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P i,ILt aooravai menu>Prr-0uct cr; rty_tion SQarch> nosicaUon a 5,;>Application Detail
Application Type Revision
Code Version 2014
Application Status, Approved
Comments
Archived
Product Manufacturer Transparent Protection Systems,Inc.
Address/Phone/Emall 633 Dunksferry Road
Beqsalem,PA 19020
(215)638-0800 Ext 203
craig.hampton@polymerindustries.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative
Address/Phone/Emall
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 Ass ace Entity Na4ional AccreditaELo and Management Institute
uaiity Assuran :ontr xpirati 17a 12f3i 20,
a idated By Jorge A.Pomerantz,F.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL6417 R4 .001 lndeo 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 R4 Eauiv Ecigly odf
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8Waj j2... 11/23/2015
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 07102/2015
Date Validated 07/02/2015
Date Pending FBC Approval 07/09/2015
Date Approved 08/18/2015
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 HVNZ:No FL6417 R4 11 Dwaxdf
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 FL6417 R4 AE Eval.pd
(allowable spans,mounting conditions,anchor options,etc.) Created by Independent Third Party:Yes
back t2gxt
Contact Us N 1940 NIC-1th Monroe 51re-t,Talfahasagj FL 32399 Phone!850-487-162
The State of Florida is an AMEO employer.Copyright 2007-2013 State of PIQrWa.::Priv 4Sj§jIiLPm--d::Accessibility.Statemen :i 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 mail to this entity.Instead,contact the office by phone or by traditional mail.It you have any questions,pease 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 LqT_.
Product Approval Accepts:
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http://www.tlolidabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDqs7kTE8Waii2... 11/23/2015
\\\\11111H111111RM '6M
�NN0""'P.E.
POLYCARBONATE NATE STORM PANELS (Non-HVHZ) ti?s'
�® _
GENERAL NOTES, No,46519 %Qjs
1)THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS GEM l:J a
}-2.50" j 0.100" �'"-2'50"-t t--2.50"� IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE R MEIN E 0
0.10D" z.' m
1.00° TYP THE FLORIDA BUILDING CODE AND THE 20121NTERNATION
�`"o TMP �` '� 1.OD" PiiN �'o 3/8'MIN BUILDING/RESIDENTIAL CODE PER ASTM STANDARDS E330, E199A)�
0 1 ? p o ? PANELS ARE APPROVED FOR USE IN FLORIDA OUTSIDE THE HI
Ah� ri 'JpV`;� '"Pp\-tl"1 q N •f`O\ HURRICANE ZONE,OR THROUGHOUT OTHER AREAS GOVERNED �AL
y Y IBC/IRC. IIINNt1 z O.
2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE Zfr` >V uj
----12°(MIN)TO 13"(MAX)PANEL COVERAGE--� }-6 1/2"MAX COVERAGE--� DESIGN OF THIS PRODUCT. rp�l ¢ a
15 3/16'MAX TOTAL PANEL WIDTH 8 3/4'MAX TOTAL WIDTH 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE 'Q a W z a
MOUNT WITH o WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC L X 'c m w°
`""' lMOUNT WITH FASTENERS o BASIS IN ACCORDANCE WITH THE GOVERNING CODE,SITE-SPECIFIC n S
FULL_P-ANEL=PROFILE` FASTENEILS HALF PANEL PROFILE OR STUDS v PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE WW "w
OR STUDS AT �] AT 6'1/2' AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
$ j
n 3'= (SEE GEN NOTE 7) 13°O.C.MAX 2 3"=V-0' (SEE GEN NOTE 7) O.C.MAX OR TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY
EQUAL Not ' Y
a
VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. o w"
STUD AND/OR LEG DIRECTION 2 ODD• 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED N p
PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. <
MAY BE REVERSED 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
3.375" INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM "y
0.313' 0.563" .5.3 r 0.375° 0.380"� 0,665' 0.125' THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
0.3,38 0.285' 0.275° ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN
0.688" T CONJUNCTION WITH THIS DOCUMENT. '
c G 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND
6 0 125„ ~ g_r '$ `°`� 0•TD1(9p" 0.650' 0.320° CLAS U RE SHALLI EPOSE FI D D OTHERS.OUTSIDE THE SCOPE OF THIS CERTIFICATION AND o
N 7yp 0.092"TYP '� 0,095 ANGLE 7 CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,&DOUBLE-WIDE)
1- 1 2.000° L TYP 7 MAY VARY IN"COVERAGE"WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN a
2.000"-} ._�- 6"=1'-0° HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED, pr °d
5 �• BUILDOUT 1 I PANELS SHALL BE
WNFORUNTEDWI EACH HF.�NERSORSTUDSATMAXIMUM N wo
REVERSE F TRACK F TRACK B) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY
3 STUD ANGLE 4 'F' ANGLE 5 6"=1'-0" 6 6"=V-0" o - ANSPAUNT PROTECTION SYSTEMS,Inc a
voi 0.096" 9) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARBONATE F
2.2.50--1PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH a�
THICKNESS t=0.100"(fo.010")AND SHALL BE MANUFACTURED FROM 100% }O
' 0.875" SYNTHETIC THERMOPLASTIC POLYMER RESIN(UV STABILIZED). TYPICAL O �,
i �+ 0.099" SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Py-8.908 KSI, $j
t 010.35" m 0.099" T„ FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI. ^
In• on T'I 10 ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O.
