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Owner: Applebee Wind Zone: 160 MPH.
Address: 6013 Myrtle Dr Exposure Category: B
Ft Pierce,fl 34982 Minimum Building Dimension: 24 ft.
Mean Roof Height: 15 ft.
Risk Category: 11
Design Pressure Calculations
Opening Location Device Device FDevice Max Positive IFMax Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 36 37 7 32.5 -35.2
2 Int 36 37 7 32.5 -35.2
3 Int 48 80 7 30.4 -33.2
4 Int 97 _ 62 7 _ 29.5 -32.2
5 Int 60 62 7 30.5 -33.2
6 Int 26 62 7 32.2 -35.0
7 Int --- 26 _- T 62 7 32.2 -35.0-
8 Int 26 26 7 32.5 -35.2
9 Int 26 62 7 32.2 -35.0
10 Int 26 62 7 32.2 -35.0
11 Int 26 62 7 -32.2 -35.0
12 Int 26 62 7 32.2 -35.0
13 Int 36 37 7 32.5 -35.2
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(3017)Florida Building Code.
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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
4hu
0"M
� FL# FL11398-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived _
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Tom Johnston
tomj@tc-alum.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 John W.Knezevich
the Evaluation Report
Florida License PE-41961
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L,BLANCO,P.E.
52 Validation Checklist-Hardcopy Received
Certificate of Independence FL11398 R4 COI CERT7FICATE OF INDEPENDENCE SS.ndf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
hqs://w-ww.floridabuilding.org/pr/Pi_app_dtl.aspx?param=wGEVXQwtDgvIL5K15 SWld8... 3/9/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 08/10/2017
Date Validated 08/28/2017
Date Pending FBC Approval 08/29/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name I Description
11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11398 R4 II KC150107-R1 Record Set SS.Ddf
Approved for use outside HVHZ:Yes Verified By: John W.Knezevich PE 41961
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See Span Schedule Sheet 2 of installation drawings. FL11398 R4 AE KC Evaluation Report 150107 Rev 2
SS.DdP
Created by Independent Third Party: Yes
Back Nest
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-467-162a
The State of Florida is an AAJEEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send
electronic mail 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 455,F.S.must provide the Department with an email address if
they have one.The emails provided 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 hem.
Product Approval Accepts:
Cr--di$Card
Safe
https://www.floridabuilding.org/-Dr_app_dtl.aspx?param=w GEVXQwtDgvIL5K15SWld8... 3/9/2018
LIMIT ONE HALF PANEL PER OPENING
�!S
2.02" 2.02" 2.02' 2.250': �..u
f--� rµ .062" .060"3.00"MAX. 2.250"
1.05"MIN. a r 2.250" o o -moo.c
TYP. I = TYP.
07" 0 1.17 1.07" o N N 094"T P. 094"T P, �� 101" 094" > Z=•
tt o - f3
SEE NOTE 1 SEE NOTE I� +" m .094•. in c m '0 4" .120" .094'• in W,��go„`e
No.12
T"OVERA�.E
No.12
r : 0c m ry pfi2" 125" r `t` r NU)u�P12.00" 6.000"CQVERAGE t .062' m 062 ry o - N a 062" • 0�5,.375.. - .250.. =�" 8.332" 2.030" `---- 2.000' 2,020" u zy o
Z
OSTORM PANEL la HALF STORM PANEL 2 W HEADER O"U"HEADER 3a BUILD-OUT"U"HEADER Y N "s
O SCALE:3"=1'-0" OSCALE:3"=1'-0'• SCALE r 3"=1'-0" SCALE:3"=l'-0" urnR -
SCALE:3"=F-0" _2 Lm
1/4-20 MACHINE ,T'
1/4-20 MACHINE CREW @12' 1/4-20 MACHINE 1.525" 3.385"MAX.. ® -
SCHEW p1Z"a LJSIUD O•C•LITS SCREW @12"O.CASTUD N~ u
DIRECTION MAY-TT DIRECTION NAY DIRECTION HAY 886" .ee6"
BE RE VER SEDT o� BE RE VERSEDI° gE REVERSED) .375"R 24" 24•• .092" •177"
o - o w12S_Le,. .090" .090" TYP. _ w
.12 S"TYP. :`+ 1" .091"TYP. in �� 7 '� -.Z50•• 465" 55" W ry
250" Z
' 91" InI
m.215,. "+.215' : 15" o m
2.00"MIN. 2.00" .060" iO 313" o-
5.010"MAX. .632'• ry IIIA- .090" .090" �,M r°• 377"
O STUD ANGLE O STUD ANGLE 31s R - --•---- -g
q 4a STUD ANGLE SYM. 700• q
' SCALE r 3"^1'-0" SCALE:3"=1'-0'• 4b 1.00"MIN.
SCALE:3"=1'-0"
5.p0"MAX.
CR3HUL IH7IF5: DANGLE OC-TRACK(FINISH) 6a C-TRACK OBUILD-OUT F-TRACK NZ
L. 71JESE PRODUCT EVALUATION DOCUMENTS REPRESENTA SHUTTER SYSTEMANALYZED AND TESTED IN ACCORDANCE WITH THE SCALE,I" SCALE:HALF SIZE SCALE+HALF SIZE SCALE+HALFSIZE g .g
FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(IIIA14. REFERENCE KC 376" 376" J
EVALUATION REPORT NO.150107,REV I FOR APPLICABLE CODE EDITIONS.
2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TAS 203 AND THE SYSTEM G •150' •190 7
LARGE MISSILE IMPACT RESISTANT, _ N .563"� a
3. DETERMINE THE POSITIVE AND NEGATNE DESIGN LOADS TO USE WHEN REFERENCING TIIESE DOCUMENTS IN ACCORDANCE .440" o
WITH ASCE 7.10ALLOWABLE STRESS DESIGN.CALCULATED WIND LOADS SHALL BE MULTIPLIED BYTHE LOAD FACTOR 0,6 BEFORE 313".452"655" 313 1465" .655"
y AL-_'j
m a8 �v�
RETERENCING THESE DOCUMENTS. m 'a
4. FOR WIND LOAD DHCUTATION IN ACCORDANCE WRIT ASCE 7.10,A DIRECTIONALITY FACTOR OF KD=D.85 MAY BE USED. 0.090"(TYP.) 0.090"(TYP.)
S. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF III IS SYSTEM;HOW EVER,A WIND LOAD DURATION FACTOR OF in 30"
CD=L33 IS USED FOR SCREWS DESIGNED PER NDS. ---- (20 GA.GALV.STEEL OR 40
E. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS - 7 0 OR 0.050"6063-T6 ALUMI
SYSTEM TO A SPECIFIC SITE. 2'00 LOPTIONAL,
7. THEE EVALUATION DOCUMENTS ARETHE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT EVALUATION AND SHALL ONLY LEG DIRECTION (ZAMAC 3 ALLOY) KEYHOLE
BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY P'TRACK F"ANGLE-TRACK WING NUTWASHER
WTHICHAPTER611315-23OFTHE FLORIDA ADMNISTRATIVE CODE OSCALE:HALF SIZE Ba SCALE:HALF SIZE O10
: :HALF SIZE
8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO DE APPLIED BY 711E CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT SCAIEHALF SIZE SCALE
DEVIATE FROM THECONDITIONS DETAILED HEREINANDTHE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTUREDOES NOT WIDTH UNLIMITED
y a
DEVIATEIN EITHER FORM OR MATERIALFROMTHE STRUCTURAL SUBSTRATES DETAILED HERON. (PERPENDICULAR TO o'S
9. ANY MODIFICATIONS OR ADDITIONS 70THESE EVALUA710N DOCUMENTS WILLVOID THE EVALUATION DOCUMENTS. PANEL SPAN) Cz
JVIE
"
10.WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE TYPICAL SECTIONS, TOP MOUNT N
SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR • w
REGISIEAEDABCHITECT.IL EACH PANEL OF711EASSEMOLYSHALLBE PERMANENTLY LABELED ATA SPACING NO GREA7ERTIIAN 36'ON TIIE EXTERIOR FACE, .315"IN
WRHTIIEFOILOWINGMUIMUMINFORMATION: /\TOWNS[OUNTRT IND. w w 1.00"FORT IAUDFRDALE,R z-' \, I, 'TAS201,202,&2D3 .1 a VIEW `\` 650"P !PIC9 10 PPROVARGE LNU = ' - / NO.4196
PIC APPROVAL NUMBER a `KEY HOVE SLOT, �- ffff e_
12.ALUMINUM STORM PANELS SHAM BE 3004 I- \'_- Lmax..SEE STORM PANEL SPAN. 0* * J.".,RnL3evich
THEAPPLIUOLESPAN TABLES.
'o13 /" "'\ SCHEDULE-TABLE 1
I3.ALL EXTRUSION SHOWN SHALL BE 6063-TS ALUMINUM ALLOY,U.O.N. uWwi v 1 r vro,;nlo:..f!"ON.r
r^O nu, 4I PE<1951
STATE OF
14.ALL BOITS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A MI NIMUM TENSILE y 315"0
f +
STRENGTHOF 60 KSL U.O.N. n Z /I OP
�O0RI '.����•
15.TOP AND BOTTOM DETAILS MAY BE INTEACHANGED AS FIELD CONDITIONS REQUIRE PANELS MAYBE MOUNTED HORIZONTALLY E a 1. 0' ♦ SS I" --•"'" CS e
WHERE APPLICABLE. U HEADERS MAY NOT BE USED FOR HORQONTAL MOUNTINGCONDITIONS. y �' �•\ ,5•• TYPICAL HORIZONTAL ELEVATION •♦e�OIV L r Vtl•Knezevich, E
16.TRACKS MAYBE REMOVABLE PROVIDED REMOVABLEANCIURS ARE USED. ,650"0 j' SCALE:1/4"=1'-O" 11 r r rr
17.IF PANEL OVERLAPS OPENING BY IS TIMESTIIE GAP BETWEEN THE WAUAND PANEL,NO SIDE CLOSURES ARE REQUIRED. \_ -
18..PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT WRIT STRUCTURE TO PREVENT WATER INTRUSION 12„ _ ' ._------2 iv HOLE SLOT This item has been elecironicalty signed and sealed by / Stale: ASNOTED
OENIND COMPONENTS. J.W.KnezeVlch,PE on B/9/17 using a Digital Signature. rrrd r Drawn b: ARV
TYP. BOTTOM MOUNT l y� Date:U4/10/2015
TYPICAL VERTICAL ELEVATION Qct po�mr rb.
Printed Caples of this document are not considered KC15-0107
SCALE,1/4"=V-0" signed and sealed and the signature must be
g 9 HURRICANE PR07ECTION sheet 1 of 8
_v
V zu_� y
s
+h-192 g a
TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES /"� ER.`v c°
Wa»o?�
0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050ALUMINUM PANELS 0.0615 ALUMINUM PANELS Z•��
POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION �' 0m�q}
POSITIVE OR L mnv L m�v POSITIVE OR L ma. L may ASO SHUTTER FROM GLASS Asp SHUTTER FROM GLASS W V.-3 n
NEGATIVE FOR FOR NEGATIVE FOR FOR �dx�"d
ASO ASO INDLOA SPAN INSTALLATIONS INSTALLATION$ INDLOAO SPAN INSTALLATIONS INSTALLATIONS
POSITIVE NEGATIVE POSITIVE NEGATIVE
WINOLOAD ASO ASID WINDLOAp ASD ASO W. 'L' 530' s30' •W' 'L' 530' >30' Q ��++��!!
