|
--4 At" j�
<br />MEMO --rddes
<br />P
<br />-T
<br />=(c-D P-25 F
<br />SEE NOTES . 3. 4
<br />IS
<br />(WrER�Oft
<br />PANEL)
<br />IS
<br />(INTERIOR
<br />PAN
<br />(INTERIOR
<br />BE
<br />PANEL)
<br />(END PANEL)
<br />SEE NOTES 2, 3. 4
<br />_IPLTM PANELS W/ 1/40-20
<br />S.S. T. .1. A. OVIEF
<br />(SEE . RF PLWAW
<br />I L I
<br />AU,%W"
<br />PROVIN INDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO . RISI
<br />Lr4.
<br />V -11 LAST PANELCD TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />INSIDE OF STRUCTURE
<br />1
<br />PANEL LENGTH
<br />40.0 p...I.
<br />a -
<br />1
<br />AP'
<br />BOB
<br />OF 'L
<br />MAX.
<br />SEE NOTE 4
<br />3 m., L.
<br />KITE 3
<br />ANCHORS
<br />(SEE SECTION EZI A, ALTERNATIR EZIW ON SHEET
<br />..b,EZ11/18,
<br />P-EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL njSYSTEM
<br />UP
<br />ENGINEERING
<br />ENmimicicRiNcp IEXPRIESSO
<br />PRODUCT EVALUATION REPORT
<br />September 15,2=
<br />17889.1 - R2
<br />Application hk~
<br />EX Projed Number 20-311543
<br />Product Manubcauser AN American ShUden; and Gleas
<br />Manufachantir Address: 150 Donne Road
<br />W" Palm Beach, FIL 33409
<br />Product Name & Deser"w: 249a GaNanized StW Slarin Panels
<br />Ligge, Mite" Impact Resistent
<br />Scope of Evoluadon:
<br />This Product Evoluation Raipod is being "ad In With ft MWINNowds Of ft Hart"
<br />D"Bilimard of Susiness and professional Regulation (Florida Building Commilialon) PAde chapter
<br />Nxted above has been
<br />6102D-3.005, FAC.. for steanvide acceptance per Method 1(d). The product r
<br />tesbad ancilor evaluated as surninalizad herein to show coffowme with the Florida Sulkling Code
<br />Seventh Eddw MM arx! it. for to purpose intended. at WW @PWAvalext to that required by ONE Code.
<br />R*4wakob OfVk product 9W be InKildred folieving pertinent Florida Buildift Code woocaums or
<br />an
<br />Substn~ng Dab:
<br />PRODUCT EVALM711061 DOCUSEM
<br />EX drawing 0"1543 Wded -24ge Galvanized Steel Stoirn Peneas (HVW & sheeft 1-5.
<br />pirepered by Engineering Express. signed & sealed by Frank Sennairdo. PZ Is an lrftgtW part of Oft
<br />Evalusilon Report.
<br />TIEST REPORTI
<br />Lkwomn , structural parliannence has boon lessed in accordance with TAB 202 test standardis per Beat
<br />reportis) SOT-ASG-1 7-M by Slackwater Testing. Inc.
<br />La 9 ""Is Impact resistance and cyclic loading performance, has tom in accordance with TAB
<br />heckwahir Testing. Inc.
<br />rg
<br />201 mid TAS 203 Wd standards par tog repor!R(E) 4111ST-ASCII-1 7-001 tri 8
<br />STRUCTURAL ENOWERM CALCULATHM
<br />Structuml ectionearing eakuMfts have bow pripared wtkh avalude the product based on
<br />comparative andfor rationed analysis to quaft the following deep critana:
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. Minimum Glen Separation
<br />a- Anchor Spacing
<br />260 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />-0660 1 (866) 396-9999
<br />(954) 354
<br />TEAM 0 ENGINEERING EXPRESS. CON
<br />IENGINEFRIINGEXPRESS.COM
<br />-43= 1 -1
<br />J
<br />V AAW
<br />B"
<br />ui
<br />L1%
<br />6-1
<br />AM
<br />-Y
<br />A
<br />NOTES
<br />(1). gNMj&:W 2DOO: E-Z HANG STORM PANEL SYS"
<br />+ Cook. TRACKS TOP & BOTTOM.
