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PVero Beech,FL 32960-5772 I n.�A L
(772)569-2200 1-800.741.2202
520.3 -beei?unhr.
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Product Approval
7L�}�� USER:Public User
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Product Annroval Menu>Product or Anniication Search>Application List>Application Detail
FL# FL6417-R5
=r
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Transparent Protection Systems,Inc.
Address/Phone/Email 633 Dunksferry Road
Bensalem,PA 19020
(215)638-0800 Ext 203
craig.hampton@polymerindustries.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative
Address/Phone/Email
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 Frank L.Bennardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Troy Bishop,P.E.
O Validation Checklist-Hardcopy Received
Certificate of Independence FL6417 R5 COI IndeD.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D635 1998
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2002
ASTM E1996 2005
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL6417 R5 Eauiv Eauiv.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/14/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
6417.1 ClearGuard Non-HVHZ Panels ClearGuard Polycarbonate Storm Panels(Non-HVHZ Product)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL6417 R5-T1 Dwa.Ddf
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:See engineering drawings for design limitations FI.6417 RS AE Eval.odf
(allowable spans,mounting conditions,anchor options,etc.) Created by Independent Third Party:Yes
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 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 mail.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 emalls 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:
,E 99®MR-WR0
Credit Card
Safe
y
l
' A FRANK L: BENNARDO, P.� INC. INNOVATION
------------
, ., EXP.RESS"
5/12/2015
Florida Department of Business and Professional Regulation
1940 North Monroe Street
Tallahassee,FL 32399
Regarding: Transparent Protection Systems,Inc.
ClearGuard Polycarbonate Storm Panels (Non-HVHZ)
Project#15-2494
To Whom It May Concern:
Please be advised that the below-signed engineer does not have nor will acquire a
financial interest in the company manufacturing or distributing the product(s) for which an
evaluation report or validation certification has been prepared, as referenced above. This
engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above
and does not have any financial interest in any other entity involved in the approval process of
the above-noted product(s).
Respectfully,
Is i
46549
Frank L. Bennardo,P.
Frank L.Bennardo,P. ' , ��R�pP•�\��`\`�
FL PE 0046549 �i+'i� /QNAL
1E�`�����a
Cert of Auth#9885
I
_ 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-35-4-0443
I
I '
l A`AAAnuIttT^,�
rL BE
0046549
CARBONATE STORM PANELS (Non-HVHZ)
POLY
N.L 1 j D _ 5549 �0
'FJ W7W �N - �8' 0 01
GENERAL NOTES:
f-2.50"-t 0.100- t-2.50' f--'2.50'--f 1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE
TYP 0.100" IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF S •'�'�"''
1.00" 3/e" TYP THE FLORIDA BUILDING CODE SIXTH EDITION 2017 AND THE �/ �
P MiN T o 3J8'MIN ( ) , _G
tl't ri •f 3+ yp �f 1" O f INTERNATIONAL BUILDING/RESIDENTIAL CODE PER ASTM STANDARDS E330, b 11 t1 W A
ry' �• ry o, t t1"'�/N ri 'S�• t 1'� E1886,&E1996. PANELS ARE APPROVED FOR USE IN FLORIDA OUTSIDE THE Q u , '"u
y yam- HIGH VELOCITY HURRICANE ZONE,OR THROUGHOUT OTHER AREAS W(� y0•.,
GOVERNED BY THE IBC/1RC. W u�
}---12'(MIN)TO 13+(MAX)PANEL COVERAGE COVERAGE 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE ZW Dw= yam o F ,
3/16'MAX TOTAL PANEL WIDTH 8 3/4"M DESIGN OF THIS PRODUCT. tQ Q 4:2.,5LL I
MOUNT WITH 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE CJ g ul - '
MOUNT WITH HALF PANEL PROFILE ASTENERS o WITHTHISSYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC Z' g=12 W--.�5
FULL PANEL PROFILE FASTENERS RSTUDS `? BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC MN01zwO
` 1 OR STUDS AT PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7.10 W 0,w-
\�3"_1••0" (SEE GEN NOTE 7) 2 3. AT 6-1/2" Eli 13'O.C.MAX 1'-O' (SEE GEN NOTE 7) O.C.MAX AND CHAPTER HE OFTHEFLORIDA BUILDING CODE SMALL BE LESS THAN J�/� ?.LL G I Z i
OR EQUAL T THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY ��,�j� r ww
' VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. (117/i/j!i/sDlr//y w •• � �
rSTUD AND/OR LEG DIRECTION 2.000" 4)DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED �o 13 W
MAY BE REVERSED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
\\ 0.313" 0.563' 0.500" 3.375' S)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
0.375 0.380"t--t 0.665" .125" INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM
A 0.0.68 0.285 THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
3 -0.668" 0.275' ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN
i 'oo CONJUNCTION WITH THIS DOCUMENT.
0.090" 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND I, h
c 0.125' �? N TYP 0.650' 0.320" a CLOSURE SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND .,
TYP 0.092"TYP SHALL BE VERIFIED BY OTHERS. ' t:
2.000--} O..009S. ANGLE 7)CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,&DOUBLE-WIDE)
1 -1� BUILDOUTP 7
6"_1'•0• MAY VARY IN"COVERAGE"WIDTH UP TOTHE RESPECTIVE MAXIMA SHOWN y U O= 1
' HEREIN,PROVIDED THATTHE PANEL PROFILE HEIGHT BE MAINTAINED.
REVERS`E I I t t PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM $v o
G I 1 F TRACK F TRACK SPACING SHOWN FOR EACH PROFILE. N N o o w a
3 STUD ANGLE 4 F ANGLE 5 6'_V-D" 6 6"_1'-D• TRANSPARENTPROALL OitcTION SYSTEMS SHALL
cEMANUFACTURED BY & a Z F_a
1'-0" 6"_1'-0" 0 11.096' 9)THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARBONATE Ie y_d o o
2.250--tPANELS ONLY.ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH •"� "fi�rn'+Wo 4
0.875•1THICKNESS t=0.100'(30.010")AND SHALL BE MANUFACTURED FROM 100% 5 '
00.35' p,Ogg• SYNTHETIC THERMOPLASTIC POLYMER RESIN(UV STABILIZED).TYPICAL O�51 s c��d
T SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy-8.908 KSI, u
}- 0.099• In FLEXURAL STRENGTH Fhy-12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI. .2 g
I WIDTH UNLIMITED n a m o 30)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O. s
�+ ,�.-, 2.000' 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE
Q
•
TOP MOUNT MOUNTING
(CONN AS REQ'D) SECTIONS n 0.067 LABEL PER PANEL CONTAINING THE FOLLOWING: 0 o
` w
� o "
TRANSPARENT PROTECTION MS,INC.
