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INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL 1
<br />Ez1/1e, INTO POURED CONCRETE, CONCKTE BLOCK AND WOOD STRUCTURES
<br />Ezi W/18 ANCHORS
<br />--
<br />-__(SEE SECTION Q, s ALTERNATIVE QTw ON SHEET le)__..
<br />FISUNG POURED �.
<br />WEL (PIKE
<br />�p.� .� 'T• LrEI.. CONCRETE OR '
<br />\✓� NOTE 2) -w� �:INDIE CONCRETE aLOCK •,.� J ANCHOR a 12" 0C.
<br />i ENO ' - �tjt8"•ALUwNOu 1 � REWWEO. �
<br />RIVET *LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE I 1/4.0 IAPCON 1. t•- +14,1r HEX HEAD TFX pID00 _ Jlt4r t' HEX HEAD TEK L
<br />PROVIDED W/ REAR HANDLE TO FACdIlTATE INSTALLATION IF tNTENOEp I ANCHOR a 12' OC - SCREW a 64' FROM /EQMED i SCREW e�/r• FROM p_- �'%
<br />I TO BE INSTALLED FROM INSIDE OF STRUCTURE. EDGE ,y �Tj EDGE OF VJ
<br />AT T PFR � ( I F ' O L4.J i�
<br />i t
<br />INNEL _ _®
<br />-I-7-1-r'{t(I��INITIoN OF SF c 2000: E-z HANG STORM PANEL SYSTEM I F D T• - - - - M = FO C.,Q N Q
<br />1 I (ENU PANEL iwriAIOR PANEL) (INTERgR PMIELEE� (MFERIOR P9*1) (END RJFIEIIMAX CONcr-
<br />S' T NG Of PANEL + Cont TRICKS TOP A BOTTOM I I tn"
<br />SEE NOTES 2. 3, 4 I 4 ly
<br />1 SEE NOTES 2, 3. (2). ENO PANELS SHALL ALWAjjS BE CONNECTED TO BOTTOM TRACK )/r•!-Hat•
<br />4lx• (V tA•timn' M1 _. ___i a ,/.• Rc� �R I N O A
<br />3 ) I OTHERWISE A STOP BAR SHALL B£ 1PRGI)OEO AT TOP OF SUCH 1 } ss ePLrs M e t I en N
<br />1! PANEL LENGTH PANELS Y 1 �`MIIM 11 I 1/2'
<br />All
<br />' } e 40 D PA.r p T Kn 1 t2 MN wFE1
<br />.. I-SEPAMI%1N 1' Min C1.1
<br />r0
<br />1 (s) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION EXISTING N TO CUSS A_WM EY SINc p SEPARATION I t-0Y _ y Y
<br />• 4,g _ L i SHALL CONSIST OF 1/4's-20x3/4' M.S. W/ 7/BY.3/31' WINO. JI GLA55 --N 1) IN P CU,gS"11 TB GLASS. POP 3 �`
<br />II ]TID iNvlfli w/ 1/4e-2px 1' NUT OR 1/4"ex3/4' hin THUMBSCREW INTO TAPPED BOTTOM 1 N B ( 1Z s a1
<br />! 1 BOL75 W/t®• FA OVERLAP TRACK LOCATION OF FASTENERS MAY BE AT ETCHER OF TWO IL - -- °
<br />(SEE SELTIOINS APPLICAR£) Eirm"R MT FLANGES Or END PANEL. 1/4•.-Ar -. N -r_-- 6'-0' u. - /� -: O 6'-0' p L- Q
<br />MAY
<br />MAX Ji
<br />- _ _ __� _ 1" (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM o G e R 1 I PANEL iH • s. Ran • N I I PANEL LENGTH ! I 3 3
<br />-.- - -. - -- - I MAN I TRACK (I e A STOP BAR IS ONLY USED AT TOP) AT LEAST TWG
<br />e PANELS SWILL BE CONNECTED TO BOTTOM TRACK LASING SPECS n -- r
<br />JJ_Li1J_LLJJILIJJ_L�iJJ1LL_)1�1L1J11L_JJ_LLJJ1gLJJ_11JJ 1_-_ PANELINDICAS TO
<br />NOTE TRACK
<br />ABOVE_ O SUCH CASE, CONNECTION OF SEPARATION
<br />I ; x I a)
<br />( PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. N `1 SEPARATIONWill1-J/4'e-20,2' S0R
<br />v _ I ° v -... n 10 C1A55 1 � p To CUSS THW185CREW OF V I v1 C1
<br />n p '/4"A-ZO,2' Or -L- B I
<br />• SEE NOTE 4 __: - • ! �. S' F=-T
<br />( TMUMBSCREw 01I E=_MittSSE 9(7'� �gg SEE 1' W, IOHIS ONLY VALID FOR WINNOTE x /V,.4y ANCIWRS1101E 3 UP TO t70 m.p.h.
