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<br />[♦ , 1, LUNTEPr,P •-Ale N1 RI R MAN•" ',�E'41OR CAN " MAd1 '.ONSISTN., or PANE_ . Lc, I TRACKS `� .9 P07TOM
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<br />i I ' t eOl rEC1 PANEL; wi 1j4e-7U11' ' MIT OR I/4 ez,'./4 V.n THUMBSCRFW IN!() TAPPE B -.TOM
<br />i � I i 1 5 S BOLTS 1. e i DVE'H1AUv TRAN LCICAT-ON OF FASTENERS MAY BE AT FITHEN OF TWO
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<br />�..?-Y-,I,i. CJNNE IION OF
<br />G U O7E 31 N L C
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<br />A L J ' 1 L L J - L 1. J JJ L L -1-1L L J J 11 i J.J L !_ J _1 I L' 1 J J 1 J JJ; ' i AN[.S TO BOTTOM TRACK MAY OCCJR A' ANY PANEL LDt ATiON
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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (11 SYSTEM (t)
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<br />SECTION A -A ., Hr7ll"'N'
<br />sLFA.1"L�/
<br />�•`�y�P�,I,
<br />•'�''EN `r ', FLORIDA BUILDING CODE Non High Velocity Hurricane 2on6
<br />_ 44167 i 1+2N2 �sam. "` 24 GAGE GALVANIZED STEEL STORM PANEL EN4�+-R,
<br />.
<br />= *.. W, - t : `__ 11 -..
<br />-` Yt GLOBAL PROTECTION PRODUCTS, I.I.C. Prf.;ne91Pe
<br />It ECOIBEE
<br />4' sTATEo�
<br />�iTgI�P .0 ZL 11L TT� -_& E*Q'.EI%N6 CCO4nANr "N79 AM. 5, 5`PLit
<br />D *_ Fz 3`". 20-175
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<br />.H6i1 NEW 1> I% 1e
<br />ENGIr1,j E"1NG
<br />EN13INEERINf3 EXPRESSO
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number 17888.1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name b 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 Florida
<br />Department of Business and Professional Regulation (Florida BWkang Commission) Rule Chapter
<br />61 G2D-3 005, F.A.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 Budding Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-elvaluabon M this product shall be required following pertinent Florida Budding Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />FX drawing $20 31543 titted'24ga Galvanized Steel Storm Panels (HVHZ 8 Non-HVHZ)", sheets 1-5.
<br />prepared by Engineering Express. signed 12 sealed by Frank Sennardo. P E. is an integral part of this
<br />Evaluation Report.
<br />TEST REPORTS
<br />rm Untfostate Structural performance has been tested in accordance with TAS 2D2 test standards pet lest
<br />repon(s) *BT-ASG-17-001 by Biackwater Testing. Inc.
<br />Large mersiler impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test reporl(s) YBT-ASG.17-001 by Slackwaler Taming. Inc.
<br />. STRUCTURAL E�/NEEPoN6�LCU���3
<br />Structural engineering calculations have been prepared which evaluate the product (lased on
<br />comperalive and/or rational analysis to quality the following design cntens.
<br />1 Maximum Allow" Spans
<br />2 Mimmam 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 />TEA M OENGIrifERiNGEAPRE55.COM
<br />ENGINEe PINGEYPRESS. COM
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<br />IVL Page 2 of 2
<br />A11 American Shutters and Glass - NUB Galvanized Steel St1xm Panels
<br />No 33% increase in allowable stress has been used In the design of this product.
<br />Separation from glazing )s 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,sted test report(s), and is
<br />accounted lot 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 schadule(s) on the
<br />respective Product Evaluation Document ().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), along Will all components noted therein
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />Document (I. e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document () e,
<br />engineering drawl as noted herein
<br />rig 7+9 n9)
<br />All supporting host structures shall be designed to resist ail superimposed loads and shall be of a material
<br />Wed 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 sn"pertific basis by a registered
<br />professional engineer.