•,._-::__ BENSAL.EM,PENNSYLVANIA
----•••••• -°•' --•- - 00.60" ASTM E330,E1886&E1996
0.067 O
t PRODUCT APPROVAL NUMBER
KEYHOL WASHERED 12)STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM ,
t t SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE
WASHE WINGNUT H HEADER CONSTRUCTION TESTINGCORPORATION(CTCOFMIAMI,FL)TESTREPORTS
8 6'=1'-0' 9 6•.V-0• 10 004.009-FE-ASTM&t04-009-LE-ASTM,As WELL AS HURRICANE TEST ULB K
Z.. 6"_LIMA (HTC OF RIVIERA BEACH,FL)TEST REPORTS$0239.0107-05,00239.1013-07, C
a PLAN '--` WIDTH UNLIMITED 00239.0312-06,$0239-0110.07&$0239.0833.06.
w I VIEWS 13)TOP&BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD y°0tl
TOP MORS REQ'D ) SECTIONG CONDITIONS DICTATE.PANELS MAY BE MOUNTED VERTICALLY OR 63
�j I HORIZONTALLY AS APPLICABLE
i z � / 0.23• \\ 14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY
MOUNTING CONDITION.HOLES MAY BE FIELD DRILLED AT 03/8•(OR 05/8• Z3 d yY
59" \ WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE WASHERED WINGNUTS Ig
S w I �i SHALL HAVE 0.865•MINIMUM WASHER DIAMETER.
A w I 15)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED E
E , n -r J W STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF
60167I.
)THE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TO .q"4
ALLOW THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING. L�L��gyaa@
RESULTS MAY VARY ACCORDING TO INSTALLATION,END-USER,AND ' p it gIe i
TRAINING,ETC. ENGINEERING EXPRESS AND TRANSPARENT PROTECTION
SYSTEMS DO NOT ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATED0°RRwxL PE
---•;•••-••-- .-•-.. - \
:Rus WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. 15-2494 i L
E�
BOTTOM MOUNT •,-� \ / PACREM-
(CONN �L
•� AS RE(TD) ---- L� i/ __ _ __ --• *NOTE:FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR PACE oescuvnoN,i
' U-HEADER SHALL BE CUT INTO 6'MINIMUM ADJACENT SEGMENTS.EACH
1 TYPICAL ELEVATION Z BOTTOM MOUNT SEGMENT SHALL HAVE ANCHORS SPACED PERTHE ANCHOR SCHEDULE,
KEYHOLE DETAIL (CONN AS REQ'O) WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE °` j
1 N.T.S. 1 N.T.S. ALT:FIELD DRILL 03/8" ALT. ARCH TOP* 1-1/2"MIN FROM ENDS OF EACH SEGMENTAND SPACED 3'MINIMUM 7
FROM ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE
HOLE(OR OS/8"HOLE N.T•S. A MINIMUM OF(1)STUD PER SEGMENT'FASTENED TO THE STORM PANEL
W/KEYHOLE WASHER) 1 STUDS SHALL BE LOCATED 2'MINIMUM FROM ENDS OF EACH SEGMENT.
)
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2 000• 2 000" 11
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2.50"� t-2.50--t }-2.50• t-2.50" t
1.000• Na PEO g J. �/-0
1.00• o l.00• ti o.loo• o _ �___
�� �1•� ry�T j. \��• �1-� T \�yO. �1•� ryhoT ��SOs 11 I .y�T ��TO. 11.y 1.199' n �-0
1 Y y y I 1.500- O••. STATE OF r4 .
1.003' i .c
24' MIN TO 26• MAX PANEL COVERAGE- I R .moi x I.
( ) ( ) 12.000' �� CORIOA.•' \
28 1/4"MA%TOTAL PANEL WIDTH19
94'
TM n MOUNT WITH '�sNAL EN w m
1�r CLEARMAX DOUBLE-WIDE PANEL PROFILE FA�NERSH n ALT. FULL PANEL PROFILE FASTENERS ''I11111111`� WLU tt';^g"yP
11 3• V-0' iG OR STUDS AT W O •S F
(SEE GEN NOTE 6) OR STUDS AT N.T.S. (SEE GEN NOTE 6) Z w U•'gx'S
13"O.C.MAX 33'O.G MAX Q =uLL •+
Z = o
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W M J n
V It• I 0.62S" rz
' 1/4-20 M W W
I �3.000'MAX.-} 0.500• fi'DO.C.4' %00
0.198''
a 0.093'TYP. MAXIMUM PANEL MAXIMUM PANEL
0.125" I I 0.280" 0.720" L SPAN SCHEDULE SPAN SCHEDULE
0.145 0.38T }.2,000•-4 (POSITIVE CONN.) (W/ "H" HEADER)
ALTERNATE ALTERNATE MAX 140
13 B.O. F TRACK 14 STUD ANGLE MAX Loao SPAN LOAD SPAN J- =
6'-1'-0' q 4-0
W O
6" 1'•0• S R LD50 (ft) >0
i �P ) 17.3 8'-7" a o_
.b 38 12'_0" 24.2 7'-9" ti a d m o Pd I
0.093' 34.6 7'-0" m w
LLL...1110.374• 40 11'-5" 5
6i 1/4-20 MACHINE I I 41.6 6'•0"
SCREW STUD X I I 45 10'-1" 55.4 5'-0" J w F
3/4•@ 6'O.G $0 9'-1" 104 4'-0" �' -S ,
o 55 8'-s" MAXIMUM PANELa
0 4°O
- 295 � 60 7'-7" � o
SPAN SCHEDULE
0.093' � 6$ 7'-0" '
I 70 6'-7" ( NUD HE ) LL
r :...:...::.::: ---1- 75 6'-1..