<br />H I
<br />-_-_-fSEE SECTION Ell A ALTERNATIVE EVEN ON SHEET 1e) _-_. ) O
<br />EU I
<br />E21/18, T T Eo
<br />EZtW/18
<br />:+ -1 to 4'0 TAPCON ANCHOR
<br />TYPICAL. ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (iD SYSTEM (t) � l I 12' OC
<br />1/4'0 TAPCON { ?'AA' 11000
<br />EXISTING POURED
<br />. _ �... ANCHOR O t2' D r COI/CRETE OR PLATE
<br />REoi11RE0
<br />2.887'(MN WRAP /K, `�. GAPGONCRLTE BLOCK . -
<br />., MIOLE WN1LY) REWIRED -
<br />WALL MOUNTING
<br />BALL MOUNTING
<br />MAX. CAP '^ % SCALE 3/8-1"N EZI SCALE TIVE ALT8-E21W
<br />SECTION A -A ABn„ tUl IgpHr4 aN,Plpali�t�
<br />SCARF 3/32'x!` s`�Q'�F,�A: Tl1(/trir4 ar �41 •... ..,,..•�9�
<br />�P�:•'' •'':`/9ys FLORIDA BUILDING CODE Non High YelocitHurricane Zone),JCENSE' '�-. FLORIDA BUILDING CODE (Non High Ye)o,'dt Hurricane tom)
<br />441 BT i ", Eta 24 GAGE GALVANIZED STEEL STORM PANEL nw�.'w. * MIN. PANEL LENGTH F',
<br />1 j olow 9,iD0. Rc. r1.
<br />* 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-6' i * t o24 GAGE GALVANIZED STEEL STORM PAIfEIIaA+N m I L E C O NNe GLOBAL PROTECTION PRODUGTS, LLC. d/ ° Off?PRESSURE RATING ♦/- 40.0 I,cf. AND 6'-D' MAX STATED PANEL LENGTH. IO IHe. GLOBAL PROTECTbti PRODUCTS, LLC.
<br />P A ENn t,IMFun e1L'1151- T 2. FDR NEW WOOD fTXAME CONSTRUCTION: WOOD �.'fl,(ID / CHID N v,w 20-175 .1 � 14op=Ii.. Han r.~,m AH iJm An-,M, MgNL (eA.pee-T>N. rAK I.i.%eA-e»T t�Lim - aNRINE[Ru10 cOMPb Y •e➢o A r S+ S1dFT
<br />MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC • 'H"1 O1m`^ 20-175
<br />'$P F " .......•„� ,., / 4' S/ONALEt1�AN'/ NW. uNn »a .Irm,.>•-,sH Mira. I.s.Mr->s.s ra cwXwR-rsr
<br />/� cA-QPPiIIr - oivooiN N• DENSITY OF 0.55 OR EO(UL NT CA-Coer,e dumllc w
<br />JArrrr NATINK7DMC HULA A. 'air, .. P I m.
<br />,NNunptLt N,) ruuRNH _.mN1r,rRCJ➢„1e
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<br />ENGINEERING EXPRESS'
<br />PRODUCT EVALUATION REPORT
<br />September IS. 2020
<br />Application Number
<br />17889 1 - R2
<br />EX Project Number
<br />20-31543
<br />Pr anufa urer
<br />Product M cl
<br />All American Snorters and Glass
<br />Manufacturer Address
<br />1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name & Description
<br />24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation.