<br />All components which are permanently Installed shall be protected against corrosion. contamination. and
<br />putt pre W P 9
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High. Velocity Hurricane Zone (HVHZ).
<br />RespCI;tful Iv.
<br />, ,
<br />lt--;�l.
<br />�}� .,
<br />"dP G5H11fAI
<br />Frank Aennardo, PE
<br />ENGINEERING EXPRESS,"
<br />RPP00465491 Cen Auth 9884
<br />160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM qa ENG INEE RINGEXPRE SSCON
<br />ENGiNEERiNGENPRESS.COM
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<br />INSTALLATION TAILS FOR SERIES 2000 E-Z HANG STORM PANEL ) DE
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<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE
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<br />11
<br />pliSTiNG POURED
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<br />ANCHOR O 12' DC. ? ♦ d' FRO. REWIRED , SCFFw a A' FROM
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<br />I
<br />CONCRETE BLOCK ... REOUNtED
<br />REOWRED
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZi ALTERNATIVE E21W
<br />SCALE 3/8=1- SCALE 3/8-1"
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<br />FLORIDA BUILDING CODE(Non High V.IPcif Hvrrlo c.. Z... )
<br />1�5: MIN. PANEL LENGTH 0. 441 1, e P70 •RICSD - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />t DA',,E E,
<br />1. INSTALLATION ARE ONLY VALID FOR MAN. AS.O. DESIGN i
<br />r
<br />%_.• - _ _
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<br />PRESSURE RATING •F/- 40.0 p.B.r AND 6'-0" MAX .O •, $TATF 0..V' 1 1 L E C O IN= or a� 10
<br />_ GLOBAL PROTECTION PRODUCTS, LLC.
<br />'9 ' '�
<br />PANEL LENGTH.
<br />FOR FRAME CONSTRUCTION: WOOD %ya.Y^ fEJE+lu� n,� T7ti1* C I•INERINQ LOYEANY .e60 6tl 51 51RrCi
<br />2.. NEW WOOD +EST"�a
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Si EN ,.?, ,... ,m,. r. F«"""' r�Ea1 ( 1R60.-cis+ 20-175
<br />'�"+I A'•., w,PHe ror:ew-,5.e ss.
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<br />ONAL _ Y..,r... YM ND N
<br />DENSITY OF 0.55 OR EQUAL. IlhL_ Iulme. /9aNHl _/0,a wit _t-� 1. ML 91 N -
<br />Iloilo U, I 44 8aT IS OF ,e
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />IIIERR TO PANEL SPAN)
<br />TOP MOUNT (CONN TYR.
<br />TYPE AS REQ'D) SECTIONS
<br />-T- FAP
<br />NAL /'-20 STfFCH
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<br />WASHERED
<br />U iS FASTENED O
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<br />TOP MOUNT
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<br />B1 � I � TOP MOUNT
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<br />BOTTOM MOUNT (NNV LRI6X
<br />TYPE AS READ) (SPAN BELOW
<br />OB5TRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, CIPTIONAL W -20 STITCH
<br />PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED @
<br />SPANS ABOVE ItBELOW OB5TRUCTION. OVERLAPS 9 MIEISPAN (USE
<br />APM20PRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />NOTCHED PANELS
<br />1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
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<br />tltHARA 1O N"OMGA t
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<br />l ENTER SPAN SCHEDULESWI7M NEGATIVE
<br />DESIGN. LOAD S PANELFASTENER SPACINGTO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PAN
<br />Ei
<br />SPAN. SCHEDULE IS ACCEPTABLE FOP USE WITH
<br />POSITIVE S S THAN R EQUAL T POST E LOAD LESS O t O
<br />Q
<br />NEGATIVE DESIGNLOADS
<br />2 'PANEL FASTENERS_ ARE STIJOS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />CIF TRACK. STUDDED ANGLE. ETC I 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. UNEAR iNTERPOLATiON BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD
<br />1 ENTER SPANLE1.EDUCE WITH POSITIVE DESIGNLOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING
<br />TO BE PROTECTED
<br />I. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEAT HIGHER
<br />p { U O
<br />- F t N T 3 OR INSTALLATIONS OUTSIDE OF THE NV 2 AND OUTSIDE OF ESSENTIAL
<br />FAC{LITIFS 1N ASTM WINO ZONES 1 THROUGH 3.TNE GLASS SEPARATI
<br />ON
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTEL-TED OPENING 15 R IRED.
