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<br />SEE NOTES , '•, 4 I I
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<br />TYPiCAL ELEMION EQR SERIES 2000_ E-Z HANG
<br />_. -. STORM P i S STEM (t)
<br />U'
<br />SECTION A -A A (, Tit„
<br />SCAL£ 3/32'=1" Tf(tiPy"
<br />ENG1NEE1-11NG
<br />ENGINEERING EXPRESS
<br />PRDOUCT EVALUATION i2EPC3RT
<br />September 15, 2020
<br />Application Number: 17069.1 - R2
<br />EX Project Number, 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address.'. 1540 Donna Road
<br />Vilest Palm Beach', FL 33409
<br />Product Name & 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 8Uliding Commission) Rule Chapter
<br />61 G20.3.005, F.A.C., forstatewide acceptance petMethodl (d). The product noted abovehas been
<br />tested aredtor evaluated as summarized herein 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-evaluation of this praduct shall be requited following pertinont Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />•
<br />PRODUCT EVALUATIQN 00CtM1ENTS
<br />FX drawing #20-3 543 titled'24ge Galvanized Steel Storm Panels (HVHZ 3 NorE-I{ HZ)% sheets 1-5,
<br />prepared by Elglrleerirg Express, signed & seated by Frank Bennardo, P.E. ci an integral part of thus
<br />Evaluation Report,
<br />'PEST REPORTS
<br />Uniform static stnuturatper
<br />formance ties been tested In accordance with TAS 202-test standards per test
<br />st
<br />7-0 report(s) #BT ASGi 01 by Blackwaler Testing, Inc.
<br />Large missile Impact resistance and cyclic loading performance has been tested in aceordarxis with TAS
<br />201 and TAS 203test standards per test report(%) #BT-ASG-i7-001 by Blaekwaler Testing. Inc.
<br />• STRUCTURAL ENGINEERING CALCULAIJONS
<br />Structure engineering calculations have been prepared which evaluate the product based on
<br />comparative andlor rational ana" to quaRN the following design criteria:
<br />I. Ma%imumAhowaWeSparts
<br />2, MlnimulnAllowable Spam
<br />3. Wri mum Glass Separation
<br />4. Anchor Spacing
<br />s 140SW 1.211 AVENUE SUITE 106., DEERFIELD BEACH., FLORFOA. 3344.2
<br />(954) 354.0 60 1 (866) 396-9994
<br />TEAMLTBENGINE"a RING E%PRESS. Cant
<br />ENGINEER INGEXPRESS.CO.N
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<br />* LASf PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS :BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />MIES-
<br />(1 NIT10N OF SERIES �: E-2 HANG STORM PANEL SYSTEM
<br />CONSISTING OF PANEL + Cont, TRACKS TOP k BOTTOM,
<br />(2), END PANELS SHALL M.WAS BE CONNECTED TO BOTTOM TRACK
<br />O'P'l1ERwLSE A STOP LIAR t;�} SHAIi 6E PRDVipED AT TOP OF SUCH
<br />PANE45
<br />(3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 3/4 l-20K3/4 M S, W/ 7/8'6P3/32` WING
<br />R T 4 R 'S 4 Min. THU SCREW INTO TAPPED BOTTOM
<br />ft41T 0 / / I MB
<br />TRACK WGATION OF FASTENERS MAY BE AT QTHL`lf OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />(4). IN CASE TRAY END PANELS ARE NOT CONNECTED TO ti0'R0M
<br />TRACK (I a. A STOP BAR IS ONLY USED AT TOP) AT LEAST Two
<br />PANELS SHALL BE CONNECTED TO 50TTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) RB£'AVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />f 7NSTALLATK)NS ONLY VALID FOR -N0
<br />SPEED UP TO 170 m.p.h•
<br />fidWENGINEERING
<br />Willi,
<br />r Page 2 of 2
<br />All American Shutters and Glass -?4L3a Galvanized Steel Storm Panels
<br />No 33% increase in, allowable stress his been used in the design of this product.
<br />Separation from glazing Is not required ter installations outside of wind zone 4 and essential facilities.