<br />C
<br />(2). END PANELS SMALL ALWOkYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP W %) SMALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PAWLS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4-0-20x3/4- M.S. W/ 7/8*00/32" WIND
<br />-00/4- Min. THUMBSCREW KID TAPPED BOTTOM
<br />NUT OR 1/4
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FIAT FLANGES OF END PANEL.
<br />k4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i- A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. MY SUCH CASE, CONNECTION OF
<br />PAWLS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY
<br />SPEED UP TO 170
<br />CODE
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glen - 24p Galvanized Steel Storm Panels
<br />No U% incIressein alloweblestraothes been used In thecleagn ofthis product
<br />Separation from glazing is not required for Installation outside of wind zone 4 mW essential faciNee.
<br />IMPS
<br />Large Impact Resistance has been demonstrated as evidemod in previously Isted NO reportis), and Is
<br />ct Resinance:
<br />for in the anigineerding design of this product.
<br />Mnd Load ReWstance
<br />This product has been designed to nWd wind Wads as Indsontex! in the "an scheNdule(s) on the
<br />respective Product Evakn*w Docurnert #.a. engineedrig drawing).
<br />Insafilaidon
<br />This product shal be koWW In Strict cw"wM with as raspective Product Evalundim Doct~ O.S.
<br />engineering diewing), along with sit campowds noted ItHerain.
<br />Product components shall be of the avres" specilled in that product's respective Product Evaluation
<br />Docurnard 0.9. amillroeft drawft).
<br />UMIftdonis; & CondidDirlill; of USO.
<br />Use OF Oft prodURA Shel be In strict accorcliance with the resplective Procluct Evaiuslon Document Q.e.
<br />engineering &SWW4) BE noted WWn.
<br />AN supporting host Structures, shell be designed to reshat al superkriposed lowls, and " be of a ffmwol
<br />asked In this product's respective anchor schedule. Most structure condillorns which are not accounted for
<br />In Oft prodkeCs respective anchor sehe" RISEN be designed for on a efte-specift basis by a registered
<br />onQl-.
<br />AA componords which we pwmenentV Insisted shal be protected against corrosion, conbuninaliken. suld
<br />other Such dernege at ED times.
<br />This "W has been designed for use walk aild outside ft High Velocity Hunicane Zone (HVHP.
<br />RespecIfflUlly,
<br />...... ....
<br />OR, 15,
<br />0
<br />Frank BennsixtD, PE
<br />ENGINEERm EOWES90
<br />NPE00465491 CerL Auth. 9985
<br />260 SW 121- Av.1mul) SUITE 106,, DEIRFIELDBEACK, FLORIDA 33442
<br />54 354-0660 (866) 39 _9999
<br />TEAM 0 E:GIMffAI%G IExP:Es9. COW
<br />EsG1 BE tim Exi, ts com
<br />0UW P=WN
<br />Y,
<br />�44 �L-1 0
<br />]j
<br />T,
<br />W.:
<br />T
<br />7
<br />TTOM CLOWU
<br />DMIL
<br />N
<br />NV
<br />Hit!
<br />IV
<br />NO
<br />'i
<br />1/4'o
<br />Wx 15Ae TER
<br />znaw-
<br />ANCHOR 0 12' 0.
<br />SCREW, 0 FROM
<br />EDGE OF
<br />4
<br />so 04
<br />I' WIN.
<br />1/2"
<br />to PER Feel
<br />I
<br />pop
<br />I hal
<br />- -
<br />W-a-
<br />MAX
<br />PANEL LEPCM
<br />#---SPWTM-
<br />TO GLASS
<br />or-v
<br />THUMBSCREW
<br />1/4-0 TAPOON
<br />mom 0 Ir OLE OR
<br />RLOCH
<br />CONCRETE BLOCK
<br />REQUIRED,
<br />WALL MOUMING WALL "II17ING
<br />SECTIgN JEZI ALTMMTM E21W
<br />SCALE 3/8-l' SCALE 3/8-1-
<br />HIM
<br />MIN. PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN
<br />SMALL BE 2*-S'
<br />PRESSURE RATING +/- 40.0 p.s.f. AND 6`-0* MAX
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS M SE SOUTHERN PINE No 2. W/ SPECWX
<br />DENSITY OF 0.55 OR EOUAL
<br />ALL AMERICANSHUTTERSAND GLAS
<br />S
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVIHZ)
<br />WIDTH UPNAL,IMrrED
<br />ERA TO EL SPAN)
<br />P
<br />TOP MOUNT (CONN
<br />TIRE AS REQ-D) SBffnT A
<br />ONN S
<br />OPTIONAL 4�20 STET H
<br />BOLTS WITH WASHERED
<br />WINGNUrS FASTENED
<br />F-
<br />OVERLAPS 0 PUDSPAN III.