Ed
WIDTH UNLIMITED ,^o % N 2.000" 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM.OF ONE a S Q
TOP MOUNT MOUNTING oI ri ,ABEL PER PANEL CONTAINING THE FOLLOWING: L
(CONN AS REQ'D) SECTIONS -1- 0.865° 0.067" TRANSPARENT PROTECTION SYSTEMS,INC.
0.067' BENSALEM PENNSYLVANIA S
--------_-a___..........________ __ 00.60" ASTM E336,E1886&E1996 v
. 0.375" PRODUCT APPROVAL NUMBER
KEYHOLE WASHERED 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM
WASHER W _N IN 'H' HEADER CONSTRUCTION TESSPANS AND TING CORPORATION(CTC OF IAMNDING LOADS SHOWN HEREIN.I TEST REPORTS
�+ EFERENCE
$ 91- 1 Q 604-009-FE-ASTM&604-009-LE-ASTM,AS WELL AS HURRICANE TEST LAB g
6'=1'-0° 6"=1'-0° (H7L OF RIVIERA BEACH,FL)TEST REPORTS Y0239-0107-05,50239-1013-07, �1
n PLAN WIDTH UNLIMITED 0239-0312-06,#0239-0110-07ï-0813-06
. 5
X13)=TOP•@.BOT.1'OM:M.OUNTING SECTIONS.MAY.BE]NTERCHANGED AS_FIELD n
VIEWS TOP MOUNT MOUNTINGP -CONDITIONS.DICTATErPANELS�MAY BE MOUNTED•VERTICALLY_OR-'- d � p
(CONN AS REQ'D) SECTIONS, 'HORIZONTALLY AS APPLJCA8IE� -�'"3 7H!
14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY
m 0.23' \\ MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED AT 03/8"(OR 05/8' d d d 9
0.58' WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE. WASHERED WINGNUTS
S
/// SHALL HAVE 0.865"MINIMUM WASHER DIAMETER,
ai ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED
N I STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF tl
-1- 60 KSI.
/ I 16)THE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TO 9 E
ALLOW THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING.
RESULTS MAY VARY ACCORDING TO INSTALLATION,END-USER,AND
> , .+ / a I TRAINING,ETC. ENGINEERING EXPRESS AND TRANSPARENT PROTECTION CDMT HIRUKKLEIaARwPE
N SYSTEMS DO NOT ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATED
w WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. 15-2494
_ w
" BOTTOM MOUNT -
---- *NOTE:FOR ALTERNATE ARCH TOP INSTALLA710NS,THE TOP TRACK OR PAae DasCRiP,20N:
[tt
(CONN AS REQ'D) -\��_ / --•----------.• -------- - -____ U-HEADER SHALL BE CUT INTO 6°MINIMUM ADJACENT SEGMENTS.EACH
EBOTTOM MOUNT SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, w
737 i TYPICAL ELEVATION 2 KEYHOLE DETAIL (CONN)AS REQ'D) WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE
N.T.S. N.T.S. 3 ALT. ARCH TO1.1/2"MIN FROM ENDS OF EACH SEGMENT AND SPACED 3"MINIMUM
1 L ALT:FIELD DRILL 03/8° FROM ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE
HOLE(OR LE W HOLE 1 N.T.S. �1DSMSHALL BE LOCCATED 2"SEGMENT
M MINIMUM FROM ENDS OF EACH SEGMENT.
W/KEYHOLE WASHER)
`\\\\ 1111111111 FRANK L 0111NAR00.P.E.
10046141
4.2.000"� }2.000"1 . ,.
f Z.so•-f f-z.so•-f f-2.50°-f f-2.50•-j 1a� 1 '�}1p
1.00° o 1.00" 'D 0.100" = �y/r�.
7--
�lxf 1.199" ri N°.4654 '1.003" STATE OF N^^
24"(MIN)TO 26'(MAX)PANEL COVERAGE 12.000"
28 1/4'MAX TOTAL PANEL WIDTH ..........
MOUNT WITH ''..,5/ E ui�,.0
"CLEARMAXTm"DOUBLE-WIDE PANEL PROFILE FASTENERS DS ALT. FULL PANEL PROFILE ORSSTUDsaT I�IIIIIIIII'' 1W- Z3-a
(SEE GEN NOTE 6) 19 O.C.MAX 1 G N_T.S. (SEE GEN NOTE 6) 13'O.C.MAXID
R Q a
t w wlW
..Ygg#gdd 0.625°
d 1/4-20 IWiI
#@ STUD X 3/4° .�+0
3.000'MAX. O.SOD° _ 6'D.C.
0.198"
I 0.093"TYP. MAXIMUM PANEL MAXIMUM PANEL
0.125" I I 0.280" 0.720" L SPAN SCHEDULE SPAN SCHEDULE �
0.145° }-}o•3a7° 2600"� (POSITIVE CONN.) (W/ "H" HEADER)
ALTERNATE ALTERNATE MAX LOAD SPA S fA
13 B.O. 'F' TRACK 14 STUD ANGLE F45
PAN (� (R) o W
6'=1,-0" 6'=1,_0" (ft) 17.3 8'-7^3 8 " 4z
a
24.2 7'•9" til° E
0.093" 11=5" 34.6 7'-0"
1 �-}0.374' 41.6 6'-W O 2 } A
Typ' 1� 1/4-20 MACHINE I I 10'-1" 55.4 5'-0" N
SCREW STUD X I I so 9'-1" 104 4'•0" r�
3/4"@ 6°O.C. S
r
`Is
8T-4
0MAXIMUM PANELs 7:-7;:
SPAN SCHEDULE
0.093 uUu HEADER)(W/766'a
.....:..:::.
