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RECEIVED
c. } FL# FL12856-116
Application Type Revision JAN 0 8 2019
Code Version 2017
Application Status Approved ST. Lucie County, Permitting
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNabFoW
Ft.Lauderdale,F 9
(954)493-8551
LE %jopy
tomj@tc-alum.co
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale,FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Frank 1.Bennardo
Evaluation Report -
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality'Assurance Contract Expiration Date 12/31/2020
Validated By ORLANDO L. BLANCO,P.E.
e Validation Checklist-Hardcopy Received
Certificate of Independence FL12856 R6 COI Inde21,2,3 pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R6 Equiv Equivl.odf
FL12856 R6 Equiv Equiv2 f
FL12856 R6 Eraiu v Equiv . d
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/15/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
12856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R6 II Dwai.Of
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:Shutter meets requirements for"Wind Zone 4"and FL_IZ856 R6 AE Evall.pdf
Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party:Yes
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions. —1
12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022"Alum
(Pert and Non-Pert),Clear Polycarb(Full and Half) y`v
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R6 II Dwg2.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +54/-54 Evaluation Reports
Other:This product is not valid for use within the HVHZ.See FL12856 R6 AE Eval2.pdf
Evaluation Report and engineering drawing for additional Created by Independent Third Party:Yes
JLaILIalions and conditions of use.
12856.3 24ga Steel Storm Panel 24ga(0.0232")Steel Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12856 R6 II Dwg.3.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +100/-100 Evaluation Reports
Other:This product is not valid for use within the HVHZ or FL12856 R6 AE Eval3.pdf
Wind Zone 4.See Evaluation Report and engineering drawing Created by Independent Third Party:Yes,"
for additional limitations and conditions of use.
Back Ctie�f
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Flor da.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall.to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4SS,F.S.must provide the Department with an email address If they have one.The emails
"Prov,
.:.
crowded may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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Safe
24GA STEEL STORM PANEL ° °` �p i
FOR USE OUTSIDE THE HVHZ &WIND ZONE 4 4 NoPE004654s
1/2• UNLIMITED WIDTH -
(PERP.TO PANEL SPAN)
22'MAX.ON CENTER PANEL a N
ATTACHMENT TO MOUNTING O
TVP. STATE OF
JDJ HARDWARE OR DIRECT MOU : •� UJ Ti
TAM
ALLOWABLE SPAN SCHEDULE(STEELKEYHZ Rj
,OLE PUNCH DETAILI.�Ews PANEL PANELS ONLY)
'ALLOWABLE OESSGN all
ql
Z W
ALTERNATIVE HOLE DIA OF _
.1
5/8'IS ACCEPTABLE.• SPAN PRESSURE TABLELINEAR INTERPOLATION
W $w
120' +38.8PSF -38 BETWEEN
iA �t
•+ 114• +$9.2 PSP •41.1 PSF BETWEEN SHUTTER SPANS I6
108" +44.2 PSF -44.7 PSF NOT PERMITTED.FOR SPANS O I�j iT
108' +48.0 PSF 48.0 PSF BETWEEN THOSE INDICATED �y D
ABOVE,THE DESIGN PRESSURES
a s 102' +48.7 PSF -49.7 PSF FOR THE,NEXT HIGHER SPAN
. 86" +88.1 PSF -68.1 PSF SHALL BE USED.
80• 4 83.9 PSF 03.0 PSF • DESIGN PRESSURES NOTED
04• +73.4 PSP -73A PSP IN TABLE I APPLY TO ALL
! MOUNTING AND ANCHORAGE
78" +o0.PSF •88'2 PSF CONDITIONS AND SHALL NOT BE yy��
ra 'M" +tOQAPSF -100.4P8F EXCEEDED. TY
,r
NOTE'TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF 2g
OPENING. MOUNTING HARDWARE MUST BE ROLL-FORFIED TO THE RADIUS' '` E
N0 NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPE$IS ALLOWEB. -
TYPICAL ELEVATION WITH HURRICANE PROTECTION MAX PANEL SPAN
gy s STEEL PANELS ONLY PER TABU I
1 N.T.S. EXTERIOR ELEV
GENERAL NOTES
i. THE SYSTEM DESCRIBEDE�•g A AS BTE * NA *OTESTEDCOpE(IRC)FOR USW Ol SIDEOlT�1E IG VEING LOCITY NU CANE 20NE&2NRND
IN�TERNA71pNAL UILpTNG COD I C POND INTE i EN17AL
ZONE 4.SEE PRODUCT EVAIUA AT fOA `
2. NO 3 1 gWo INC t 4 AItpGWW'gM STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, WIND LOAD DURATION FACTOR Cd=I.6 HAS
BEESUSED�EWANOMS"DESIGN. SE
ppb NN�p DESIGN PRESSURF9 TALC IATED RUSE WITH THIS SYSTEM STALL BL-E D RMET£R1 7-lORAND�N 17NE ORiNG IN �i •.
ACCORDANCE WITH TME&VERNLNG CODE.PRE URE'REupULREM£NTS AS DETERMINED IN ACCOKuAN E WITH 609 P THE 5
FI.ORIRAEBU1 N I�NpGRCAO�DyE S E SN,(20171)f HALL,BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES
a` RR iRESSUqRSES OTE HERNEE�iOy'Md BNA�SED ON MAXIMUM TES I D PRESSURES DMDEDp13Y A 1.5 SAFETY FACTOR. g p 3
. S. THS M HETAItEENtERlIN IS GENNERIC ANEpPpAgOp@S NOIR pt LAZING ANDD I&I FOR A SPECSRCEgINE FORZ$TTEI S IINDONQN DI}�REM'FROM a
TP}{-COND D TAILED H �A LICENSED ENGINEER OR REGISTi:TYED AR HITECT HALL PREPARE SITE S�ECIF[G DOCUME USE IN _CONIUN $�IT}1 THISDOCNTpCrCUM 7. TH INST TION IUGy10�G ARE Pq�T OF A PROpUCF APFR YAL EVALUATION AND ONLY 8E USE IN NIU N E z o°t
TvHE FLORI RAD M CODE TME SAME PRODUCT'APPROVAL.USE F THESE APPROVAL EN75 SHAH CO LY R 3G1 -23 OF y
8. PERMIT H ER VERIFY TSE ADEQUACY Of THE EXISTING STRUCTURE TO WITHSTAND SUPERIM D LOADS.BRICK VENEER PER ASR4 C62 "
(8Y. STj T S BE ANC RE P GAPE LY TO TERANSFERE�ANY t£LOADS Tt1�THE NEXISTING HOST 0
iR.ALLORPOTti L5 NATE ANk �SHgAp�L7LTT�IGEMMEApND t!ASCNER£D8Y pP�ARANrNTI'PAOTEC}1piIONGESTEMSTlHnlc. NI0R.E232•p
THERMOPLMOC LY ERERESM W BTABIUZED).WT7IP[C1U TLENEIL�E STRENOGTH*Fy�8�408 KSISRE7( RAI�GTH FbY�1M d F�LEXUaRACL �Ili
.�MODULUS 8. KS �p 7g p - '
13.ALL TDP g!OTil'OM DSHALL ETAI SHOWN MAY 8 17NTERCHANG�D A$FIELD COND�MONS IDS CT•ATLLE:TPAEI�.S MAYBE N�IOUENiE[)�vE°rtT�tca"u�i�'a'�""DM 2oI5• z OPTIONAL HORIZONTAL MOUNT o�a1��cL�K�1,P.�
HORIZONTALLY A5 APP CA .
14.PANELS SHALL TSE HANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL TET PER PANEL AND SHALL FACE THE N.T.S. • EXTERIOR ELkV 14-2031
EXTERIOR A�NpDWCQ THIN AT LEAST 7�E�pLLOWING:
/F�/T��Lpp77tpp��A��UppDP�RUD YF,IY.NDUSTRIES
35 ;E D HEREIN.