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Protesswnal Regulation (Florida Building Commission) Rule Chapter
<br />61G20-3 005, F.A C , for statewide acceptance per Method I (d) The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Budding 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 pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />CTV
<br />[T•aU33AtiL1ON DOCUMENTS
<br />dr'24 a Galvanized Steel Storrs Panels (HVHZ & Non-HVHZ) sheets 1-5.
<br />prepared DY Engineering Express. signed & sealed try 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 test standards per test
<br />reprints) a6T-ASG 17- 001 try 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) /IBT.ASG-17-001 by Blackwalat Testing Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering caiculahnns have been prepared which evaluate the product based on
<br />comparative andior rational analysts to quality the following design cotena
<br />I Maximum AllowaDe 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 />TEAMOENGI NE FRINGExPREs S.COM
<br />E NGINEERINGEXPRESS.COM
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<br />ALL American Shutters and Glass - 24Ka Galvanized Steel Storrs] Pancls
<br />No 33% increase In allowable stress has been used In the design of this product.
<br />Separation from glazing is not required lot 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 repori(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 schedulers) on the
<br />I engineering
<br />respective Product Evaluation Document (e erg a rig drawing) rig)
<br />Installation
<br />This product shall be installed in strict compliance with Is respective Product Evaluation Document It e
<br />engineering drawing) along with all components noted therein
<br />Product components shall be of The material specified in that products respective Product Evaluation
<br />Document U e engineering drawing)
<br />Limitations & 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 />All supposing host structures shall be designed to rests) all superimposed loads and shall be of a material
<br />fisted m 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 />All components whi
<br />ch are Dernanenli mstaxed shall be protected against corrosion. mn. contamination and
<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. PL
<br />ENGINEERING EXPRESS"
<br />OpFt NMNTg4Y I Cen Auth 9884;
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396.9999
<br />TEAM @ERG IMEERINGEXPRESS. CON
<br />ENGINEERINGE.XPRESS.COM
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<br />ALL AMERICAN SHUTf ERS AND GLASS l
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOW HVHZ)
<br />WIDTH UNLIMITED
<br />�WERP. TO PANEL SPAN)
<br />TOP MOUNT (CONN TYP.
<br />TYPE AS REQ'D) SECTIONS
<br />y
<br />OPTIOPIALL 20 BIFIRO
<br />BOLTS WASHEREO
<br />W)NGNUTS FASTENED Ie
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<br />OVERLAPS O MIDSPAN (USE
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<br />APPROPRIATE SPAN TABLE)
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<br />PLANVIEW
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<br />RD.1SE.
<br />( 1)
<br />BOTTOM MOUNT
<br />(CONN TYPE AS
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<br />RFQ'D)
<br />M.391`
<br />MAY BE AT
<br />a BOTTOM
<br />TYPICAL VERTICAL MOUNT
<br />ELEVATION
<br />1 N T =.
<br />ELEV AT[ON
<br />TOP MOUNT
<br />{CONK TYPE
<br />Air RE D 1 Q
<br />Lmax
<br />(SPAN ABOVE
<br />TRUCTICM )
<br />BOTTOM
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<br />(LOCATION MAY VARY)
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<br />(OINK TYPE
<br />AS REQ'D)
<br />BOTTOM MOUNT fNNN
<br />Lrn-
<br />(SPAN BELOW
<br />TYPEAS REQ'D)
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED.
<br />OPTION AL4--2D STITCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WING NUTS FASTENED @
<br />SPANS ABOVE a BELDL4 OBSTRUCTION.
<br />OJ6RLAPS O MTDSPAN (USE
<br />4PDRtTHNUA,TE $PAN TABLE )
<br />VERTICAL MOUNT
<br />ELEVATION
<br />2 NOTCHED PANELS
<br />1 r, -'...
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL SFPAM TM) kROM GLA C. .