B
�1- 75 1 6'_1" MAX DESIGN
}-2.000"-{ }--2°-{ 80 5'-9" MAX PRESSURES
SPAN POSITIVE NEGATNE
90 5'"1" (R) (P59 (Tu0 55■
15 STUDDED ANGLE 20 'F' TRACK ANGLE loo a'-7" 6'-3" 35 38 14
6"=1'•0" 6°=1'-0° 110 4'-2" 5'-3" 48 48 @
1204'4^ ie B° g��1
g 2 360' 2.250' 2.740.059° O d d d l�� 9
o�C3 0.094" 0.094°
� � MAXIMUM SPAN
r SCHEDULE NOTES: I ,
rr,^, 0.843" I p�
H 0.094' 0 }---2.189' 1. SPANS SHOWN IN'MAX PANEL SPAN SCHEDULES'ARE MAXIMUM
ry I is CLAMSHELL COVER AZ OTWHAE<POS1T'NIVE CONN�EiR7I0N>SPAN3 HEDULfEruY OE USED
N.T.S. 6063-T6 TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED
USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING E COPPPoGMFfWIXUFJ✓fUWDORE
Pw
POSITIVE CONNECTION-Le.ALL INSTALLRRONS WHICH DO NOT
INCLUDE AN'H"OR"U'HEADER. 15-2494
2 125, 0.375 3. THE<WITH°H"HEADER>SPAN SCHEDULE SHALL BE USED FOR
�----2.000" ALL INSTALLATIONS WHICH INCLUDE AN°H'HEADER. SCALE: -
'� 2.554° 4. THE<WITH'U"HEADER>SPAN SCHEDULE SHALL BE USED FOR PAGE 09111P'IIONI
ALL INSTALLATIONS WHICH INCLUDE A"U"HEADER
X 3/4" 5.TABLES ARE VAUD FOR PANELS MOUNTED HORIZONTALLY OR
ALTERNATE O.C. VERTICALLY.CHORGE AN DIRECTION IS ALWAYS PERPENDICULARTO UNE w�
U-HEADER U-HEADER CLAMSHELL TRACK
16 N.T.S. 6063-T6 17 N.T.S. 6063-T6 i9 N.T.S. 6063-T6 C�
L.BENNMDO,P.E.
549
EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE d��
EXISTING HOST CONN TYPE Cl: EXISTING HOST STRUCTURE � �
STRUCTURE— OIRECTr MOUNT`'-` CONN TYPE Cl: CONN TYPE C3: CONN TYPE C2: �Q��'•'
`. 11
_W/.REMOVABLE ANCHOR PER ANCHOR PER ANCHOR PER .�� V .
�� ANCHOR PER --�� ANCHOR SCHED EMBED ANCHOR SCHED ANCHOR SCHED _ a 5 -
ANCHORSCHFA SL4 SMS OR 1/2"MAX No. '
EMBED --��•• EMBED
1/2'MAX raRL3/16VETSPOPAT EMBED 1z13°o.c.Max7 W STAT
�L0 1 '®• ,�"ton
M 7p>.
6 I/4.20 %) •.:..: 7 3 I �i 10 w
m LEG OR EXISTING x 3/4' w EXISTING 1 2 11 ,� 4�IHI 1 �tl U
VR s 1/4-20 x 3/4" GLAZING 111111 1 2
2 rr STUD bIR GLAZING STUDS N w=V�(
INIMUM MAY BE STUDS AT 13" �p�uj MINIMUM z Q J U g W J a
SEPAR PER 1! REVERSED MINIMUM AT 13" w O.C.MAX 17i -SEPAR PER 1/4-20 x Q rr1n�RR Q g l7
SCHED 7d FOR INTER SEPAR PER O.C. n UAL. Y
�-' MINIMUM SCHED 3/a• �+ t Ip w 8
a MOUNT S E MAX —SEPAR PER 'd' LEG B/OR SND DIR STUDS Z
EXISTING L/4-20 0 4 SCHED zz MAYYBEFOR REVERSED
AT 13' W 9
GLAZING STUDS .� Lu
E �AX EXISTING N O.C.MAX
MOUNT N K 3
a GLAZING 1 w2 7 3
0.�AT 3" CONN TYPE C5: 2 ¢ / i0 w
A:! MAX �. ANCHOR PER _ 5 13 11 ��xaCC CONN TYPE C4: ~O
w A m ANCHOR SCHED ANCHOR PER
A:J HOSTANCHOR SCHED
_r AX DST EDGE 1% rz
y 1M/A2X" STRUCT w DIST
CONN TYPE Cl:
EM "'
'
ANCHOR PER EXISTING HOST STRUCTURE CONN TYPE
ANCHOR PER
HOST STRUCTURE ANCHOR SCHED ANCHOR SCHED j
—1--MOUNTING SECTION 2 MOUNTING SECTION s MOUNTING SECTION 4 MOUNTING SECTION "9
3 1 0 VERT SECTION 3"-1'-0" VERT SECTION IV 3°-1'-0" VERT SECTION 3 3'-1'-0" VERT SECTION
* �a S€
NOTE#15)
EGRESS STORM PANEL DETAILS gia
S EXISTING HOST
STRUCTURE NOTE:SHUTTER SYSTEM MAY BE Q
EXISTING HOST ANCHORED THROUGH EXTERIOR WALL d
STRUCTURE REFER TO CORRESPONDING FINISH TO HOST STRIICfURE WITH ANY RF
RMOUNTING CONDITION SHOWN HEREIN.