2+ MAXDESIGN
80 $'-9" MAX SSURES i
SPAN PO NEGATIVE
STUDDED ANGLE ,�'F' TRACK ANGLE loo 4,_7„ (R) (D6o LD50
1 J 6-a V-0, L V 6•-1.-0. 110 4-2" 6'-3"
EE S'- 48 eg
( y 2.741' 120 3-10 4-4" 78 BD 0 1i0 a ea
2.368' �
0.094" 2.250' 0.059' rr gg g
i x0.094' Su'ddG7T:,') �Y I
MAXIMUM SPAN
r 2.189'�
0.843+ SCHEDULE NOTES:
- 'n k'9.+'
SPANS SHOWN IN• SPAN SCHEDULES'ARE MAXIMUM + I;
` N n 0.094+ /-� ('I /1 MSHELL COVER A CH RESPECTIVE DESIGN PRESSURE. '
1° 1 U- 2.THE<POSITNE CONNECTION>SPAN SCHEDULE MAY SE USED gg g}d
N.T.S. 6063-Tfi TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED 6 ra s 8 9p
USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A xmaON0u9 L6gPw9ppE
j •••111••• 2.735" INCLUDE AN N EOR% I.e.ALLL•INSTALLATIONS WHICH DO NOT
2.125" 0.093• 15-2494
00' 3.THE<WITH'H•HEADER>SPAN SCHEDULE SHALL BE USED FOR Sra�E _
1/4-20
A4 TiE<WIITTHO US HEADER?SPAN SACHEDU SNALL BE USED FOR PAGE DXs PTIONv
STUD X 3/4" ALL INSTALLATIONS WHICH IN DE
A'U'HEADER I
5 TABLES ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR
U-HEADER ULHEADER @6"O.C. VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULARTO LINE na 11
OF ANCHORAGE.
CLAMSHELL TRACK
16 N.T.S. 6063•T6 17 N.T.S. fi063•T6 19 N.T.S. 6063-TG
I.
I r r
r
KLBENNARDO.P.E.
L••B %1,41541CONN TYPE Cl: EXISTING HOST STRUCTURE EXIS77N HOSTSTRUCTURE EXISTING HOST STRUCTUREDIRECT MOUNTCONN TYPE C1: CONN TYPE C3: CONN TYPE C2
W/REMOVABLE ANCHOR PER ANCHOR PER ANCHOR PER ` NO Pri��x/20
I ANCHOR PER ANCHOR SCHED ANCHOR SCHED ANCHOR SCHED EO 4654
1 ANCHOR SCHED EMBED -
r r EMBED EMBED 1 2"MAX �' L14 16°POR OP 1/2-MAX
{ / 1- 'h
i I Lw7 ti EM 13 RD.C.MAXAo°� ���•'. kl� o N
w o W p 1 2 w w w p T S7' $OF '•r a =
W Il p —� 10 z � 'F••AIOA•,.�' uT r. sm
m uj --$,',
1 1 6 1/4-20 wu2 7 3 ' NAL E `-' ai
ur LEG OR EXISTING x 3/4" -� EXISTING I 2 II n / N _ ✓'
i 2 w STUD DER GLAZING STUDS zw 1/4.20x3/4" p GLAZING w !!!Ill 111111) -W7�
TNI 11 MAY BE AT 13" i� STUDS AT 33° MINIMUM w lti H Z Q w w V X Z
! S PER ERSED MINIMUM a O.C.MAX m SEPAR PER 1 4-20 x z m ��
CHED FO R J—SEPAR PER O.C. MINIMUM W SCHED / a 4 gag H"
MOU S E MAX f wa 3/4' JW( m H. 'i;
EXISTING 1/4-20-1 20 4 SEPAR PER LEG B/OR IR S U Z OL
w z MAY 3E D E g ary0 w�
GLAZING x3/4" �E Q MAX F]OSTING d FOR INTER 13" { w 0, W.^�Qz .
a y MOUNT? O.C.MAX
{� AT 13' —r GLAZING 1 / 3 W 1.2
�..�
w 3 O.C. CONNTYPECS: z / w
c c MAX O ANCHOR PER 2 a I w u1 ii,
w o 1/4' ANCHOR SCHED ` 5 13 Il p ANCHOR PER4• ~
+.r MAXHOST
w EDGE w lap 1 STRUCi m EDGE ANCHOR SCHED
—T' DIST /2' d E
r CONN TYPE Cl: EMBED MAX DIST I
:t ANCHOR PER EXISTING HOST STRUCTURE CONN TYPE Cl:
HO STRUCTURE ANCHOR SCHED
ANCHOR PER
i I - ANCHOR SCHED
V �I OUNTING ION 1�1 MOUNTING SECTION e MOUNTING SECTION 4 MOUNTING SECTION N$
sa 3'-1-' VERT SECTION 3'=1'-0' VERT SECTION 3'0 1'-0" VERT SECTION 3'=
3 1 }3 3 3 3 1'-0' VERT SECTION O>
r HURRI-OUTTM EGRESS STORM PANEL DETAILS* e y o o i.
('NOTE:SEE GENERAL NOTE S15)
S EXISTING HOST
I m STRUCTURE NOTE:SHUTTER SYSTEM MAY BE O g ¢ r
bUE"'
ANCHORED THROUGH EXTERIOR WALL i p t'j I
REFER TO CORRESPONDING FINISH TO HOST STRUCTURE WITH ANY °C
MOUNTING SECTIONS/DETAILS MOUNTING CONDITION SHOWN HEREIN. '4
REFER TO CORRESPONDING FOR ANCHOR SPACING O
MOUNTING R SPACNS/DETAELSI ALUMINUM OR GALVANIZED STEEL SPACE
FOR ANCHOR SPACNG REQUIRED ONLY FOR EIFS,ICF,OROTHER MALLEABLE FINISHEOPTIONAL FOR STUCC I BRICKOOTHER REGID FINISHES. OPTIONAL METAL BONDEDEXISTING 16 17EXISTING16 17 GLAZING WASHER MAY BE USED ON THE °
' GLAZING p p M D— INNERSIDE OF THE PANEL aj� 1
u nw mw t
INSIDE MINIMUM w�j INSIDE ACCESS MINIMUM w - z Q 8°e1
ACCESS BOLTS: SEPAR PER z H BOLTS: z w ¢p 2 ££ or
OUTSIDE a SEPAR PER OUTSIDE a EXISTING MOST a b G 4 d st 8- q
1/4-20 x 3/4' SCHED a w 1/4-20 x 3/4' SCHED a w STRUCTURE a w j
ACCESS ACCESS §
SIDEWALK BOLTS: a SIDEWALK BOLTS: a w
I I BOLTS W/ BOLTS W/ "�\ E ..� z= ANCHORS PER d do s m �
u r 1/4-20 \ STUD x 3/4" v o ANCHOR SCHEDULE
3 I WpSHERED STUDSx3 WASHERED STUDS AT �`�•-"" n °9�
W NGNVT AT W3NGN IT AT — en E'yy
I I 13"O.C.MAX tf 13'O.C.MAX MINIMUM °p56
13'O.C.MAX 13.O.C.MAX EXISTING GLAZING _SEPAR
r 3 4 14 1520 3 4 14 1520
REFER TOSCHED
I CORRESPONDING
MOUNTING SECTIONS/DETAILS MOUNTING SECTION THRU a A a P
'
FOR ANCHOR SPACING I REFER To CORRESPONDING EXTERIOR WALL FINISH
I C MOUNTING SECTIONS/DETAILS
BRICK, 15-2494
FOR ANCHOR SPACING ICF, EIFS, ETC.) -- r i�
3 N.T.S. VERT SECTION P°cx 0e5C.1moN:
MOUNTING SECTION AMOUNTING SECTION
3 N.T.S. VERT SECTION 3 N.T.S. VERT SECTION
` 1
. .. ,1LILLI I1111It7J
IV r._}.•.-�t��_..-..� EXISTING HOST STRUCTURE
CONN TYPE C1: 0�
EXISTING HOST ANCHOR PERMINIMUM
I LEG AND/OR STUD minimum SEPAPER I/4-20 x w SEPAR PER I STRU RE ANCHOR SCHED
DIRECTION MAY BE SCHED SCHED ANY ANCHOR FROM :�J
REVERSED FOR 314' w 18 _
INTERIOR MOUNT -} 4 SDS q14 EXLSTINO 1/4.20 d m ANCHOR SCHEDULE,
AT 6" a.w GLAZING x 374• us,�„ EQ ANCHORS SPACED EMBED "��T'-
GrNc D.C.MAX a Iq STUDS w 6"o.C.MAX. C� .( �O
AT 6' z rri ¢a i .o1 ti'
14 15 w SS D.C. a n '��• 0 2 2 W •/ "
MAX w LI 12 iv tla.., u(m
w o z w 19 2 4 2EXISTING 0 �r EDGEQQ ss
HOST 8 DIST CONN TYPE CS: j EMBED MAX EXISTING I6 17 ¢ GLAZING STUDS' Z.
