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NU.
<br />5
<br />ral
<br />*EZIW/18
<br />ANCHORS
<br />----(SEE SECTION EZI & ALTERNATIVE EZlW ON SHEET IS) -
<br />NI
<br />mi.
<br />*(Sm NOTE 2) )(SEE
<br />i 4 NOTE 2)
<br />E10
<br />OF _i=ZL:jf_ --i-I -
<br />d POP NV`V LAST PME., 10 BE INST ALI - AT EACH OPENING SiAOL ALWAYS BE
<br />0 -T PROY�DFU W1 NEAR HANDLE 10 FACILITATE rNSTAUATION I,.- I,' �ILNDED
<br />171 y INSTALLED MOM MSIDE
<br />FO BE I' Or STRUCTURE
<br />LJ
<br />(1) 2,LFj6j:TLQ�NF �_Rlj��. E-Z HANG STORM PANa 1YSTFNA
<br />(E N DT PA N� i iL (INTERIOR PANEL) (INTERIOR PAhEQ lv,�TFRIOR PANEL' MAY COI OF PANEL -� C-t TRACK$ TOP & BI
<br />(END PAPEL) ! I
<br />SEE NOTES 4 1 t
<br />-3, StI NOTES 2, .3�
<br />P�. END PANEIS SHALL ALWT RE CONNECTED TO BOTTO&I 7FACK
<br />OTHERATSE A STOO RAP4,15HALL BE PAOV4D__ AT TOP Or SUCH
<br />_4� -
<br />IAN PANELS
<br />.11c,"
<br />a
<br />ht 3) If END PANELS ARE CONNIL�IEO To SOFTON, �PhrF, CONINFeTION
<br />SHALL CONSIST CC l/4'P-20xj/4" M,S WJ
<br />NOT OR 1/4'eA3/4' Mi�, THUMBSCREW IN -TO TAP-ED BOTTOM
<br />TFLACk LOCAlON OF FAS"ENERS MAY BE A7 EITHER OF TWO
<br />1111L,"D EXTERIOR `1.AT `LANI Of END PANEL,
<br />J,
<br />L (4)� IN KNO PANIFIS ARF NOT COI TO ROTTORA
<br />WCR I, A
<br />T 1 1 Ar
<br />PANELS Sti A 'ZEMISOONLY USECO )KAI LtASt TWO
<br />4 "T 597PPCON' TO 9011 M MTCAr USING EPICS
<br />INDICATTO 0"N' NOTE (31 ABOVE IN SUC CASE, CONNECTION' OF
<br />J J_ L L J_;_1 1- 1- J_J_ A _j �_l L L -1 J2 L _4 J-1 L 1, _J_J_ L L J_J_l 111. -1 -4-.L J _J_j i PANFL13 TO SOT70V iiikK MAY OCCQRHAT ANY PANEL LOCATION
<br />a, NOTE A
<br />MI �,SEE SEE I VI, t NSTALLATIONS ONLY VALID FOR WIND
<br />NOTE i NOTE 2
<br />SPEED UP TO 170 -ph,
<br />AN
<br />-ISPF S�CTION EZI & AVERNATIVE E7IW 04 SPEP 48)
<br />1 18.
<br />*EZ
<br />EZ I W/ 18
<br />TYPICAL ELEVATION FOR. SE -Z HANG STORM PANEL C-1:1 �MTEM
<br />RIES 2009 E
<br />SCALE: 3/32'=l"
<br />SECTION A -A
<br />SCALE 3/32'='"
<br />EN FLORIDA BUILDING ODE (Non High Velocity Hurriccrie Zone)
<br />24 GAGE GALVANIZED STEEL STORM PANEL I "'
<br />0,44167 W
<br />TEO GLOBAL PROTECTION PRODUCTS, ILLC.