% MOUNTING SECTIONS/DETAILS
REFER TO CORRESPONDING FOR ANCHOR SPACING S
MOUNTING SECTIONS/DETAILS -: ALUMINUM OR GALVANIZED STEEL SPACE
FOR ANCHOR SPACING • REQUIRED ONLY FOR EIFS,ICF,OR
e ° •,: " OTHER MALLEABLE FINISHES.
• OPTIONAL FOR STUCCO,BRICK,OR
EXISTING OTHER RIGID FINISHES. OPTIONAL METAL BONDED
16 1 16 17 WASHER MAY USED ON THE
GLAZING T
{j EXISTING M D_ ,;,:; INNERSIDE OF THE PANEL
a GLAZING a N w u':..•• a Ile9L
INSIDE MINIMUM w u INSIDE ACCESS w�j .° z A If g �@
ACCESS BOLTS: SEPAR PER N BOLTS: MINIMUM y EXISTING HOST LF- ,,• a ¢¢§
1/4-20 x 3J4' SCHED OUTSIDE w SEPAR PER OUTSIDE STRUCTURE A O J
ACCESS a 1/4-20 x 3/4° SCHED ACCESS '� ,..�:a,
SIDEWALK BOLTS: SIDEWALK BOLTS: ::•. N ANCHORSPER d
D BOLTS W/ 1/4-20 x 3/4' BOLTS RE 1/4-20 x 3/4" ANCHOR SCHEDULE
WASHERED - STUDS AT WASHERED GNUT AT STUDS AT 6a
WINGNUT AT 13'O.C.MAX 13°NO.C.MAX 13"O.C.MAX —SE PER-1
13"O.C.MAX EXISTING GLAZING MI
iy
3 4 14 1520 3 4 14 1 20 SCHED S �
REFER TO CORRESPONDING MOUNTING SECTION THRU � �
MOUNTING SECTIONS/OLTAILS EXTERIOR WALL FINISH °0 "'R'"'°LLeex�wooPE
FOR ANCHOR SPACING I REFER TO CORRESPONDING15-2494
MOUNTING SECTIONS/DETAILS 7 BRICK ICF EIFS ETC.) 6DILLP.f
FOR ANCHOR SPACING 3 N.T.S. VERT SECTION PAOB ossrnlPrlox�
5 MOUNTING SECTION 5 MOUNTING SECTION 9f�
3 N.T.S. VERT SECTION 3 N.T.S. VERT SECTION
. .. � a
.'.'��4.
� `
111141111 KL RENNARDO,P.E.
16549
EXISTING HOST STRUCTURE �� -. �
CONN TYPE Cl:
zd EXISTING HOST •` ,6•
LEG AND/OR STUD MINIMUM R o 1--SPAR PE E I STRU RE ANCHOR PER V r i�
DIRECTION MAY BE SEPAR PER 1J4-20 x w w ANCHOR SCHEM
REVERSED FOR SCHED 3/4" w U SCHED 1 ANY ANCHOR FROM IVO.4 4
INTERIOR MOUNT -{ Q STUDS a EXISTING 1/4-20 ANCHOR SCHEDULE,
EXISTING AT 6" w o• w ANCHORS SPACED
GLAZING O.C.MAX�°' $G�'�...G %3/4" N 2 EQ Q, EMBED •' 166
1a STUDS w 0 6'O.C.MAX. �{�_ STAT
gx AT 9���Cyy SPC e a
--- --- 14 is ]/a" 5 MAX" a w 11 2qi/SS%0 R���1'
Q..:.EDGE MAX d 1/4° E 16 1) a� .."...".•:+ 19 1/4.20 j� ,'YYYYil�11�1I11 1 111zHOST m DIST CONN TYPE CS: MAX EXISTING zd EXISTING x 314' R� zSTRUCT : ANCHOR PER ---' T GLAZING ea N GlAZ1NG STUpS >¢ANCHORSCHED CONN TYPE Cl: I MINIMUM 11 MINIMUM AT 6" 1JapW0ANCHORPER }}}---SEPAR PER-I 1 -SEPAR PER--- O.C. zp ANCHOR SCHED SCHED SCHED MAX W 'N4 w
1 MOUNTING SECTION z MOUNTING SECTION 3 MOUNTING SECTION a MOUNTING SECTION oa
4,
3'.11.0. VERT SECTION 4 3" I'-O' VERT SECTION 4, N.T.S. VERT SECTION c} N.T.S. VERT SECTIONa Cl
ri
BUILDOUT MOUNTING DETAILS *. EXISTING WOOD
TABLE 1 . BUILDOUT ONLY TRUSS/FRAMING c3)�"LAG SCREWS AT
Y4"TAPCONS(SS ITW OR ELCO) Spars Up Spans Up Spans Up 24"O.C.MAX INTO WOOD
SPACED PER TABLE 1: l •+lye. TRUSS/FRAMING WITH
• STAGGERED(SHOWN):Cl t;=G LOAD To 6'-0" To B'-6" 70 31'-4" EMBED �' 1e'MIN EMBEDMENT AND >