W WINDLOAD' WINOLOAD W WINOLOAD WINOLOAD (PSF) ABOVE GRADE ABOVE GRADE (FSP). ABOVE GRADE ABOVE GRADE ��`X03 r1
IPSF) IPSF) 72" 3" 1-3/8" 7Z" 3" 1-1/2" w CF
ZZw n
23 11.4" 1L4" Z7.5 144" 144" gp 104" 3" Z" 27.5 104" 3" 1-7/8"
25 1611 144" 30 143" 144" 135" 5" 3_1/4" 144" L-1/8" 3-1/8"
30 135" 144" 35 138" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" ~
40 104" 3" 2-1/8" 40 104" 3" 2"
35 130" 144•' 40 133" 144" 126" 5" 3-1/L" 133" L-1/8" 3-1/1,
40 126" 143" 45 129" ILL" 72" 3" 1-1/2" 72" 3" 1-1/2" i 9
45 Izz- 135" 50 126" 139" 50 104" 3" 2-3/8" s0 10L" 3" 2-1/L" a •'+�
ti
50 119" 1Z8" 55 1Z3'• 132" 719" 5" 3-1/L" 126" 1_1/8" 3-1/4" 4'0
55 116" 122" 60 120" 127" 72" 3" 1-S/e" 72" 3.. w
60 111" 117" 65 118- 122" 60 104" 3" 2-5/e" 60 104" 3" Z-3/8'• O
"a .ISN
fl1" 5" 3" 120" 4-1/0" 3-1/L" In S 9 w
65 107" 112" 70 116' 117-
7z" 3" 1-5/8" 72" 3" 1-5/8" •mom
u
•70 103" 108" 75 113" 113" 70 103" 3" 2-3/4" 70 1011, 3" 2-5/6" Z -�`m '
75 96" 104" 80 109" 109" 7Z" 3" 1-5/8" 116" 4_1/8" 3-1/4"
F
80 90" 99" 85 106" 106" 80 90" 3" 2-1/L'" 72" 3" 1-5/8" it
< :^ ^
a5 81" 93" 90 102" 102" 90 60" 3" 1-1/2" BO 104" 3" 2-3/4" ,11 jail
90 80" 80" 95 96" 96" BO" 3" 2" 109" 4-1/8" .3-1/8" ro a "
60" 3" 1-1/2" 60" 3"
95 75- 83" 100 91" 91" ~
IOD 72" 3" 1-3/L•• 9D 102•• 3" 2-7/8" c 3 8
100 72" 79" 110 83" 83" 48" 3" 1-3/e" 60" 3" 1-1/2"
110 65" 72" 120 76" 76" 110 65" 3" 1-5/8" 100 91" 3" 2-3/8" o
120 60" 66" 130 N.A. '70'• 48" 3" 1-3/8" 48'• 3" 1-3/a"
13D N.A. 61" 140 N.A. 65" 120 60" 3" I-1/Z" 110 83" 3" 2-1/8"
ILO N A 55" 150 N A. 61" 120 48" 3" 1-3/e"
76" 3" 2"
150 N A. 52"
N c
C'c
O
Nv
TABLE 1&2 NOTES: 'S
v
1 SEE SECTIONS FOR SHUTTER SPAN DEFINITION.
Z.FOR TABLE 1•DETERMINE BOTH THE POSITIVE AND NEGATIVE F
ASO WIND LOAD. CHECK THE MAX SPAN FOR EACH AND USE r•■■■1 w Y
THE LESSER OF THE TWO VALUES. ♦,,r`` �CNEZ�V♦♦, "Efffitfl
3.FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE ♦V'• �(`
NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. ♦ �•/-`•\(,E NSE``., a
4.FOR TABLE 2, ENTER AT A POSITIVE LOAD t_ PROJECT
POSITIVE LOAD AND SPAN Z PROJECT SPAN TO DETERMINE r /+ NO.41961
MINIMUM SHUTTER SEPARATION FROM GLASS. Y >'
LW.Knezevlch
Iiurmerh.:R:4951
r G':
r �•,, STATE OF
. O'. OR
F
This item has been electronically signed and sealed by �'■•■■r
Scale: AS NOTED
J.W.Knezevlch,PE on 8!9/17 using a Digital Signature.
��T Date:04/10/2015
Printed copies of this document are not considered �• Yy ,,,,sr,�.
signed and sealed and the signature must besa1' KC15-0107
verifiled on any electronic copies. HURRICANE PRDTEcnaN sheet 2of e
EXISTING CONCRETE. EXISTING CONCRETE. PTIONAL LEG DIRECTION
HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE.
WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECTIONTYPE _ m
C3 CONNECTION TYPE WOOD FRAMING 1CONNECrIONTYPE Ce
CONNECTIONTYPE REFERENCE ANCHOR ITYP.TOP AND BOTTON) REFERENCE ANCHOR U.4
-
REFERENCE ANCHOR B %' SCHEDULE FOR MAX. _
SCHEDULE FOR MAX. �Ma Q
MB. ?: SCHEDULE FOR MAX. :!' SPACING „(:{ SPACING °�O E
:j SPACING 1/4"MAX. Q. EO. >~Z=•a a
w Tain
1/4"MAX. .w F, n _ —'?' �� 5 1/t.•'MAX.oNo;rlt1^ . oaa u r I+, 3 wwEXISTING , w a .i` z m �1GLAZING L EXISTING 1 •` L-
GLAZING o 1 n F Vim"
SEE MIN a w SEE MIN. m 'r?-1' F r '�'y p�
STORM PANEL r"r STORM PANEL ¢ k✓
SEPARATION M o SEPARATION N EXISTING Zw�
FROM GLASS w N
w FROM RATIOS GLAZING SEE MIN.
TABLE 2 In TABLE 2 "z STORM PANEL w w LLF
z In N SEPARATION �' $
.E,a FROM GLASS
TABLE 2 "z H
t E¢
OWALL MOUNT SECTION O OPTIONAL TOP MOUNTING O BUILD-OUT MOUNTSECTION J i R
SCALE:3"=1'-0- SCALE:3"=V-0" SCALE,3"0 V-D" d I"
EXISTING
SEE MIN GLAZING
STORM PANEL In `e;
SEE MIN. _ u~j
SEPARATION -r w GLAZING a s STORM PANEL <CO n 3 b
FROM GLASS Z SEPARATION
TABLE Z ¢m c FROM GLASS TABLE
a a
Ow �5 0
}_(� (LY)MAY BE w❑ a
o o roil a :�ji "-REVERSED u �ay
w= ��- to `
N u MB.'¢, T E a c 3 Z
E IL c 8
w E¢ MB.•ri
..I a !•�" • '1/L"MAX.a CS CONNECTION TYPE CI CONNECTION TYPE '<,:, S
M9_ REFERENCE ANCHOR REFERENCE AN
•� 1LONNECTIONTYPE 1/L MAX' SCHEDULSPACIINGE FOR MAX. SCHEDULSP ACINGE FOR MAX, 1/L_ZO MACHINE BOLT WITH
REFERENCE ANCHOR LOCK NUT(�12"O.C.