<br />APPROPRIATE SPAN TABLE)
<br />PLAN VIEW
<br />Z
<br />of
<br />U, I;
<br />Ro. 56"
<br />WE]
<br />BOTTOM MOU
<br />11
<br />(MAIN TYPE It
<br />11
<br />REQ'D) V I
<br />VR
<br />�391,j
<br />MAY ISE AT 1 0.375'j
<br />DOT70M
<br />t-l"N TYPICAL VERTICAL MOUNT ELEVATION
<br />%SV N.T.S. ELEVATION
<br />TOP MOUNT
<br />[(�.N TYPE
<br />L""N
<br />(SPAN ABOVE
<br />BOTTOM
<br />mw
<br />r7,
<br />Q AS REQ-D)
<br />9STRUCTION
<br />(LOCAnCN MAY VARY)
<br />PMOUNT
<br />VT
<br />CONN TYPE
<br />AS REQID)
<br />BOTTOM MOUNT JCONN�7
<br />I
<br />BELOW
<br />TYPE AS REQ-D)
<br />(SPAN
<br />DESTRUCTION)
<br />PANELS MAY 11 111 AIC1,5 AID.
<br />:L
<br />OPTIONAL )q'-20 STITCH
<br />BOLTS WITH WASHERED
<br />P .... C ED , ,
<br />, r%
<br />ANCHO ARE USED WHICH !�ATISIY
<br />XN GIMIT'StFASTENED 0
<br />SPANS ARSIVE a BELOW 085711 1.
<br />ER MIDSPAN (USE
<br />!ILE)
<br />VERTICAL MOUNT ELEVATION
<br />/-2"\ (NOTCHED PANELS)
<br />N.7.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />(ALL PANEL5)
<br />It 0 Ir oc.
<br />__114.1' HEX MM TEX
<br />��=OF
<br />J
<br />-= pop
<br />RNET
<br />MAIL
<br />I PANEL LENGTH
<br />V-20.2" 5DX
<br />MBSCREW
<br />OF V
<br />I's TAPCON ANCHOR
<br />12* D.C.
<br />14
<br />Hurricane
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: f&j�
<br />11-ig I
<br />.
<br />F-s -NoTmN DESIGNI
<br />SCHEDULES
<br />DESIG N NOTES:
<br />POSITIVE AND NEGATIVE DESIGN PRMURESCALCULATED
<br />FOR USE WTrH THIS SYSTEM SHALL BE DETERMINED PER
<br />Be ENGIN I AC
<br />E Na IN E. 5
<br />NED ACCO A WHIMIPANIN CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />Berle
<br />OR UAL TO THE POSITIVE OP. NEGATIVE DESIGN
<br />Pp URE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN.
<br />Pif
<br />GENERAL NOTES:
<br />IN
<br />11 51 ATl.,.,r.E-.I!MGNEDAND5H-.E FASIUCAjEWIN
<br />UJU��
<br />0=22 Mc"c
<br />Act THE VIRIM MSOFTK..§UILDIWrl4� E
<br />rION W20 N�
<br />N .
