|
+E11/18 EZIW/18 ANCHM
<br />(SM UCMN EZI A AL7 "W4 121W ON SW I$)---
<br />AT
<br />A. wZ l� jt: met.
<br />I A(SEE
<br />More 2)
<br />i
<br />mm
<br />r=
<br />ANAR
<br />/is. At
<br />W47
<br />2 PER
<br />RP.)
<br />"V
<br />I (&D' PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (INTERIM PANEL) (END PANEL)
<br />SEE NOTES 2. 3, 4 I I SEE NOTES 2, 3. 4
<br />iv aP/OIFJ. LENGTH
<br />is
<br />PANELS W/ 1/40-200"
<br />•
<br />(SEE C1N5 AS
<br />A_••I I NMI IJ
<br />w I.
<br />_J_J_L_1 _J_J_ L -i-J-1 L.L-J-J-L J_iLL_1 L.1
<br />r hill. MOTE 4
<br />ANCHORS
<br />(SEE SECTOR tZI ALTERNATNE EZ1W ON SHW Is) ---
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t)
<br />SCALE; 3/32*-l*
<br />fl& 1/4" LION. GAIN
<br />SECTION A -A
<br />SCALE: 3/32'-1*
<br />ENGINEERING
<br />PRODUOT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 1711169.1-R2
<br />EX Pralect Number, 20-31543
<br />Product libomolocturomr AM American Shuftm and Gives
<br />Mwmbokxw Address: IS40 Donne Rood
<br />West Palm Beach, FL 3UN
<br />Product Name & Doloor"Nart: 24go Gaivanizood S" Storm Parook
<br />Law I 1 11 Imp@dRnbUd
<br />Scope of Evaluation:
<br />TMB Product Evolustion Report Is being "nd in socordence with 00 requirsonelft of do FbrWa
<br />0"Ohnort of Bmima and PmftnlmW Regulation (Florlds BuildlM Commission) Rule ChqpNM
<br />01020-3.005, FAC., for slialowide acceptance per Method 1(d). The ~ noted above has been
<br />heated and/or evokMed as sumvigortzed heroin to show compilivIce with the Florms Dulding Code
<br />Seventh Edition (2020) and Is. for Iho purpose' I I , at West equivalent ED that rmq*od by the Code.
<br />Ro-evoluedon of Oft pro" shol be required hallovAng pertinent Florkle Building Code nwMmftm or
<br />roulakons.
<br />Subsa~ng Dab:
<br />EX drawing 0"1543 OW '2490 GoNsintiod Simi Storm Points "4HZ & Nogg4MW, sheets 1-5.
<br />pooperegi by ErVinsering Fxprm. signed A sealed by Frank Berwordo, P.E. Is an I"rid W of the
<br />Fvalugolon Repold.
<br />- TEST REPOM
<br />Urifform sWo structural pwlormwice hes boon teased In accordance with TAB 202 tog Standards par 09
<br />ropod(g) SUIT41,80-1 7401 by Blockwator Tooling, Inc.
<br />LOW misalle Wropect reebtarnos and cyclic boding performance has been Wo*d In socordanom with TAB
<br />201 and TAB 203 IM standerds pa test fopoft) OBT-ASO-1 7-001 by BMd&WAr Tooling. Inc.
<br />LAL EMOOMMMO CALCULAWNS
<br />Structural ongirmooring Calculations have been prepared which evaMft the product based an
<br />comopereahe andlor WWW M*sb loqueft the laftloving design DOW
<br />1. Miggirren AIkwv" Opens
<br />2. NnInionn Allowable Opens
<br />3. MW"Pjm Glen gopws*m
<br />4. Nochigor Spacing
<br />160 SIN 121" AveNus Suite 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396.9999
<br />TRAMOE:01RIERINGEXPRISS. COX
<br />ENGI it INGEXPRIISS.COM
<br />LAST PANEL(]' TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />FROM
<br />TO FACILITATE OWALLATION F WIEN=
<br />P'00?%SW ENSI
<br />10 . TkL "D DIE OF STRUCTURE.