<br />Impact Resistance:
<br />Large Inspect Resistance has been demonstrated as evidenced in previously listed lest report(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 schedule(s) on the
<br />respective Product Evaluation Document fro, 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 with 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 f re product shall be in strict accordance with the respective Product Evaluation Document i.e.
<br />o lit Pr a r pe
<br />engineering drawing) as noted herein.
<br />Ail suppoding host structures shall be designed to resist all superimposed loads and shall be of a material
<br />Wed In this products 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 situ -specific basis by a registered
<br />professional engineer
<br />Allcomponents 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 />Respectfully,
<br />� tgltWM
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESSO
<br />4PE0040549 I l: eri. Auth. 9885
<br />160 SW 12P1 AVENUE SUITE 1D6.., DE.ERFIELD ;BEACH,. FLONIOA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM @ ENGINEERINGE%PRESS,CON
<br />ENGINEERINGE%PRESS.COM
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<br />1 20-31543 1
<br />INSTALLATION DE C S FQR SERIES 2000 E-Z NAND STORM PANEL C1 t
<br />INTO POURED CQbICRET.E,_CONCRETE BLOCK AND WOOD STRUCTURES
<br />• � i ; k
<br />-"„_EXr."' PDURED
<br />OONCREPE OR 1,'4'4 TAPCON
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<br />CONCRETE BLOCK ,�- REWIRED_ it ANCHOR O 12' OEG
<br />r r 1 dr7�71
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<br />1/4'e TAPt%7N _,=- 14x`. HEX HEAD t'EK WOOD p / t•",r'' \`Y 14a1' HEX W-40 TEK
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<br />diA53. DiItt RIVET WITT IiI
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<br />ss I Ts e 0 .:,.,.,. 1 SAIL #14Y..nors'-�St_., I MAK
<br />a w uLENGTH +kweoLS PI 5._.. 9 I W """"'-_....__.I PANEL LENGTH
<br />(D f R t' Min. j i p t° RBiL i 7i/t _
<br />iSKh OPA GLASS.
<br />i �`g n`- �R OIASS. j "-+ OF '
<br />DF L`
<br />14
<br />THUMBSCREW
<br />f
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<br />�--i t ; p I ij4 6 TAPCCN ANCHOR
<br />`'.:.,{ 1 t O 12' O.C.
<br />1}4'0 TAPCOFN�( 2'a4" WO
<br />ANCHOR O 12 O._ Pil,-�-PUOD
<br />C,TE
<br />_. CONCRETE BLOCK - .v , _....._� ,FI ... ROCLARED
<br />REDUMECE
<br />WALL MOUNTING WALL MOUNTING
<br />SECT30N a AI TER"AJff E21 W
<br />SC4E 3/8=1- SCALE 3/8-1"
<br />,afHlUiillN,
<br />a '�avEN •' P k
<br />FLORIDA BUILDING N CODE (Non High VelocityHone Zone)[
<br />iyQffS`. ap MIN. PANEL LENGTH _« D..'4t)< -.Hui core -
<br />SMALL BE 2'-6" saoaa. fJ-
<br />24 GAGE GALVANIZED STEEL STORY PANEL aIINHJirv.
<br />s r--'-- -
<br />t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN =ir #
<br />_�
<br />PRESSURE RATING +/- 400 Ps:f AND B'-0' MAX STATE
<br />PAWL LENGTH. 1 ••qq,, --'_`' '1LTTE G 41r, GLOBAL PROTECTION PRODUCTS. TLC, oT/PAP
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 S'z '`I43i;14 .2�7 '+w°
<br />a EINac61 rANT
<br />SPECIFIC ,.. ,•. ab. n. s,. as w,A.rN6e. n a OWE F1 13Ii4 20-175
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<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ h P: P.A.•.
<br />Si LF,• s+s r.#�7,^'-'sx w.� lm-,M, PHONE, fssr)e�ga-zs,s. rrA tP3+NeP-a+sd
<br />DENSITY OF 0,55 OR EQUAL sc a rn e. r vI•YMMe aA6 CRWRNU Nm.
<br />PrNnNANdL A PI,..