SCHEDULE FOR MAX.
EXISTING TING CONCRETE, OPTIONAL ITYP.TOP&BOTTOM)
SPACING HOLLOW CONCRETE BLOCK OR_ CI CONNECTION TYPE LEG DIRECTION
WOOD FRAMING SEE DETAIL%) REFERENCE ANCHOR
OWALL MOUNT SECTION SCHEDULE FOR MAX.
D SCALE:3"=1'-0" O BUILD OUTSECTION SPACING O BUILD-OUT MOUNT SECTION
SCALE:3"=1'-0" SCALE:3"=V-0"
N$
• EXISTING CONCRETE. EXISTING •�
EXISTING kF
HOLLOW CONCRETE GLAZING -
GLAZINGEL •¢ BLOCK OR WOOD W w
N ;�; FRAMING Z¢Jm Y
FASTENER QO 6"O.C.ORS
12'•O.0 ,BUT DO NOT EDGE `• CONNECTIONTYPE aF •• ♦♦(� DIST. '' REFERENCE ANCHOR • K V EXCEED ANCHOR SCHEDULE FOR MAX. SEE MINR ' •�•"�E�� CSCHEDULE SPACING. m O Ease zUSE REMOVABLE ANCHOR E yy SPACING STORM PANEL 1 FO- ♦ , GEIYWITH KEYHOLE WASHERw w 1/L•• SEPARATIONOR ANCHOR WITH WINGNUTZ m ;;G^.•,; :?_`ti �`?0(::'', MAX FROM GLASS ur WASHER.LOCATE FASTENERa a TABLE 2 w . NO.41961IN NARROW PORTION OFa 4 rKEYHOLE WASHER F E' EXISTING y 1.W.Kne:evich
LICONNECTIONTYPEK r GLAZING—
Cl Z n Z
o m li urnx rro.:P[ata5[
REFERENCE ANCHOR r-j a¢ -1
SCHEDULE FOR MAX. ut r
SPACING '"�j?sr:yl °w i , `�'• STATE OF i
m 10 N U Cr w 1/L-'MAX. •�iP'`^.'r %
O a .:: ut SEE MIN. t-I • F �
iF, x STORM PANEL 1 a m L. L. CONNECiIONTYPE �•`rs/pNE1LE��'
�/ m Q SEPARATION w w REFERENCE ANCHOR •♦ •
tia E a FROM GLASS U \\v SCHEDULE FOR MAX. •♦•■■••
TABLE 2 w SPACING /� SMIC: AS NOTED
FLOOR MOUNT SECTION �v-;r _�_�_��7� Drawn by: ARV
E a�>�J11, Date: O4 10/2015
ODIRECT MOUNT SECTION O CEILING MOUNT SECTION J' Thls Item has been electronically signed and sealed by J.W.Knezevich,PE on 8/9/17 �.\`R� i. or KC15 0107
G SCALE:3"=1'-0" FI SCALE:3"=1'-0" using a Digital Signature. Printed copies of(his document are not considered signed
and sealed and the signature must be vedgied on any electronic copies. HURRICANE PROTECTION sheet 3o(E
CL CON NECTIONTYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX. Q m a z Urn
SPACING Ci n a 2"x 5"x 1/8"CONT.
w I- ALUM.STUDDED ANGLE
O E r W/1/4-20 STUDS EE
EXISTING o w @ 12"O.C. 9 N 6 , ZR.t-
EXISTING CONCRETE, GLAZING .~il �o�w'g
HOLLOW CONCRETE OLOCK OR -' �,
W tj E
W000 FRAMING X : w %$ z I SEE MIN. - 1 w= ^a N £
ITYP.TOP AND BOTTON) �� 'a <m STORM PANEL g M U 1r Z..�g U
EMB.;;I ¢F SEPARATION g M 1 w o4",�, x
= FROM GLASS z iYn
TABLE 2 E a V .:;o
-
W _ C4 CONNECTION TYPE
EXISTING w w 1/4"MAX. \ REFERENCE ANCHOR ■r Ld w�� -
GXISTI 1 M SCHEDULE FOR MAX. ZbF
C NNECTION TYPE MIN.
SEE MIN. x.Z � mw\_ SPACING
REFERENCE ANCHOR SPACING
STORM PANEL ESCHEDULE FOR MAX.
SEPARATION E M w
FROM GLASS -'M EXISTING CONCRETE, EXISTING CONCRETE,
TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR
WOOD FRAMING WOOD FRAMING
AK OOOMOUNT SECTION GUILD-OUT SECTIONO OSCALE:3" 1'-0" EL
b d 8F
,,o
1"x 2" w w EXISTING w =8
2"><1.. 0.055"6063-T6 STORM PANEL Z mJ GLAZING
EXISTING CONCRETE, 2 4"x ALUM.TUBE SEPARATION a a OZ m O
HOLLOW CONCRETE BLOCK OR 2°^5" FROM GLA55 1 a r SEE MIN. i~/lq F Nm
WOOD FRAMING EMB b CON NECTION7VPE E r STORM PANEL ww r � 7,.
TABLE 2 ¢ SEPARATION
REFERENCE ANCHOR O w FROM GLA55 �" ? -F •
SCHEDULE FOR MAX. F 4 4 9 Z 7
o SPACING r?`i[1..:•. 4 w= TABLE 2 1 Ea= Q 2&
1/4"
1/4"MAX. w p 4 4 9 uUi MAX.