<br />NOTES
<br />XMJ&:M ft E-Z HAND STORM PANEL SYSTEls
<br />+ L TRACKS TOP a BOTTOM.
<br />(2). END PANELS SMALL BOTTOM TRACK
<br />OTHERWISE A STOP XWT.K.P0"E= AT TOP OF SUCH
<br />PAN".
<br />(3). IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST Or 1/4-0-200/4- M.S. W/ 7/3-6x3/32- RANG
<br />NUT OR L��4
<br />A;%,3/4' Min. THUMBSCREW KID TAPPED BOTTOM
<br />TRACK. OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLAMM OF ENO PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i 6. 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, IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM YRACN NAY OCCUR AT ANY PANEL LOGTION.
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 -ph. I
<br />IVENGINEERING
<br />Page 2 of 2
<br />Ali American Shutters, and Cilan - 248a Galvanized Sted Storm Panels
<br />No 33% IrKmm In alowable Wm has boon used In the design of this product.
<br />Somefon from glaring is not reituhrod for installed" outside of wind raw 4 and suer beftes.
<br />imped Resistance:
<br />Logge Impact Resistance has been demonstrated as evidenced In previously folod testroporgs), and Is
<br />accounted for in the wokowkq design of this pro".
<br />Wind Load ftslMnce
<br />This product has been doolIgned to reshot wind bode u indicated In Me span schodule(s) on the
<br />m&pK" Product Evaluation Document p.m. ongingieft drawing).
<br />InsulAawn
<br />This product sholl be Insholied in OW Compliance with No respective Product Evaluation Dominant 0,9,
<br />erighmoselong drowling). slang with ON oompormento noted twain.
<br />Product components shall be of the material specified in dud product a n"ocwo Product Evaluation
<br />Docurnard P.O. enginsedo g drIFFAV.
<br />LimbeIdons & CondhiMs of Use:
<br />Usmo at it" product shah be In OW accordance with the mopecilve Product Evaluation Document a.@.
<br />longinoomiloo; dnowlng) as noted heroin.
<br />AM eupp , I g host Structures dwill be designed to rosiat at suporlenposed bads and shah be of a net
<br />khod In this products respective anchor schedule. Host structure Condition& which are not scootmisd for
<br />In this product's rospeclive anchor schedule shell be designed far on a sk"ped6c; basis by a registered
<br />pobuioiW smiginew.
<br />AM cmqxmwft which we psmanotft Installed shell be probeted against otimision, owtwr*wftn. and
<br />Other Rich damage at of limas.
<br />This product has been designed $or we within and outside the High Velocity Hurdesno Zone (HVHZ).
<br />.1S.
<br />Frank Bennardo. PE
<br />ENGINEERING gDoanne
<br />OPE0046549 I Cert. Auth 9885
<br />160 SW 121" Avimut Suite 106, WINFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TIAMOIENGINEIRINOEXPRESS.0014
<br />ENGINES R1 NO EXPRESS. com
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<br />7-
<br />INSTALLATION DETAILS FOR SERIES
<br />INTO POURED CONCRETE. CONCRETE
<br />at4-0
<br />2000 E-Z
<br />BLOCK
<br />HANG STORM PANEL
<br />AND WOOD STRUCTURES
<br />�T
<br />i Ito at=
<br />TV
<br />r O.0
<br />1/00 TAPOON
<br />14li1' HEX ME40 TEK
<br />ANCHOR 0 Ir OZ
<br />p
<br />*tr FROM
<br />wor OF
<br />4)
<br />9
<br />2.
<br />1)7
<br />lot
<br />or_
<br />mma
<br />j 1/2'
<br />ITCI;
<br />Mi..
<br />TO GLANPOP
<br />To
<br />iW
<br />pw
<br />RKT
<br />Mo.
<br />MAIL
<br />I-Ame. LENGTH
<br />MZw-
<br />PAWL usum IS
<br />so
<br />11 gal,
<br />per -SEPARATION-
<br />'(?MK165CREW
<br />To *LAU.