6
t t STRUCT ANCHOR AER --t- GLAZING g N AT 6' E g$ x
ANCHORSCHED CONNTYPE C1: MINIMUM MINIMUM I< (:=
11
ANCHOR PER SEPAR PER 4 T }-SEPAR PER� O.C. � Z
HOST STRUCTURE ANCHOR SCHED SCHED SEED MAX �', DU`"W"wz
1 MOUNTING SECTION 2 MOUNTING SECTION 3 MOUNTING SECTION 4 MOUNTING SECTION 0U,
0 1U
.- _ -- - _-- - W
¢ 3'0 1'-0' VERT SECTION 4 3' 1'-0' VERT SECTION 4 N.T.S. VET SECTION 4 N.T.S. VERT SECTION ti C1
t i
'I EXISTING WOOD
9 : BUILDOUT MOUNTING DETAILS TABLE 1*: BUILDOUT ONLY TRUSS/FRAMING (3)Y'LAG SCREWS AT
24'&C.MAX INTO WOOD ..
Yj TAPCONS{SS ITW OR ECCOj Spans UP Spans Up Spans UP I)5"{1y1• TRUSS/FRAMING WITH z f4
SPACED PER TABLE 1: G LOAD To 6'-0" To 8'-6" To 11'-4" EMBED 1% MIN EMBEDMENT AND d
, • STAGGERED(SHOWN):Cl �i p}p�� (pst) CONN TYPE CONN TYPE CONN TYPE ;Y."
MIN EDGE DISTANCE
•
NON-STAGGERED:C2 1'x3•x)'e',2'x3"xy',OR x G C3 C2 C! C2 CI C2 0
I� I
(NON-STAGGERED ANCHORS 3'%3'xYe 6063-T6 w 30 13.0"113.0113.0"113.0 13.0"13.8" EQ' EXISTING r o N x
E EXTERIOR FINISH S w> 1
SHALL
BE PLACED AT CENTER OF ALUMINUM BUILD-OUT TUBE 38 13.0"13&'13.0"12.4"13.0" 9.3" , lu- s i
THE BUILD-OUT TUBE) q7 13.0"113.0113.0"110.1"13A" 8.5"
I i 414 SMS SPACED PERp
TABLE 2,CONN TYPE C2 0 54
13&'112.4"113.0"15.8` 13.0" 8.5"
EXISTING HOST 35•MIN(TYP) U 120 13.0" 8.5" 13.0" B.S' 13.0" B5" 16 17 ¢ E c
$Tllyt. (� 30 10.9"16.6" 7.7" 4.6" 5.8•' 3.5" a 2 3
38 0.6" 53" 6.1" 3.7" 4.6" EXISTING a m c
1 "MAX q 47 7.0" 4.2" 4.9" 3.0" 4.2" GLAZINGL _
Ei 54 6.1" 3.6" 4.3" 4.2" 2"x5'x�'6063-T6
2'MIN FOR i �i a 120 4.2•' 4,2" 4.2" ALUM ANGLE OR
w w l3," e.S0.06.07, ." MINIMUM j
-
GGERED 3qy�: SEPAR PER oo
i
W
.� ! INSTALl LATION ID i Qo 38 11.2_ 6.7" 79' 47" 5.9•' 3.6" ALUM PLATE SCHED
r n p 47 9.1" 5.4" 6.4"
54 7.9" 4.7" S.6" 3.3" 5,4" 33" U
120 S.a" 33" SA" 3.3" S 3.3" WOOD TRUSS
s MOUNT DETAIL
1"x3'xv,,z"x3•x�•, TABLE 2*: BUILDOUT ONLY4 N.T.s. VERTSE4TIONEd cc
S3 i
OR 3'x3'xYa, Spans Up Spans UP Spans UP 14 15 a g..