<br />/TIL7EC 0
<br />VI FCOMIle A IDUINEVI COVA",
<br />rIVAII, IL
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<br />oENGINJEEc4ING
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<br />E114GINEERINO EXPRESSO
<br />PRODUCT EVALLIATION REPORT
<br />September 15,2D20
<br />Application Number- 17B69.1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer AJI American Shutters and Glass
<br />ManufacturerzTdress 1540 Donna Road
<br />VVI Palm Beach, FL 33409
<br />Product NarnI Description: 24ga Galvanized Steel Storm Pan"
<br />Large Missile Impact Resistant
<br />Scope of Evaluation;
<br />This Product Evaluation Reponisbeing issued in accordancewith the requirements of the Florida
<br />Department at Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3,005. F�A,C . for statewide acceptance per Method l(d). The product noted above has been
<br />tested and/or evaluated as summarized heroin to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that, required by the Code
<br />Re-evalualron of this product shall be required following pertinent Florida Building Code modfications or
<br />revisions ,
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCI)MENTS
<br />EX drawing #20-31543 Lulled '24ge Galvanized Steel Storm Pallets (HVHZ & Non-HVHZ)', sheets 1-5.
<br />prepared by Engineering Express, signed & sealed by Frank Bermardo, P.E� is an integral part of this
<br />Evaluabon Report.
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 test standards per test
<br />teport(s) #BT-ASC-17-001 by Blackwater Testing, Inc.
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards pot test report(s) #BT-ASG-1 7-001 by Blackwaler Testing. Inc
<br />. STRUCTURAL ENGINEERING CALCL)LATIONS
<br />Structural engineering Calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to qualify the following design crifterre;
<br />I Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4, Anchor Spacing
<br />160 Set 12"1 AVENUE SUITE 106, DEERF14LD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAHO E NGIN6ERINGExPRCSS,COM
<br />ENGINE E AINGEYORESS.Com
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<br />I13TIN C H�L�k.'
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<br />1W ENC31NE - ERINC� Page 2 OF2
<br />All American Shuttcrs and Glass - 24ga Galvanized Steel Stonin, Panels
<br />No 33% increase In allowable stress has been Used In the design of this product-
<br />Separdtion from glazing is not required for Installations outside of wind zone 4 and essential factlifies.
<br />Impact Resistance.
<br />Large Impact Resistartre TaB been demonstrated as evidenced In previraisly listed lost reporl(s), and IS
<br />accounted tot In the engineering design of this product.
<br />Wrild Load Resistance
<br />Thr product has been designed to resist vAnd leads as indicated in the span schedule(s) on the
<br />ros�fcfrve Product Evaluation Document II engineering draw"I
<br />installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document it a
<br />engineermij dialving), along with all components noted therein,
<br />Product components shall be of the material specified in that product s respective Product Evaluation
<br />Document (Le. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (Le
<br />engineering drawing) as rioted herein
<br />All supporting host structirses shall be designed to resist all superimposed loadsond shall be of a material
<br />listed inlhvs produrVs respective anchor schedule, Host Structure Conditions which are not accounted for
<br />in this product's respective anchor schedule shall be designed tot on a sft"peclfic basis by a registered
<br />professional engineer,
<br />AJI components which are permanently Installed Shall be protected against corrosion, contamination, and
<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 />Frank Beanardo, PE
<br />ENGINEERING ExPREsse
<br />ORM6549 [ Cert ALUIT 9885
<br />160 SW 12" AveNuE SUITE: 106, DEERFULD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 �866) 396-9999
<br />TEAM Of -NO! N EERINSEXPRESS,CON
<br />ENGTRIEeRINSEXPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIE:i-2090 E-Z HANG MRM PANELO
<br />INT9 POUREQ CONCRETL CONCREJE BLOCK AND WOOD STRUCTURES
<br />&POURED
<br />OR 'it TAPOON
<br />_/4
<br />CONCRETE BLOCK.