TEN.ALL BOLTSGA7SOJM HH� ALLZINCYt%SS �TRREy"{SEL EL GALVANIZED STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM
17T SEAIAtYT SFIAIt BE USED3 N At QiIORSUOR TTWCKS WHEREVE WEATER StFPAGINITS PTILAR MATERIAL$TO PREVENT ELECTROLYSIS. 9
6.00"(COVERAGE) 2,50'
12.00`{COVERAGE)
' �-}-c-}1. f-z.oz•-f 04� 1 �iva I •� ti--a� 01100
}-2.oz•-} z.oz•- 0.0232' 1.06" 0'0•}1- ryy0 i ��I,
\\\\N\
O
o.oz32.
ri `
'00
Z
0 6 " ' SYPANEL COVERAGE
011.07TH- 8.332'HALF PANEL 151/4'MAX TOTAL PANEL WID
14.375•(TOTAL WIDTH) is STEEL HALF STORM PANEL O 1b POLYCARBONATE STORM PANEL
Oi STEEL STORM NOTE:HALF STORM PANEL SHALL ONLY BE USED AS AN
END PANEL TO CLOSE THE REMAtNINGOPENINOTHAT
MAY BE LESS THAN FULL PANEL WIDTH
}----MAX.5.238' 1/4-20X3/4 KNURLED STUDS W/ 1/4.20X3/4 KNURLED 1/4-20X314 KNURLED Z `
„�x-0.062• T 0125" WINGNUTS SPACED AT 12.O.C. STUDS W/WIIVGNUTS STUDS W1 WINGNUTS W
2.250' 2250. I 0.120' t (DIRECTION MAY BE REVERSED) SPACED AT 12"O,C. SPACED AT 12.O.C. iS
-r--- 0.091` (REVERSED)DIRECTION D RE ON MAY BE 0.091•- (DIRECTION MAY BE
.i0.095• 0.094`�� 0.0}955'- 0.094 -r 0.094• "per f9� �_ MO 0
i 0.094" { 0.094' 0.101' ! � � �0/Q} li
r' )�---3- 0� 37s• N 1.000, 0.091• �i oMINIMU
p p 1.000" �M2NI - 1.006' }"'�MINIMUM
60 20. '-t -2.06'• 0.375' 0.062'•-1f-2,06"r 2.06'
In(. )"H"HEADER "U"HEADER BUILD-OUT"U"HEADER ®STUD ANGLE STUD ANGLE 4b STUD ANGLE
SEE COMPONENT NOTESSEECOMPONENTNOTES SEE COYPONLNT NOTES py1•,2- }--}0.378' �,-44 r0.4.3195OR3" 0.188' {iL 0.3i5" 9 0.313' - -0.125"r.090' 0.315' 9 -I-• 1 V, 0.090' �_�`'! y� 4, ��-• YP. 4 .T- : TYP, 1/4.2DSQ.lHEX T - �0.465' •1 WE/AWDIBNGNNSTU2kDS .r_I 0.125' 0.125'0.465 •v 'q+
t° 1)4-20 54.)EtIX j ��JJ4-20 SQ.JJHEX '0 " SPACED AT 12 OC ti
.�1... 0.188"-��- HEAD BOLT STUDS HFADBOLTSTUDS
MEOWS
0.090,
' W/WINGNUTS (LEG DIRECTION �--1',2',3*,4'OR S•--�
-�}-0•x86" SifACEO AT 22`OC (TYP). SPACED AT 12.00 MAY BE REVERSED)
I (t)BUILD-OUT"F"TRACK ($)-F-TRACK. "F"ANGLE TRACK 6 T118E S)ANGLE
COMPONENY NOS
ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF
THE PANEL THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL a
RStI BE INSTALLED WITHIN THE FIRST 3'AND LAST 3',RESPECTIVELY.
w INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE ,
ANCHOR SCHEDULE.
Lr .
0,125' .
0.44" #--�-}-0.873"0,563'SC! a.313`Va.zs• ro• 1/4`20 316 SS MACHINE 1/4-20 14-20
INGNUT KEYHOLE WASHER 11 14-20 .jHEX 13 #141c�4HEAD BOLT SDS/SMS SCREWSIDEWALK BOLTFIAT 20 GA GALV.STEEL<t=A3B'> BOLTW/NUT TRUSS HEAD BOLT cmnHTRwKLt61Lit47DPE
ONLY GRADE 40 OR DOW ALUM REOUIRES USE OF KEYHOLE WASHER
ALLAY(3004-H34) IN DIRECT MOUNT APPUCATIONS 14-2031
�G/DRtGF►F101h
l0
CONNECTION TYPE C2 EXISTING CONNECTION TYPE C2 fAANK L 13ENNN100ry.E.:
ANCHOR PER ANCHOR HOST ANCHOR PER ANCHOR ,.:.Jt .•�-
SCHEDULE STRUCTURE SCHEDULE ie
EXISTING 0 7, CONNECTIONTYP!CZ 0.437' � t9 012'O.C.MAIC
HOST g ANCHOR PER ANCHOR EXISTING MAX. \:J kQ� .
STRUCTURE SCHEDULE
HOST MAX N PE004
#'a MAX 8E 0.437- STRUCTURE ..
/ BED I MAX
p I F4
"74X EMBED. �, --t
/ 1
'•M"n"
ALT,LEG DIRECTION ECTIONTYPEC3
GLASS SEPARATIOGLASSSEPA ,ANCHOR PER ANCHOR GLASS SEPARATIONNOT REQUIRED NOT REQUISCHEDULE NOT REQUIRED
/� by
H"MOUNT WCITON QBUILD-OUT"U"MOUNT SECTION @ALT.BUILD-OUT"U"MOUNT SECTION .,
GLASS SEPARATION ALT.LEG DIRECTION GLASS SEPARATION ••!�-
NOT REQUIRED GLASS SEPARATIO
CONNECTION TYPE C3 NOT REQUIRED NOT REQUI
ANCHOR PER ANCHOR i n Ib I
SCHEDULE . . ..
n EXISTING zd 4l'g
HOST
tWd 1/4-20X314 STRUCTURE $ �437"-/
EMBED. KNURLED p/ MAX 0 � 2SSTUDS SPACED
w p
12.O.C.MAX 77 i+ n EXISTING
HOST S
STRUCTURE
ab MAX CONNECTION PE CI c
EXISTING an an i n m F O.C.OR 1MK ARLAUX 2 O,C,B 0 m
CONNECTION TYPE Cl HOST CONNECTION TYPE C3 NOT EXCEED ANCHOR SCHEDULE
ANCHOR PER ANCHOR STRUCTURE CONNECTION TYPE Ci ANCHOR PER ANCHOR
SCHEDULE ANCHOR PER ANCHOR SCHEDULE SPACING.KEYHOLE WASHER IRED
SCHEDULE IF ANCHORED WITH TRUSS D 80LT.
D)STUD ANGLE WALL MOUNT SECTION @BUILD-OUT"F"TRACK SECTION QDIRECT MOUNT SECTION
CONNECTION TYPE C2 EDGE tl
EXISTING ANCHOR PER ANCHOR EXISTING DIST, CONN@CYTON TYPE C4
GLASS
SEPARATION
HOST SCHEDULE ANCHOR pER ANCHOR SCHEDULE NOT REQUIRED LEE!!!
h i0 ct
STRUCTURE .62 STRUCTURE m t;,•y V Ib n q
IFiI EQ, EQ, E
/EM D.
a �
MAX LEG DIRECTION MAY
e _ 8E REVERSED i• f :..p...
,.tom 0.625" a in
w
i
1° n EDGE ECPfN01LTRttlKLP$
CONNECTION TYPE C4
+b MCHOR PER ANCHOR DIST. 14-2031
GLASS SEPARATION SCHEDULE
ALT,LEG DIRECTION - i in in NOT REQUIRED rAM pgpi q�
CONNECTION TYPE CZ GLASS SEPARATION . EXISTING
ANCHOR PER ANCHOR
SCHEDULE NOT REQUIRED HOST
STRUCTURE 10
"F"TRACK MOUNT SECTION QTRAP"U"HEADER SECTION (bTRAP STUD ANGLE SECTION
A ,P.E
ITEM&13 B 12"O.C.MAX. 2'x5'xl/B`x CONT.6063-T6 ALUM. `tt I tIN ^
COINCIDENT WITH ANCHOEEN R G SCREWS S WITHLE
ITH ROW
23M1N
EM
I
ROW CENTERLINE INTO WOOD BEACH RAPIER i17:
EXISTING WOOD 3• TRUSS,24-D.C.MAX.WITH i."T.
MIN.END DIST.AND 3/4•Mlfx 9 ,,
GLASS SEPARATION TRUSS OR RAFTER 1.5• 1.5" DIST.WHERE ANGLE fXTENIIS N =
NOT REQUIRED B 24'O.C.MAX THAN 6'BEYOND LASTTRUSS, XTEND
CONNECTION TYPE C3 (G-0.42 MIN). t— ANGLE TO NEXT TRUSS.