<br />°"`
<br />�It
<br />AA00 A 19 CA W6
<br />`" ` -
<br />MAXIMUM ALLOWABLE ""`
<br />- Frank
<br />DESIGN PRESSURES: M'rNr
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<br />n I,
<br />+'ram
<br />7
<br />H'r, 4
<br />-arm
<br />�--
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SWEDULES
<br />a Ni
<br />PO nVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />'M
<br />FOR USE WITH THIS SYSTEM SKALL BE DETERMINED PER
<br />t Pi h
<br />SEPARATE ENGINEERING IN ACCORDANCE THE
<br />NWIITH
<br />GE EEEMLNED INDACCO DAN RWITN dESCMFE 7 N1D OiAPTHl
<br />1609 OF THE FLORIDA BUILDENG CODE SHALL BE LESS THAN
<br />'�M B
<br />D W l=J )i
<br />OR EEQQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />> tt 1
<br />PRESSURE CAPACITT VALUES LISTED HEREIN FOR ANY
<br />AS SHOWN.
<br />WASSEMBLY
<br />P
<br />GENERAL NOTES:
<br />St
<br />} i
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<br />1. THIS SFECIFICATION NAE BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />IN N
<br />�i
<br />KGORDAfICE WITH THE REQUIREMEN750FTNE FLORIDA6UI-.CODE
<br />SEVENTH EDIT ((20T0)) FOR USE INSIDE Mo OUTSIDE OF THE HVHZ. PER
<br />TAS 201, 102 AND 203 TEST pRO700015. CONTRACTOR SHALL IHVESfIGATE
<br />aw
<br />d O
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTSWHICH MAY
<br />APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />RA
<br />ADDITIONAL STIE-SPECIFIC SEALED ENGINECRING.
<br />2. Nb 73-173A5 INCPEASE IN ALLOIVASLE STRESS HAS BEEN USE IN THE
<br />DESIGN OF THISSYSTEM,
<br />3, THE ARMHITECT/ENG}NEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SMALL BE RESPONSIBLE
<br />f9
<br />.,
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR,
<br />Q
<br />el
<br />4. S E PAKATE'SITT"SPECIFIC' SEALED ENGINEERING %HALL BE R UTAED Ill
<br />IBCi
<br />OROE0. To DEVIATE FROM LOppg, DEFI2CTIDNB, OR SPANS CONTA9U
<br />HEREIN. CONTACTTHIS ENGLNEER F(R gLTF0.NATE SPAN CALCULATIONS AS
<br />p
<br />C
<br />MAYBE REQUIRED.
<br />"+
<br />�
<br />m 1
<br />5 THE SVSTTM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
<br />INFORMATION PON A SPECIFIC SIR. FOR SITE CONDITION& DIFSERENT MGM
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<br />C
<br />D ONES DETAILEDHEREIN,
<br />THE CO NON
<br />ERE N A LICENSED E l E R In AILE [ . LIC NG NE RO REC6TERED
<br />ARCM ETECTSHgLLPREPAREATE SPECIFIC DOCUMENTS F OR USE IN
<br />`` �
<br />� t
<br />qE
<br />CONJUNCTION WITH THIS DOCUMENT
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />.
<br />I
<br />z� `
<br />PRESSURES DIVIDED BY A L5 SAFETY FACTOR.
<br />Z.