<br />REOUIRM ANCHOR 0 12^ O-Cr
<br />1/4'. LAPOON JIA.1' HEX HEAD IF WOOD VIER- ___p4xl' REX IM TEIK
<br />'Rom
<br />SCREW 9 ROM
<br />EDGE 01 EDGE OF
<br />Aj, Z
<br />-90
<br />uIrtl L
<br />RSI lKI w
<br />* I, I r oz I
<br />N AN GO RE. I'll -1 t/2-
<br />- SEPARATTON
<br />L/'.'1,ZUM
<br />POP mp_� To GLASS ALUMINUM POP
<br />It RACT RIXT
<br />6. 0
<br />MI MW
<br />R F A PANEL LENGIH T PANEL LENGTH
<br />Ir 11 L
<br />VA,_ ' L A
<br />fi-SURPARATIOW I
<br />11 TO GUASS� ir-SEPARATION 50%
<br />Sm To CLAW OF 'L'
<br />i!
<br />OF -L' It
<br />C, UNNESCREW
<br />ED.
<br />-A
<br />ED
<br />t 1114'0 TAPOON AN040A
<br />12, C�C
<br />i/4-IF -AAIIDR� 2".4' WOW
<br />ANCHOR * 12 C� EXISTING POURED "LATE
<br />EbNCRETE OR
<br />CONCRETE BLOCK REOUIRED
<br />WALL MOUNTING REOUIRED WAU_JQUNM
<br />1EQQh_U1
<br />SCALE 3/8- 1' LE 3/8=i'
<br />MIU0090"',
<br />"AA TI
<br />k
<br />VNr�EN4�`-.T , FLORIDA BUILDING CODE (Non High Velocity Huricone Zone)
<br />NOTESb .441 24 fAGE GALVANIZED STEEL STORid PAWL
<br />1. INSTALLATION ARE ONLY VALID FOR NIAX. A.S.D. DESIGN
<br />p.$,f, AND 6'-D' MAX TE 0
<br />PRESSURE RATING +/- 40�0 /_VL1EC0,i4c
<br />STATE ....... GLOBAL PROTECTION PRODUCTS, LILC,
<br />PANEL LENGTH.
<br />FIRWE CONSTRUI WOOD 'L 0
<br />2. FOR NEW WOOD
<br />MEMBERS TO BE SOUTHERN FINE No 2, W/ SPECIFIC �7_ 20- 175
<br />OF OR EQUAL 0 /0 N AI ��Pl f JAI A-L
<br />DENS" 0.55
<br />U,
<br />ALL AMERICAN SHU17ERS AND GLASS
<br />249a GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZJ�
<br />WIDTH UNLIMITED
<br />_r(PERR TO PANIELSPAP11-1
<br />TOP MOUNT (CONN TYP.-
<br />OPTIONAL-42' -XI STITCH
<br />BOLTS WITH WASHERED
<br />WINCNVTS ' ENED III
<br />FAll
<br />OVERLAPS "I MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />�D: ��
<br />REQ'D)
<br />MAY BE AT TOI
<br />. ,I'M
<br />/�l TYPICAL VERTICAL MOUNT ELEVATION
<br />N T G ELEVATION
<br />TOP MOUNT
<br />TY UM
<br />fc IN f (SPAN ABOVE
<br />AE REQ- C) ON)
<br />BOTTOM
<br />(CONN TYPE
<br />[a V., _NS REQ'D)
<br />Y
<br />(LOCATION MAY VARY i
<br />U_
<br />"OTTOM MOUNT (MNN-/ TSPAN ELOW
<br />T�PF AS RECI,C) OBSTRUCTION)
<br />PANELS MAY 13E NOTCHED 45 R15CUIRED. ONAL W-20 STITCH
<br />PROVIDED THAT DONNE 5QL78, WITH WASHERED
<br />ANCHORS APLE UBEO WH2-0U_r11sN1,1 WING NUT S FASTENED 9
<br />5PANSABOVE a BEI OV) OB$TRUCTION, OVERLAPS P MIOSPAN tUSE
<br />NPPROPRIATE SPARITAZI-El
<br />VERTICAL MOUNT ELEVATION
<br />/-2--N (NOTCHED PANELS)
<br />\,V N.TS, [ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />NOPOMIUM 51ORM PANC,
<br />AkARATION INDIRA CLAN$
<br />(Wiz, WIND ZONE 4
<br />A, MSCRITAI JAMIIIF_��
<br />MAXIMUM
<br />ALLOWARLI
<br />PIS 1AUA NUNN LESS
<br />INSIALIATION!5GROITER
<br />,PANLffj
<br />THAN13GABOVE GRADE
<br />fMAN30'A6OVEGAA(*
<br />- iAB
<br />___ - 1
<br />-
<br />.1 AS
<br />no 11 a,
<br />bal.,
<br />161t,
<br />W
<br />CO
<br />SPAN. SORMLItEISACCIRATAPILIEFORUSIEWTH
<br />POSITIVE LOADS LESS THAN OR EQUI 1`0
<br />NEGATIVE DI LOADS.