<br />OF V
<br />4020.2* oil,
<br />r
<br />7
<br />2
<br />N
<br />14*9 TAPCON ANCHOR
<br />21 D.C.
<br />1/4-0 TAPOON
<br />ANCHOR 0 12' 0.7.
<br />l
<br />CONCRETE BLOM
<br />OWOUWtD.
<br />gimusim
<br />SCALE 3/8-1"
<br />A LWTE R N ANTO I E Z I W
<br />SCALE 3/8-1
<br />INI
<br />r0IN_ PANEL LENGTH
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. OEM SMALL1 2'-G"
<br />.44
<br />ammo aL1mD, At.
<br />FLORIDA BUILDING CODE (Non Nigh Velocity Hu am Zen
<br />rp.
<br />24 GAGE GALVANM STEEL MINE PANEL
<br />PRESSURE RATING +/- 40.0 p.s.f. AND 61-W MAX
<br />PANEL LENGTH.
<br />STATE
<br />11LIE C 0 Inc+ OLOaL PROTECTION PRODUCTS, LLC.
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />no SAIN. S V-.
<br />OWL OL =4
<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECWIC
<br />ANOIN11, M-)06-,M "K, (W)N"M
<br />20-175
<br />DENSITY OF 0.55 OR EGUAL
<br />Z;W_
<br />CA.00WI$
<br />WLM & 7
<br />ON 0, Px
<br />nomA 44197
<br />0 We 6W
<br />LALL AMERICAN SHUTTERS AND GLASSjga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
<br />WIDTH UNUMITI!D
<br />(PIRID. TO PANEL SPAN)
<br />TOP MOUNT (CONN, TYP.
<br />TYPE AS REQ'D) SECTION
<br />WINGS WITH WASTITCH
<br />SHERED
<br />WINGNUTS FASTENED III
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />PLAN VIEW
<br />110156'
<br />BOTTOM MOUNT
<br />(CONN TYPE AS
<br />REQ'D)
<br />MAY Be AT TT- 0375'1
<br />a BOTTOM
<br />f'T'N TYPICAL VERTICAL MOUNT ELEVATION
<br />N.T.S.
<br />ELEVATION
<br />TOP MOUNT
<br />(OGNTY� M 1111D)
<br />L.Ox
<br />(SPAN ABOVE
<br />TRUCTION)
<br />BOTTOM
<br />OUNT
<br />I.,
<br />(CONN Type
<br />AS REQ'D)
<br />OSTRUCTION
<br />(LOCATION MAY VARY)
<br />iR
<br />BOTTOM MOUNT co -
<br />UMAX
<br />(SAAM BELOW
<br />TYPE AS REQ'D)
<br />OBSTRUCTION)
<br />PANELS MAY B15 NOTCHED REQUIRE
<br />AS
<br />OPTIONAL K'-20 STITCH
<br />S QLTS WITH WASHERED
<br />PROM MO THAT ODNNOCTIONS AND
<br />ANCHORS ARE USED WHICH SAIII S
<br />WIRGNUrS FASTENED 0
<br />SPANS ABOVE A BEL 'ALICTION
<br />. OBS
<br />OVERLAPS 0 MIDSFAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2\ (NOTCHED PANELS )
<br />\Ji N.T.S.
<br />ELEVATION
<br />10
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 MAL" PANELS
<br />MINIMUM STORM PANEL 51- FROM GLASS
<br />(HVK WIND ZONE 4 & rSSgXTLA' fAOUTIES)
<br />UM
<br />DFW-M
<br />ALLOWABLE
<br />INSTALLATIONSLESS INSTALLATIONS GREATER
<br />1
<br />PR ESSM
<br />IMIL-I
<br />THAN WANDWORADIF 7MANAVABOVEGRADE
<br />/-30
<br />4.06
<br />1304 ift
<br />6.06 in
<br />&06in 2.14 M
<br />+/-4S
<br />lWjim,
<br />./.So
<br />Isom 1.