<br />1HVHZ, WINK ZONE 4 6 ESSENTIAL FACH II IESI
<br />NuxNMtlaR'
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<br />1lAlON
<br />O(E�SWI
<br />, TAIATAS AT EN
<br />PREif htTN•FI
<br />/NVN 30'ABOwE GRACE IRAN 3U'ABOVE GRACE
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<br />• •30 13GDm
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<br />130.Om
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<br />6.06M 1.16m
<br />+/-50
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<br />608. J35f1
<br />6091n 253m
<br />6.111" _ 2121"
<br />6.12 m._. - 2M K.
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<br />a3.2m
<br />ri/4S
<br />598m
<br />Iro
<br />364M
<br />SPAN SC:HLL)ULL NU i L5:
<br />1. ENTER SPAN StHETULWITH NEGATIV
<br />E
<br />DESIGN LOAD 6 PANEL FASTENER SPACING TO
<br />DEMMINE MAXIMUM ALLOWABLE 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 />(*P-TRACK. STUDDED ANGLE. ETC.) USE 6 25'
<br />D.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H"- ANO'U"-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3. LINEAR INTERPOLATION BET WEEN LOADS IS
<br />RHIGHER ACCEPTABLE. OTHERWISE USE NEXT -ID4.-D_ -
<br />GLASS SEPARATION NOTES:
<br />N PAN 11 1 WITH v N T r 1 ENTER S SC EP LE I POSITIVE DESIGN LOAD O DETERMINE
<br />NE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2- SCHEDULE 15 REQUIRED FOR USE WITH POSTrIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />F N TA F THE HVHZ AND T 3 OR I S LUry/1N50UT51DE0 E OUTSIDE Of FSSEMl L
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS HOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />CO
<br />RWIK eEr ..O PE
<br />I PECY+ 6 19 �. PEA.
<br />-
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:m.''
<br />J
<br />i.1
<br />jaio'
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />a a
<br />POS[TNE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />f m $ X
<br />SEPARATE ENG INEi=RING IN ACCORDANCE WITH THE
<br />GOVERNING CODE,PRESSURE REOUI REMENTS AS
<br />DETERMINED IN ACCORDANCE WITH 7 AND CHAPTER
<br />➢N w
<br />ASCE
<br />1609 OF THE FLOW OR BUILDING, CODE SHALL BE LESS THAN
<br />OR UAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />?
<br />Q
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN
<br />IS
<br />« m
<br />D w
<br />GENERAL NOTES:
<br />A
<br />I. THIS SPECIFICATION HAS BEEN DESIGNED AND SMALL BE FABRICATED IN
<br />ACCORDANCE WITH THE RMUIREMENT80F THE FLORIDA BUILDING CODE
<br />OW
<br />SEVENTH EDITION {{207D)) POR USE TMSIDE AND OUTSIDE OF THE NVH2; PER
<br />TAS 201, 202 AND 2D3 T45r PROTOCOLS. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LJDCAL BUILDING CODE ANENDM ENTS WHICH MAY
<br />(n
<br />APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />ADDITIONAL SITE-SPECInC SEALED ENGINEERING.
<br />(�
<br />2 NO ll-W,M, INCREASE IN ALLOWABLE STRESS HAS REEK USED IN THE
<br />DESIGN OF THIS 6YSTEM.