<br />BRY USEGINSIDEANDOUTSIDSOFTHEHM,12, PI
<br />TAS No PROTOCOLS. CONTRACTOR SMALL INVESTIGATE
<br />03 JIST
<br />AND ALBUILDINGCOOE A14END14UM WHICH MAY
<br />CONMDEMTOALLLOC
<br />APPLY. OBSIOR CAMP II&ONO AS STATED HfAEIN MAY REQUIRE
<br />ADOTTIONALSITE-SPECIA
<br />SEALED ENGI ESPING
<br />2. MO33-L/3%XNCR**AGCIINALLOWAILErTRESS WAS REIN USEDIN THE
<br />DESIGN OF TH Is
<br />3. THE ARC �INEER Of RECORD FOR THE PROJECT
<br />211115 1.1.1"1 WII.IC" T 1S..11.eSION I PON L
<br />6U. U
<br />TWEINT tf Up, _ EY IGN WHICH
<br />&TE
<br />g
<br />C3.
<br />E BYTHEj ""Wr
<br />..7
<br />4.
<br />ORDER TO DMATI PRO 4�1-04104 I NTRIXE
<br />IN I GUIE A09FLT1%WASPSAiFC5AL`CO
<br />HERE CONTACT7HSE RATIONS AS
<br />%
<br />5 BE UISID
<br />MAY
<br />NEWSMEN DETAILED HEREIN 15 GENERIC AND DOM NOT PROVME
<br />INFORMATION FOR A SPECIFIC SITE. FDA SITE CONDITIONS DIFFERENT FROM!
<br />LIj
<br />THE CO N, A LICENSED ENGINEER Olt REGISTERED
<br />ARCHITASICONOMS MCIFIC O0CUMfWM OR USE IN
<br />CD 1UNCTION WITH THIS OOC&ENT�
<br />6. "'DEMON PRESSURES N7 AM EASED ON MAXIMUM TESTED
<br />FN
<br />5 SW
<br />Varke
<br />Sea jEA Af�RuAoe 3 UNLESS NOTED
<br />&rH NAMNRIQ TH, CA M�PLA D OR OTH RWISE
<br />EP
<br />ER ANDSMALLCOMPLY
<br />COMOSION-RESISTANT MATERIAL WITH "SPECIFICATIONS
<br />FOR ALU -UM SYRUCTUMr SECTION 1.3 BY THE ASSOCIATION,
<br />tWKINUM
<br />at
<br />INC., APPLICABLE FEDERAL. STATE. ANDYCR 0 AL DES.
<br />1. A�ANSYTORMMNELSSMAURN24GAS�LIt. all.
<br />0. !nORM PANELS SMALL CONPORM TO ASTH "53 STRUMNAL QUALM
<br />STML�GdOG
<br />1 . ALL ALUMINUM EXTRUSIONS SHALL BE 6063�T6 ALUMINUM ALLOY.
<br />X
<br />UUSNOTEOGTHERWISE. AS FIELD
<br />#MTIONS PttUEL� MAY BE MOUNTED VERTICALLY OR
<br />HORIZONTAL L%AZLI
<br />qC
<br />22.1 CONCRETE ANCHORS NO TED HEREIN SWALLSE EMBEDDED TO
<br />Pro _CMCKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />KA UFACTURERS WOMM DATIONS.
<br />13. THE CONTPACTOP. 19 RESPONSIBLE TO INSULATE OR PROTECT ALL
<br />MEMBERS FROM DISSIMILAR PLATERJALS, TO PREVENT ELEClItCLYSIS.
<br />IN
<br />24. ENGINEER SEAL AFFIXED "ERE 70 VALIDATES STRUCTURAL DFUM AS
<br />-SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR, 81. k
<br />IN MNIMS & SAVES HARMLESS THIS ENGINEER f0l, ALL COST& DAMAGES
<br />INC DING LEGAL FEES A APPELLATE FEES RESULTING
<br />FARRUICA17011, SYSTE14 ERE MON,& CONSTRUCTION PRFACWTMICFE46AMD THAT
<br />ICKS�LLeDFOItBY�AISTATt,&ROeR�CODESSFAOM
<br />EVIAMNS F TH35 LAW.
