE
<br />ATE MRIAL, B ANCHOR TYPE SELECT CMGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAMSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR 1DENTI FICATION QF CONNECTION TYPE).
<br />3. "PAWL FASTENERS" ARE STUDS USED IN CONJUNCTION
<br />OW UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />I.r_TPACK, STUDDED ANGLE, ETC.). USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H'- AND 'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS)
<br />4. ANCHORS SHALL BE INSTALLED ill ACCORDANCE WITH MANUFACTURERS' RECOMMENQATIONS
<br />S. HOLLOW BLOCK HOST STRICTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6. MtMMUM EMBEDMENT SHALL BE 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 />ADEQUATELY TRANSFERLOADS TO HOST STRICTURE.
<br />S. OCONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQVATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />I.D.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMIN
<br />G, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4` (MIN.) WOOD STUD (%" EDGE DISTANCE IS ACCEPTABLE FOP. WOOD
<br />FRAMING) WOOD STUD SHALL BE `SOUTHERN PINE^ G-O, 55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />I . REMOVABLE ANCHORS ARE: DEWALT PANELMA - TE ALL FEINTS SOLID -SET 8 BRA &ISHndG.
<br />L2. MACHINE SCREWS SMALL HAVE lJ2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13. MINMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES.
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />I5. * DIRECT MOUNTING CONDITIONS-
<br />1 6 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
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<br />_20-31543._I
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