LTM �' mZ Z
C _ a
1/4-20 S.S.BOLT
Z J w J fl - /J--� :h.� &NUT @)11"O.C. •5
�;•y:r. Q m w M N EM DOUBLE 2"x 5"x 1/8" o
a.F - 1/4"MAX. o i,; CONT.ALUM.ANGLE
EXISTING 1 rCl CONNECTION TYPE CZ CONNECTION TYPE
GLAZIN ¢ EM REFERENCE ANCHOR ww �':I REFERENCE ANCHOR
SEE MIN. 'F b SCHEDULE FOR MAX. SCHEDULE FOR MAX.
STORM PANEL M p SPACING ,•f SPACING
SEPARATION
FROM GLA55 w T 1 x 2"1 .r E
TABLE 2 v 2"::,2,.
..r,i
.M
2" 4" ^0.05S"6063-T6 ALUM.TUBE (' -
z 2".5" 4= ----EXISTING CONCRETE,
Q HOLLOW CONCRETE BLOCK
E O INSIDE MOUNTSECTION
WALL MOUNT SECTION O OR WOOD FRAMING `
0WALL MOUNT SECTION O SCALE.3"=V-0" SCALE:3"=P-0" fe
--- ONE Ill"0.MIN.S"LONG o
SCALE.3" 1'-0" WOOD ROOF TRUSS
TWO 1/4"0x MIN.4"LONG STAINLESS STEEL THREE 1/4"•Dx MIN.4" OFF MEMBER WOOD LAG SCREWS m y
WOOD LAG SCREWS Lm 24"O.C.MAX.WITH LONG WOOD LAG SCREWS 1-1/2'1-1/2'• @ 24"O.C.MAX.WITH
EXISTING 1-3/4'MIN,EMBEDMENT INTO EXISTING STUDS @ 24"O.C.MAX.WITH 1-3/4" EXISTING STUCCO 2-1/2"EMBEDMENT
WODD FRAMING INTO WOOD MEMBER
1"x 4"x 1/e"x CONT.ALUM. EMBEDMENT INTO WOOD z/ E❑ _
MEMBER FINISH OR PLYW00❑
1/2" TUBE WOOD ROOF TRUSS SOFFIT L A TWO 1/4"0x MIN.4"LONG
•'^ rYP `' 814 x 3/4" 1_1/2"1-1/2" OR FRAMING MEMBER a I III i wooD LAG SCREWS
•■ ■ __ '
y: '� TEK SCREW HALL SE PERPENDICULAR EXISTING -
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d EMBED. w
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yr xr EXISTING STUCCO 1/4" ♦ '+• .
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,w; 7_N I II III SOFFIT 1'.4"OR I"x 6" --- ------ - '■ NO
w Q a 1/4'• 062"CONT.ALUM. LL ■ nezeYich
O ¢ 3 :1 z vi rrdaamel E
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., n�!,. p
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'• " ¢ TE SCREW M ry • t
O w 1 12"D.C. mm r -0'I •
Lr- 1 N j 3 1t14x 3/4" v; SEE MIN.STORM 'L BETWEEN "O o • '01, STATE OF !(¢•
EMBEDMENT '+" W o 2"x 5"x 1/8" TEK SCREW a z M GLAPANESSSTA6 LE 2M I TRUSSES 'i x O • Q`1 A' •%2V
.�, .;• = x CONT.ALUM. @ 12"O.C. a �E¢ RID
ANGLE OR 4" BETWEEN mM ry O ♦♦(C3+S." �j*_
♦ f
x 1/4"x CONT. TRUSSES r.O r' • OI JAILE •
z ALUM.FLAT—
. EXISTING m 1 'X •�a
GLAZING E a EE MIN.STORM x Q O BUILD-DOWN SECTION r �� AS NOTED
_I N EXISTING PANEL SEP.FRO E E a R r' DfaWR b ARV
SEE MIN.STORM PANEL GLAZING GLASSTABLE 2 O SCALE.3"=1'-0" e
wag
Date:04/10/2015
SEPARATION FROM GLASS This Item has been elBCtmnICBIIy Signed and Seeled by J.W.KneZBVich,PE on 8/9/17 S Mtn °i"e'^
TABLE 2 CEILING MOUNT SECTION �,, �p
OBUILD-OUT SECTION ® using a Digital Signature. Printed copies of this document are not considered signed O KC15-0107
P SCALEi 3"-1'-0" SCALE.3"m 1'-0" and sealed and the signature must brie erifiied on any electronic copies. g HURRICANE PROTECTION sheet Obi e
OCK SYSTEM IN PLACE USEO6 OR(qWITH xx.Jmaoa'S
WITH A THUMB SCREWmoo"
GLASS OR 'OR TRUSS HEAD BOLT. MACHINE SCREW J?c B=
DOOR SEE MIN. w w _ Qa
WITH.675"x 67S" $~ 5
1 z:m --4.` 1 x.125"SQUARE ��v7v��8$ 5
STORM PANEL a.H '+�' "� SCREW HEAD / N�Z"`A.¢iY
SEPARATION L I 9 W OU 1.
L y
FROM GLASS w 6 6. NYLON BUSHING x\76 O'O�r 8
TABLE 2 O w 1/4-20 x 3/L" o OR i/4-20 S:S.NUT ITYP.) _'�. o
,1
MACHINES CREW Q 'u�
w - - WITH.675"x,675" m�� 1
.. ETAILL wV a.-_ x.1Z5'•SQUARE
N SCREW HEAD7 In z:F NzVF
Q In � 1
z ` 5/16'•LD.AND y
E as � '.cw 1/2"OR. LOO �-
w M - BUSHMINIMUM NYLON l�tUt g
y BUSHING OR NIZEU)
' d •' 1/16 NUT(GALVANIZED)
Cl CONNECTION TYPE MIN. W
MB REFERENCE ANCHOR $
SCHEDULE FOR MAX. O C-TRACK BLOW UP
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HOLLOW CONCRETE BLOCK OR C-TRACKASSEMBLV
WOOD FRAMING (ISOMETRIC VIEW) FINAL w -�
Sl C-TRACK ASSEMBLY-INSIDE MOUNT NOTE:USEOF DETAIL SHALL BE IN CONJ UNCTION WITH AN 53 N.TS LOCATION �
SCALE:3"=1'-0'• "h"HEADER OR"U"HEADER TOP MOUNT OF STUD _
b•x
SHUTTER OVERLAP SHALL BE o"y?