<br />N
<br />7. ALL FASTENERS TO BE X•R OR GREATER SAE GRAD[ 3 UNLESS NpttD
<br />OTNERLWTSE, FASTENERS SHALL 91"I' M, PLATED OR OTHERWISE
<br />"SPECIFICATIONS
<br />g)j(
<br />III d i-
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH
<br />FOR ALUMINUM STAUL'7URT6" SECRON 7.3 6Y THE ALUMINUMASSOCIATION,
<br />U,
<br />',
<br />INC,; B ANY APPLICABLE FEDERAL. STATE, AHDPOR LOCAL CODES,
<br />a ALL STORM PAN EIS SHALL BE 24GA STEEL [.0, 024"
<br />�}
<br />,y
<br /><
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<br />9 STORM PANE SMA CONFORM 0 ASTM A 5] TR CTU L URLITV
<br />STMLYG60GN.VANIZEOCOATLMGWITHA MINIMUM Py WR.l KBL.O
<br />C
<br />I
<br />111 flLL ALUMINUM EXTRUSIONS SHALL BE 6063T6 ALUMINUM ALLOY,
<br />�
<br />����iiii
<br />UNLESS NOTED OTHERWISE.
<br />11. TOP 6 OCTANES SMDYIN MAY BC INTERCHANGED AS iIELD
<br />Q'
<br />CONDITIONS DETAA DLCTATE PANELS MAYBE MOUNTED VERTICALLY OR
<br />J
<br />HORIZONTALLY CRET AS APPLICABLE.
<br />CONCRETCO CRETE NOTED N I SHALL EMBEDDED TO
<br />J
<br />q
<br />O
<br />NON-CRACKED
<br />HAN-CRACKEDCONCRETMENDAIONS,LL ALL CONCRETE ANCHORS PER
<br />C
<br />MAN UTHE CRFRS RECOCONTRACTOR 15 RESPONSIBLE
<br />RIBR INSULATE PRQYSIS.
<br />F�.I
<br />e
<br />gE
<br />ME ERS FRO MATERIALS E
<br />MEMBERS FROM DISSI UIX MATERIALS TO PREVENT ELECTORAL D9.
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<br />14. EINGINEERSEAL AFA%EO HERE TO VALIDATES STRUCTURAL DESIGN AS
<br />.
<br />®
<br />S
<br />1,1111
<br />1114
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<br />13. EXCEPT AS VORESSLY PROVIDED HEREIN, NO ADDITIONAL
<br />CEPT]FtCATIONS OR AFFIRMATIONS ARE INTENDED.
<br />u
<br />C
<br />t16.
<br />ALTERATIONS.ADDln 14S_OROL MMARKINGSTOTHISDOCUMENT
<br />BRARE
<br />NOT PERMITTED Alto IrwAL]OATE THIS CERTIFICATION
<br />PANEL5 PERMANENTLY
<br />NI7.
<br />Ill
<br />SHALL BE
<br />LABELED WITH AMINIMUM OF(1)LABEL`,,y..��'EP EVERY].DFEEFCONTAMINGTHEFOLLOIYINGMMPMATIONiS=MSRALLANERICAN
<br />SHLITTERSAND GLASS
<br />WEST PALM BEACH, FL
<br />g1lTAS
<br />C�E{
<br />201, TAS ZOZ B TAS 203
<br />FLORIDA PRODUCT APPROVAL NUMBER ,
<br />®RSpIrnYIN{
<br />20-31543
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENE HE ® 12 5' OC
<br />2.9" ®GE DISTANCE
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<br />99
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<br />Ifi .D 91
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<br />160'1L.8'
<br />80
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<br />160'
<br />82'
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<br />16.0" 93 -
<br />11.5'
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<br />12 5'
<br />169 13 4
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<br />16D 1IO
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<br />]19
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<br />1199.3
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<br />t6.0 ]L 9
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<br />11
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<br />I I 33
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<br />48
<br />52
<br />72
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<br />32
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<br />13.6'
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<br />J4,01.ILS1.ID,e'
<br />12.3'•
<br />ISO..II 3'
<br />10,7"
<br />11. 5'
<br />12,5
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<br />Sfi d' 16.4"
<br />13.3
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<br />160'
<br />16 0'
<br />115'
<br />]2..5
<br />106
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<br />125`
<br />12.5"
<br />ISO 12 5'
<br />16.0 12 5
<br />DO51,
<br />10.6'
<br />12.5'
<br />Sfi. -' 12.5"
<br />106'
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<br />160" i 5"
<br />11 d'
<br />i 6"
<br />2 .0'
<br />15.5'
<br />2.8"
<br />EDGE
<br />DISTANCE
<br />z
<br />WIT . 1 U'r OXINED 33
<br />H"..,1 HLNUN 41
<br />40
<br />52
<br />72
<br />.• ° 1-,/•' ,nit„ _]
<br />wM1 eunll 41
<br />4 B
<br />q--s SZ
<br />V-� 72
<br />6.25'
<br />11.5
<br />1Z 5'
<br />30 3'
<br />A.D. 6.5'
<br />]37"
<br />6.]'