GLASS SEPARATION w
NOT REQUIRED ANCHOR PER ANCHOR ="0: o N:LUQ
SCHEDULE !."13�'•, F•+
-d EXISTING WOOD
CONNECTION TYPE C4 Q ss �� }� gn 2 OORATERIASTUCCO FINISH
luj ANCHOR PER ANCHOR ut ;Iis a USCHEDULE 1� }-18•�3`MAXFANELSPAN °-9 G 9 to 1'� �t 7tbOMAX MAX DESIGN PRESSURES: 9<ugt 74 G=0.42WOOD MIN: Q.cg50 PSF1A
EXISTING
1a HOST
m STRUCTURE
EDGE
EXISTING DIST. se B 6'O.C.MAX Ib r1 C
HOSTGLASS SEPARATION
ALT.LEG DIRECTION NOT REQUIRED
STRUCTURE CONNECTION TYPE CS
ANCHOR PER ANCHOR SCHEDULE
"F"ANGLE TRACK MOUNT SECTION rK REVERSE"F"ANGLE TRAGI MOUNT'SECTION (L CEILING MOUNT/BUILD-OUT SECTION
a
F
N
5.6
. *EX �--
BRICK VENEER 44
PER ASTM C62 LEG DIRECTION �3
GLASS SEPARATION GLASS SEPARATION MAY BE REVERSED
NOT REQUIRED - CONNECTION TYPE C2 NOT REQUIRED I to Ib
ANCHORPERANCHOR
SCHEDULE
w 0.431" �6.MAX
�
MAX Nil
Z r tb
EXISTING WOOD
STUDS SPACED
B24'O.C.MAX UO 6'MAX MAX EMBED.(G=0.42 MIN) wZ tt
9-D.C.MAX t lrJIN
—T' GLASS SEPARATION S° POSTING
1•x4"x0.125'6063-T6 ALUMINUM TUBE (2)f14 WOOD SCREWS 4R�"LAG SCREWS NOT REQUIRED sb }{PST AIR GAP CONNECTION TYPE C2 i m IN
OR 2'x6'PT WOOD BEAM.WHERE BEAM WITH 2'EMBEDMENT I'i MINIMUM EDGE
> EXTENDS MORE THAN W OVER LAST DISTANCE AND 1-3/4t'MINIMUM END STRUCTURE BRICK VENEER ANCHOR PER ANCHOR
STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G-0.42 MINIMUM WOOD PER ASTM C62 SCHEDULE o0PV ffiW:LflW&% OfE
STUDS SPACED 24'04.MAX.
�M STUD ANGLE BUILD-OUT MOUNT N""U"HEADER BUILD-OUT THROUGH VENEER OVER @O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 14-2031
SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION
��D
'%%11118111 S49
GLASS SEPARATION CONNECTION TYPE C3 LEG DIRECTION
BRICK VENEER NOT REQUIRED .
AIR GAP ANCHORPERANCHOR
PER ASTM C62 SCHEDULE
HOST, r
n
q�
EXISTING
No PE0046549
STRUCTURE 6'MAX—{
10
ty
MBED. 0 STATE
(D
/()NA
7 t LlEN U)
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E01
LP �--6-MAX--4 ANCHOR PER KNURLED
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ANCHOR PER ANCHOR SCHEDULE STUDS SPACED MAX
SCHEDULE Ir D.C.MAX E)aSnNG
HOST AIR GAP EON TYPE C3
1 la ib STRUCTURE =R ANCHOR C,w a,
GLASS SEPARATION BRICK VENEER SCHEDULE 0 Ill
NOT REQUIRED PER ASTM C62 .40
STUD ANGLE THROUGH VENEER OVER STRUCTURAL pump-oux-r TRACK THROUGH VENEER OYER
BASE SECTION STRUCTURAL BASE SECTION
tu
EXISTING
HOST ALUMINUM ANGLE CLOSURE
STRUCTURE PIECE:ilxr MIN,I'xS'MAX,
b.D625"MIN.THICKNESS. Q
MAX. 1/4' E
IZZl is ibIZI.14 , -..-LMAX. MAX.-\\
EXISTINGj EXISTING
EXISTINGH
HOST tb l la 1b HOST
STRUCTURE yq
1/4;' -STRUCTURE STRUCTURE
MAX. p9l4 @ 24' In
l
12
TRAP MOUNT CLOSURE DETAIL WALL MOUNT CLOSURE DETAIL
DIST.
EDGE
al
EXISTENG
114 al HOST
MAX.L STRUCTURE
ALUMINUM ANGLE CLOSURE
1/4" PIECE:1"x2"MIN,
1"x5"MAX, CGS
MAX BUILD-Our 0.0625'MIN.THICKNESS. ANY ANCHOR PER ANCHOR SCHEDULE,
DISTANCESPACED 24"D.C.MAX FOR DESIGN
ALUMINUM ANGLE CLOSURE E)aSTING pRESSUREs:5 62 PSF,12'O.C.MAX
HOST 14 9
PIECE:I'xr MIN,1*X5'MAX, FOR DESIGN PRESSURES>62 PSF. b AMP
0.0625'MIN.THICKNESS. STRUCTURE @ 24'9C
Gee 1/4' l4-0 a4'CC 14-2031
X\-MAX. ills
'��ge e4'DC 4'9 t4 9
MAX. CORNER ANGLE:
e 24'DC 0.050"3004-H34.3003-H14,OR
• cx3at1 IS @ 5052-H34 ALUMINUM;
Y CORNER ANGLE DETAIL 0120 GA GALV A36 STEEL
BUILD-OUT MOUNT CLOSURE DETAIL ALTERNATE CLOSURE DETAIL
. FRPM L MHARDD,P.E.
+5�
' `,11111 I 1 11 B •cln
11,
.. ti��AQ.• 1JCENgF ���
^*:" NDPEows49
_ w�" STATE OFizi
S"LONG HANDLERIVETED TO PANELj ./11ANAL1�PUNCH%"xl"HOLES INADJACENT PANELS TORECEIVE THIS BOLT W/PMUJW
NUT.PLACE PANEL OVER EACH Q
ADJACENT PANEL AND FASTEN UI c
WINGNUTS FROM INSIDE
wo
. Ha
M
r
2 -Xly WIDE NOTCH
G (TIP.BOTH SIDES) o 9 B+
WALL MOUNTED S"x2"x'/B
yyy STUDDED ANGLE
Yi-20 x 1"MACHINE SCREW STUD
WITH WASHERED WINGNUT X12'O.C.
(CONNECTS TO ADJACENT PANEL) 1-2" i
1/4-20x3/4 KNURLED STUDS W/ 1"1 i 1 �l 3/4"
WINGNUTS SPACED AT 12"O.C. 1 -4 O
------------ �"OHOI..EFOR
iv O i FASTENING PANEL I p
EMBED. .:- k� –�)----------------------E�– `
EXISTING taumm- t
HOST WALL MOUNTED S'x2"x%'
STRUCTURE STUDDED ANGLE
Yi J
MAX
CONNECnON TYPE Cl DOPfg11QRNM(L®NIAIDPE.
ANCHOR PER ANCHOR
sCHEDUff ® INTERIOR FASTENING ANGLE ASSEMBLY 14-203.1
THESE DETAILS DEPICT THE NNECTI NOF
ANY PANEL FOR AN OPENING WITH PANELS
INSTALLED FROM INSIDE.USE OF THESE
DETAILS SHALL BE IN CONJUNCTION WITH AN
"H"HEADER OR'U"HEADER TOP MOUNT. 50
0
J
. - K L 6BINAROOf P E
UNLIMITED WIDTH
(PERP.TO PANEL SPAN)
12"MA%.ON CENTER PANEL
ATTACHMENT TO MOUNTING ,
HARDWARE OR DIRECT MOUNT. .
_~��No PE0046549
ro .
2 r
- �pQ'S
Z
STATE OF ,. • �M
POLYCARBONATE PANELS ISti/Sj�QNA�
�j FASTENED TO ADJACENT STORM Wj QU y;
PANELS WI7Ti S'4-20 SIDEWALK
SOLT AND WASHERED WINGUT
AT MIDSPAN,TYPICAL14
W
- TABLE 2 .. g$c
W
ALLOWABLE SPAN SCHEDULE(STEEL TABLE 2 NOTES: G i0
I WITH POLYCARB PANELS) + LINEAR INTERPOLATION
to PANEL ALLOWABLE DESIGN BETWEEN SHUTTER SPANS IS
p, SPAN PRESSURE NOT PERMITTED.FOR SPANS
BETWEEN THOSE INDICATED
106' +33.3 PSF •33.3 PSF ABOVE,THE DESIGN PRESSURES
' 102' +38.7PSF 35.7 PSF FORTHE NEXT HIGHER SPAN
98' +38.8 PSF •38.8 PS SHALL BE USED.
or • DESIGN PRESSURES NOTED .q X
P ib TYP. BY +60.8 PSF -60.8 P8F IN TABLE 2 APPLY TO ALL - o,¢
NOTES: MOUNTING AND ANCHORAGE
S2 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. 76' +67.8 PSF -679 PSF CONDITIONS AND SHALL NOT BE .y
11 MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO 72' +87.0 PSP •87.0 pSF EXCEEDED. al '2 NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS G T2
ALLOWED, zm
2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY.
3. STEEL AND POLYCARBONATE PANELS SHALL ALTERNATE. �
4. END PANELS SHALL BE STEEL PANELS ONLY.
TYPICAL ELEVATION WITH ALTERNATING
1 STEEL AND POLYCARBONATE PANELS
? N.T.S. EXTERIOR ELEV •a
INTERIOR - 5
GLASS SEPARATION
NOT REQUIRED
Ib 1
Q
POLYCARBONATE PANELS
END PANELS SHALL BE FASTENED TO ADJACENT STORM EXTERIOR POLYCARBONATE PANELS
STEEL PANELS ONLY FASTENED TO ADJACENT STORM
PANELS WITH S'+"•20 SIDEWALK
BOLT AND WASHfRED WSNGtiT PANELS D W Ye-20 HERE WING UC
AT,MIDSPAN,TYPICAL BOLI AND N,TYPICAL,WINGUi
AT MIDSPAN,TYPICAL. 00?MRORtiWKLOP6
14-2031
TYPICAL SECTION WITH ALTERNATING
2 STEEL AND POLYCARBONATE PANELS
7 N.T.S. HORIZ 50 ON
1J
ANCHOR SCHED E : h1"%A:`�G?