Sgt 60b3-T6 ALUMINUM -t' L
OAD T.6'-Q" To e'-6' To IS'-4" 4 5
I g BUILD-OUT TUBE z EXISTING PASSa'
2'MIN FOR a CONNTYPE Cci NT¢E COiNTYPE ( aW ggfil�TNRU WINDOW SILLa, G &STAGGERED WOOD,GRANITE,TU 13.0"13.0"13.0"13.0"13.0"13.0" TABLE 3 MARBLE,ETC.) !/4' o Lj ¢ I I IN5TAt1ATiON EQ a:n i3.0"i3,0"13.0"23.6"11.3" S.i" EQ EQ MAX
li �: o.(� 13.0"13.0"12.2" 9.4" 10.3" 6.8"I L3.0"13A"l0.6" 7.2" 10,3" 6.8" )'4"ITW SS Ya"ALL POINTS t14 WOOD
SCREWS WITH 'iJr-�r 103" 6.8" 10.3" 6,B" 10.3" 6.8" TAPCON$WIIH SOUD-SET WITH 1'4"MIN yr20 SS THRU M 3 I
I EXISTING NOSE li :� _ -1- NOTES 23'•'MIH EMBE4 Ys'MIN EMBED PENETRATION n BOLTS AT 12'O.C. a B' •',, 1
STRUCTURE I
EQ 1. TABLE 1 AND 2 APPLY ONLYTO BUILDOUT CONC CMU CONC CMU WOOD L! (2)2'x5'x% OR(1) "I
ANY STUDDED ANGLE OR'F MOUNTING DETAIL(713). 2"x5'%V."6063 T6 R e
Y I y'TAPCONS(SS IT2V OR
EL
TRACK APPROVED HEREIN 2. TAPCONS SHALL BE INSTALLED WITH THE lY O.C. B"O.0 12`O.C. iP O,C. 12"O.0 EMBED. ALUM ANGLE(S)
OJPrtafillFNAVILNNWUOPE
I SPACED PER TABLE 1: it14 SMS SPACED PER FOLLOWING MINIMUM EMBEDMENT: SEE TABLE 3 FOR 15-2494
• STAGGERED(SHOWN):CL TABLE 2,CONN TYPE Cl • TO CONCRETE:1%'MIN EXISTING HOST ANCHOR SPACING _
• NON-STAGGERED:C2 • TO HOLLOW BLOCK:11/4"MIN STRUCTURE:HOLLOW _ scale:
(NON-STAGGERED ANCHORS • TO WOOD:IW MIN BLOCK,CONCRETE(3KS1 '- Pace DesclumoN:
I 1 SHALL BE THE ACED AT CENTER 3. REFER TO
SE} ANCHOR NOTES 6 FOR ADDITIONAL MIN),OR WOOD(6-0.55)OF PASS TF1 RU o"
BUILDOUT 4. THESE MOUNTING CONDITIONS MAY BE
y 5 MOUNTING DETAIL USED INDEPENDENTLY OF ONE ANOTHER AND 7 WINDOW DETAIL a
CONDITIONS/OETAILSDEPICTEDHEREIN�x_.. N.T.S. VERT
IN CONJUNCTION WITH OTHER MOUNTING t-E f
N.T.S. VERT SECTION 4
i
(
- J
i
111ttittttlt
..../ FRANK BENNAPOO.P.&
j
CLOSURE DETAILS '
r ` �*: No PE004654- s[i�,_�Ol
'MINIMUM SPAN TOP OR BOTTOM MOUNT MINIMUM SPAN Q�•. STATE OFWITHOUTCLOSUREinp (/.NGX�+ SCHEDULE SCHEDULE NOTES: -,`S '•�ONSDA..•' 1� —e Lum
if rwc /,,S/
147
ONE(1)CLOSURE AT G a i w m p W b 2.SPANS SHOWN ABOVE ARE MINIMUM // OI�I/� N Niy, $ iTOP OR BOTTOM eS eS x ALLOWABLE SPANS BASED ON ANY 111t2t1I1I COMBINATION OF MOUNTING xw o w3�.of
.1p CONDITIONS ATTOP OR BOTTOM.PANELrV wOST d LLENGTHS LESS THAN THOSE NOTED IN
1 I STRUCTURE gW DIRECT MOUNT 32 30" 33" 30" 30" 32" 30" 30" TABLES ABOVE ARE NOT ACCEPTABLE. Z'x c uu'L s .
{�NO SEPARATION FROM GLASS IS a�y 0 x w
a
at SND ANGLE WAIL MOUNT) 32•' 30" 33" 30" 30" 32" 30" 30" (I). O,q-I""'u'D
F-a REQUIRED WHEN PANEL LENGTH IS j V w"' z
1 1 WALL MOUNT CLOSURE $o REVERSE'F•ANGLE 32"�01'
33 30"36" 3Z" 30" 30'• GRFATERTHAN THAT NOTED FOR 3� =x
5 3"-1'•D' PLAN VIEW C, 8.0,2x5+SND ANGLE 32 33" 30" 30" 32" 30" 30" RESPECTIVE MOUNTING COMBINATIONS to w m
B.O.*fl TRACK 32" 33" 30" 30" 32" 34" 30" ABOVE' 40
o w w
°- 'H'HEADER 30" 30" 30" 30" 30" 30" 30" 3.SIDE CLOSURES REQUIRED IF GAP 0
ax+ STUD ANGLE(TRAP MOUNT) 32' 33" 30" 30" 32" 30" 30" BETWEEN PANEL AND STRUCTURE
f EXCEEDS DISTANCE SHOWN IN
HORIZONTAL SECTION DETAILS(REF.
ND
i MINIMUM SPAN BOTTOM MOUNT DETAILS4.TAB TABLES
FARE VA
4.TABttS ABOVE ARE VALID FOR
PANELS MOUNTED HORIZONTALLY OR 9
u a VERTICALLY. a
SCHEDULE o 9 wW +j x wp S.TOP/BOTTOM CLOSURES MAY d
EXISTING HOST x o �7 x z o CONSIST OF NON-STRUCTURAL 2893 f
STRUCTURE,TYP NO TOPJBOTTOM CLOSURES d x w¢ ti = o n (0.018'MIN)GALV STEEL OR 0.022"MIN
11 2 1 2/q, < L z L m? r 2 SHEET ALUMINUM OF ALLOY S052-H32 OR `q o 1'
i }--2'TO 5" MAX I ut 3 GG G 3004-H34.REFERENCE DETAILS HEREIN o o N w>
II p ,6 FOR DEPICTION OF TOP/BOTTOM 'e HE°C ti Q -a
B DIRECT MOUNT 53" 32" 55" 32" 32" 53" 30" 32" CLOSURE MOUNTING REQUIREMENTS.
Z SND ANGLE(WAU.MOUNT] 32" 30" 33" 30" 30" 32" 30" 30" 6.STORM PANELS MAY BE INSTALLED 09<o¢
^T2/q" a "F"TRACK S5" 33" 57" 33" 33" 55" 30" 33" 2 g w
1 1/2'MIN MAX p REVERSE"F'ANGLE 32" 30" 33" 30" 30" 32'" 30" 30" WITH A ED MINIMUM SPAN WHEN E n
1 OVERLAP INSTALLED WITH A CLOSURE ANGLE AT m O 3
B.O.ZKS+SND ANGLE 32" 30" 33" 34" 30" 32" 3D" 30" BOTH TOP AND BOTTOM.