<br />V)
<br />3. THE ARCHTTECT111GINE 1 OF RECORD FOR THE PROTECT
<br />SUPERSTRUCURE W1TN W NTC I Ta. DEYIGN IS USED SHALL BE RESPONSIBLE
<br />,�
<br />-
<br />FOR THE INTEGRITY DF ALL SUPPORTING SURFACES TO THIS DESIG14 WHICH
<br />Q
<br />SHALL BE COORDINATED BYTHE PERNIMRIG CONTRACTOR,
<br />4 SEPARATE'SITESPCCIFIC'SEALCD ENGINEERING SHALL BE R EEQQ➢IRED UI
<br />n
<br />ORDER TO DEVIATE FROM LOADS, DEFLECTIONS, OR SPANS CONTADJED
<br />Q $
<br />4
<br />HE+Etri. CONTACT THIS ENGINEER FOR ALTERNATE SPArN LALLUUT70115 A6
<br />MAY BE REQUIRED
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<br />5 tH[ SYSTEM DETAtLED HEREN IS GeNERIC AND DOES NOT PROVIDEINF
<br />CG u ry
<br />N
<br />THE RMATIONCONDM FOR A SITE N FROM
<br />THE A
<br />'� •
<br />C
<br />CONDITIONS OETAl RE HEREIN• LICENSED ENGIN EER OR 0.EGffTERED
<br />ALLIEDSPECIF(SITE, ILI O OWNER AR-EGUFT
<br />ALL PREPARESITESPECIFIC DOCUMf HIS FOR USE IN
<br />i ,y
<br />2
<br />Z
<br />a
<br />C. NjUNCTSH
<br />6. DESIGN RESS R ES DOCUMENT
<br />6. DESIGN PRESSURES N17TED HEREIN .ARE BASED ON MAXIMUM TESTED
<br />=
<br />}
<br />PRO-SSURFS DIVIDED BY A L5 SAFETY FACTOR.
<br />7. ALL FASTENERS TO BE '/.•O (A GREATER SAE GRAD! 5 UNLESS NOTED
<br />?O
<br />OTHERWISE. FASTENERS SHALL B E CADMIUM -PLATED OR OTHERWISE
<br />"'p.,
<br />Z.n
<br />CORROSION -RESISTANT MATERIAL ANDSHALL COMPLY YNTTH -SPECIFICATIONS
<br />FOR ALUMINUM STRUCTURES SECTfOH 3. 3 BY THE ALUMINUM ASSOCIATION.
<br />INC.: & ANY APPLICABLE FEDERAL. STATE, AND/OR LOCAL CODES
<br />LJ 3
<br />¢
<br />B ALLSTDRM PANELS SNALL BE 24GA STEEL.0.024"
<br />e STORM PANELS ASn9 A633 ST UALi
<br />CC
<br />8.1U 1.
<br />ED C CONFORM ti KSI.
<br />STELA. GEES GALVANIZED COATING WITH A MINIMUM
<br />W
<br />d
<br />L
<br />SHALL BE6063-T6 ALUMINUM ALLOY,
<br />IO ALL ALUMINUM
<br />OTEDALUMINUM OTHERWISE.
<br />UNLESS NOTED O1HERiVISE
<br />TOP BOTTOM OETAI YIN MAY BE INTERCHANGED AS FIELD
<br />Q
<br />CONDITIONN S DTDTATPP PANELS M NAY BE M WITIID VERTICALLY OR
<br />O EI5
<br />Y
<br />HORT2DNTALLAS APPLICABLE.
<br />J
<br />J
<br />II. CONC TE MICA SNO EDH T S ALL BE EMBEDDED TD AE OR T EAE N M
<br />Q
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />MANUFACTURERS RECOMMENDATIONS.
<br />11 THE CONTRACTOR RESPONSIBLE TO INSULATE OR PROTECT ALL
<br />MEMBERS FROM DISSIMILAR MATERIALS TO REVENT ELEC7kOLLY'I5.
<br />M ENGINEER SEAL AFFIXED HERETO VALIDATE5 STRAXTV RAL OB[c>rN AS
<br />SHOWN ONLY. USE Of THIS SPECIFICATION BY CONTRACTOR, el..1.
<br />L f SAVES HARMLESS TE FEES
<br />RESULTING
<br />FOR ALL COST • OANAr
<br />INCLUDINGLEGALFEESa APPELLATEFEESRESULTING FROM
<br />ACTT MATERIAL
<br />FABRICATION, SYSTEM [RECKON, &CONSTRUCTION PRACTICES BEYOND THAT
<br />AYHICH Is CALLED FOR BY LOCAL, STATE, A FEDERAL CODES B FROM
<br />ON as OF THIS PLAN.