(SEE SHEET 9 FOR ANCHOR NOTES) ` `"'
EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED 1
G LOAD Spans Up To 6'-0" S�rK Up To 8'-0" Spans UP To 10'-0" Scans Up To 6'-0" Scare Uo To B'-0" Scare UO To YO'-0"
ANCHOR CONN TYPE CONN TYPE CONN TYPE �� CONN TYPE CONN TYPE - CONN TYPE D PE004
(D� Cl C2 C3 C4 CS CS C2 C3 04 CS CL C2 C3 C4 C5 ANCHOR {pst} Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 29�'
2/4"1TW S.S.TAPdDN WITH 35 16.0"16.0"Y6.p"10.5"16.tl"16.0 16.0"16.0" 7.9" 16.0"16.0"16.0"16.0" 6.3" 16.0" 1/4'ITW S.S.TAPOON WITH 35 16.0"I&0"1&0'16.0-1160-116.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0'Iss,$.
1-3/4'EMBED AND I•MIN. 46 16.0"16.8"16.0 8.0" 16.0"1&0"16.0"16.0" 6.0" 16.0"16.0"16.0"16.0" 4.7" 16.0" 1.3/4'EMBED AND 2.1/2' 46 16.0"1&0"16.0"16.0"16.01116.0"16.0"1&0"14.7'16.0"16.0"26.0"16.0.
EDGE DISTANCE(3192 PSI 57 16.0"16.0"16.0" 6.5" 16.0"16.0"16,0"16.0" 4.8" 16.0"16.0"13.9"16.4' 3.8" 11,5" MIN.EDGE DISTANCE{3192 57 16.0"16.0"1&0"15.8"16.0"16.0"S&4'16.0"33.5"16.0"16.0"16.0"16.0" 9.0` 1 7=71 d
MIN CONCRETES 67 IS.&16.4"16.0" 5.5" 160"16.0 15.3"16.0" 4.0" 13.1"160"10.4"160" 3.2" 8.6" Dst MIN CONCRETE) 67 36.0"16.0"16.0"13.3"16.0"16,0"16.0"16.0" 9.6" 15,3"16.0"12.8"16.0' 7.6- 10.y" '
78 16.0"16.0"16.0" 4.7" 16.0"16.0"12.1"16.0" 3A" 9.71' 14.3' 8.8"' 14.3" 6.7" 78 16.0"16.0"16.0"11.2"16.0"16.0"14.2"1&0" 8.2" 11.4"160"'10.3"16.0' 6.4" 7.8' S
69 160"1S.4"16.0" 4.1" 13.2"35.7"10.0"15.7' 3.0"' 7.7" L26"' 7.4" 12.6" 5.5" 89 16.0"16.0"16.0" 9.7' iS.S'16.0"SY.T"1&0" A1" 91" 14.8" ex, L4.8' S.6' 6.4"
100 16.0"12.8"16.0" 3.6" 10.4"14.0" 8.5" 14.0" 6.4" 11.2" 6.4" 10.8" 4.6" 100 16.0"15.1"16.0" 8.5" 12.3"16.0"10,0"16.0" 63" 7.5" 13.1" 7.5" 12.7' S.0' S.4" _ 1
1/4'ELCO ULTRACON WITH 35 Sfi.O"16.V 16.0"16.0"1&0"56.0"L6.0"16.01 33.0"16.0"16.0"56.0"15.0"10.4"15.0" 1/4'�CO UL��y WITH- 35 160"16.0"1&0"16.0"16.0"16.0"1.6.0"'16.0"16.0"16.0"16.0°16.0"16.0'IS.B"1601 F�Q a
1-3/4'EMBED AND 1"MIN. 46 16.0"16.0"16.0"13.1"16.0"16.0"16.0"16.0" 9.8" 16,0"16.0"16.0"16.0" 7.7" 16.0" 1.3/4'EMBED AND 2-1/2' 46 16.0"16.0"16.0"16.0"16.0"16.0"1&0"16.0"14.9"16.0"16.0"16.0"16.0"11.6"LEV
EDGE DISTANCE(2700 psi 57 160"f&0"16.0"10.6"160"160"16.0"16.4' 7.8" 16.0"116.0"113.r Y&0" 6d" YL.4" MIN.EDGE DISTANCE(2700 57 16.0"16.4'Yb.o"Liz,15.0"Y6.0"Y6.0"i&0"31.7"L6.0"160"14.2"16.0° 9.1• YL8" z
M1F7 CONCRETE) 67 16.0"16.0"160'" 8.9" 16.0"16.0"15,1"16.0" 6,5" 12.9"16.0"10.8"1&0" 5.1" 8.5" psl MIN CONCRETE) 67 16.0"16,4'16.0"13.5"16.0"16.0"15.6"1&p" 9.7" 13.3"16.0"11.1"16.0' 7.6" 8.7" W ~
78 16.4'3&4'1&0" J.5" Y60"'16.0"11.9"16.0" 5.5" 9.6" 14.2" 8.7' 14.2" 4.4" 6.6" 78 1&0"1&0"16.0"11.3"1&4'16.4'12.3"160"" B.2" 9.9" 14.6' 9.4' 14.6. 6.5" 6.8" iitYYY
89 16.0"15.2"16.0" 6.5' 13.0"35.5" 9.9" ISN' 4.8" 7.6" 12.4" 7,3" 12.4" 5.4" 69 16.0"115.7"116.0" 9.8" 13.4"16.0"10.2"16.4' 7,1" 7.9" 12.8" 7.511112.8' 5.6" 5.6"' N ti
100 16.0"12.711116.0" 5.8"' 10.3"13.8" 8.4" 13.8" 4,3" &9" 11.0" 6.3" 10.7' 4.6"' 100 16.0"13.Y"16.0" ON' Yo.6"24.3" 8.7" 14.3" 6.3" 6.6" 11.4" 6.5" 11.1' 5.0" 4.7" i0
f/4'ITW SAMMYS SSC W/ Y 16.0"Y6.0"16.4'16.0"16.0"16.0"16.0"16.4'16.4"16.4"16.0"16.0"iS.S"16.4' 1/4•ELCO PANELMATE 35 16.0"16.0"16.0"16.4'16.0"16.0"16,0"16.0"160"16.0"16.0"16.0"16.0°15.8"16.4' ~
2-Y/4'MIN EMBED AND r4616.0"1&0"'1601 16.4'1&0"16.0"16.0"16.0"150"16.4'1&0"16.0"16.0"11.8"16.0" tFEMALI MALBEDE,o[PI.11AND 1S/)zW/ 4b i&0"16.0"16.0"16.0"16.0"16.0"26.0"1&D"15.0"2&0"16.0"16.0"16.0"11.7"16.0"
1-214'MIN.EDGE DISTANCE1 ,"16.0"16.0"36.d"Y6.0"26.0"36.0"Y6.0"L1.9"Y8.0"Y6.8"Y5.4'16.0" 9.3" Lb.O" MIN EDGGE DISTANCE(3350 16.0"16.0"16.0"16.4'16.0"16.0"16.0"1&0"11.8"16.4'16.0"16.0"LEV 9.21 13,5"
(3295 psi MIN CONCRETE) 16.0"16.0"16.0"13.6"'16.0"16,4'16.0"16.0"10.4'16.0"16.0"16.0"16.0" 7.9" 13.71' psi MIN CONC) 67 16.0"1&0"16.0"13.6"16.0"1&0"1&0"'1&0" 9.8" LOX 16.0"12.7'16.0. 7.7" 10.0"8 16.0"16.0"1&.W 11.5'160"16.4'16.0`16.0" ON' 15.5"16.0"14.0"16.0" 6.7" 10.7" 78 16.0"16.0"16.0"11.4"16.4'16.4'Y4.I"16.4' 8.3" 13.3"16.0"ID.3"'16.0" 6.6" 7.8"
*L.J--++1`111°" 16.0"16.0"16.0"10.4'16.0"16.0"15.9"16.0" 7.4" 12.3"16.0"11.8"16.0" 5.8" 8,7' I(( 0�-umwluux+' 89 16.0"16.0"16.0" 9.9" 15.4"16.0"11.T'16.0" 7.2" 9.0" 14.7" ON' 14.7' 5.7" 6.4"
I60"'1&o"16.0" 89" 16.0"16.4'13.6"16.0"' 6.5" 10.2"160"10.1"ifi.0" &2"' 7.4" 100 160"I5.0"16.4' 8.7" 12.2"16.0" 9.9' 16.0" 6.4" 7.5" 13.1" 7A" 12.71 S.Y" S.4"
1/4-20 ALL POINTS SOLID• 16.0"16.0"16.0"136"16.0"16.0"16.0"16.0"10.2"'16.0"16.0"16.0"16.0" 8.2"' 16.0" x 1/4'ITW SA14MYS SSSC W/ $4616