<br />S. EXCEPT AS EXPURELY PROVIDED HEREIN, NO ADDITIONAL
<br />CERm�TIONS OR AFFIRMATIONS AM INTENDED,
<br />Is. ALTe"TIONS, AD OR OTHER MARKINGS TOTHIS DOCUMEANT
<br />0,
<br />me "a, PeRmrrreo ANOMOATI! THIS CERTIFICATION,
<br />? PANELS SMALL BE PERMANENTLY LABELED WITHA MIN
<br />I IKU (1) LABEL
<br />PF
<br />fiEVgtV3.DFEercaNy�imGimEr-OLLOWINGMMRfOATIOMN
<br />ALLAMIRICAN SHUTTERS AND GLASS
<br />Hj '
<br />MZ
<br />52011A
<br />70`A 0 TAB&
<br />F RIOAPROOUCTAPPK ALNUMSER
<br />20-31543
<br />VISIT ECAU.C.10131643 r.1 $1 r.1
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<br />NAL INTERIOR FASrENING DETAIL
<br />L
<br />I'D
<br />Z
<br />UE
<br />ION NNOYE.
<br />-SMOUORMS�NUT
<br />:ONXIIININE, -QUU*D B&`-Y`M "HXM � �L W - �`Ut I
<br />USING ONE (1) or THC O`n- TO, ON arm. CLOSURE, M
<br />W MOUNTING CONDITION SHOWN IN ONVOINGS.
<br />Ln
<br />LU
<br />IWDF�
<br />ON MM PACE
<br />MNGHU, 0 INS, O.C.
<br />9j
<br />HOLLOW BLOCK ON
<br />20-31543
<br />�W TAW, 0 Jjjjgjj�
<br />EGRESS
<br />PANEL DETAIL
<br />R�NAL
<br />FASTENING
<br />-2 250'
<br />41 DOW",
<br />2250
<br />O..75(r
<br />UI,
<br />0
<br />11 1A T Z
<br />P21Y-J TYR A �i TYP
<br />094'
<br />1.930" 1.030" .062* D94 on, It!
<br />o DE,
<br />�06Z- 250, -4 2.000- 1--
<br />0 09, 0. 21
<br />.030' - 21020 2DW.
<br />Ar ±FAM @"AN CLOSURE
<br />&MAL-
<br />i ,.- � V
<br />N-V I i I 17�.
<br />T- 31 3801, KAX
<br />�.Rk&SID o 0 313* 1.007- ;4
<br />--.-14.075'FARELLEN
<br />D 5 0 CSO"
<br />12.500"PANEL COVE E6 0
<br />Al M 0 D4
<br />BS.
<br />no
<br />tLO.M. t ..;a7
<br />-.09or Zj Is*
<br />TYP. ti (A
<br />INA. .'o.
<br />(,)M MGM 957'
<br />0.3-76'
<br /><
<br />LEC
<br />T DWCTWN
<br />3.000--=L70.12V'�'
<br />- 0.
<br />ReASUNED
<br />MATf. �X-
<br />0.
<br />140
<br />OVERLAP
<br />4- A .2S'KAX..
<br />MAX C)RNERCUMPURE
<br />---pgre
<br />23* MAX.
<br />MAX.
<br />BUILD -OUT I
<br />MSTANCE
<br />ED
<br />I Ifli
<br />FLAP 3.820'
<br />A-
<br />25-MAX. .500"
<br />1.500 - --- it
<br />M
<br />Ir MAX. I
<br />!N
<br />IN
<br />�&HER ajXMM OEvUl
<br />1
<br />RED
<br />RAG I:
<br />Is-'00"
<br />D 4M7
<br />G., L.-
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS is 12.5' D.C.
<br />2.3- EMP DISTANCE
<br />PLAN �N
<br />ANCHOR PRE�
<br />TYPE inn
<br />WM UP TO 61-0*
<br />1 SWAWM up To C.
<br />I BMUPTOI#-2c
<br />CONIS TYPE
<br />C1 C2 C3 C4
<br />DUN a
<br />Cl C2 3 OR
<br />We" TYPE
<br />C1 C2 C2 C4
<br />�aal 33
<br />DONALT UtTRACCH 41
<br />40
<br />#=a-
<br />9.9"
<br />10.2"1
<br />CS"
<br />1 12.5"
<br />16.0' 9.1"
<br />6.V'
<br />NNE
<br />46,a* 11.8"
<br />SO'
<br />IM"
<br />16.0"
<br />2';
<br />S.S
<br />12.5-
<br />610, el*
<br />S.S'*
<br />11
<br />R"', 'L
<br />111.
<br />1:.