A MINIMUM OF 1.5 TIMES THE FASTENER 1 12"O.C.FOR DESIGN LOADS o a3 A
SIDE CLEARANCE BETWEEN LESS THAN OR EQUAL TO 110 P.S.F.L Cal z�
THE SHUTTER AND WALL a"O.0 FOR DESIGN LOADS GREATER w'
THAN 110 P.S.F.ISEE ANCHOR SCHEDULE' 3�
IMAX. 1/4" POR ANY ACCEPTABLE ANCHOR)
MAX. 1/4"MAX. o v
1/4" ••MAX
MAX. 1 4LLIM.ANGLE 1 ASTENER(m 1Z"O.C.FOR i
UILO-DVT CLOSURE PIECE DESIGN LOADS LESS THAN OR =
DISTANCE 1"x 2"x 0.125"MIN.TO EQUAL TO 11D P.S.F 6 Cn1 e••0 C I ALUM.ANGLE - -
2"z 5"x 0.125"MAX. FOR DESIGN LOADS GREATER
EXISTING CONCRETE. - CLOSURE PIECE
THAN 110 P.S.F.(SEE ANCHOR
.HOLLOW CONCRETE BLOCK � a 1"x 2"x 0.125"MIN.TO
OR WOOD FRAMING. EXISTING CONCRETE, w SCHED FOR ANY ACCEPTABLE
HOLLOW CONCRETE BLOCK, m ANCHOR( Z"x 5"x 0.125"MAX. EXISTING CONCRETE,
OR WOOD FRAMING SEE ^MIN w OR CONCRETE BLOCK
ANCHOR SCHED.BASED OR WOOD FRAMING.SEE
ON TYPE OF STRUC. ANCHOR SCHED.BASED
ON TYPE OF STRUCTURE m�
WALL MOUNT CLOSURE DETAIL BUILD-OUT MOUNT CLOSURE DETAIL OTRAP MOUNT CLOSURE DETAIL o 5
@11/2SCALE,1-t/2' .1'-0' SCALE:1-1/T'=V-1)"SCALE 1-1/2"=1'-0"
D= C
ISE •
0 . NEZt 4
19
EE 55 v-- BAY WINDOW •♦ • ....._...., -.
W11NDT�WG Ciy•
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6 evich
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1 (al 24"O.C.ITYP.J (a 0 7t' 'k f�prr
&BOLT&WINGNUT iiuons.H.:n areal
LB 24"D.C.ITYP.I 20 GAGE STEEL 1••OVERLAP j-d%
ZO GAGE STEEL OR x1.2 Tx 1/8'• • jS• STATE OF �t
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FIX
2"x Z-z 1/8" 1 BENT PLATE 4" 0*�`�`I'loRlot
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ANGLE 1"OVERLAP - •• �ONAL'� ♦•
1 CORNER CLOSURE DETAIL 00......
@S
3 Scale: AS NOTED
MA4" sC ect 1-1/2' V-D" 7 Drawn by: ARV
X. This dem has been e�ectronlcally sgned and sealed by t/
J.W.Knezevich,PE on 819/17 using a Digital Signature. p�yy��T Date:04/10/2015
QCORNER CLOSURE DETAIL Q CORNER CLOSURE DETAIL c� 1.•�y ,f�,•ppro.
SCALE.1-1/Z-=V-D' scALE:1-vz =r-o Printed copies of this document are not considered signed �� t�E9J1 15"0107
and sealed and the si nature must be veriliied on an a ectronic co las, HUfiRIG1NE PRCrTECTION KCsheet Sof e
5"LONG HANDLE
RIVETED TO PANEL
' CI CONNECTION TYPE �Q -Ills
REFERENCE ANCHOR T-2.. r'' '
SCHEDULE FOR MAX. �■■ ova
SPACING1" 3/8"m HOLE FOR
7 FASTENING PANEL > ,
PUNCH 1/Z"x 1"HOLES IN ----- Zg
ANCHOR SCHEDULE ADJACENT PANELS TO RECEIVE ;:Ti W-1 E'1^-u
FASTENERMAXIMIIM SPACINGDPANEL OVER EACH ADJAC
NCHES)RECIURED FOR VARIOUS DESIGN LOADS AND SPANS THIS BOLT W/PM NUT PLACE `r 1� ^�On rSy
ENT
PANEL AND FASTEN WINGNUTS 0"
O MAX 9MN9 UP TO SPA N6 tF'TO SPANS UP 70 FROM THE INSIDEqNE
�fND. W
LOAD y-O" a',0" 12••0• �i
ANCHORTYPE (Psr) etc
SEE (SEENOTEI) (SEEHOTEI) (SEENOTEI) OTYP. \\\ EXISTING HOLLOW � O m
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W (SEENOTE3) (SEENDTE3) (Sff NOTE31 (MAX.PANEL HEIGHT=T.4"&MAX.DESIGN LOAD 72-00 PS.F4 _Z u
IN 0.76"Edge Distance
1/1-20.1"MACHQ INTERIOR FASTENING ANGLE ASSEMBLY ® 8�
Ct C2 q CA C5 C1 C2 C3 GCS C1 C2 C31041 CS SCREW STUD WITSCALE,1-1/2"=1'-0"
Oso 16 10 Is 11 9 16 14 9 0 5 16 11 7 J33
WASHEREO WING
_ 12"O.C.(CONNECT
02.0 10 16 13 8 7 16 11 7 4 4 16 0 5 TO ADJACENT PADETAILS V &Lvy NOTE. W g