16.0"16.0"16.0"36.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0.16.4'16.0" 14SET WITH 7/8'MIN EMBED 36.4'160"16.0"•100"16.0"1&0"Y6.0"16.0" 7.7 160"16.0"Y40"1&0" 6A" Y3.3" $ 2.1/4'MIN EMBED AND 16.0"16.4'16.0"16.0"16.0"16.0"1&0'16.0'"16.0"16.0"16.0"16.0'15.0`FWD 1•Y/4'MIN.EDGE 16.0"16.0"16.0" 8.4" 16.0"16.0"14,3"16.0" &1" 13.4"13.8" 9.8" 13.8" 4.8" e.l" 2.2/2'N[N.EdGE DISTANCE 16.0"16.0"16.0"16.0"16.0"16.0"1&4'15.1"16.0"16.0"16.0"16.0°11,8"DISTANCE(3ADO pst MIN 16,0"16.0"16.0" b0" 3&0"14.71'Y0.4'24.71' S.1" 9.2" Yi.7" 7.T' 11.71 4.01 &0" (3295 psi MIN CONCRESP) I60"1&0"Y6.o"i6.o"16.0"Y60"16.4'12.7"160"160"16.0"16.0"10.0"14.3"CONCRETE) 78 16.0"13,6"16.0" 5.9" 12.5"12N' 8.5" 12.6" 4.3" 6.8" 10.1" 6.2" 10.1" 3.4" 4.7' 16.0"16.0"14.7"16.0"16.0"'16,0"16.0"10.7'16.0"16.0"14.6"16.0" 8.5" 11.1"89 14.J"10.9"Y4.T' SY" 4.3" YY.1" 7.0" 11.1" 3.8" 5.4" 80" 5.2" 8.8" 3.9" 1(1 lff.p"16.4'Y2.7"Y6.0"160"26.0"Lb.O" 4.3" 12.9"16.6"12.3"26.0°71.4" 9.3"100 13,1" 9.0" 13.1" 4.5' 7.4" 9.8" 6.0" 9.8" 3.3" 4.5"' 7.9" 4.5" 7.6" 3.3" 16.0"16.4'11.2"16.0"16.0"14.Y"16.0" 8.2" 10.7 16.0"10.6"16.0' 6.5" 7.71' Zm<
1/4-POWERS TAPPER WITH 35 16.0"16.4'16.0"11.3"16.0"1&0"16.0"16.0" Sr8. 1fi.6"13.0"L3.0"'13.0" 6.8" 130" Ifo-20 All POINTS SOLID- 35 1&0"'LEN'16.4'160"16.4'16.0"16.0"160"16.0"16.0'26.4"16.0"1&0'14.71'
1.3)4'MIN EMBED AND 46 16.0"16.4'16.0" 8.6" 16.0"Y2.4"12.4"12,4" 6A" 12.4" 9.4" 8.1" 9.4" SET WITH 7!8'MIN EMBED 46 16.0"36.0"Y6.0"16.0"16.0"16.0"16.0"1&0"Y3.9"16.0"16.4'16.0"36.0"10.4'16.0"
1-1/2'MIN.EDGE DISTANCE 57 13.3"13.3"13.3" 6.9" 13.3"10.0" 8.3" 10.0" S.0" 7.7" 8.0" S.T' 8.0" 3.9" 4.71' ANR 2'MIN.EDGE DISTANCE 57 2&0"16.D"f&0"15.0"16.0"16.0"26.0"Y&0"10.9"16.0"16.0"22.$"1&0"84" 30.61
(3000 psi MIN CONCRETE) b7 11.3"10.4'11.3" 5.8" 11.21 8.5" 6.3" B.S' 4.2" 5.3" 6.8" 4.4" b.8" 3.3" 3.S" (3000 psi MLN CONCRETE) 67 16.4'16.0"16.0"32.6"16.0"16.0"14.1"16.0" 9.1" 12,0"15,3"110.0"15.3" 7.1" 7.9"
78 9.7" 7.9" 9.7" 4.9" 7.3" 7.3" 4.9" 7.3° 3.S' 4.0" 5.8" 3.6" 5.8" 78 16.0"1&0"Iff.O"10.6"1&0"1&0"13.1" 16.0" 7.71' 8.9" 13.2" &1" 33.2" 6.0" &1"
84 8.5" 6.3" 8.5" 4.2`1 S.4" b.4" 4.3" 6.4" 3.8" 3.2" S.Y" 30" 5.1" 7K 89 16.0"14.7'116.0" 9.1" 12.1"14.4" 9.2" 14.4" 6.6" 7.1" 11.5" 6,8" II-S,i 5.2" 5,0" m
100 17.6-15.2"" 7.6" 3.7" 4,3" 5.71' 3.5" 5.7" 4.6"' - 4.4" 100 16.0"11.8"16.0" 8.0"' 9.6" 12.8" 7.8" 12,8" 5.9" S.9" 10.3" 5.8" 10.0'4.5" 4.3"
EDGE D15TANCES AS NOTED 1/4•POWERS TAPPER WITH 35 Y6.0"16.0"16.0"16.0"16.0"16.0"Y6.4'16.0"16.0"16.0'16.0"16.0"16.0"13.5"16.01'
Soaps Up To 610" Spons UD To 8'-0"' Spans Up To 50'-0" 1-3/41 MIN EMBED AND 3" 46 16.0" 16.0"1&0"16.0"16.4'16.0"12.8"16.0"16.0"16.0"16.0"9.9" 15.2"
}C LOAD MIN.EDGE DISTANCE(3000 57 16.0"16.81 13.$"16.0"16.0""16.0"16.0"10,4'iS.S'16.0"11.3"16.0"7.8" 9.4"
7y
ANCHOR (per CONN TYPE CONN TYPE COWS TYPE psi MIN CONCRELE) 67 16.0"16.4'16.0"11.5"16.0'"16.0"12.5"16.0" 8.3" Io.T'13.6" 8.9" 13.6"6.5" 7.4'
Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 718 34.4`15.8"16.0" 9.71' 14.5"Y4.6" 4.4" 14.8" 7.0" 7.9" 11.7' 7.2" 11.7"5.5' 5.5"
ggg 1/4'MILLENIUM M111FAST 35 160116.0`1116.0"1160 Y6.0'Y6.0"16,0"16.0"16.0"16.0"'16.0"16.0"16.0"15.3"16.0" 89 16.0"12.6"16.0" 8.4" IO.T'12.8" 8.1" 12.$" 6.1" 6.3" 10.2"'6.0" 10.2" 4.9-14.S-
/4'
WITH I-3/4'EMBED AND 46 16.0"16.0"16.0",16.0"16.0"16.4'16,0"16.4'14.5"16.0"16.0"16.0"16.0"11.2"16.0" SOD Y5.2"10.5"15.2" 7.3" B.5" YY.4" 6.9" Y1.4" 5.4" 5.2" 4.Y"` 5.2" 8.B" 4.2" 3.8"
2-1/2'EDGE DISTANCE 57 160"16.8"16.0"15.7"16.0"16.0"16.0"16.4'11.3"16.0"16.0"113.0"16,0" 8,8" ----
(3275p51 MIN CONCRETE) 67 16.0"16.0"16.0"13.1"16.0"16.0"14.3"'16,0" 9.4" 12.2"15.6"10.2"15.6" 7.4" 8.0" ' B
76 16.01126.0"116.0"11.0"'16.0"16.0"Y1.3"'160" 6.0' 9.Y" 13.4" 8.2" 13.4" 63" 6,2" bbb 66
B 89 16.0"114.4"116-0" 9,S" 12.3"14.7" 93" 14.7" 6.9" 7,2" 11.7' 6.9" 11.7" 5.4" 5.1" A g
300 16.0"120"16.0" 8.3" 9.8" 13.2" 7.9-113.1"-UF 6.0" 10.4" 59" 10.1" 4.$" 4.3"' 6 R 6
1/4•NILLENIUM MTl1FAST 35 16.0"16.0"16.0"16.0"16.0"16,4'16.0"16.0'"'13.5"26.D"16.0"15.0"16.0"10.8"16.0" ,
WITH 1-314'EMBED AND 1' 46 16.0"56.0"Y&0"13.7"Y&0"16.0"76.0"16.0"10.3"16 0"16.0"Y4.8"16.0" &O" 13.8"
EDGE DISTANCE(3275ps1 57 16.0"16.0"16.0"1L1"16,0 160"15.0"16.0" 8.0" 14.1"14.6"10.3"14.6" 6.3" 8.6"
MIN CONCRETE) 67 16.0"1&01 1&0" 93" 15.0'15.5"11.4"15.5" 6.7" 9.7" 12.4" 8.1" 12.4" 5.3"' 6.4"
78 16.0"14.3"16.0" 7.8" 13.2"13.3" 9.0" 13.3" 5.7" 7.2" 10.6" 6.3' 10.6" 4.5" 5.0"
89 L5.6"LIN,15,6" &7" 9.6" 11.7' 7.4" 11.7" 4.9" 5.7" 9.3"[4.7-