ANCHORS AT 12.0"O.C.FOR P-59PO OR a B.O.•F"TRACK 53" 32'• 55" 32" 32" 53" 30" 32" 2` ¢
LESS,OR AT 5.9"D.C.FOR P-120pst OR LESS "H"HEADER 30" 30" 30" 30" 30' 30" 30" 30" BE¢
(USE ANY ANCHOR FROM ANCHOR SCHED) STUD ANGLE TRAP MOUNT) 32" 30" 33" 30" 30" 32" 30" 30" o '
2 TRAP MOUNT CLOSURE
l� 5 3"-V-0" PLAN VIEW -
u i
t T EXISTING HOST STRUCTURE
7 ANY MOUNTING CONDITION MAYBE USED.END III
ALSO CONSIST OF CLOSURE
TUD ANGLES, k § �
U-HEADERS,OR H-HEADERS. S `�^ O Sggi'11
1/4
BEND PANEL AROUND lJ4" _ " MAX f"Pl
Fh,.t/� CORNER 8L STITCH TO 1 2 Ill 2 MAX I�• 2St2'(MINIMUM) G dl����E
NAP., •ADJACENT PANEL WITH JRE
1 CONTINUOUS ANGL& ¢'2' yG 214.20 BOLTS& 2 FASTENED WITHWASHERED WINGNUTS II SAME WINGNUTAT24.O,G(TYP) MIN.PANEL OVERLAP USED TO FASTEN_ SHALL BE 1.5 TIMES PANEL TO MOUNTINGGLE / ! /•7•.,. THE PANEL PROJECTION ANCHORS AT 12.0"O.C.FOEXTRUSION OR
FASTEN PANELS TO EXISTING HOST t FROM THE EXISTING P-59psf OR LESS,OR AT 5.9"O, DIRECTLY TO HOSTHOST STRUCTURE ORVAR STRUCTURE HOSTSTRUCTURE PROJECTION FOR P-220pstOR LESS(USE ASTRUCTUREANCHORAGE TO HOST
TO STUDDED ANGLE ANCHOR FROM ANCHOR SCHESTRUCTURE PER c0vfR 1TIR4KLEe.0mBPE
(TOP&BOTTOM)AT
i CORRUGATION VALLEY MOUNTING BECKONS 15-2494
CLOSEST TO CORNER EXISTING HOST -
(EACH SIDE) - STRUCTURE oescwvnoNs .
s CORNER CLOSURE 4 PANEL OVERLAP s BUILD-OUT CLOSURE TOP BOTTOM CLOSURE
5 N.T.S. PLAN VIEW 5 N.T.S. —_-- PLAN VIEW 5 3'.1'•0" PLAN VIEW N.T.S. VERT SECTION
i'
i
N
i
1
ANCHOR SCHEDULES
3/4'MIN EDGE DISTANCE - h p'),t t'1�t17�rt t O y
2'MIN EDGE DISTANCE - VC7!!!1Vl�tJl
Spans p TO -0 Spans p To61.6" Spans UD 0 32 Yj Spans p To •0 pans UP To 8'• Spans P o
ANCHOR LOAD CONN TYpE CONN TYPE CONN TYPE G'j pepcc ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE
S
(PAD
CS C2 C3 C4 CS Cl C2 C3 C4 T3 Ci C2 CS C4 CS z G .{psn cl C2 G3 C4 c5 CS C2 C3 C4 CS C1 C2 C3 C4
1(4'EPL ULTIIACON OR lTT4 30 13.0"13.0"13X.,13.0•'13.0'•13.0"13.0"13.0"13.0"13.0"13.0"10.6"13.0"13.0"13.0" 3/'TAPCON(ELCO OR IT29) 30 0.0"113.0"113.0"113.0"13.0"13.0"13.0"13.0"13.0"33.0"13.0" 9.7" 13.0"13.0"13.0" f f�.••. ���,,,, �;
SS TAPCON WISH i-314• 38 13.6"13.0"23.0"13.0"23.0"13.0"13.0"13.1'13.0"i3.0"I3.0" 8.3" 6.5" 13.0" 9.0•' 7124 W. SCREW WJ 38 1301123.0'113.0`1 13.6"13.8"13.0-113.0-23.1'33.0"13.0"13.8" 7.6" 6.0"113.0-15.2-
TA
i3.4" 5.2" �•T�3;g.•):••'•
EMBED(3192 PSI MIN CONC) 47 13.0"13.0"13.0"13.0"33.0"13.0" 9.5" 7.4" 13.0"13.0"13.0" 6.7" 5.3" 13.0" 7.2" -1/2'EMBED 47 13.0"13.0"13.0"13.0"13.0"13.0" B.7" 6.8" 13.0" 5.9" 13.0" 6.2" 4,8" 10.5" 4.2" � • l G 1�
1 54 21.8"13.8"13.0"13.0"13.0^13.1' 8.3" 6.5' 33.0" 8.4•' 13.0" 5.9" 4.6" L3.T' 6.3" 54 33.0"13A"13.0"13.0^231.13.0" 7.6" 5.4" 22.9" S.2" 13.0" SA" 4.2" 9.1" 3.6' •,{ �E7 pI �
-�� 120 5.4" 53" 4.1•' 5.1" 5.7•' 3.6" 3.7" 3.6" 4.0" 120 4.9" 4.8" 3.8•• 4.3" 3.3'• 3.7• 3.4" 2.7•' 3.0" 2.3" 2.5" 2.4" 2.2" 471 :1
�n 417LL.� V(m
!j4'ELCO PANELMATE WITH 30 i3.8"13.0-1 23.0"23.0"33A"I3.D"13.0^130"13.0"13.0"13.0"23.0"13.0"13.0"13.0•' 114•ELCO PANEL MATE 34 13.0"113.0"13.4"13.0"23.0 33.0"13.0"13.0"23.0"13.0"33.0"13.0"13.4"13.0"13.0" l� N u�F
1-3/4'MIN EMBED(3350 PSI 38 13.0•'13.0"13.0"23.0"13.0"33.0"13.0"13.0"13.0"13.0"13.0"10.7" 8.3" 13.0"11.5' (FEMALE,MALE,OR PLUS)W/ 38 13.0"13.0•'13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,0"10.3" 8.1" 12.1" 5.9" "Z'.w ej s