<br />2. TPANEL FA5TENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(TRACk. STUDDED ANGLE, BTC, 1, USE 6 25'
<br />DO, PANEL FASTENS SPACING TABLE VALUES FOR
<br />ALL 'W- AND %r,HEADS5 (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3 UWAR INTERPOLATION BETWEEN LOADS 15
<br />ACCEPTABLE, OTHERWISE USE NIDCT HIGHER LOAD.
<br />4 VP_T_
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: __4
<br />e,
<br />I AS NOTED IN DEST
<br />DESIGN NOTES: I SIEDILES
<br />2
<br />POSITIVE AND NEGATIVE DISSIGN PRIESSURES CALCULATED
<br />S.
<br />FOR USE WITH THIS SYSTEM SHALL 13E DETERMINED PER
<br />I
<br />S�PARATE M INESING IN LfiORDANCE WITH THE
<br />Q0' ' C FdC ' M" 'te EP
<br />UORUM 'GROAMCE '11RUH`R'*!QE ?R D CHAPT
<br />A
<br />E,�&[H[CFTL�C
<br />Pfflill ODEISH BELE 5 THAN
<br />T nL O�PO
<br />OP IGN
<br />ECAT V6k,
<br />PRESSURE CIPACITI VALUES USTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN,
<br />A
<br />GENERAL 140TES:
<br />MAL
<br />THIS SPECIFICNrION HAS BEEN ESrrNEQAt%aIAU_LBE FAB
<br />1T. -N'
<br />�"O Jeri%urtitiEFL IPA 5 IL
<br />. Le
<br />,.V"ILIANI
<br />I WN Ill RUE 11151�111-411111---IFTHEH I'll
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<br />Ni C1
<br />NO SHALL INV61A�T�
<br />_j5�Z01,202AND EGITFSTPROE LSLCPNIIILAI ....... ...
<br />WARLESTRESS HAS BEEN USEDINTHE
<br />tECORD MR THE PROJECT
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<br />" "Gi IS
<br />0
<br />�4M `AC
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<br />IS GENeRM AND GGER NOT P
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<br />MR STV CON OCTIONS DVMFtRENT FROM
<br />A LICENSED ENGINEER OR REOU571RED
<br />CtF.0 -UMENTS FOR USE IN
<br />ta 5
<br />�EIN ARE BASED ON MAXIMUM TESTED
<br />FACTGR,
<br />; S
<br />OP E Ar ADt 5 UNLESS NOTtD
<br />4DWIAUTM IISLATAR
<br />OR
<br />�DSH_I_CbMPLYV OTH
<br />A CIT, �'VECLFICATTOHS
<br />1
<br />N 3. 3 �Y THE ALUNN UR ASSOCIATION,
<br />ATE , AND OR LOCA CODES.