1o0 13.8" 9.5" 13.4' S,9" 7.8" 10,4" 6.3` 10.4" 43" 4.8" 8.3" 8.1"0 i2 SMS W!2'EYEWALL 35 16.4'16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.T'16.0"16.0" 16.0"ARMOR INSERT W/2•EMBED 46 Y6.4'16.0"16.0'f3,8""16.0"160"16.0"16.0"10.4"16.0"16.0'" 16,01 8.1" 16.0"AND 2'EDGE DISTANCE 57 16.D"16.0"16.0"31.2"16.0"16.0" 16.0"16.0" 8.2" I6.D"'16.0" 16.0" 6.4" 11,0" CMNRW1FWRLWlWV0PE(2000Dst MIN CONC) 67 16.0"16.0"'16.0" 9.4" 16.0'16.0"14.7"16.4' 6.9" 12.5"16.0" Y6.0" SA"' &2"7a 160"160"16.0" B.0" 16.0"1.0 . . S.e" 9.3" 13.7" 13.7" 4.6" 6,4„ 14"Z0,31
89 160"14.8"'16.0" 6.9" 12.6"15.6" 4.6" Y5.0" $.1" 7.4" 12.0" 12.0" 4.0" 5.2"100 16,0"12.3"16,0" 6.1"' 10.0"13.4" 8.Y" 13.4" 4.5" 6.2" 10.7" 10.4" 3.6" 4.q"012 SMS W/2.75'EYEWAIL 35 16.0"160"16.0"1&4'16.0"16.036.DI6.41&0"16.0"16.0" 16.0"15.6"16.0"
ARMOR INSERT W/2.5" 46 16.4'16.0"16.0"16.0"16.D"16,d"16.0"16.0"Y4.8"16.0"16.0"16.0"16.0"11.5"16.0"
EMBED AND 2"EDGE 57 35.0"Y6.4'56.0"Y6.0"16.0"1&0"16.0"16.0'•11.7"16.0"Sb.O"16.0"16.0" 41" 14.2" 'BQ
DISTANCE(2000ps1
MIN 67 16.0"16.4'16.0"13.4"16.0"36.0"16.0"16.0" 9.8" 16.0"13.4"160" 7.7" IO.S'
CONK 78 16,0"16.0"16.tl"11.3"36.0"i6.D"14.9"16.0" 83" 11.9"16.0"10.8"16.0"' &S" 8.2" O
84 16,0"16.0"16.4' 9.8" 16.4'16.0"12.3"16.0" 7.2" 9.5" 15.4" 9.1" 15.4" SY' 6,7"
100 16.0"55.8"15.0" 8.6" 12.8"16.0"30.5"16.0" 6.3" 7.4" 13.7" 7.e-- 133' 5.0" 5.7"
FRJW MNARRQ
ANCHOR SCHEDULES (CONTINUED);
EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED
LOAD Spam Up To W-V Som Up To V-V Spans Up To 76`-01' Soans Up To W-V To W.W. 0 To I oc-- -
ANCHOR CONN TYPE CONN TYPE CONN TYPE ANCHOR LOAD CONN TYPE TYPE CONN • 40
(pso C, CZ I C3 C4 CS Cl C2 C3 C4 CS Cl I C2 I C3 04 CS (Psf) Cl C2 I C3 I C4 CS CS C2 C3 rl i CS Cl C2 1 6 C4
114'ITIN S.S.TAPOOM WITH 35 14.6"114.61140 9.1" 140 11.0" 11.01, ea"I S. ea" 1/0 rrw B.S.7APCCIN fs fox".T'10XI 4.0"110.7" &V 8.0"13.6" 18.0"1 6Ar 16.4"16.4'
1-1/4'MIN.EMBED AND 46 lix-Ill.rilix, 6.9" lI.V 8,3' 8.3" 6.71 6.r WITH I-1/4'MR.EMBED 46 -&V &V 8.1" 3.6" S.V* 6.1' 6.1"1 4,9"14.0"14.9
2-112"MIN.EDGE DISTANCE' 57 9.V 99.V-Sa" 9.0" 6.7" BY' 5.4" 5.4" AND V HIM.EDGE -57
TV IV' 6.6" 6.6" 4.9"
3.8" 3,9"
67 70 711' 7.6" 44" Y.S. SY 5,7, 4.6" 4.6" DTA
67 5.6, sr sarr S.V' 4.2-
7816.6' 4.8" 3.6"
89 SV 4.2"1 Sa" 3.3" 3.6" 4.3" 4.3" 3.5" .51, 89 14.2' &V 4.2" Ar
100 5.1" 3.5"1 S.V= 3. 3.8" 3.1" 100 13.7'
1/4,ELCO ULTRACON VJTTH 35 16.0"16.0-I&V 8.3" 16.0"12.0" Izo" 9.6.1 9.6" W4--ELCO,ULTRACON SS 116V 16.0"16A' 224' IZO"l(67k 112.0*1 WWI I
1-1/4-MR.EMBED AND 46 12.2"I2,r 12X 9.ir" 9.V 7.3" WITH 1-1/4'HIM.EMBED -46 12.r,12.2"12.2" 9.1"19.111, 9.11,15.1"19.1"17.3"Ill
2-1/2'MIN,EDGE DISTANCE 57 9.8" 9.6" 9.0' 7.4" 7.V' S.9" S. AND 1"MIN.EDGE 57 9.8"190' 90'155'190'. 7.4"16.V 7N' S.7-I S.9-1 14
67 8.4" 7a" 8.4" 6.31, 6.3' &,.V S. DISTANCE r I S Or"I
67 0.4" Wr 8.4"14.6"f 8.2" 6.3"144"" 6X 5.0-
78 7.2" ss- 7.r 5.4" M 4. qSZV$NWo,, 78 7.2" 5.8" 7r 5.4" Swl 4.31�4.
89 6-3" 4.6" 6.r 4.7" B9 6.r 4.V' 6.3' 4.r 4.7" w
-Too-TF= 5.6" 4.2" loo S.Wi M S.6" 4.1" 4.r,
2/4'ELOD PANTE 35 16.0"16.0"16.0' 16r 16.0,1 14M' 14.4" 2/4'ELCO PANEIMATE(MALE 35 16.0'16.0"16.0" 16& 16.0" IS.Wl 15.0"
(FEMALE,MALE,OR PLUS) 46 16.0"16.0"160' 13.r 13.7" 11.01, 11.0" OR PLUS)W/1-1/4'MIN 46 16.0"16.0"16.0" X 14X 11.1r, 11.4"
EMBED AND r -- is.r six is.r II.5r 11.51 9.r
W/I-Ile MIN EMBED AND ST 14.7"114.7"114.7" lI.V 11.1" 8.81 &V MIN.EDGE ST-
3'MIKEDGEDISTANCE 67 12.5"111.6112.6" 9.4" 9A" 7.5" 7.5" DISTANCE -
67 13.0"12.1"13.0' gF, 9all 7.8" 70
78 10.8"18.7"110.9 S.O" 8.0" $.It" . 8.111 6.5" 6.S" 8 78 11.3:9.V 11.2- 8A" SA' 6.7" 6..
89 9.4"17.0"19.4. 4.3" S,9V" 7.V 4. 7.1" S. s.r 69 9.8" 7.2" 90- 7.4" 7.4" 5.9" 5.9*
I T-K.4-1- 6X S.W 4.9" 100 Sr 6.011 SX., 9
6.5V 6.W s.r SX ull I
114-ITW TAPOON SOW/ 16.0"16.0"16.0"15.9'16.0'16,0`116.0"16.0" 16.0' 3/4.17W TAPCDN SG W/ Is MtE 16.0-16.0., ga- IS&16.0'16.0"16,01' 16.0"
1-1/4'MIN EMBED AND 46 16.0"16.0"16.0"12.1"160 16.0"16.0"16.0" mw 16.0" 1-1/4'MIN EMBED AND 16.0'I&W 16.0" 7.3" 16.0'16.0'1&vl 16.0" U I
2-1/1*MIN-EDGE DISTANCE 57 16.0"16.0"16.0" 9.8" 16.0"16.0"16.0'16.0"" 7.1" IS.W"16.0"11 16.01 5. 9. 1-1/4-MIN.EDGE DISTANCE 5-7 16.0"16.0"16.0" 5.9- 15.0'16.0"1601 116,0'-
15.8"16.0"lia"16.0r" Z.E;
67 16.0"160 16.0" 8.2" 16.0"16.0"12.8"16.0" 6.W'110.9"113.9" 9.1" 13.9" 4.711 7,rl 67 16.0"16-V 1W 5.0" 16.0'160 IZW'116.W' 10.9`13.9"19.1" 13.9' 7.V
78 IBM"26.0"16.0' 6V 14.8'14.9"10'r 14.9' S.V I S.V III.V 7.3" 11.9' 4.0" 5.6' 78 16.0"16.0"16.0" 4,r 140 14.9"10.1"114.9" 8.211 1W 7X 11.9" S.&I u!