<br />6.01'"
<br />4.53,
<br />i06A I.
<br /> .
<br />Sol Ill I -Is M
<br />IN��
<br />6.09 In 2 �i In 1
<br />.�2
<br />/-70
<br />WA IN.
<br />612 W
<br />27.0 1,
<br />6.13 1" 2 so 4"
<br />a
<br />�IFAN bli-MIZUILILIZ NU I tb:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LORD A PANEL FASTDM SPACING 10
<br />DETERMINE MAXIMUM ALLOWABLE SIC" PANEL
<br />SPAN. SCHEDULE 5 ACCEPTABLE PON USE WITH
<br />PO$MVE LOADS LESIS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PARK PASTEFAIRS' ARE STUDS LOW IN
<br />CON)UKtICN WITH ALL MOUNTING EXTRUSIONS
<br />(Ir-TRAM SYuOoEoD A*W. tIC.). USE 6.2F
<br />OC. PANEL FASTENER SPACING TAKE VAUJIES FOR
<br />ALL "W- AND 'Ir-MEADIERS, (INCLUDING a= OUT
<br />CONDITIONS).
<br />3. UNL40 04TERPOLATWN BETWEEN LOADS is
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. MM SPAIN SCHEDULE WITH POST VIVI! OVISIGN LOAD TO DEMMINI
<br />MIF41MUM ALLOWABLE SEPARATION FROM THE OPENING To SO mtoncrw.
<br />2. SOMMU IS REQUIRED FOR USE WITH POSIMN LOADS ONLY.
<br />INTOPMATIO14 BEr*M LOADS IS. ACCEPTABLE, OTHERWISE USE MIT HX;Hft
<br />LOAD. 3. POR OWA&LAnONS OUTSIDE OF THE KVMZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES [If ASTM WEND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AMID NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING a
<br />MAXIMUM ALLOWABI E kA
<br />DESIGN PRESSURES:
<br />AS NOtW IN DESIGN
<br />I
<br />DESIGN NOTES: SCHEDULES,
<br />POSITIVE AND NEGATIVE DESIGN PFU!SSURESCALCULATED77•!� IN ACCORDANCE FOR USE WITH THIS SY$tfM SNALL. Be DETERMINED PER
<br />e It INEIRI IN COORDANCE WITH THE
<br />APTBL
<br />I OMF THE FLORIDA BUILDING CODE SHAILL BE LESS THAN
<br />M !I THE OR IdEdATIVC DESIGN
<br />I rpiL 2A, - 10"T'Ve
<br />ASSEMBLY AS SPHMOW .
<br />GENERAL NOTES:
<br />VISIT WAL.C.10131643
<br />mNeT9.AK NMI =�W=
<br />;V,=�2WABLE SPAN SCHEDULE
<br />TOP MOUNT
<br />11111 -1 I'll I I
<br />Rig=W..,M*7A"ff7_ J I[_.A . . . BE" A F:
<br />MMENWAM
<br />ff"A""Em"VA
<br />T' V-'.n FrA VA rim"
<br />V'AVAIII VAJ UM""ITA F.AIVAF_'A MIA
<br />. . . . . . . . . . .
<br />0'p
<br />(L OPTIONAL INTERIOR FASTENING DETAIL
<br />) N.T.S.
<br />OM UNDO! rAp
<br />X1.
<br />rAei
<br />NOVNr
<br />(Cow Im AS
<br />ITINGCONCAM, SPACINS OF KALF TM
<br />VAIM GIVEN A. �
<br />WOOD M„111149 ~14 "Nut. NoNtN
<br />ANXR__`0
<br />MONAL EGRESS PANEL DETAIL
<br />M 0. FASTENING
<br />2.99V 2,250
<br />0 4" gig _I;!:C. W. -1 -7.
<br />0.750" 629"
<br />-D.094 Lag* aWl. o
<br />j
<br />TYR �4 uj TYP
<br />14
<br />1.920' IS30,• .375-1 2.000.