<br />>< 'AYaTERi - *i-lu nn a -Awn 19 OF ,a
<br />44167
<br />r ALL AMERICAN SHUTFERS AND GLASS
<br />24 a GALVANIZED STEEL STORM PANELS (HVHZ & NON HVHZ)
<br />WIDTH' UNLIMITED
<br />PERP O PANEL5PAN f T )
<br />OP MOUNT CCNN T M. NTT... ,v.
<br />T P,
<br />TYPE AS RE 'D 4 J
<br />SECTIONS
<br />-{- OPTIONAL T' 20 STITCH
<br />apLT NUTS FASTENED
<br />9
<br />WINGNUTS FASTENED 0
<br />j w OVERLAPS O MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />as 1
<br />u PLAN VIEW
<br />p vt�u�p.
<br />E ulf a�. : RD.156"
<br />BOTTOM MOUNT
<br />(CONN TVPE
<br />MAY BE AT TO ` „f' D,aiS"
<br />NTE.
<br />ELEVATION
<br />TOP MOUNT
<br />-..
<br />LInaX
<br />(CONN TV P
<br />A5 UQ D)
<br />(SPAN ABOVE
<br />ucntsN)
<br />RE
<br />E84�
<br />esiRUCTION
<br />ON
<br />6 x w
<br />MAY VARY
<br />(LOCATION Y 4
<br />(nEn�
<br />L
<br />BOTTOM PUUNT tDONN
<br />Lnax
<br />(SPAN BELOW
<br />TYPE AS RE4'0)
<br />OBSTRUCTION)
<br />PANELS MAY aENCITCHEb AS REQUIRED,
<br />OPTIONAL Y<'ZDSTTTCM
<br />BOLTSWITH WASHERED
<br />PROM GEDIHAT CbNNEOTIONS AND
<br />ANCHORS,AItE USHO S4H1CH SATI5F/
<br />WINGNUTS FASTENED 0
<br />SPANS A80VEa OELDN,'l OBSTRUCTION.
<br />OVERLAPS 0 MID5PAN(USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 NT,S.
<br />ELEVATION'
<br />BOTTOM
<br />OUNT
<br />ICONN TY
<br />AS REQ'R)
<br />-a
<br />TOP MOUNT
<br />{CONNTYpE
<br />AS REQ'D}
<br />ALLOWABLE PANEL. SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MAXIMUM STORM PANEL SEPARATION FROM GLASS
<br />m1 I ZONE 4 ESSENTIAL FACHI ES V72 wNnZ £ & P )
<br />,
<br />%POLIO 1
<br />k
<br />ESrGN O ( wA
<br />.auo 6E
<br />T SL 1 ill i10 5 'EATER
<br />tNSTALIA ION LESS NS LtA N GR
<br />PRESSURE i SPAN ttINRgI
<br />30'A GRADE KHAN 34' eOYEGRADE
<br />THAN BOVE A
<br />(P`+r)
<br />•30 23011ln
<br />bilfim� 2_16In
<br />/dS { I-RD,aIn
<br />6,r%}IN 2.16 In
<br />+j"La f 130A IF
<br />sion in
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<br />96 7.16 In
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<br />50 130.[.M
<br />.1
<br />6,06IN 2 6tn
<br />SPAN 5CHt1:}ULt NU l t5:
<br />1, ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE 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 />CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(°P"•7AACk, STVObE4 ANGLE.E C.). USE6,2S'
<br />D C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H"- AND'U"'HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />1 LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER WAD.