<br />13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDMONAL
<br />CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED.
<br />IS_ ALTERATIONS; ADDITIONS OR OTHER MARIO.GS TO THIS DOCUMENT
<br />ARE NOT PERK ITTED ANO OPNALIDATE THIS CERTIFICATION
<br />J7. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />ER EVERY 3.0 FEET, CONTAINING -THE FOLLOWING IN FORMATION!
<br />)PIDA PRODUCT APPROVAL NUMBER
<br />-�
<br />n+lain Hw,n lExxMWr.
<br />20-31543
<br />RCA
<br />VISIT ECALC.101S16d3
<br />ff
<br />rAee ocicR[PTIQNI
<br />MNT aX611�IDEXPRBPB cowaroRE
<br />loRAwrtDll•LEL,nx RD'RRTxAa�L„F®
<br />�
<br />_
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />T
<br />TOP
<br />MOUNT
<br />f
<br />jI
<br />d-
<br />0
<br />Y
<br />•H" 4.04.1
<br />0"
<br />0,
<br />01
<br />23"
<br />24C
<br />7
<br />22
<br />f
<br />Or
<br />2A'
<br />1 13"
<br />9,WImA v Mond.,D•
<br />P
<br />IF
<br />23'
<br />?r
<br />2S•
<br />2r
<br />N
<br />Cr
<br />24-
<br />2E
<br />28"
<br />f
<br />h5 6 V HAAeer
<br />P
<br />P
<br />0'
<br />Zr
<br />2e
<br />?S
<br />27
<br />2r
<br />IF
<br />Ir
<br />27
<br />24
<br />7
<br />2K565tW
<br />23-
<br />2r
<br />2r
<br />W
<br />W
<br />31"
<br />it'
<br />30,
<br />23`
<br />3D`
<br />it
<br />3r
<br />0
<br />Elul W'F TIArA
<br />2P
<br />24"
<br />2r
<br />W
<br />4F
<br />S0'
<br />2a'
<br />AB•
<br />24-
<br />AB'
<br />]P
<br />53"
<br />Tir a
<br />25"
<br />25'
<br />I"
<br />SO^
<br />W
<br />W'
<br />57
<br />L25-_
<br />SIT
<br />31
<br />O
<br />SWU Nv RAIPUN
<br />s
<br />2 2'
<br />Zr
<br />22`
<br />11•
<br />2V
<br />30'
<br />II^
<br />A.
<br />22"
<br />2a•
<br />_
<br />Ft"
<br />31-
<br />K
<br />DlEvp Mm4R
<br />2 4•
<br />24"
<br />N
<br />3V
<br />4B"
<br />SP
<br />2Br'
<br />4C
<br />2 4'
<br />3W
<br />Sr
<br />V H4.en
<br />O'
<br />P
<br />P
<br />73"
<br />2r
<br />25'
<br />2T
<br />2r
<br />O'
<br />2C
<br />2r
<br />2T
<br />2e'
<br />m
<br />'F b TFA B,
<br />2,T'
<br />24'
<br />2e
<br />30'
<br />4r
<br />3D•
<br />29-
<br />Aar
<br />21
<br />Ar
<br />Y7
<br />51"
<br />BOA Sw Ma,m1J
<br />23
<br />23'
<br />2r
<br />I1'
<br />3P
<br />]I-
<br />11-
<br />3d
<br />2r
<br />7P
<br />It"
<br />337
<br />V T,AKk
<br />19'
<br />78'
<br />28'
<br />3r
<br />5T
<br />Es'
<br />31^
<br />SY
<br />2a'
<br />Sr
<br />37'
<br />5T
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<br />W
<br />�W
<br />0
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<br />UITI
<br />fONDmOM. •r TOF W OGNOM rAMlY IENIEe,f55 nuM ANDS! N01Yo w IANf ABQYC •MI Mir
<br />(n
<br />ALTanaaE
<br />AAA \ (n r QM A 4 l 1 RR nth\ 3 NP SE A I A 3LA5 O REDYI,RN PANfI ,A1,➢TH 5 URN iHrN NUT1L FlW EW
<br />AlSPECnVt MNMnNG CUr,nINKnfJN AAOV!