T T80 18 16 +0 7 6 1G 8 6 4 3 16 B 5 ' THESE DETAILS DEPICT THE < Mm
1/4" NG SCREW OR 90.0 19 t4 D 6 5 16 8 5 3 3 16 a 6 ��. VVV"' CONNECTION OF THE LAST PANEL OLMIN l.7S Ft?-EIIITIOJ t2U0 16 l0 6 4 3 16 0 5 3 3 10 6 5 TED FOR AN OPENING WITH PANELS �BC LTa INSTALLEDFROM INSIDE.USE a"x CONT. 2-1/2"x 1-1/A" OF THESE DETAILS SHALL BE IN0.76"Edge Distance GLE WIDE NOTCHES CONJUNCTION WITH AN"h" F
OIr
" ,.W C1 C2 q G LS Cf q q G CS CI C2 q G CS T) ITYP.BOTH SIDES) HEADER OR"U"HEADER TOP MOUNT. Z480 16 16 11 R 7 18 8 6 5 4 16 7 4 3 3.0t6 13 6 7 s 15 7 4 4 3 11 5 3 3 a'tr OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC)TG.O I6 It 7 5 4 12 0 3 3 j1 11 5 7 }�': N.T.S.I/4'0LAG SCREW OR I-WIGEt BOLT00.0 18 0 6 5 4 11 5 3 >:;'i I7 6 3 [tgip,INA F THG= 12 120.0 14 7 3 3 ++ 5 3 '1J 1+ 5 3 i.c ANCHOR SCHEDULE o
0.76"Edge Distance lNDICIi NOTES:
yy FA6TENE R MAXIMUM SPACING(INCHES)REC"RED FOR VARIOUS DESIGN LOADS AND SPANS p
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C1 C2 C3 C4 C5 CI C2 C3 C4 CES C7 C2 q GCS SEE SHEET B FOR ANCHO;NOTES. c 8
19.0 18 8 6 '' 9 4 r y� 7 3 y, f"} '!! j MAX
62.0 13 6 4 �* 7 3 .'(, 5 `"' LOAD:SPANS LP TO SPANS IJPro SPAS LPTO
7/16"Q ORASSWOOD ` - v AIJI}IORTYPE (NS) 5'•0'3lA-BNiW 7/B"E18Ev7 7G.0 10 5 3 " G .Iv 19; 5 qw .: F (SEE HOTEII (eff NOTE 1) (6FEt10TE 1)
INWOCDWrtHG•0•SS 90.0 9 4 nlve p 5 f:::,_�{k4fa^°,iii 5 t Hlfl,. Cn NOTE1 �'t`EUTK)NTYFE WMH.TIONTYFL- WN.�TDNTYFE
120.0 a 3 14u.." a 5 r !I%;731` 0 F"". _ Ext (Sff NOTE3) (SEENOTE3) (SEE NOTE3)
D 0.76"Edge Distance 2"Edge Distance
W CI C2 C3G 05 CI C2 C3 C4C5 C7 C2 C3 C4C5 0--, 11\��" W CI C2 C3 C4 C5 Ci C2 C3 G C5 Cf C2 C3 G CS N fr
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IS
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r _ _
p12STAINLESS VEWASTEEL >
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11.4"OELCOPANELWTEFROCR O AWICRIMTW/Y ."^.
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IN 0.76"Edge Distance Vu 2.5"Edge Distance •*•�•KNUt7V"
uuman6atnnu* CI 02 q G C5 CI C2 q G CS C1 C2 q G CS . .._...... Ct C2 C3 C4 C5 Cf C2 q GCS C1 C2 q G(N ` cEryS •(`•� v
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W WITHG=0.55 120.0 11 5 3 8 5 9 9 E+9 7 4 8 4 .y1.• T 4 •'O! �°
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• 0',•4 0
$�ttmUMM11t" W c1 C2 C3C4C5 Ct ci q G GS ct ct q G cs ••X0,. I O R IO?
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• •r■■■ •
814WOODSCREWOR Ta.o 16 7 4 6 4 8 4 r 3 ;,� 7 3 L'm+,;i;! This item has been electronically signed and sealed by Qd�� Scale: ASNoTED
111410345 900 12 6 3 5 3 7 a s 7 3 d ts J.W.Knezevich,PE on 8/9/17 using a Digita(Slgnalure. '`d'!.5 Drawn b: ARV
wNW I.S'E7"EEDM iz00 s 4 �Lw�. 3 . 7 3 e114 7 3 In, Date:04/10/2015
WITHG=0.42 >. • AidPrinted copies of this document are not considered "signed and sealed and the signature must be ��' KC15-0107
verifiled on any electronic copies. HuaRlcnrIEPROTEcnoN sheet6of 8
Ila
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ANCHOR SCHEDULE ANCHOR SCHEDULE W ago'
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•Tj MAX SPANSUPTO SPANSLIPTO SPANSIIPTO SPANSUPTO SPANSUPTO SPANSUPTO W zX.