<br />1. ENTIBt SPAN SCHEDULE WITH PDSZTIVE OFSIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO SE PROTECTED-
<br />2, SCHEDULE IS REQUIRED FOR USE wDti POSi'iTVE LOADS ONLY,
<br />INTERPOLATION BETWEEN WADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER
<br />LOAQ,
<br />TI F HVHZZANO ESSENTIAL
<br />3. FOR IN TALLA ONS OUTSIDE THE OUTSIDE OF ESSEN
<br />.1 FACIt:ITIES IN ASTM WIND ZONES I THROUGH 3, TikE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED
<br />PMIIKE6IN R0.0 PE
<br />F PEO'N•I6E,4 Cq �BES
<br />D¢yll
<br />MAXIMUM ALLOWABLE
<br />EIVn
<br />ly
<br />�� Frank
<br />DESIGItI PRESSURES- r)5Ta
<br />Anmtl
<br />Y
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES:'
<br />SCHEDULES
<br />�el
<br />POSITIVEAND NEGATIVE DESIGN PRESSIIRESCALCULATED
<br />v a
<br />m
<br />FOR USE WITH THIS SYSTEM $HALL BE DETERMINED PEA
<br />IDG yy
<br />SE R TE ENGI EERING IN ACCORD NCE WITH T PA A N A E
<br />({ pp
<br />GOV NING CODE Rr"aSURERE UI EME SEAS
<br />E P R NT
<br />DE'TERMf D IN A CORDANCE Y117H ASCE 7 AND C' AFTER
<br />u 4U
<br />_a n
<br />4m _ED
<br />a "� a
<br />Sb09 OFE FL0Ri0A BUILDING CODE SHALLbE LESS THAN
<br />OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED. HEREIN FORANYa
<br />w?
<br />W g LS
<br />ASSEMBLY A5 SHOWN,
<br />F 61
<br />15
<br />GENERAL NOTES:
<br />3"� .1
<br />iTHIS SPECIFICATION NA:REEN Df$SdNED AND BHALLBE FA6A4^ATFD IN
<br />ACCORDANCE 6YITH THE REQUIREMENTS Of THE FLORIDA BUILDING CODE
<br />SEVENTH EOTTION(?02D)FOR Lh-E tNStDE AND OUTSIDE OF THE HVHZ, PER
<br />TAS201102.AND 2D3 TEST ROTDCU LS; CDPITRACTOR SFALLINVESTIGA
<br />AND CONFORM TO ALL LOiAL BUILDING CODE AN,ENOMENTS W RICH MAY
<br />APPLY, DEGffiN CRITlRIA BEYOND AS STATBO HEREIN MAY REQUIRE
<br />I, 01w
<br />l7 W
<br />lap
<br />ti
<br />(/I
<br />ADDRIONAL SITE -SPECIFIC SEALED ENGINEERING.
<br />2. IWO331/3nINCREASB IN ALLOWABLE STRESS. HAS BEEN USED IN THE
<br />J
<br />DESIGN OF THIS BYSTEM
<br />B, THE ARCHW TIENW,r N . HI RECORD FOR THE PAD)C£T
<br />BUPBFar UCTU REtuITH NWHI[H THISDESIGNIS USED SHALL BE RI!SPONSISLE'
<br />^�
<br />FOR THE INTEGRITY DP ALLSUPPDRTPIG SURFACES TO THM DESIGN WHICH
<br />t'
<br />SHALL BE (OORDI NATED BY THE PERMITTING CONTRACTOR,
<br />4. SEAARPTE 5rLE5PECIFIC' SFALEG„ENGIH ElRtNG SHALL 9E R IPPD [II
<br />5S
<br />DRq@R,TD DEVIATE FROM LOAD ,OEFIfiOTfONa, U'SP0.NS OOrrTAb D
<br />A
<br />F.
<br />r '
<br />HEREIN.CDNTA ff791SENGINEER PDRALTERNATE SPNI .ALCULATI0.y5 AS
<br />C
<br />M
<br />M AYR RagUIRED.
<br />❑ETAILED HEREIN i5 GENERIC AND DOES IJ➢T PR01N➢E
<br />THE ION MR
<br />INFORMATION FOR ASFECIFIC STCE. FOR SITE CON DLTLONS DLTEREKT FROM
<br />ry
<br />LLI
<br />Gl
<br />7
<br />THE CONiITTONS DETAILED HEREIN', A LICENSED ENGINEER OR REGISTERED
<br />AftCHITBCT SH ALL PP5PARE 51TE SPECIFtC DOCUMENTS FDR USE IN
<br />LQy: (et
<br />M RIUNCTioN tfITH TNIS DOCUMENT
<br />6, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />a y
<br />,4t K
<br />PRESSURES ➢I VIDE➢ 11 A LS SAFETY FACTOR.