<br />L➢I C1(8uom mtaNE,eL•trt W,eRE 4➢E U[GR,
<br />t•7
<br />.,
<br />I_LAMG colic roas. E UIRED w-1, F
<br />usfn win. Buu➢➢u, NDUN•Tvc ca+DmoNS REQUIRED iFNRAnoN rROH ,L sIw PER, r
<br />wnHCVt 69-
<br />O
<br />°'
<br />TABLE A-15, tO B01H .:R• (YYrT„ OR Sni N BOLTS' AND NM F`'ANfl5. Wit''A NU
<br />'As
<br />'As*EwK • Iz i CEP 4.a QX
<br />Z
<br />A s•Mis IMY SP4N W' NINIMVH UBNM<➢NL f I l Rf THE oP.riEHl•, id QF IgnUM uoSUa{3 •eA
<br />,a:- "T. UEIAK 'k' t, U9E- -1 M0YNn NG CJ m➢N 6HCMt IN THESE oiuwtK
<br />a
<br />r OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />In
<br />WN d
<br />2 _
<br />NozV
<br />�pff�
<br />Z r
<br />J£T F•NEl INSTKLLG
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<br />`o
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<br />a11N; WALA So,
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<br />w/ "Oz.
<br />"Oz. MACE
<br />Q
<br />f $$S t1§P
<br />ag'3g�f•i��
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<br />1 STUD WI WS,KFD
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<br />a "
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<br />I
<br />a1NELVN5Ec10rMs
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<br />ti fill
<br />1 11:
<br />9
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<br />14REss ••HILT
<br />w-DPY2NO0
<br />LAvs,APKEM
<br />rwee INIfWPnON:
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />t'2,250" 0a94" r009�" 2 750. �.
<br />2 250" ,r V+3usiuu z
<br />--�0094` 0�750" 1�1 _ rI, u.c 625"
<br />Q 40311"-
<br />P .10
<br />8.b��" i o ry
<br />Q is
<br />gU.094' .09X"T.12U' „ TMP. TYP .. 25 TII^•I tlo
<br />.094^ -I
<br />0.0521 I = D
<br />L 930' 1,930" rY0• �J--D.062 3751-� .(162' ---` �0.125" Z.000"� ¢� v
<br />L 35 -2-000° 0052".250"JJJ -) 20r10" I- -I 2.DOO' �-- TYPI2.. 20' I 1.5%wo -L I.560" 610" I"''. a;` 5' yI-{_.317"0.376 D.]13gD. 1 12.500"PANEL COVERAGE j_' 79"-p "-5" Q9(r0Db�5" Cq�I l f' 8�ss" 03 25 1 oor' -o." ;E.
<br />14.675" PA VEL LEN T1o.15D" p.250� O.OSD'/.�7A CA AIEL l'- T�- 0 �" n T�= MAY EE 0.085".250-t--T.YPr1__ogir.12.Oo4 .. Rrvnmrn 0 0700" 0.7L0' R013S .309'©BU D-OUT •r- IRACK T 1R K E _IR �`C,N�KD WNpA/r 0I)NE ALLL9 _
<br />ZC✓ER.SEO W Tiro i
<br />., nxAL 'r' ANOLE - 1Mtfc fottENMD1
<br />11000' 'It'v:o-•:
<br />R. IN I,.iIn (n
<br />OVERLAP T.::T•.: H[ rI I N
<br />4" MAX. A DOIUIERaOBI1PF OFIAIL ! 25" MAX. - Q -tl`" F _
<br />p 1B8' T J _ :n•KRe7r `(D ' .2S' NIAI
<br />L
<br />N. CK
<br />a
<br />7A,
<br />'=NW O
<br />BUILD-OUT^u".a-T-uc ln-
<br />YYi"11NWI,Y LL
<br />li MUI NI rITRN lie Irinll
<br />DISTANCE
<br />rP
<br />t , nl rQ
<br />eYO•-
<br />1.0 ' J 00
<br />- Q
<br />n-' Eh@ED
<br />- `LVPxI �<Fi eo r
<br />1,000" �� i , an:yer' _r!.rz•L _. a«n,.,J n _Nr.J -
<br />OVERIAP ,r.rJ I 3.82D'y aRmjP
<br />A .S NI.1. :•. - MAX IAtL Mo,MI I.IUsi
<br />rnac'a e:_ 25• MAX 1.500' d a •'
<br />IIrHnUT.S
<br />MN
<br />I L1
<br />R
<br />1
<br />= 1.500' L:r ui,r tic �•nu{. dB��Q-E%I