<br />6.25"
<br />6.23"
<br />6.25'
<br />7.1' 6.25'
<br />11.]" 625"
<br />95" 6. 13'
<br />6.4
<br />9.4"
<br />6.T5
<br />6.25'
<br />111•
<br />10 ff'
<br />6 23"
<br />625"
<br />9 3" e 2V
<br />9.3 6, 25"
<br />9.3 6.25"
<br />9. ]'
<br />9.3'
<br />913'
<br />AZEL
<br />9]"
<br />62 "
<br />U
<br />8
<br />It
<br />d' WWII, 3
<br />1A'r l.If 3
<br />ri(V 9.9. TAKOH 41
<br />48
<br />I`--�i_ 32
<br />M��'72
<br />13.6'
<br />1 .5'
<br />a
<br />160' 7.3'
<br />1,6" 6A"
<br />s
<br />73"
<br />5.8'
<br />123'
<br />6.25'
<br />H 5 5 625"
<br />13 2 S.D.
<br />10e 40 625"
<br />4.r
<br />/3,0 4 ,6' 43'
<br />10�7 4.0'
<br />4.l
<br />12.5"
<br />11 3" 91"
<br />5.D'
<br />6. 25'
<br />1 lGVP 4.L" 4 d 625"
<br />iD 7' 411 AO'
<br />d S
<br />6,25"
<br />123' A.7"
<br />1D.7" 4.1"
<br />4.6"
<br />4.0•
<br />6.25-
<br />6.25"
<br />lU.l 4,1 4.0 6,25"
<br />4.1" 4.0" 6.25"
<br />103- 41 4.0'
<br />1OL7" 4.3" CI"
<br />O
<br />le I' 11M 111 f1 33
<br />AL. "W'560uD SET 41
<br />40
<br />JIC 52
<br />r =
<br />"
<br />12.r
<br />16d'141"
<br />tr
<br />ILE"
<br />1jr
<br />160" 9.71, 7.B" I23"
<br />16.0" 67" 7O"
<br />12.5'
<br />16.0" 11,3`'
<br />91'
<br />12.5"
<br />16.01, 7.8" 6.3" 12,5"
<br />16,0" 7.8" 61"
<br />115"
<br />MO' 9.7"
<br />7.6"
<br />12.5"
<br />ISO' 7.7" 6421 12.5"
<br />16.D" 7.7" 6.2"
<br />12. 5"
<br />1.T
<br />2
<br />16.0" a9'
<br />3 lid' 7T"
<br />TZ
<br />6 2'
<br />1Z.5"
<br />12 3
<br />16.0" 7 7" CZ" 12. 5"
<br />I i1` 2 1 S'
<br />60 6 2
<br />16.0" 7.7" 6.2"
<br />1.B ]7' 6.2'
<br />ill- 9FBE0 33
<br />wAH1A.H.Arr 41
<br />48
<br />y
<br />? 52
<br />i2
<br />12.5
<br />MO' 6.4'
<br />3 9"
<br />a 25
<br />I t 3 • CA"] 4.E' 6.23"
<br />IS.3' 4 31
<br />12,5"
<br />13.4' S.2'
<br />48
<br />1i25"
<br />4.3' 3B 3.3 625"
<br />2;
<br />9.2' 36 1.3'
<br />11
<br />6.I 5
<br />z
<br />11 S' 4.4"
<br />{ 1
<br />6 25"
<br />9, 2' ] 5 3.3 6.25'
<br />11' 3 3
<br />6.2F
<br />6.25
<br />III- 41'
<br />92 33'
<br />38
<br />33
<br />625'
<br />625"
<br />D2' 3.5' 3.9' Iji625"
<br />3.2"
<br />9.1 35 1.3"
<br />92 3S 33"
<br />a/a" PDGP OKTANI7
<br />�ANCMOII
<br />NAE _.