<br />7, ALL FASTEN @RS'30'N L' OR GRPFTER SAf4RA 15 UNLESS NOTED
<br />OTNERIVI9E ASTENERB SHALLBE CAOMIUM-PIATED 40. OTHERWISE
<br />[T.i
<br />_ `"
<br />moo
<br />6
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH `SPECIFICATIONS
<br />THE
<br />Z F
<br />FOR ALUMINUM STRUCTURES"SfLTIONI3 BY AL MIN UN ASSOCIATION,
<br />D TA t D C L
<br />INC„ &ANY APP CA&E FEGERA4 6 TEr fl N )OR LO.A CODES,.
<br />aµ
<br />It ALL STORM PANELS SHALL'BE' 24GA,5TEEL l D024'
<br />STO F PAIJE SHALL FORM IO ASTI A653 TRDGTDRA O_llALITV
<br />➢. R I L5. CON q 9 L
<br />cd
<br />STEEL. G60 G LV llZYO CO M.WITH NI MUI F yL81 b
<br />A RI A A NI d Y K I
<br />w
<br />10, ALL ALUMINUM EXTRU51ONS SHALLeEbDE?-T6.AWMINUM ALLOY.
<br />LINLE55 NOTED OTHERWISE.
<br />Q'
<br />11. TOP&6OTTOM.DDFAILS SHOWN MAY RE TNIERCHANGEOAS FIELD
<br />CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR
<br />HORIZONTALLY AS APPLICABLE.
<br />12, CONCRETE ANCHORS NOTED HEREIN SHALL BE-EHREDDECTC
<br />OESrGN AS
<br />Ta DAf4AVS
<br />ERIAL
<br />BEYOND THAT
<br />EON
<br />DMumENT
<br />uPF.(L),LABEL
<br />.
<br />VISIT ECAL'C.IC 1375d3
<br />F?R9 FI L_IIFT 0 •-•
<br />].'A -ill {,
<br />.nsi alalNEezwsE#rRr�a rgwaTbRE �
<br />FaRugNrWNa PUNS ,''•EPORB PE9JlftCE3
<br />T MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />2p8�d
<br />-i4" H•AaNr
<br />o-
<br />a
<br />24"'
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<br />22-
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<br />31,
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<br />2.
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<br />2 -r
<br />2T
<br />'33.
<br />a"F "
<br />23'"
<br />23"
<br />24'
<br />II'
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<br />3
<br />23"
<br />agkbut"F Track
<br />it
<br />24"
<br />24"
<br />2P
<br />�"
<br />AV
<br />46"
<br />SPY
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<br />25"
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<br />31'
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<br />31°
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<br />22'"
<br />22"
<br />22'
<br />I 1"
<br />2a".
<br />3D'
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<br />26`
<br />22'
<br />2fl+'..
<br />t 1"
<br />$
<br />H.
<br />tWaa MPuni
<br />2 ,,,
<br />24"
<br />2 4"
<br />30'
<br />48"
<br />- BO"
<br />2�
<br />4B`
<br />24'
<br />H
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<br />0"
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<br />2 P
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<br />23
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<br />23""
<br />BON.
<br />1111
<br />O' T Eck
<br />28'
<br />2 r
<br />2R"
<br />33"
<br />53"
<br />S6"
<br />31^
<br />53'
<br />W
<br />3T
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<br />INTERIOR FASTENING
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<br />OVERLAP 1
<br />s
<br />4' MAX. A COWIERCE95NRE DETAIL 1 25" MAX. IZ
<br />D.laa _T - -1N:' J: E E v' MAN,
<br />.11 qq
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<br />D,.T IAAiIa�
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<br />DISTANCE
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<br />OVERLAP O.f Ia "
<br />MAX. Hill ll'[II MOIIHri.11l'SIINFIIrIAIr. e �w0gg
<br />�-.25"P4AN L500" 6�1- LL8
<br />� fITS
<br />MIN'
<br />,.T a�LnL" 11-
<br />Italia,
<br />3
<br />fJ
<br />D
<br />-4"MAX. i MIN.
<br />4 IrsFe �'fLI., LOCO i?>'a .Fm I,I• r_TT ,F- €
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<br />EMBED' ..-E yTTI T.pM�.Y` m�E.