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IO ANCHORTYPE (PSF) N ANCHOR TYPE (P.Fl S'-P e'-0' 12'-0" ,FM,7Ly�T!��
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SROLIM4"EAL TOA 10 13 B 74 11 IS 7 4 0 0 14 e d 7 5 1e 10 10 1B 10 18 B 5 13 B iR B 6 12 0
aw,NSW/I.75°f345f3) 900 16 f1 7 12 9 14 0 -0 7 5 14 8 4 7 5 16 14 9 18 14 16 B S 12 8 IB 6 ! 12 0 I/40ELCOPMEMITEPROOi 78.0 10 1B 10 1B 12 18 9 5 10 7 IB 8 5 9 9 C'
P!3 KSI ITY401ETE _ FE34AlE ID WI5TMOARD FIVi94
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CI Q p G C5 C1
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78.0 I6 I3 g 1J It 16 7 5 7 B 14 6 4 8 6 10 14 0 18 18 IB B 5 13 B 14 7 4 12 8
IN'2V COMPETE I1125TNtlL3S SEEa S•LS 78.0 IO 14-9 16 ITS 7 5 B 9 14 7 4 B 5 9p
900 f0 I1 7 11 9 14 0 4 0 5 14 8 d 8 6 18 f2 7 18 13 IA 7 4 12 B 14 7 4 11 B W/ETENILL IP"INSERT 90.0 1B 12'7 15 9 14 7 4 8 5 14 7 4 0 5 Ip <
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$ W 20"Edge Distance 4
W CI C2 C1 G CS Cl Q p G G C1 Q p G C5 Cl Is p G GCI 14 p G fD Cl C2 7 G G ± W
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ar 48.0 f0 16 IO 10 10 10 15 9 I6 11 10 11 7 12 B
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= n12 s7attEss sI035Ms 700 IB 18 11 Ifi 17 iB 0 B 10 7 16 B 5 9 8
1/420 STANLM STEEL 980 18 8 5 8 6 10 4 7 4 !1!!14 J 4 3 18 13 9 IB 12 IB 8 5 12 7 IB 8 6 12 7 U W/2.15 EYEWALL APht71
30-7W/7 B'H® EC'BtTW/2.5°�liY 000 10 14 B i5 10 10 8 9 8 0 10 8 6 9 0
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IN f"Edge Distance 2.S'Edge Distance 1.5"Ed a Distance -
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0 B B a B 4. O 16 10 8 70 17 d 11 7 11 5 ' B 5 10 10 10 7B18 1U 14 8 d 12 7 .N$
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tl IV�"'I 48.0 10 i6 13 18 18 18 11 7 16 12 19 8 5 13 9 o�a
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4"0PO COATING POWERS TAPPER
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70.0 10 12 9 10 14 1d 7 4 11 7 13 0 4 t0 0
W 1,75°EMBED 1.W.Knezevich
IN3 KSI CONCRETE 900 16 10 6 16 11 f3 B 4 10 6 1J 0 4 10 B Rotevlo,a EV-,
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Ml7-DRIJOIFS:
SEE SHEET BFORAt1CHORNOTES. "COV107
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HURRICANE PROTECTION
ANCHOR SCHEDULE ANCHOR SCHEDULE
FABTefeR MAXIMUM SPACING IINCHM)REQUIRai FOR VAMOLM VE41CNLOAM AN08PANS FASTMER MAXIMUM SPACING I NCHM)NEXUREDFOR VAMOUS EMIGNCOAOS AFDSPANS
IsMAX ryX
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NO KR NOTES:
1. SPANS AND LOADS SHOWN 14ERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE SHUTTER SPANS FOR SPECIFIC
LOADS MUST RE LIMITED TO THOSE SHOWN IN TABLE 1 ON SHEET 2.
21 AN EFF£CTiVEWINOAREA OF IO SUL FT.SHALL BE USED FOR DETERMINING WIND LOADS FORANCHORS.
3. ENTER ANCI 10A SCHEDULE BASED ON TI IE EXISTING STRUCTURE MATERIAL,ANCHOR TYPE,AND EDGE DISTANCE SELECT DESIGN m'n
LOAD GREATER THAN OA EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO a
SHUTTER SPAN.
4. SEEMOUNTNGSECTIONDETAILS FOR @ENTIFICAT)DNOFCONNECTIONTYPE 'y'
S. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C90 HOLLOW CONCRETE DLO[N,GROUTED MASONRY,OR WOOD fAAMiNG.
Y
REFERENCE ANCHOR SCHEDULE FOR PBOPERANCHOR TYPE BASED ON TYPE OF EABTING STRUCTURE
5
6. ANCIOASSIGitt REINSTALLED INA[COADANCEWRIi MANUFACTURERS'RECOMMENDATIONS,
�eTt-!}
7. MINIMUM EMBIDMENTAND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 4". CCN EZP� �� f
R. WI4ERE EXISTING SIRUCTUREIS POST-TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND
CoOAOINATEANCHORAGESU[IITIAT CABLES DAM GED. '1.,f���GE NSF•.,C + ' "r�5.
9. WHEREEXISTINGSTRUCTIMES WOOD FRAMING,WOOD FRAMING CONDRIONSVARY.HELD VERIFY THATFASTERERS ARE INFO % N0.41961 , �"
ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FDA SIDE CLOSURE r J
PIECES I.W.Kne
10.WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROSV FACE OF STUD FRAMING,FASTENER S9zevtch
A{t BE LOCATED ]Z 7A' ; T} ,p rI!nroro zeVi e
CENTER OF NOMINAL 2"X4'(MIN.WOOD STUD.34'EDGE DISTANCEG ACCEPTAOLEFORWORDFRAMING.WOOD STUD M IE�sma No.:P[+lal
SHAtt}UtVEAMIN DENSLTYhS NOVOINhKCHORSC>{EDU(£.SCREWS$HALIiIAVE PHItOpS PANHEA0 ORHEXHFAD. '• STATE OF t'�►
11.MACHINE SCREWS$HALL HAVE MINIMUM OF I/2'ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN �.••• F l' h
HEAD,TRUSSIIEAD,ORWAFERHEAD(SIDEWAtY BOLFLU.O.fL • OX•F �
♦ OR1D.•. ♦ t
12.�]«DESIGNATES ANCHOR CONDRIDNSTHATAAE NOT ACCEPTABLE USES, : `r-� „„•••••.... .
13.•DESIGNATESANCHORS THATAAE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASNERED WINGNUT, •� 0NAL sM
14,NO ED IN
ANCHOR
SORS511All RE INSTALLED IN UNCAACXEDCONCAFTE ONLY WHIIAMINISfUM CONCRETE STRENGTH AS This item has been electronically signed and sealed by AtR
Scale: AS NOTEDNLL COIN ANCHOR RORSSCUEHAULE J•W.Knezevich,PE on 819117 using a Digital Signature, r' -
15.WIZEN ANCHORINGTOCONCRETE BLOCK SDS AND IMPACT DRILLS SHALL NOT BE USED TO DRILL INTO BLOCK DA TO INSTALL Drawnb ARV W ry DAle:0410/2015coNrnETESEREws. Printed copies of this document are notconsidered t� ,N-
signed and sealed and the signature must be ��g �" KC15.0107
velifiied on any electronic copies. HURRtCAHE PROTE
or
Sheet s of a