<br />"' I L
<br />110 ZI ZW14 JCJ.RALCN1.-
<br />.TH A iDNRRIUM � 'S'
<br />AU.S1P6U6�T6TAU`N UM ALLOY,
<br />ZIN
<br />EMOUNT VER cAI
<br />REIN SHAL-11E EM11SODEP TO
<br />ALL ALL CONCRETE ANCHORS PER
<br />kICA-11011 ERECTION, &CONSTII PRACTICES SfYONQ THAT
<br />1� IR CALSMY50 BYL�RL, SFATE, &FEDERAL CODIES 5 FROM
<br />�_OF HI.PLAN.
<br />12117111 A97 T PA"DED H EREIN, NO ADDITIONAL
<br />ATIONS OR AFFIRMATIONS ARE INTENbIED.
<br />ALT"RAUS. ACI OR OTMER MAAMGS TO TFIS DOCUMENT
<br />NOT PERMITTED AND RIVAUDATE TH15 �RTEFIDATTCN
<br />PANE L� jn;�IL I;nl��E
<br />(I� LABEL
<br />IPIOA PRODVCT'APPKOkIAL MURDER
<br />VISIT ECAL.C.1013115IM
<br />,on ITT.
<br />IL-104INIMUM ALLOWABLE SPAN SCHEDULE
<br />QT_91TXEnWM:5y
<br />TOP
<br />MOUNT
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<br />1 24-
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<br />74'
<br />24'
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<br />48'
<br />14"
<br />48H
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<br />F RANI -A' 4 .. TV5l_ _I-A, CUM
<br />"__ IPLA 01- �11 IFINI I., _ �6; I. ,� w".
<br />GLASS SEPARATION NOTES:
<br />INIMENTS SPAN SC14EDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MI UM ALLOWABLE SEPARAMN FROM THE OPENING TO BE PROTECTED
<br />Y.- SCHEDULE 15 REQUIRED POP USE WITH POSITIVE LOADS ONLY
<br />ACITI-M N*�
<br />INTSPOLALMON BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEAT HISHER
<br />, �"N �P* g
<br />LOAD.
<br />3, FOR. INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OR ESSENTIAL
<br />FACILITIES IN ASITI WIND ZONES I THROUGH 3� THE GLASS SEPARATION
<br />SCHEDULI Is NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />JIMENING IS REQUIRED,
<br />PROTECTED r
<br />r, "N OPTIONAL INTERIOR FASTENING DETAIL
<br />�NT
<br />W, P.
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<br />j�Gg :SS PANEL DETAIL
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<br />M 3PON
<br />MTERIOIR FA� ING
<br />;T_ANT
<br />1A
<br />R
<br />Cf)
<br />> C- 0
<br />0
<br />CL 0
<br />CL 0
<br />ca -0
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<br />.1. MAY,
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<br />ANCHORSPACING SCHEDULE:
<br />24 GAUGE RANEL5. PANEL FASTENERIS 0 12 5'00.
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<br />16,01, 71�
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<br />7�5'
<br />12�5'
<br />104"
<br />147' 6,0"
<br />12.9'
<br />1O.T' 14 ;.B
<br />125,
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<br />48
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<br />16.0" 14A"
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<br />160'
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<br />11,5"
<br />16.0"1210'
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<br />-,
<br />916" 5�6"
<br />12,51,
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<br />1 12,5"
<br />16.0" 9.6- 5.6"
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<br />D4 33
<br />TAP =1 -CFA5' 41
<br />48
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<br />11
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<br />1 0" 113"
<br />12.-T*
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<br />125,
<br />�16,0"
<br />.11
<br />16,0" ILA"
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<br />2�!
<br />1219
<br />�2
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<br />L2.5.