(Asn CONN TYPE CONN TYPE CONN TYPE 1/4"MIN EDGE DISTANCE
• NON-STAGGERED:C2*OFA
"x3"x)e",2"x3'xy',OR x Cl C2 C3 C2 Cl C2 Fd
(NON-STAGGE3'x3"x%",6063-76 30 13.0"'ll
13.0"13.0"13.0"13.0"11.8" EQ Q• EXISTING 9
SHALL BE PLACEDALUMINUM BUILD-OUT TUBE 38 13.0"i3.0"13.0"32.4"13.0" 9.3" EXTERIOR FINISH t w
THE BU
814 SMS SPACED PER z 47 13.0"13.0.13.0"10.1"13.0" B.S'
TABLE 2,CONN TYPE C2 O 54 13.0"12.4.13.0" 8.8" 13.0" 8.S' w D! C TGii a z p
EXISTING HOST ,MIN(TYP) 120 13.0" 8.5' 13.0-.7' B.S" 13.0" 8.5" 16 17 ¢a Pu
STRUCTURE _30_10.9" 6.6" 7.7" 4.6" 5.8" 3.5" a ZZ=
"MAX 3 38 8.6" 5.2" 6.1" 3.T' 4.6" EXISTING R gOO47 7.0" 4.2" a.9" 3.0" 4.2" GLAZINGag54 6.1" 3.6" 4.3" 4.2" 2"x5"xya"6063-T6 2"MIN FOR _ 12oa.24.2" 4.2" ALUM ANGLE OR P,STAGGEREDH�i _30 13.0" 8.5" 10.0" 6.0" 7. 4.5" MINIMUM
INSTALLATION0 °0 38 11.2" 6.7" 7.9" 4.T' S.9" 3.6" a"ALUM PLATE SEPAR PER-�
w 0 47 9.1" 5.4" 6A" 3.8" 5.4" 3.3" SCHED p
a0. 3 54 7.9" 4.7" 5.6" 3.3" 5.4" 3.3" WOOD TRUSS u
g 222" 120 5.4" 3.3" 5A" 3.3" 5.4" 3.3"
-L 6 MOUNT DETAIL }
I"x3"xy",2.x3"xye, TABLE 2*: BUILDOUT ONLY N.T.S. VERT SECTION J
i3 OR 3'x3'xy', 5 ans Up Spans UD Spans Up64-CH)
N60636 ALUMINUM D
t LOAD To 6'-0'• To 8'-6•' To 11'-4" EXISTING PASS RZ e�
C L0-OUT TUBE (per CONN TYPE CONN TYPE CONN TYPE ¢ {al d�.!
DRi 2"MIN FOR R p THRU WINDOW SILL y 6 It CI
E STAGGERED N w - C1 C2 C1 C2 C1 C2 (WOOD,GRANITE,
INSTALLATIOcZd 30 13.0"13.013.0"13.0"13.0"13.0" TABLE 3: MARBLE,ETC.) 1/4'EQ ¢cn 38 13.0"13.0"33,0"13.0"11.38.1" T
MAX4713.0"13.0"12.2" 9." 10.3" 6.8" $14 WOODI11113.0"13.0"10.6" 7.2" 10.3" 6.8" );"ITW SS y4"ALL POINTS Ir' 2: 120 10.3" 6.8" 10.3" 6.8" 10.3" 6.8" TAPCONS WITH SOLID-SET WITH SCREWSWITH MIN ��++ S TMRU� EXISTING HOSTli I� -- ly4"MIN EMBED 2/a"MIN EMBED PENETRATIONiNAT 12"O.CSTRUCTURE _ Q NOTES:
1. TABLE 1 AND 2 APPLY ONLY TO BUILDOUT CONC CMU CONC CMU WOOD x)a'OR(1)
ANY STUDDED ANGLE OR'F MOUNTING DETAIL(7/3). ,6063.76 E
y�TAPCONS(SS rrw OR ELCO) TRACK APPROVED HEREIN 2. TAPCONS SHALL BE INSTALLED WITH THE 12 O.C. 8'O.C. 12°O.C. 11'O.C. ]2"O.C. EMBED. GLES) G07Rd11RwC4LBNiVA00PE
SPACED PER TABLE 1: FOLLOWING MINIMUM EMBEDMENT:
• STAGGERED(SHOWN):Cl 81a SMS SPACED PER E 3 FOR
TABLE 2,CONN TYPE Cl TO CONCRETE:1Y4"MIN EXISTING HOSTSPACING 15-2494
• NON-STAGGERED:C2 • TO HOLLOW BLOCK:1%"MIN STRUCTURE:HOLLOW acnLe:
(NON-STAGGERED ANCHORS TO WOOD:Iy1°MIN BLOCK,CONCRETE(3K 31 PAae orscxspnoxr
SHALL BE PLACED AT CENTER 3. REFER TO SHT 6 FOR ADDITIONAL MIN),OR WOOD(G>0.55)
OF THE BUILD-OUT
BUILDOUT ANCHOR NOTES. PASS THRU
4. THESE MOUNTING CONDITIONS MAY BE 0e�
5 MOUNTING DETAIL USED INDEPENDENTLY OF ONE ANOTHER AND 7 WINDOW DETAIL
IN CONJUNCTION WITH OTHER MOUNTING N.T.S. VERT SECTION
N.T.S. VERT SECTION
4 CONDITIONS/DETAILS DEPICTED HEREIN. 4 a
FfuWK G BEtINNU)O,P.E.