<br />1:0: 0-1
<br />S*'
<br />.4"
<br />314"
<br />IZ.511
<br />16.0"
<br />8.1-
<br />5.4-1
<br />12.5"
<br />I&D- Ll-
<br />5.4"
<br />33
<br />-1
<br />49
<br />3Z
<br />1116"
<br />Isla, 1&0`-1
<br />1601
<br />ILs"
<br />Ica"
<br />is.ir,
<br />12.d.
<br />12.5'.
<br />TS 0 1-3 4'
<br />W7
<br />1215"
<br />16.0`1 16,01,
<br />23.9"
<br />J'
<br />16.0"
<br />ILI"
<br />1.6"
<br />12.9"
<br />16.0 .12.0
<br />9.6
<br />16.0" 24�9"
<br />11.91'
<br />1?
<br />If,
<br />IGO"
<br />il.9"
<br />g.r,
<br />I
<br />'1.".
<br />'5--1
<br />7IF
<br />-18�or -lir.
<br />11.01,
<br />12'..
<br />24.1r,
<br />11.9'.
<br />q.F
<br />12.1"
<br />i 0. IL 0"
<br />93"
<br />12.17
<br />lCV4 itavi
<br />.
<br />12, S"
<br />14.0"
<br />11.9"
<br />0.5"
<br />123=
<br />16.0" IISL,
<br />9.5',
<br />-
<br />33
<br />;tl
<br />41
<br />4a
<br />72
<br />IZ.5`
<br />11CO'* MW
<br />If.a
<br />JLZ.5'-
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<br />41
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<br />ANCHOR NOTES:
<br />L. ANCHOR SOIEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />IN SPAN SCHEDULE SHALL APPLY RESSURES INDICATED
<br />MAXIMUM ALLOWABLE ANCHOR SPACIN% MAXIMUM ALLOWABLE SPANS AND P
<br />2. ENTER ANCHOR SCHECKILE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOW ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SMUT -TER SPAMSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING ODWITION (SEE MOUNTING DETAILS ON
<br />SHE
<br />1 *PAWL FASTENERS" ARE STUDS USED IN OOPOUNCTION WITH ALL MOUR71NG EXTRUSIONS
<br />ET 2 FDA IDENTIFICATION OF CONNECTION TYPE).
<br />rr-TRACK, STUDDED ANGLE. ETC.). USE &25- O.C. PANEL FASTENERSPACUNG TABLE VALUES FOR
<br />ALL 'H"- AND 'U'-HEADERS (INCLUDING SUILDOUr CONDITIONS).
<br />4. ANCHORS SMALL BE INSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />S. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM CID BLOM
<br />6. MINIMUM EMBEDMENT SHALL BE AS MOM IN ANCHOR SCHEDULE.
<br />7- MMNIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO. FOAM. BRICK, AND OT4R WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITEDTO 1/4' MANOR S�%LLBE VERIFIED BY OTHERSTO
<br />ADEQUATELY TRANSFER LOADS 10 HOST SIRUCrUM,
<br />a. CONCRETE AN04MS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE 15 WOW FRAMING, EXISTING CONDITIONIS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQVATF WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHALL BE LOCATED IN
<br />CENTER OF NOP41NAL 2. X 4- (MU1.) WOOD STUD (74� EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SMALL BE -SOUTHERN PINE' G-0.55 OIL GREATER DENSITY LAG SCREW
<br />SHALL HAVE PIC 111PS PAN HEAD OR HEX HEAD.
<br />REMOVABLE ANCHORS ARC DI!Wt-� PANELMTE, AUL-POIAMS SCLID-SEr & BRASS BUSHIN
<br />MACHIN SCREWS, SHALL HAVE 112 MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />NOE
<br />14AY KAYE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UALO.
<br />13. MsNBMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />ANCHOR A
<br />14 Site DESIGN ES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES.
<br />AT
<br />Is DIRECT )rT'NS.
<br />CrrPERMIrTEO FOR USE WITH THE ANCHOR SCHEDULES LISTEDON
<br />LINEARMTERPOLATION ISIN
<br />THIIS SHEET.
<br />I W"
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<br />SHEET NO.
<br />SH 1 .5.
<br />
|