<br />2.000 51. 1 =- 2.0m. ryp
<br />L.3 "1 -1 Fm 2 e" �L
<br />zA�
<br />3 13W, MAY 0 313" ,�l
<br />LOL 1.500, Lsfio` - SIG �jp
<br />0 350"
<br />12,500"PAMNELCOWRAGE
<br />Cie
<br />ANN_ So.
<br />14.67$" PANEL LtNqn 1 arr LC3
<br />01RIMN
<br />ge CA,
<br />T a
<br />TYP.
<br />0,957,4--4
<br />%
<br />0.190'-
<br />LAC
<br />awc`zom
<br />ROA"
<br />fA
<br />-OVERLAP Dn".
<br />2S* MAX.
<br />=-- .23"MAX.
<br />MAX.
<br />cc
<br />LLJ
<br />BUILD OUT
<br />M milt OHM DISTANCE
<br />C rls
<br />1,0
<br />Do*
<br />110"
<br />09 0,C, 07
<br />P.1
<br />371'J
<br />n;
<br />EMSED
<br />Ll
<br />3�A20'
<br />F
<br />.25'MAX.
<br />MIN. INA 4* MAX. A.,
<br />Aw
<br />BID
<br />ANCHOR SPACING SCHEDULE:
<br />2* CA UGL- PANELS; PANEL FASTENI RS 0 12 . S' D.C.
<br />2.5- EEDGIE CIIISTAN
<br />gUXXcA PRIMANNOR
<br />TvP9 (VI)
<br />WAN up To V-01
<br />SPAIN op To W-V SIVLN up TO 2v-w
<br />CONN me
<br />C1 C2 C3 C4
<br />cum Typo
<br />C1 C2 C3 C4 Cl C2 CJ r4
<br />wir . 1.21r 131006 3
<br />DIWAITULTRACON 41
<br />41
<br />51
<br />4=M- 11
<br />U
<br />9
<br />90
<br />Soo,
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<br />!8.0 9.2
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<br />16.0' IL2*
<br />S.S"
<br />i i �
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<br />:,:: � 0
<br />S... 11.1"
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<br />V47-.--T- --) 33
<br />OCIVALTULTRACON 41
<br />I.., &� Il. -1,
<br />NO
<br />5z
<br />?z
<br />110"
<br />111.0" i&O"
<br />111AP
<br />il.S" 30.4"
<br />ISA"I L2 4" IR111
<br />11.0' 13.4"
<br />10.7"
<br />-1, -
<br />6.0" 2Z.0"
<br />31,
<br />R.",
<br />R, ",Nm
<br />WH
<br />5.01,11.91,
<br />121
<br />8.01 11.91.
<br />9.31,
<br />11. -r
<br />-377,
<br />T MY
<br />ICU FT 41--
<br />117 97-
<br />03
<br />152 10", 111.991",
<br />2911,11,
<br />lax
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<br />11.9" 9.51,
<br />no.".
<br />10
<br />xf'Ors"TZ'LU, #or 33
<br />41
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<br />22.3"
<br />30,0* I&W
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<br />13.7" L34"
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<br />16.0" I&W
<br />18.01- IC0
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<br />LIS' 64"
<br />12.5" 6.0"
<br />12.3" 101"
<br />12.31" 04"
<br />12.9"
<br />12.3"
<br />So O_ 123-
<br />16,0' 12.5"
<br />101"
<br />100'
<br />ii.s,
<br />1 11-11 11."