MIN CONC) 47 13.W-113,01 13.0"13.0"t3.0"13.0"12.2" 94" 13.0"13.0"113.0" 8.6" 6.7" 13.0" 9.3" 1-7(B'M N EMBED 47 13.0"13.0"330"13.0"13.0"13.0"11.8" 9.2•' 13.0" 6.8" 13.0" 8.4" 6.5" 9.8" 4.8" .>U a .< ,
13.6"13.Q"13.0"130"10.&- 8.3" 13.0"IIA-113.1V 7.S• 5.9" 13.0" 8.1" N _ 54 13.0"13.0"13.0"23.0"33.0"13.0"10.3" B.0" 12.0" 5.9" 13.6" 7.3" 5.7" B.S' 4.2" Z oa� �xo
Gaf 120 6.9"16.8" 5.3" 6.5' 7.3" 4.9" 4.8" 3.7" 4.6" 5.3" 3.4" 3.4" 3.3" 3.6" 120 6.T' 6.5" 5.1" 4.7" 3.B" 4.7" 4.6" 3.6" 3.3" 2.7" 3.3" 3.3" 2.6" 2.4" Z. a i m 'u"la�
u c ...R�R�R�
214.20 ALL p03NT5 SOLID-SET 30 13.0"13.4"13.0"13.0"13.0"13.0"13.0"13.0"13.0"23.0"13.0"10.6"13.0"23.0"53.0" V 16'WOOD BUSHING W/718' 30 13.0"13.4"13.1'13.0"13.0"13.0"13.0"13.0"33.4"13.0"13.0" 5.8" 13.0"13.6"13.0" [�,� p N 0,-,�z Y)
I WITH 7/�•MIN EMBEb 300 "13.0'13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 8.4" 6.6" 13.0"10.5" o M EMBED&EMBED SNE SCREW•20 S.S. 38 13.0"13.0"23.0"23.0"13.0"13.0"13.0"13.0"13.0"13.0"12.2" 4.S' 3.5" 12.2" 3.6" O w 2
PSt MI N 47 S3.D"130"13.0" . '230"13.0" 9.6" 7.5" 13.0"13.0"13.0" 6$" 53" I3.0" 8.5'• 47 f30"230^23,0"13.6"33A"33.1' S.2" 4A" 13.4" 4.1" 99" 3.J" 2.9" 9.4" 2.9 W a:i w
54 13.0"13.0"13.0"13.0"13.0"` " 8.3" 6.5" 13.0"10.4"13.0" 5.9'" 4.6" 13.0•' 7.4" g * 54 13.0"13.0•'13.0"13.0"13.0"12.1" 4.5" 3.5" 12.2" 3.6" 8.6" 3.2" 2.5" 8.6" 2, . G w
120 5.4" 53" 4.1" 5.9" 6.fi" 3.8" ." 4.1" d.7" 3.3° 320 2.9" 2.4" 2.2" 3.2'• L3" 2.1^ 20" 2.2" ''D 0
1/4.20 POWERS CALK-IN WITH 30 13.0"73.0"13.0'13.0"13.0"13.0"13.0" ."13.0"13.0"13.0" 6.7" 13.0"11.5"11.5•' 114'LA SCREW OR HANGAR 30 13.0"13.0"13.0"13.0"13.0"23.0"13.0"13.0"13.0"17.0"13.0"12.7"13.0"13.1' .0"
y 7/8'MIN EMBED(3000 PSI MIN 38 13.0.13.0"13.0.13.0"13.0"13.0"13.0"13.0"1."12.8"13.0" 5.8' 4.1" 9.1" 5,2" BOLT 2.3(32'MIN 38 13.4"13.0"13.0"33.0"33.0"13,0"I3.D"13.0"13.0"13.0"13.0"10.0" 7.8" 11.3' .7"
CONC) 74-7-71-3.0-13.0"13A'13.0"13.1'13.0" 6.0" 4.7" 10.4 "13.5' 4.3" 33•' 7.4" 4.2" THREADP ETR -}pEN �- 47 13.8"13.0"13.0"13.0"13.0"13.0"11.4•' 8.4" 22.9" 6.4" 13.0" 8.1" 6.3" 9.1" 4.
b II 54 13.0"13.0"23.0"12.8"12.8"13.0" 5.3" 4,1" 9.0" .0" 3.7" 6.4" 3,7" 54 13.0"13.0"33.0"13.0"13.0"13.0"30.0" 7.8" 11.2" 5.6" 13.0" 7.;" 5.5" 7.9 4.0"
320 6.S" 6.4" 5.0" 4.5" 3.6" 4.fi" 4.5" 3.5" 3.1" 2.S' 3.2" 3.2" 2.5' 24"
ELCO VLTRACON OR ITW 30 13.0"13.0"13.0"53.0"23.0"12.7"11.7"11.7" 9.4" 9.4" 8.3" 83" 6.T' 6.T' 114•TAPCON(ELCO OR'11,V) 30 33.0"13.0"113.0"113.0"33.0"13.0"13.0"23.0"13.0"13.1'13.0" 6.2" 33.0"13.0"13.0"
SS TAPCON WITH 1-i/4• 23.0" "17.0"10.5"10.5" 9.3" 93" 9.3" 7.4" 7.4" 6.6" 5.3" OR•14 WOOD SCREW W/ 38 13.0"13.0"13.0"13.0"13.0"13.0^13.0"13.0"13.0"13.1'13.0" 4.9" 33" 10.8" 3.7"
A EMBED q7 10. 1(1.6' 10.6" B.5" 8.5" 7.S' 6.0" 6.0" 5.3" 4.3" 1-1/2'EMBED 13.0"13.0"113.0'1113.0`1 13.0"113.0"1 5,6•' 4,4" 12.3" 4,2" 1Q.T' 4.09"3.3" e.T' 3.0"
S 54 9.2 .2" 9.2" 7.4" 7.4" 6.5" 5.2" 4.6" 3.7" 5413.0-113.0-113.011;3,0"13.1' 4.9" 3.8" 10.7" 3.6" .5" 2.7" 7.6" 2.6" =II+
4D' 120 3.2" 3.1" 2.4" nd T
320
114'ELCO PANEtMATE 30 13.4"13.4"33.0"13.4"13.1'13.Q'•13.0"13.0"13.6"33.0"23.0" 5.4"1131D"113.0"13.0" � 114'ELCO PANEIHATE 30 13.1'33.0"13.0"13.0"13.8"13.0"13.0"P43'.'