<br />lit TRAP'MWIIT CLO6UPF DETAIL
<br />'nTs �•, AAA
<br />U
<br />03FiNgRPA.%If�NNPRDOfE.'.
<br />20-31543
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS IN ITS O.C.
<br />CFWW-
<br />®�®®�i�1®®�®
<br />MM
<br />1.
<br />;i
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<br />y,
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<br />I
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<br />214"EDGE DISTANCE
<br />'�
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<br />ANCHOR rRESSURE
<br />Tyre r.AeF
<br />IN'NIIIP tD i -11'
<br />tiPAN LM'� IN ii'-I1'
<br />iPAN OP 1n 111'_III'
<br />CON TYPE
<br />r1 C (3 Cq
<br />CQMN TYPE
<br />CS C2 CB [4
<br />CaNN TYPE
<br />[1 C2 C3 Cq.
<br />llA [T BED
<br />EM D3
<br />cal Rw. 4i
<br />u
<br />4H
<br />52
<br />72
<br />i!S'
<br />36,0 160
<br />109"
<br />25'
<br />16 0"
<br />16O 75"
<br />32S
<br />16 D'ISN 67"
<br />Iz s'
<br />Esc laD
<br />sa"
<br />1zs
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<br />]?s
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<br />12 S'
<br />Ii,D 16 0
<br />7 5"
<br />12.57
<br />1 ,0"
<br />L9 7 6.0-
<br />12 9
<br />16 0'- 14 7 A"
<br />325'
<br />2:9"
<br />I60 i6D
<br />1 6D 14 T"
<br />6,4"
<br />6.u"'
<br />125
<br />125
<br />16.0"
<br />IS.D".
<br />147 .0'
<br />147 B:1T
<br />12,S•
<br />Sty"
<br />1E.D"147SO
<br />]fi3O"1' T 6,W
<br />4
<br />o.
<br />n 11 1 V/ - CME. 33
<br />(bOSC 4
<br />Vf nE'N 1
<br />40
<br />s2
<br />72
<br />LY 5'
<br />5, 16 0"
<br />] n
<br />] O 1"
<br />1 s
<br />1' "
<br />o
<br />12 D"
<br />] 2 B
<br />SO D" 10 6' 6:2"
<br />1.15
<br />S G.9 141
<br />81'
<br />12S
<br />16d'
<br />9 3fi'
<br />7
<br />AZT
<br />3E0 9,7 56"
<br />t85
<br />LRS
<br />Lt 5
<br />160 "'0
<br />ldD 11 ]'
<br />16,0 95
<br />7,D"
<br />6: a"
<br />5.6"'
<br />125
<br />125
<br />1 S
<br />160"
<br />fiD"
<br />16 0,"
<br />Sfi 5.6
<br />Pe SE'
<br />9 6 _.6"
<br />12 S
<br />13s
<br />12 6
<br />1fi 6
<br />3B D" 4.5 56"
<br />16.0' 9.6° &W
<br />$
<br />V4"I,1-1/4-CNECD 33
<br />TAP CUP CFAs' 41
<br />46
<br />L1R1 ii
<br />T2
<br />125
<br />14,016,0"
<br />lay
<br />1;011,5
<br />125
<br />]6.0"10.2" WIA
<br />L25`
<br />110 13,3"
<br />125.16or
<br />9,2"
<br />125
<br />16,D^.9.2".
<br />12,5
<br />180 ILA,
<br />125
<br />160"
<br />'a
<br />125
<br />16,a" 9.1"
<br />L2 5"
<br />L2.5"
<br />16 0 1015'
<br />ibD 41`
<br />12.5'
<br />125'160"
<br />I'll.
<br />9.!"
<br />9
<br />12 S
<br />12T
<br />I6.a"-9.1
<br />3 M. 8" EMBED
<br />7 N 33
<br />A Pt IHI i!"R 1 41
<br />LTOOD 8FI6NIn0 46
<br />52
<br />'T2
<br />L2. 5
<br />1G0 6"
<br />7�3"'.
<br />2 5"
<br />S
<br />1 ,S
<br />6 0 5.