<br />L • Ha- N.J.1 , MIN I oDc. L .. it w 1 •.T r,"TT ,u,nr $ i1t
<br />U coRr+El, aoalRE OErxt EMBED
<br />�TRAPNWHR CL06URE DETAR e:r..v �EppE1 R■��. .! I
<br />IJ NTB Z M"s A Rat
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENE R5 41 l_ 5
<br />®
<br />' '�'
<br />(lam®��®®
<br />• '�-
<br />-
<br />®��®�®�®tLellTJtA•6•J
<br />EWA Imlyr-Arm
<br />IMMIM
<br />100
<br />Nis///N
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<br />Y//%4���
<br />%
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<br />s"
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<br />sue''MOM
<br />y"A ��n//�
<br />��Y/�
<br />/
<br />qy
<br />®�j��,y�4
<br />ammmmm
<br />f NA- NRGP nKTANrF --
<br />i�nnluutvan•.
<br />IBM
<br />MM
<br />0011
<br />K=KEM
<br />®
<br />I
<br />'
<br />NOTES: ANCHOR R N :
<br />C O S
<br />L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPA) SCHEDULE SHALL APPLY,
<br />2 ENTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING. THE EXISTi14G STRUCTURE
<br />MATERIAL, a ANCHOR TYPE. SELECT DC -SIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELEcr
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR mdNRFICATION OF CONNECT ION TYPE).
<br />3. 'PANEL FASTENERS" ARE STUDS USED IN CVNIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(-F_TRAOC, STUDDED ANGLE, ETC I USE 6 25. O.0 PANEL FASTENER SPAC3NG TABLE VALUES FOR
<br />ALL 'H'• AND 'U'-HEADERS (INCLUDING SUILOOUT CONOMONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFATJRERS' ILECOMMENDATIONS
<br />5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO REIM CW BLOCK
<br />6. MINIMUM 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 LIM17EDTCI 1/4• MAX OP. SHALLBE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />0. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACI(ED CONCRETE ONLY
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY. FIELD
<br />VERIFY T FASTENERS ARE INTOADE ATE WOOD FAA ING MEMBERS, NO PLYWOOD. T TOO A QU W M M M T PLY OCT FASTENING
<br />10 PLYWOOD IS HORS ACCEPTABLE E ONLY FOR SIDE CLOSURE PIECE.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL 6E LOCATED IN
<br />CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD (�" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SNALL BE -sou THERM PIN E-G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />I I REMOVABLE ANCHORS ARE. DEWALT PANELMATE ALL -POINT D-SET B BRASS BUSHING
<br />STHR
<br />L2. MACHLNE 4JIEW5 SHALL HAVE 1/Z" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD LXR WAFER HEAT (SIDEWALK BOLT) U WO
<br />III. MINIMUM E14BEDMEM AND EDGE DISTANCE €XCLUDE`S STUCCO OR OTHER WALL FINISHES.
<br />14, M DESIGNATES ANCHOR C014DI11ONS WHICH ARE NOT ACCEPTABLE USES.
<br />15. * DIRECT MOUNTING CONDITIONS.
<br />L6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ATHCHCIR 5CHEDULES LISTED ON
<br />THIS SHEET
<br />I IA f n gF1
<br />3
<br />RAMNNBPAMN tEnIURRff
<br />1 20-31543 1
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<br />SHEET NO.
<br />SH 1.5.
<br />
|