- ""`Ill) (0046549
CLOSURE DETAILS E
1 2 11 3 No.4654
MINIMUM SPAN TOP OR BOTTOM MOUNT MINIMUM SPAN
nz WITHOUT CLOSURE = a. STATE OF o N
1AX SCHEDULE c c SCHEDULE NOTES: i
z �S + g ? 1. SPANS SHOWN ABOVE ARE MINIMUM �',�0II'�'Az0 R`�'
ONE(1)CLOSURE AT 0 l9 5 G ,, F Th Uj
T TOP OR BOTTOM C o zd a zd Td" ALLOWABLE SPANS BASED ON ANY ��i810 N A&' Z=-:m a }�
o = 0 COMBINATION OF MOUNTING pg1ll1Llpllll W
-E%ISTING HOST 3 CONDITIONS AT TOP OR BOTTOM. PANEL >V LL i
STRUCTUREH p m C LENGTHS LESS THAN THOSE NOTED IN a z
g DIRECT MOUNT 32" 30-133" 30" 30" 32" 30" 30" TABLES ABOVE ARE NOT ACCEPTABLE. �hYy L m w
O� STUD ANGLE(WALL MOU 32" 30" 33" 30" 30" 32" 30" 30" 2. NO SEPARATION FROM GLASS IS Z
$$$ 1 WALL MOUNT CLOSURE ON °F"TRACK 33" 30" 35" 30" 30" 33" 30" 30" REQUIRED WHEN PANEL LENGTH IS WWW w
tD O REVERSE"F°ANGLE 32" 30" 33" 30" 30" 32" 30" 30" GREATER THAN THAT NOTED FOR N ; a
3°=1'-0" PLAN VIEW �-� RESPECTIVE MOUNTING COMBINATIONS
5 V B.O.2X5+STUD ANGLE 32" 30" 33" 30" 30" 32" 30" 30" .o4 C
O B.O."F"TRACK 32" 30" 33" 30" 30" 32" 30" 30" ABOVE.3. SIDE CLOSURES REQUIRED IF GAP
'H'HEADER 30" 30" 30" 30" 30" 30" 30" 30" <
O BETWEEN PANEL AND STRUCTURE
F STUD ANGLE P MOUNT 2L 30" 33" 30" 30" 32 3U' 30" EXCEEDS DISTANCE SHOWN IN
HORIZONTAL SECTION DETAILS(REF.
DETAILS 6/3,7/3 AND 9/3).
VAUD FOR
MINIMUM SPAN BOTTOM MOUNT 4. TS MOUNTEDLES HORIZONTALLY
SCHEDULE PANELS MOUNTED HORIZONTALLY OR
C c VERTICALLY.
0 j V w + w j 5. TOP/BOTTOM CLOSURES MAY n
EXISTING HOST g o z o CONSIST OF NON-STRUCTURAL 20ga
STRUCTURE,TYP NO TOWBOTTOM CLOSURES g a 2 zd ¢f N
11 2 1 0 0 (0.018'MIN)GALV STEEL OR 0.022"MIN
1/4" 4 202 f°,. O x 2 SHEET ALUMINUM OF ALLOY 5052-H32 OR q
1-1°70 5" MAX I o G 3 m m El 3004-H34. REFERENCE DETAILS HEREIN
¢ I � FOR DEPICTION OF TOP/BOTTOMa
DIRECT MOUNT 53" 32"1 55" 32" 32"1 53" 30" 32" CLOSURE MOUNTING REQUIREMENTS. Q w
STUD ANGLE WALL MOUNT) 32" 30" 33" 30" 30" 32" 30" 30"
F- 6. STORM PANELS MAY BE INSTALLED
•F"TRACK 55' 33" 57" 33" 33" SS" 30" 33" Gi
O WITH A IZ"MINIMUM SPAN WHEN
OVERLAP O REVERSE"F'ANGLE 32" 30" 33" 3ff
32" 30" 30" INSTALLED WITH A CLOSURE ANGLE AT p p
' - 8.0.2x5+STUD ANGLE 32" 30" 33" 3 32" 30 30" gpT}I TOP AND BOTTOM. -, 3
ANCHORS AT 12.0°O.G FOR P=59psf OR a B.O.°F°TRACK 53" 32" SS' 3 53" 30" 32" O
LESS,OR AT 5.9°O,C.FOR P=120psf OR LESS O 'D ti?