<br />16.0" 10, 5'
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<br />757
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<br />71., � rJR. DAIIED 33
<br />AII h1`II`Ir_1 41
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<br />±2-5'-
<br />1%5.�
<br />13.8. 5.3. A Sr
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<br />I.e.
<br />5.25"
<br />11.4- , ". A.,
<br />L2.5
<br />IRA' 5. "
<br />6.25"
<br />iL3"
<br />4.7" 4,0"
<br />6,25"
<br />15" 4.7" 4.0-
<br />12 5'
<br />J4,Z" �,5`
<br />.25"
<br />1Z E`
<br />4,7" 4 D"
<br />e,.25"
<br />12.3- 4.r� I
<br />J1,2R"
<br />12.3" 1 V�
<br />.1,L.
<br />11 "
<br />. 1-� I r'.
<br />- __
<br />-
<br />ANCHOR NOTES:
<br />I ANCHOR SCHEOULI APPLIES TO ALL PPOCUCTG MATIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR 5PACING� MAXIMUM ALLOWAOLE-Z&FANS AND PRESS1,1RIER INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY
<br />2 ENTER ANCHOR SCHEDULE EASED ON PANEL FASTENER SPACrNG, THE EXISTING STRUO"rURE
<br />MATER�AL,NANCHORTYPE. SrL5C7 OESIG N LOAD GREATER THAN ON. EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELEc-r SPAN GREATER THAN OR EQUAL TO SH LITT ERSPANS ELECT
<br />CONNECTION TYPE BASED ON APIPTIOPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEEI 2 FOR IDENTIFICATION OF CONNECTION TYPE)L
<br />1, PANEL FASTENEW ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXITILISIONIS
<br />VP -TRACK, STUDDEO ANGLE, ErC) USE 6.25' O.0 PANEL FA54TNER SPACING TABLE VALUES FOR
<br />ALL '11"- AND "U'HEADERS (INCLUDING BUtLDOLJ7 CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN AOCORDANCE WITH MANUFACTURSE'RFCCIP14ENDATIONS
<br />5 HOLLOW LOOK HOST STRUC7VRE SHALL CONFORM TQASTM 090 BLOCK.
<br />6� MINIMUMIEM090MENT SHALL BE AS N07EDIN ANCHOR SCHEDULE,
<br />7 MINIMUM ERMEDMENTANO LDGE01STANCE EXCLUDES STUCCO, ROAM, BRICK. AND OTHER WALL
<br />FINISHES W04LL FINISHES SHALL HE LIMITEDTO 1/4� MAX OR SHALL BE VERIFIED BY OTHEIRS, TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />INCHORS
<br />8; CONCRETE A _ INCITED HEREIN SHALL BE EMBEDDED TO UN,CRACKED CONCRETE ONLY
<br />R WHERE EXISTING STRUCTURE IS WOW FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VEFL]FY THAT FASTENEF45ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPT-48LE ONLY FOR SIDE CLOI PIECES.
<br />10 WHERE ANCHORS FASTEN TO NARROW FACE Of 67UD FRAMING, FASTENS. SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X V � MIN.) WOOD STU D C/,'EDGE DISTANCE 15 ACCEPTABLE FOR WWD
<br />FRAMING) WOOD STUD SHALL BE 'SOUTHERN PIN E`G=0,55 OR GREATER DENSITY, LAG SCII
<br />SHALL HAVE PHI LLIPS PAN HEAD 09 HEX HEAD,
<br />It REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL-FIDITIT5 SCUD -SET & BRASS BUSHING
<br />12 MACHINE SI SHALL HAVE If2- MINIM AT ENGAGEMENT OF TLIREA DS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUS5 HEAD, OR WArER HEAD CSIDEWALK BOLT) U.N.0
<br />13, MINIMUM SA9EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL HNISHES.
<br />14 ' Mill DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />DIRECT MOUNTING CONDITIDN-1-
<br />IS LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR 5CHEDULE511STED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5
<br />__I 7 --� _- - - ,
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