89 16.0"12.8"16.0" 6.0" 11.0"13X eX I3.V 4A-16.4"110.5- 6.2- 10.5- 3.5" 4,V 89 14.0"12Z'16.0" 3.7" 11.0"13,V BX 113X 6.4" IU S" 6.2V IWO. 4aP -.22
100 15.5"101r,1515 Sr &?' 11.6" 7.V 11.6" ILV 5.4" 9.r 5.3" 9.0" 3.r 3.r 100 15.5"10.7'13.5" 3.r 8.r 11.6- 7.V 7H 1 1
_LlIa- S.W' 9.3" 5.3" 9.& 3.9"
1/4-20 ALL POINTS SOLID- 35 16.0*16.0"160'13.4"16.0'16.0"16.0"16.0"10.1"16.0"160 16Ar 16.0" 8.1" 16.0" 1/4-20 ALL POINTS SOLID- 35 164"160'16.0" 8.1" 16&14X I4X 14X 143'II.V 11.4"LIM 12,4!
SET WITH 71W MIN E14SED 45 6.V'16.01 16.0" t6a,764,mo"ifia, 71- 26.0,mr i2.r i4s, W-11-.4-4 SET WITH 7/0'MIN EMBED -4-6 f4-,S'14.5'14.5" 6.V 140 10.9"10.9 10.9l 10.9" 0.7' 7.1" 0.7- 6.6l
Ri AND r MR.EDGE 57 116.0"116.0"116.0", 8.r, 15.1" 6.0" 11.7"12.1". 8.r 12.1" 4.7" 7.1" AND 1-1/4'MIN.EDGE -17-11.7"11.7121.7"t 1.7 8.8" 7.2" Ball 6.8" 7.0' 5.0" 7.Or", 4LV
DISTANCE 67 16.0"15.9'160' 6.9' ICO'12.8" 9.4' 12.8" 5.0" 04" IMr 6.7" 10.3" 30' SX DISTANCE 67 9X 9.2"1 5.5'173" 4X 6.0' 3.9" 6. 3.V
1! +;--g -m- g
78 14.7"II.W'14.7" Sh" 10.9"110- 7.4" 12.0" 4.3' 6.0' 8.8' 8.8" 3A" 4.1" 78 O.5"16.9.1 6.!E- 6.4" 3.5" 5111, 5.1"
It $so 7.71. P l' A
89 12,91, 9.5`1 I2.V 5101, SX, 9.71, $X* 9.7" &V 40' 7.7" 89 7.r 1 S.F.17.v 3.0" 4.7' 3�P 54" 4X 4.5" 1
1 115" 7.9" 11.5" LC 6.4" 8.6" 5,2" Sa" 3.3" 4.OV" 6.9" 6 100 11 3.0" 5.0" 4,W 3.9" r
1/4'MILLENIUM MILLFAST 35 ISA"1S.4"15.4" 6.6" 154'II.V 11.9'11.5" 5.0" 11.5" 9.2" 9.2"
ANCHOR W 1-1/4'EMBED 46 lix u.7"lix sx, mr sm, ea, ex"" 7.W' 7.01,
AND 1-EDGE DISTANCE 9.4" 9.4" 9.4" 4.1" 9.4" 7.1" Sa" 7.1V 5171, EDGE DISTANCES AS NOTED
- Spans Up To V-V Spans Uo To W-W Spans TO Iw-w
67 8.0' 7.5' W 6.0' 4A' 6.0" 4.81 4.6" LOAD CONN TYPE CONN TYPE CONN TYPE
78 6.9" SA"1 6.9-1- 5.21, 5.2" 4.1" 4.V ANCHOR (Psr)
69 W 14.4"16V 4. 4.Y' •
- Cl CZ I C3 I C4 I C5 Cl I C2 I C3 I C4 I CS I Cl I Cl 1 C3 (A Cs
#12 sms wl r EyEwALL 35 16.0"16.0"16.0"14.9"16.0"16.0"116.011116.0"11.2"16.01,116.0"116.0"16.011 9.0" 16.01,
100 5.4" s.W, 4.0-1 ARMOR INSERT W/2'EMBED-'46-AD:16.0"160 1141 16.0`I&V 16.V 16.0`1 Ba` 16.0'16.0'16.0"16.0'6.6" IS.r
1/4'MILLENIUM MUFAST 35 16.0"MO'l UAW 12.7" 12.71 10.111111 AND r EDGE DISTANCE -w-16.011 16.0"16.0" 9.211 16.0"164"16.0"16.0"1 16�.&-,11 1�!E 15.9V"11.3"25.9- 5.3- 9.4-
ANCHOR Wl 1-1/4-,EMBED 46 12.V 12.911112.9" 9.711 9.711 7.7"1 67 16,0"16.0"16.0" 7.7' 16.lr 16AY"12.5"16.0" Sb" 10a"13.6' 0.9' 13.6"t 4A' 7.V
7 8
a
"o
46
6"
TR
,u
9.9. Irwl
6.81 .2"
F 67
7"
.9
4
7
'6-0"
1"'.
.W. 6"
AND 2-1jr EDGE DISTANCE S7 10.01 10.4"10 7.8" 7.81, 6XI I;',
78 I6.V 15.7'16.0" 6.V 14.5"14.6" 9.8" 14.6" 40 7.9" Ila" 7.2" 11.6"1 3.8' 5.4"
67 8.811 8.2" 8.911 6.611 61611 5,3" 89 16.0'12.5"1.6.0" 5.6" 10.r 12.8" 8.1" 120' 4.21' 6.3, ior 6.0, lox I 3,3" 45'
78
I Fr-;
W 6.V 7& 5.7" 4.6,, ioo 15.11 70.41 15.1, 5.0" ps,11.4---Cg-- 11.4"-i.-7- 5.2" 95-1 5.2" ea"M 3.8"
89 6.7" 4.9" 6.7"ll 5.0" 5.01.
5/16"rrWTAPODNXLW/ 35 16.0"16.0"160 16.011 16.0"16.0" 16&1 16,0"16.01 16.0"16.0',164,16.01 16,0"
100 5.9" 41" 5.9' 4,,W' 4.4" 2-1/4-MIN.EMBED AND 4- 46 16.0`16.0"16.0"164*160 16.0"160 160'16.0"160 16.0r 16.0'16.0"16.0"16.0"
*22 sms w/r EycwALL 35 16&16.0"264"12.2"767 164r 1601 16.0l 15. 15.8" EDGE DISTANCE 57 16.0"16.0"16.
ARMOR INSERT W/1-1/4- 46 116.0"WAY1 16.0" 9. 0. 12. 1210" V 16.0"116.0"16.0"16.011 16.0"116.0"16.0"16.0"16.G!'1I6.W*iI3A"16.0"
EMBED WITH I'EDGE - 31, 16.0"15.011 IS&gs. -- 67 164'16.0"16.4"16.0"16.0"16.0`416.0"16.0"74.6"16.0"16.001 160116.0"Ij.,r 13.9" MM
DISTANCE 57 16.0"I&W 16.0" 7.r 16. 12,1"10.0"12 9.r1 9.71 78 IG.&I 16.011 16.011 16.0"16.0"160116.V 16.0"112X 15.7"16.0"14.V'116.0" 9.7' 10.6"
67 13.711 1261113711 6.31- E3,91 11.31111al- 10.3 8.r 921
8 110.3 89 16.01 16.0'16.0"14.6"16.0`1 16-V 16,0"L6.0"10.r'12.5 16.01 11.91126.0"
#Emmmo-
78 11.91 8" SX 8.8"18.9"IfI501 8.9-1 30-14.8-117.1- 7.V* 100 16.0'16.0"16.0"12.9"16.0"16.011 13a"16.0'1 9.4" 10.4"16.0"10,3"16.0"
7.w, 7.5"
6.5"11.8"14.9"17.8-13.3"13.6-16.21- 6.2-1 S/IW ELCO ULTRACDN W/ 35 16.0-16.0'I&W 16.0'16.0"16.0"1601 16.0l 14-0-16.0-16,V 16.0`16. IL2-16Z' LIDNAFMOPIL
1 100 19.21116.71191-11 4,0- 5.2-16.9-1 4.r 16.9-90M 3XI 1 S.Sr- 5,411 2-1/4-MIN.EMBED 46 -1��14.r 16.0"16.0-16.0"160-10.6"IS&1S.V-12A-15.1" 6.2- 11.6"
-1��16.0 142031
57 364"16.0"16.0"II.V 164'15.7'12.61 15,3l UX 11.8'22.71 8.61 12.2"6.4" 7.2"
67 160"16.0"16.01 9.6" 16.0"13.0" 9.511 130' 6.911 8,2" 10.41, 6.8" 10A" 5.4" 5.3"
78 149"12.011 14.9",5.01 11.11,11,21, 6.0" 0,91 5,5l 8.9"
.0r.1 9.6'113.V 6.9" .2" ga" 5.011 7.8" 7.8.1
09 113
1 if 9
100 11.6"1&0"111016.1"16.5"18.7" 13-1 1171 7.0" BY'
60)
K21)
.. - L BENNMDO,P.E,
ND IiEowi6 '
=7t
3/4'MIN EDGE DISTANCE - 3/4'MIN EDGE DISTANCE . S.