<br />IRCBBUEL
<br />Tin INN
<br />P Ia A-lY
<br />gm to In vAi
<br />VPAN NF II 1 e Ir
<br />CONE TIT!
<br />n Q C3 C4
<br />CMETY►E
<br />C Cl C3 CA
<br />x
<br />COMB TTPE
<br />f1 CZ C3 C4
<br />UP rWBED 3
<br />3
<br />Mw u
<br />48
<br />SL
<br />TZ
<br />12.5
<br />6 S
<br />S.d 60
<br />f0 9
<br />12S
<br />1 60
<br />1 60 75
<br />125'
<br />16.0'16. 0' 67'
<br />EZ51
<br />Is U 1BO'
<br />eB"
<br />1Z.51
<br />16 ❑
<br />151T D'.
<br />121,
<br />Mu. ,t. a 60•
<br />LILT
<br />16d 160-
<br />7.S-
<br />12.5
<br />1±tL
<br />147' 6.0-
<br />12.5'
<br />16.0-147 e0"
<br />115'
<br />11.Y
<br />Sdd 160"
<br />16d AT'
<br />1
<br />69'
<br />6. O'Sz5.16.0
<br />325'
<br />16.0
<br />1.4.71. 60'
<br />14.7 0'
<br />B
<br />115•
<br />1 5•'
<br />2
<br />160 1 6D
<br />6.'14T A9"
<br />1 0
<br />c'
<br />8
<br />3
<br />. 14.. 1 1/2" ON— 73
<br />W,N,DSORkIl 41
<br />46
<br />32
<br />72
<br />17 1 53
<br />TAP CIUP'CFAS' 41
<br />y 46
<br />T a� 52
<br />to
<br />U.S'
<br />I6.0 160'
<br />101'
<br />125
<br />16,0
<br />ill .0'
<br />]25
<br />16.0'10 B' 62
<br />12.5'
<br />SGd 141"
<br />61
<br />125r
<br />160
<br />97 56'
<br />125
<br />16.0- 9.7" 56
<br />L2.5
<br />Sus
<br />L3,5'
<br />12.5
<br />ISV 1L0"
<br />,A C' 1111
<br />150' 96
<br />26.0' 16.0"
<br />70
<br />6.1.
<br />S,6'
<br />125
<br />11.5
<br />12.9'
<br />12.
<br />160
<br />IS .1,
<br />160'
<br />ld 0
<br />96 5.6-
<br />. S1, SE'
<br />9.6" 56"
<br />11.5'
<br />125'
<br />125"
<br />12. 5'
<br />12.5',
<br />16.0" 9.6- 56'
<br />ID9" lie" vA
<br />16.0. 9.6- S.6'
<br />16.0 10.2
<br />36.0' 9, 2' Im
<br />12.5'
<br />12.5'
<br />160" 133"
<br />1601, ILA
<br />12.5'
<br />16.0
<br />92
<br />12.5"
<br />12.5,
<br />SbA'
<br />B S"
<br />12.5"
<br />I6.0" 9.1
<br />12.5
<br />12.5
<br />15 0" 10S
<br />16.d 9.1"
<br />12.5"
<br />12.5'
<br />Id 0•
<br />16.d
<br />9 1"
<br />9.1
<br />12. 5"
<br />125"
<br />16.0" 9.1'
<br />91"
<br />1 10' , . l, ERBED
<br />7 +I ]3
<br />A 1 t,"N n 1-1 4]
<br />NIr1C
<br />EUs 4B *q,eEyyt32
<br />liy
<br />}lid 6.6'
<br />73
<br />12.5 '
<br />5.