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<br />52
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<br />DINOTAIN
<br />Sir. I -tic C.00 3
<br />61
<br />44
<br />72
<br />21
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<br />12.F'
<br />$110', 7.4. T3*
<br />!Sm&@ AO' $I-
<br />Orl 6.2 94' BBBBBBBR
<br />.3" 6.2 9.71 �
<br />9131" &23* ty,
<br />12.5
<br />61s" .3.2 J;: CW 6,2 10
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<br />33
<br />TrW 64 TAPCON 41
<br />$1
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<br />6.2T'
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<br />CZS. 20.7. 4. V 1 4.01' 0,25'- 10.7- 4,1" CO"
<br />4.1" 4.0'
<br />LW 10.7" 44" 40' 6.25- 19,2- 4.1" 4.0-
<br />,/I- I 'Ar on.", 33
<br />ALL MINTO SCUD Iff +1
<br />44
<br />jtaCAO.7"
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<br />ANCHOR NOTES:
<br />1. ANCHOR SOH EDULE APPLIES 70 ALL PRODUCTS CERTIFIED MARVIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWADLE SPANS AND PRESSURS INDICATED
<br />IN SPAN SCHIOULE SMALL APPLY.
<br />2 ENTER ANCHOR S-EDU UE BASED ON PAWL FASTENED SPACING , THE EXISTING STRUCTURE
<br />MATEAUAL, &ANCHOR TYPE SELECT OMGN LOAD GREATER THAN OR eQUALTO NEGATIVE DESIGN
<br />LOW ON SHUTTER AND SeLECT SPAN GREATER THAN OR EQUAL TO SHUTTER "SELECT
<br />CONNECTION TYPE BASED ON APPACIPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />, . W PASTE E MD13 USED IN CONOUNCTION WITH ALL MOUNTING IMUSIONS
<br />I r.rRACK STUDDED ANGLE. ETC.). USE 6.25'0.C. PANEL FASTENER SINIONG TABLE VALU95 Poo
<br />ALL'1-1'- AND 'U'-HtADERS (INCLUDI No BUILDOUT CON=ONS),
<br />4, ANCHORS SHALL Of. INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />HOLLOW BLOCK HOST STRUCTURE $HALL CONFORM TO ASTM COO KOCIl.
<br />6. MINIMUM IM LIDMM OHNALL It AS NOTED IN AINCHOR SCHEDULE.
<br />7. MINIM M 9MUDMENT AND EDGE DISTANCE IIXCLUD15STUCCO. KAM, BFUCK. AND OTHER ALL
<br />FINISHES WALL FINISHES SWILL Be LIMITED TO L/4- MAX OR SHALL BE vemLIFTED BY OTHERS TO
<br />ACOQUAI ELY TRANSFER LOADS TO MOST STRUCTURE.
<br />a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UNICRAC*D CONCRETE ONLY.
<br />9 WHERE EXISTING STWURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />ViPjPY THAT FASTENERS AKE INTOADECIVATE WOW "AMONG MEMBERS, NOT PLY'WOOD. FASTMENG
<br />TO PLYWOOD IS ACCEPTAOU ONLY FOR SIDE CLOSURE PIECES.
<br />ILIC. WHERE ANCHORS FASTEN TO NARROW FACE Of STUD FRAINUNG, FASTENERSMILL BE LOCATED IN
<br />'CENTER OF NOMINAL 2- X C (INIM.) WOOD SCUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL OF G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SMALL HAVE *ff LLIPIS PAN HBO OR HEX HEAD.
<br />REMOVABLE ANCIAM ARIE: DEWALT PANELMATE, ALL-POWTS SOLID -SET III BRASS GUSHING,
<br />L MACHINE SCREWS SHAU. HAVE ljr MIN114JM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEM, TALES HEAD RWA EAD JIDEW K OL NO,
<br />MVCMUM EMBEDMENT A14D EDGE 0167A eXCLUCES0STUC4;R0H
<br />it OTIR WA�LFINISHES.
<br />13 NICE
<br />14. 40 DESIGNATES ANCHOR CCINDITIOINS WHI04 ARE NOT ACCEPTABLE USES.
<br />is * Dina MOUNTING OWDITIONS.
<br />16. LINEAR INTERPOLATION 13 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTM ON
<br />Tmlrs SHEET,
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<br />ON.
<br />_rQ_ - - SHEET NO.
<br />SH 1B5
<br />
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