1;.7"11.7"53.0" 7.1" 13.0" 83" 83" �.� h"o o w 0
Ci I.1/4'MIN EMBED "13.0" "13.0"13.0"13.0"13.0"13.0"13.0"13.0"11.5" 4,3" 3.3"110.5" 5.1" N( (FEMALE,MALE,OR PLUS)W/ 38 13.0"13.0"13.0"13.0-1 13.0"13.0"13.0" 9.2" 9.2" 13.0" 5.6" 4.4" 6.5" 3.V, O1 a n
47 ' 3.0 I 3.0"130"13.0" i.9" 3.8" 2;.9"31.4" 9.3'• 3S" 8. 4.1" 0 1-7/8'M N EMBED 47 13.0"130"230"ID.W 10.6"13.0" 6.4'• 7.5" 3.T' 12.1" 4.5' 3.5" S.3" 2.6" m + a
'1 3. 13.0' 3.0"13.0"11.4" 43" 3.3" 10.4"' 5.1" 8.1" 3.0" 7." 3.6" * _ 54 13.0"13.0"13.0" 9.2" 9.2" 13.0" 5.5" 6.5" 3.2" 10.5-1 3.9" 3.1" 4.6" 23" '^ N en w
YX o * - 3.T• D 120 3.6" 3.5' 2.8^ 2.5• 2.V 2.5" 2S" = v 5
3 -20 A;L POINTS SOLI 3D 13.0"13.0"13.0"13.0"13.0•'13.0"13.0"13.0"13.1.13.0"13.0" 11.9" 1 0"13.0"13.0" $ 1/4'LAG SCREW WITH OR 30 13.0"13.0"13.0"13.0"13.0"13.0"13.1' 13.0"130"13.0"12.7"13.0"13.0"13.0" D W
O W1T 7/8-1A 38 13.0"13.0"13.0"13,0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 7.0" 3" 33.0" 73" HANGAR BOLT 2-3/32'MIN 78 33.0"13.0"13.0^13.0"13.0"13.0"13,0" 33.0"13.0"33.0"10.0" 7.8" 11.3" S.T' g=
THREAD PEHETR THREADi 47 ;3.0"13.6";3.8"23.8"33.8"I3.0"11.4" 12.4" 6.4" 13.0" 8.1" b.3'• 9.1" 4.6"
jo ( 47 13.0"13.0";3.0"13.0"53.0"13.0" 8.0" 6.3" 13.0"13.0"13.0" S.7" 4.4" 10.6" 5.9" 4PENETRI Dag
x * 54 13.0"113.0"113.0"'13.0"17.0"13.0" 7.0" 5.4" 13,0" 7.2" 13.0" 4 ' 3.9" 9.2" 5,1" 54 33.0"13.0"13.0"13:0"113.0"!13,0"10.0" 7.8" 11.2" 5.6" 13.0" 7.2 S.3" 7.9•• 4,0" S aD
!2D 6.5" 6.4" S.0" 4.5" 3.6" 4.6" 4,S' 3.5" 3.1" 2.5" 3.2" 3.2" 2.S• 2,2"
f
f
1ANCHOR SCH aaill��
1. 1/4'TAPCONS MAY BE BY ITW(STAINLESS STEEL)OR BY ELCO. -ELCO PANELMATE"ANCHORS MAY " a
RE MALE FEMALE,OR PANELMATE PLUS,AS ILLUSTRATED. HEAD SME MAY BE STD 13/32'OR g Eppy(
WASHERED SIR-HEX HEAD. '�' i@ 6
2 ENSURE MINIMUM 2'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. - if
EDGE DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO WOOD. (j(j I
3.MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND 4
,I EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. t
5.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD a
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD.
6.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN
CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS g"
T4 WOOD FRAMING).WOOD STUD SHALL BE"SOUTHERN PINE'(FOR G-0.55 OR GREATER DENSITY) t5 a a L a 4
�) S OR'SPRU E-PINE•FIR'(FOR G•'0.42 OR GREATER DENSITY). CWYWBFPAMLWW.V90Pf.
7.AN OR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES
MAKIMU ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN 15-2494
SPAN SCHEDULE SHALL APPLY. Salle. -
B.MACHINE SCREWS SHALL HAVE MINIMUM OF t/2'ENGAGEMENT OF THREADS IN BASE ANCHOR PAA41 DfSCR3PT1oW
�NO MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT-)U.N.O.
y, 9. 114, DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE MOST {
V j�OU WI.E ONLY SPACINGS THESE OWN IN ANCHOR LOCATSCHEDEDATKEYHOLES AND LESS THAN OR EQUAL TO
130.E= DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USF_
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••'.,ICEN•• OFRAMS49 NA0.pO.P.E.
* No PE0046 ,i 1017
11 i�T'•, STATE OF 100 ri
.,'//5,O/VAL IENG W a',LL I
= _
1 ZQ .o
I POSITIVE CONNECTION H-HEADER U-HEADER w �aID
pL rp
w�
` MINIMUM GLASS MINIMUM GLASS MINIMUM GLASS
SEPARATION SCHEDULE SEPARATION SCHEDULE SEPARATION SCHEDULE th W°=w
MINIMUM MINIMUM MINIMUM MINIMUM ~OW w
MINIMUM MINIMUM
SEPARATION SEPARATION SEPARATION
SPAN SEPARATION AT SPAN SEPARATION AT SPAN SEPARATION AT
LOAD AT OR ATOR AT OR
1E55 ELEVATION LESS ELEVATION BOVE LESS ELEVATON>
I 3 (PSF)
THAN BELOW 30' 30'ABOVE THAN BELOW 30' 30'ABOVE THAN BELOW 30'ABOVE
ABOVE ABOVE GRADE
rX GRADE GRADE GRADE
I GRADE GRADE GRADE w} i
4'41" 7.73" 1.65" B'-7' 8.60• 7,17" 6'•3" 3.98" 3.21" ZGr
38 7'-0" 7.73" 4.38" 7'-9• 8.60" 6.69" 5'-3" 3.98" 2.58" a
II 12' 8.78" 8.78" 7'-0- 8.60' 5.97" 4'-0' 3.98" 2.24"
-0" °r
4'-0" 7.73- 1.69" 6'-0' 8.60" 4.94" •. O
40 T-0" 7.73" 4.56" 5'-0' 8.60"
Fz o
z
8.33" 8.33" 4' ' 8.60"
4'-0 -0 3.58" k y a o o Q
4: l 4'-0' 7.73" 1.77"
45 7'-0' 7.73" 5.01"
1 " 7.73" 7.39•' GLASS SEPARATION � � J 0 W
I 4'-0'-D' 7.73" 1.86"
7' • 7.73" 5.45' SCHEDULE NOTES: wGS z�Q
p9'•1' 7.73" 6.87" 1.GLASS SEPARATION SCHEDULE o
4'-0• 7.73" 2.03" PROVIDES MINIMUM SEPARATION o
I 60 T-0" 7.73" 6.34" DISTANCE REQUIRED BETWEEN EXTERIOR u�
7'-7' 7.73" 6.57" FACE OF GLAZING(OR OTHER PRODUCT u
4'-0' 7.73" 2,20" BEING PROTECTED)AND INTERIOR FACE
70 OF INSTALLED STORM PANEL
6'-7" 7.73" 6.38" '2.SEPARATION DISTANCE PER THIS
120 T-10" 7.73" 2.74" SCHEDULE IS REQUIRED FOR USE WITH
POSITIVE LOADS ONLY. I" a z-¢�
3. SEPARATION FROM GLASS IS a �S R I" �
f REQUIRED ONLY WHEN INSTALLED °pAA
WITHIN ASTM WIND ZONE 4 AND g� a
ESSENTIAL FACILITIES. m �f '
126
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15-2494 i
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