<br />1 S
<br />6.0 5.1'
<br />32.5'
<br />" {. '
<br />5.3 5
<br />EZ.3"
<br />16.d 7.01,
<br />5 9'
<br />12 5'•
<br />]L 5"
<br />a D . 1'
<br />5.23"
<br />9 B 4.1"W00D
<br />12.5'
<br />15.4' 5,9'
<br />SD'
<br />6,25'
<br />12.1'
<br />4.7 4.0'
<br />6,25`
<br />�121'
<br />4.7" 4.0"
<br />E1.S
<br />16 2 ""
<br />4 7'
<br />6.25'
<br />32 3
<br />4 7' CC"
<br />6.25"
<br />4.r' 4.0"H'iM�72
<br />625
<br />12 3' 4 7'
<br />4.0"
<br />6.2T'
<br />]2 3'
<br />a 4.0
<br />623"
<br />4.T 1 p"
<br />ANCHOR NOTES:
<br />I ANCHOR SCIAE RULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING MAXI MUM ALLOWABLE SPANS AND PRES5U RES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY,
<br />2 ENTER ANCHOR SCHEDULE BASEDON PAWL FASTENER SPACING THE EXISTING STRUCTUR
<br />E
<br />RE
<br />MATERIAL,6 FAR T'PE. SELECT DESIGN LOAD GREATER THAN loll ALTO NEGATIVE DESIGN
<br />ANC ETU
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQIJAI TO 6N UTTE0. SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON
<br />SHEET2FOR ENITFICATION OF CONNECTION TYPE)
<br />EI
<br />3. "DANEL FASTENERS" ARE 9T11D5 USED IN ODW UNGTtON WITH ALL MOUNTING EXTRUSIONS
<br />('F^-TRACK, STUDIED ANGLE, ETC 1 USE 6.25' O.0 PANEL FASTENERSPACING TABLE VALUES FOR
<br />ALL "H'- AND -U--HEADERS (INCLUDING BUILDOUT CONDETIONS)
<br />4 ANCFPDRS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />5, HOLLOW BLOCK FAST STRUCTURE SHALLCONFORM TO ASTM C90 BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.. 7 MINTMUH EMBEDMENT AND EDGE DISTANCE EXCLUDES STUC W, FOAM, BRICK, AND OTHER WALL
<br />Fi WISHES WALL FINISHES SHALL BE LIMITEO TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />B. CONCRETE ANC]+ORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAWD CONCRETE ONLY
<br />9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS, ARE INTOA ATE WOOD FRAMING EMBERS NOT PLYWOOD. FASTENING
<br />ASr M BN
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTFNERSt1ALL BE LOCATED IN
<br />CENTE .OF NOMINAL 2" X 4' (MIN,1 WOOD STUD ('!." EDGE DISTANCEIS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREW
<br />WALL HAVE PHILLIPS PAN HEAD OR HEN HEAD
<br />11. REMOVABLE ANCHORS ARE
<br />DEWALT PANELMATE ALL-POINT5 SCXJD-SET a BRASS 15USHE NG
<br />l2. MACHINE SIIlEYfi SHALL HAVE 1f2" MINIMUM ENGAGEMENT OF THRF_ADS INTO THE BASE
<br />ANCHOR 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.Ir ANC
<br />HOR CHOR CONDITIONS DITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15 DIRE -CT 4 NTING CONDITION5-
<br />L6 LINEAR INTERPOLATION IB NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
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<br />1.5
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|