Sven Up To 6'-0" $D2n"s UD Ta 0'-0" Scans Ua To 10'-0" r Spas Up To b'-W' - Suns Uo To 6'-O' SSoam UoTo 10 T F
LOAD CONN TYPE CONN TYPE CONN TYPE S LOAD CONN TYPE CONN TYPE CONN�iYPE
_ ANCHOR (P� Ci C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 y ANCHOR (� Cl C2 C3 04 CS CL C2 C3 C4 CS Cl C2 C3 O4 7r 4s/
ut
1/4'LAG SCREW OR HANGER 35 16.0"36.p"16.p'12,5'14.0"16,0'16.0"16.0" 9.4" 16.0"16.0"16.0"16.0" 7.S' 16.0" 1/1'ELCO PANELMA7E 35 16.0"16.0'"16.0"16.0"16.0"16,0"14.0"16.0"16.0"16.0"16.0"16.0"16.0'"13.7"16. // Lg �_
BOLT WITH 1.5'MIN THREAD 46 16.0"16.0'16.0" 9.5" 16.0"16.0"36.0"56.0" 7.1" 16.0"26.0"16.0"i6.M 5.6" 16.0" (FEMALE,MALE,OR PLUS)W 46 L6.D"16.0"16.0"16.0"16.0"16,0"16.0"16.0"13.3"`16.0"16.0"I6.0"'16.D"30,2"
PENETRATION 57 16.0"16.0"16.0'" 7.7" 16.0"16.0"1b,0"16.0"15.7" 16.0•'16.0"12.4"16.0`14.5"110.3" 1.7/8'MIN EMBED 57 16.0"16.0"L6.0"11.1"16.0"16.0"16.0"16.0"10.3"16.0"16.0"16.0"16.0" 8.1" 16.0" �( d
67 16.0"16.0"16.0" 6.5" 16.0"16.0"13,7.16.0" 4.8" 11.7"14.9" 9.7" 14,9" 3.8" 7.6" 67 16.0"16.0"S6A"11.8"16,0"16.0"16.0"16.0' 8.7" 16.0"16.0"ISA"i6.0" 6.9" I2.1" 9
9- 70 16.0"16.0"16.0" 5.5" 15.9'"16.0"10.8"16.0" 4.L" 8.7" 12.8" 7.9" 12.0-13.2-16.0-1 * 78 16.0"16.0"16.D"10.0"16,0"16.0"16.0"16.0" 7,4" 13.7"16.0"12.4"16.0" 5.8" 9.4" W Al
89 16.0"13.0"16.0" 4.8" 11.7"14,0" 8.9" 14.0" 3.S" 6.9" 11.2" 6b" 11.2" 2.8" 4.9" 89 16.0"16.0"16.0" 8.7" 16.0"LBO'14.1"16.3" 6,4" 10.9"16.0"10.4"16.0" S.1" 7.7"
c 100 16.0"11.5"26.0" 4.2" 9.3"' L2.5' 7.6' 12.5" 3.1' S.7" 10.0" 5.7" 9,P' 2.5" 4,1" _ 100 16.0"16.0"16.0" 7.7" L4.8"36.0"12.0"I6,0" 5J" 9.1" L5.8" 9.0 15.3" 4.5" 6.6" N cc
c"
e *14 WOOD SCREW OR SMS 35 16.0"16.0"16.0"11.8"16.0"16.0"16.0°16.0" 8.9" 16.0"16.0"16.0"16.0" 7�1" 16.0" 1/4'LAG SCREW OR HANGER 35, 16.0"16.0"16.0"15.7"16.0"16.0"16.0"16.0"11,7"1b.0"16.0"16.0"16.0" 4,4" 16.0' 4
WITH 1.5•MIN.THREAD 46 26.0"16.0"16.0" 9.3' 14.0'"16.0"16.0'16.0" 6.7" 16.0"15.2"12.5"15.2" 5.3" 11.6 � BOLT WITH 1S'MN THREAD 46 16.0"L6,0"16.0"1Y.9"16.0"16.0"1610"16A" 8,9" 16.0"'16.0 16.0"16.0" 7.0" 16.0" to
PENETRATION CI
g� 57 16.0"16.0"16.0" 7.3" 16.0"15.4"12.7"15.4" 5.3" 11.9"12.3" 8.7" 12.3" 4.2" 7R" PENETRATION 57 16.0"i6.0"16.0" 9.6 16.0"16.0"16.0"16.0" 7.1" 16.0"16.0"16.0"16.0" S.6" 15.4"
3% V`��'� 67 16.0"16.0"'16.0".6.1" 16.0"13.1' 9.6" 13.1" 4.5" 0.2' 10.5' 6.8" LO.S" 3.5" 5.4" a 67 16.0"16.0"15.0 S.L" 16.0°16.0"16.0"16,0" 6.0" 16.0"16.0"14.6'16A' 4.7' 11.5"
78 15.0"12.1"15.0" 5.2" 11.1"11,2" 7.6" 11.2" 3.8" 6.1•' 9.0" 5.5" 9.0" 3.0" 4.2" 78 16.0"16.0"16.0" 6.9" 16.0"16.0"16.0"16.0" 5.1" 13.0'i6.0"11.8"Y6.0" 4.0" 8.9"
89 13.1"9.7" 13.2" 4,S" 8.2" 9.8' '6.3" 9.8' 3.3' 4.8" 7.9" 4.6" 7.9" 2,6" 3.4' a 89 16.6"16.0"Ib,p" b.d" 16.0•`16,0"33.4"16.0' 4.4" 10.3'36.0" 9.9" 16.0" 3.5' 7.3"
100 11.7"18.0" 11.7" 3.9" 6.5" 8,8" 5.3' 8.8" 2.9" 4.0" 7.0" 4.0" 6.8" 2.3" 2.9" g 100 16.0"16.0"16.0" 5.3" 14.0"16.0"11.4"14.0" 3.9" 0.6" 15.0" 8.5" 14.5" 3.3" 6.2"
II4'£ICO FANELMATE 35 16.0 16.0"16," 9.9" 16.0"3. '26.0 1. ' 7.4" 6. Y.' 16,0"Y6.0 5'9"16.W'
,9' 16.0' #14 WOOD SCREW OR SMS 3S 16.0"16.6"16.0"26.0"16.0'26.0"16.0"16.0"12,2"16.0"16.6"16.0"16.0. 9.7" 16.0"
(FEMALE,MALE,OR PLUS)W 46 16.0"16.0"16,0" 7.S" I4.0"1 .0"16.0"36.0" 5.6" 16.0 14.8"12.1"14.8" 4.4" 11,3" WITH 1.5'MN.THREAD q6 16.0"16.0'16.0"12:3"16.0"16.0"16.0"16.0" 9.2" L46 O"16.0"16.0"16.0" 7.2" 16.0"
PENETRATION
1-718'MIN(iH6ED 57 16.0 16.0"26.0" 6A" 26.0"24.9"12.3"14.9" 4.4" 11.6"21.9" 8.5 L3.9" 3.5 7.0" 57 16.0"16.0"16.0"13.0"16.0"16.0"16.0"16.6" ?.3" 2b.0"Y6.0"11.9"Y6A" 5.0" 12A" .. i�L
67 16.0'15.7"16.0" 5.1" 14.0"12.7" 9.3" 12.7" 3.7' 7.9" 10.2" 6.6" 10.2" 2,9" 5.2" [W16 16.0"36.0" 8.4" 16.0"16.0"16.0"16.0" 4,2" 14.0"16.0"11.7"16.0" 4.9° 9.2"78 14.5"11J"14.5" 4.3" 10.8"10.9" 7.4" 10.9" 3.2" 5.9" 8.7" 5.4" 8.7' 2.S" 4.1" 16.0"16.0" 7.1"' 16A°16.0"13.0'16.Q" 5.2" 10.4"15.4" 9.5" Y5.4' 4.1" 7.2"89 12.7" 9.4" 327" 3.8" 8.0" 9.6" b.i" 9.b' 2.8" 4.7" 7.6 4.5" 7.6" 2.2" 3.3" 16.0"16.0" 6.2" 14.1"16.p"10.7"16.0" 4.6" 8.3' 13.5' 79" 13.5• 361003,3" 6.4" 8.5" 5.2" 0.6° 2.4" 3.9" 6,8" 3.9" 6.6" 2.8" 13.8"26.0" 5.5" #.2"15.0" 9.1" 35.0" 4.0" 6.9" 12.0'• 6.8"111.7"13.2"15.0"1Q
.2m
5
5
ANCHOR NOTES:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS.
2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE
LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(I.e.3/4'EDGE DISTANCE IS 9y
ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. t
4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER
WALL FINISHES.
S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES
INDICATED IN SPAN SCHEDULE(S)SHALL APPLY.
6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. /
FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO
PLYWOOD. OpIA4FltTA?lMfLt9W7COPE.
11.MACHINE SCREWS SMALL HAVE MINIMUM OF 1/2°ENGAGEMENT OFTHREADS IN BASE
ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT") 14-2031
U.N.O.
12. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. �1
13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT
C MOUNT INSTALLATIONS.
14. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL °•10
INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS
TO HOLLOW BLOCK t