<br />e
<br />12.5"
<br />3fi a T.D
<br />5.9"
<br />12 5
<br />1Z. 1"
<br />9 E' a.1"
<br />8.25•
<br />L 2.S,
<br />15,4 9
<br />S
<br />5. 0
<br />625
<br />]ZJ'
<br />47 4.0'
<br />6.25
<br />I
<br />LR:S"
<br />34 2 S S'
<br />d; a
<br />b,RS
<br />Y2, 3":
<br />d 7 4.0'
<br />F.35.
<br />6.26"
<br />123 i7'
<br />9.D"
<br />e.25.
<br />123"
<br />471. 4.U"
<br />fi.25'
<br />ANCHOR NOTES:
<br />1 ANCHOR SC D LEAPPLSES.O PRODUCTS =1 ED HEREIN, BUTO L OVIDES
<br />HE. U T A R TF TIFI H N ONLY PR
<br />�P � ALLOWABLE P E A INDICATED
<br />MAXMMUM ALLOWABLE ANCHOR SPACING MAXIMUM A WABt ANS AND R SaURES
<br />IN SPAN SCHEDULE SHALL APPLY,
<br />ENTERAN OR SCHEDULE EIPSED ONP PANEL FASTENER SPACING THE STRUCTURE
<br />2 LT A N R
<br />MATERIAL,6 ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR UALTO GATIUE DESIGN
<br />LOAD ON SHUTTER AND SELECTSPAN GRFATERTHAN OR EQUAL TO SHUTTER5PAN SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTWG CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET2 FOR IDENTIFICATION OF CONNECT ION TYPe ,
<br />A )
<br />3 "PANEL FASTENERS"ARE STU 65 USED IN LY1NI UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />STUDDED LE C E fi 25 O C PANEL F E 5 ACING TA LE VALUES R
<br />'F" _TRAM ANGLE, ET DS ASTEN R P B V TO cK
<br />RLL "li" AND °U'-HEADERS (INCLUDING BUILDOUT fONDIiONS)
<br />4 ANCHORS SHALLBE WSTALLED IN ACCORDANCE WrrH MANUFACTURERS' RECOMMENOATION6.
<br />51 HOLLOW BLOOM HOST $TRUCTVRESHALL CONFORM TU ASTM C90 BLOCK,
<br />6. MPl1MUM EMBEDMENT SHALL BE AS NOTED7N ANCHOR SCHEDULE.
<br />MIWMUM EMBEDMENT AND EDGE DISTANCEEXCLUDE5 STUCCO, FOAM, BRICK, ANDOTHERWALL
<br />FINISHES WALL FINISH E5 SHALL BE LIMITED TO 1/4 MAX OR SHALL BE VERIFIED BY DTHERSTO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKLED CONCRETE ONLY,
<br />9, WHERE ENISUNG STRUCTURE IS WOOD FRAMING, EYLSTI NG CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INfOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING.
<br />TO PLYWOOD I$ ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />1D, WHERE ANCHOR5 FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHA.i_L BE LOCATED IN
<br />CENTEROF NOMINAL2 X4"(MIN.) WOOD STUD(1°EDGE DISTANC£IS ACCEETABLEFORWOOD
<br />FRAMING), WOOD STUD SHALL BE'•500THERN-PINE`G=OES ORGREAT:ER DENSITY, LAG SCREW
<br />SHALL HAVE'PHILLIPS PAN HEAD OR HEX HEAD,. -
<br />L t. MOVABLE AN ORS ARE. DEWALT PANELMATE ALL -POI 50LID-5ET & BRA55 BUSHING
<br />RE CH . A NT5
<br />12. MACHINESCREL°.'S SHALL HAVE I/Z"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MA1' HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFER HEAD'(SIDEWALK BOLT) U.N.O.
<br />19, MINIMUM EMBEDMENT AND EDGE DTSTA'NCE EXCLUDES 'STUCI;Ci00.0THPR WALL FINISHES,
<br />14.Iv DESIGNATES ANCHOR CONDITIONS WHICH ARE ROT ACCEPTABLE USES.
<br />15. ,ill DIRECT MOUNTING CONDITIONS
<br />L6. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOkSCHEDULES HrTEg ON
<br />THIISSHEET.
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<br />SHEET NO.
<br />IS
<br />1.5
<br />1
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|