(USE ANY ANCHOR FROM ANCHOR SCHED) I- "H°HEADER 30" 30" 30" 3 30" 30" 30" nc
STUD ANGLE RAP MOUNT) 32" 30" 33" 3 32" 30" 30" ¢F'i
z TRAP MOUNT CLOSURE
c0 3"=V-0" PLAN VIEW
EXISTING HOST STRUCTURE
S ANY MOUNTING CONDITION MAY
4 BE USED.END CLOSURE MAY
ALSO CONSIST OF STUD ANGLES,
g8 U-HEADERS,OR H-HEADERS. a a a
,t� BEND PANEL AROUND 1 2 1112
*—IMAX d sl
CORNER&STITCH TO
f4, / ADJACENT PANEL WITH 1 2"x2"(MINIMUM)CONTINUOUS ANGLE
C q-20 BOLTS & 2 FASTENED WITH sg1
R O HERED WINGNITTS 11 SAME WINGNUT Y �
RFS AT 2"• C(TYP) MIN.PANEL OVERLAP 8 USED TO FASTEN
I f�) SHALLEL 1.5 TIMES PANEL TO MOUNTING
GLE + / THE PANEL PROJECTION ANCHORS AT 12.0'O.G FOR EQ EXTRUSION OR a
FASTEN PANELS TO EXISTING HOST FROM THE EXISTING P-59p5f OR LESS,OR AT 5.9'O,C. EQ DIRECTLY TO HOST' n "•
g HOST STRUCTURE OR VAR STRUCTURE HOST STRUCTURE PROJECTION FOR P=120pst OR LE55(USE ANY STRUCTURE � 8
> ANCHORAGE TO HOST
TO STUDDED ANGLE °'�'•'`�+•• ANCHOR FROM ANCHOR SCHED) tbPlItl01RRW0ILlBNMDOPE
(TOP&BOTTOM)AT STRUCTURE PER
CORRUGATION
CLOSEST TO CORNER EXISTING HOST ""''':'�' MOUNTING SECTIONS .e 5-2494
(EACH SIDE) STRUCTURE pAae DlSeRiPnRM
3 CORNER CLOSURE 4 PANEL OVERLAP 5 BUILD-OUT CLOSURE r6 TOP BOTTOM CLOSURE
5 N.T.S. PLAN VIEW 5 N.T.S. PLAN VIEW 5 3"-1'-0" PLAN VIEW 5 N.T.S. VERT SECTION 7
``\``,L1111111111 I K LL OENNARDO,P.E.
ANCHOR SCHEDULES
2"MIN EDGE DISTANCE 3/4'MIN EDGE DISTANCE J J •• 1
G pans Up To - pans Up To 8-W Spans Up To 121-011 pans Up To 6• Spans Up To Spans p To ••'�•if,
ANCHOR LOAD ANCHOR ,t'
Gi CONU.'TYPE-a CONN TYPE CONN TYPE pgc �fl CONN TYPE CONN TYPE CONN TY `yO,
=N _ (PsQ C16 C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 C4 C5 .9 `13 Cl C2 C3 C4 CS Cl C2 C3 O4 CS Cl C2 C3 :CS '
1/4"ELCO ULTRACON OR ITW 30 13.0"113.0'113.0"13.0.13.0"13.0"113.0"13.0'13.0"13.0"13.0"10.6"13.0"13.0"13.0" 1/4'TAPCON(ELCO OR ITW) 30 13.0113.0"113.9.13.9'13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"19.7" 13.0" 3.0"
SS TAPCON WITH 1.3/4' 38 13A"13.0"13.0"13.0"13,9'13.0"13.0"13.0`'13.0"13.0`'13.V'l 8.3" 6.5" 13.0" 9.0" OR @14 WOOD SCREW W/ 38 13.0"13.0"113.0"13.0"13.0.13.0'•13.0"130 13.0"13.0"13.0° 7.6" 60" 1 5.21, qr ® N F
EMBED(3192 PSI MIN CONIC) 47 13.0"13.0"13.0"13.0'13.0"13.0" 9.5" 7.4' 13.0"13.0`'13.0" 6.7" 5.3" 13.0" 7.2" 1-1/2'EMBED 47 13.0"13.0"13.0"13.01113.0"13.0' 8.7" 6.8" 13.0' S.9" 13.0" 6.2" 4.8" 1 .2' C a
54 13.0"13.0"13.0"13.0"13.0"13.0" 8.3" 6.5" 13.0" 8.9" 13.0" 5.9" 4.6" 11.7" 6.3" 54 13.0 13.0"13.0"13.0"13.0"13.0" 7.6" 5.9" 12.9" 5.2" 13.01 5.4" 4.2" 9. a
120 5.4" 5.3" 4.1" 5.3" 5.7" 3.8" 3.7" 3.6" 4.0" 120 4.9" 4.8" 3.8" 4.3" 3.3" 3.5" 3.4" 2.7" 3.0' 2.3" 2.5" Z.4" 2.2" '••' o g
og p
L tL U
"2.0"ltl �i
1/4•ELCO PANELMATE WITH _30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0.13.0"13_0" 1/4"ELCO PANELMATE 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13,0'13.0"13.0"13.01 13.0"13.0 13.0'. 1 Y �$
1-3/4"MIN EMBED(3350 PSI 39 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0'13.0"13.0"13,0"10.7" 8.3" 130 11.5" (FEMALE,MALE,OR PLUS)W/ 38 13,0"13.9'13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.3" 8.1" 12.1" 5.9" Yfflff 11 0'a
MIN CON .-47-,13.0",k3.0'13.0"13.0"13.0"13.0"12.2" 9.5" 13.0"13.0"13.0" 8.6" 6.T' 13.0" 9.3" F 1-7/8"miff EMBED 47 13.0"13.0"13.0"13.0"13.0"13.0"11.8" 9.2" 13.0" 6.8. 13,0' B.q" 6.S' 9.8" 4.8" rnQ W
* 54 13.0"33.0"13.0"13.0"13.0"33.0"1D.6" 8.3" 13.0"11.4"13.0" 7.5" 5.9" 13.0" B.1" 54 13.0"13.9'13.0"13.0"13.0"13,0"10.3" 8.0" 12.0" 5.9" 13.0" 7.3" 5.7" B.S' 4.2" Z"Q-
GGG+++ _ _ 120 6.9" 6.8" 5.3" 6.5" 7.3" 4.9" 4.8" 3.7" 4.6" 5.1" 3.4" 3.4" 3.3" 3.6" o * 120 6.7" 6.5" 5.1" 4.7" 3.8" 4.7" 4.6" 3.6" 3.3" 2.7" 3.3" 3.3" 2.6" 2.4" W]( W
Q 1/4.20 ALL POINTS SOLID-SET 30 13.0'13.0"13.0"13.0"13.0"13.0"13.0"113.0-113.0111W 13,0"10.6"13.0"13.0"13.0" v 7/16•WOOD BUSHING 14/7/8' 30 13.0"13.0"13.9'13.0"13.0'13.0"13,0`1 13.0`1 13.0"13.0"13.0• 5.8" 1301 13.0"13.0" i•Wl m
.p U WITH 7/8"MIN EMBED 3000 38 13.0`'13.0"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" MIN EMBED&1/4-20 S.S. 38 13.0"13.0"13.0'13.0"13_0"13.0"13.0'13.0"13.0"13.0"12.2' 4.5" 3,5" 12.2" 3.6
i PSI MIN CONC) ( 47 L3.d'13.0"13.0"13.0"13.0"13.0" 9.611 7S" 13.0"13.0"13.0" 6.8" 5.3" 13.0" 8.5" $ MACHINE SCREW 47 13.0"13.0"13.0"13.0"1.3.9'13.0" 5.2" 4.0" 13.0" 4.1" 9.9" 3.7" 2.9" 9.9" 2.9" In d�.3
8
C ,�rraw 54 13.0"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" 54 13.0"13.0"13.0"13.0"13.0"12.1" 4.5" 3.5" 12,2" 3.6" B.6" 3.2" 2.S' 0.6" 2.5" o uJ
w�•
120 5.4" 5.3" 41" 5.9" 6.6" 3.8" 3.8" 4.1" 4.7" 3.3" * 320 2.9" 2.9" 2.2" 3.2" 2.3" 2.3" 2.0" 2.2" ti
1/4-20 POWERS CALK-IN WITH 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.9' 6.7" 13.0"11.5'11.5' 1/4"LAG SCREW OR HANGAR 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0'13.0"13.0"13.0"13.0"12.7"13.0"13.0"13.0"
7/8'MIN EMBED(3000 PSI MIN 38 13.0"13.0"13.0`1 13.0"13.0"13.0"13.0"13.0"12.8"12.8"13.0" 5.3" 4.1" 9.1" 5,2" BOLT WITH 2-3/32'MW 38 13.0"13.0'13.0"13.0"13.0"13.0"13.0'13.0"13.0"13.0`'13.0'10-0" 7.8" LIZ' 5.7'
CONIC) 47 13.0`'13.0"13.0"13.0"13.0'13.0" 6.0" 4.7" 10.4"30.4"11.5" 4.3" 3.3" 7.4" 4.Z" THREAD PFNETR -}P�INFNmD`- 47 13.0"13.0"13.0"13.0"13.0'13.0"11,4" 8.9" 12.9' 6,4" 13.0° 8.1" 6.3" 9_S° 4.6" '•+,
,yam 54_13.0`'13.0"13.0'12.8"12.8"13.0° 5.3" 4.1" 9.0" 5.2" 10.0" 3.7" 6.4" 3.7' 54 13.0"13.0"13.0"13.0"13.0"13.0"10.0" 7.8" 11.2" 5.6" 13.0" 7.1" S.S" 7.9"_ 4.0", y
* 120 3.4" 3.4" 3.0" 3.3" - * A 120 6.5" 6.4" 5.0" 4.5" 3.6" 4.6" 4.5" 3.5" 3.1" 2S" 3.2" 3.2" 2.S' 2.2" 4$+
1/4°ELCO UL7RACON OR ITW 30 13.0"13.0"13.0"13.0"13.0"11.7"11_7"11.7" 9.4" 9.4" 8.3" 3.1" 8.3" 6.7" 6.7" 1/4'TAPCON(ELCO OR ITW) 30 13.0"13.0"13.0"13.0"13.0`'13,0"13.0`'13.&'13.0"13.0"13.0" 6.2" 13.0"13.0"113.0 ZZ 4
55 TAPCON WITH 1-1/4° 38 13.0"13.0"13.0"10.5"10.5" 9.3" 9.3" 99" 7.4" 7.4" 6.6" 5.3" OR P14 WOOD SCREW W/ 38 13.0"13.0.13.0"13.0"13.0"13.D"13.0".13:0"13.0"13.0"13.0" 9.9" 3.8" IO.B" 3.7" ¢a 0O
8 EMBED q7 10.6"10.6"10.6" B.5" 8.5" 7.5" 6.0" 6.0" 5.3" 4.3" 1-1/2'EMBED 47 13.0"13.0"13.0"13.0"13.0"33.0" 5.6" 4.q" 12.3" 4,2" 10.7" 4.0" 3.1" 8.7" 3.0"
m 54 9.2" 9.2" 9.2' 7.4" 7.4" 6.5" 5.2" 4.6" 3.T' S4 13.0"13.0"13.0"13.0"13.0"13.0" 4.9" 3.B" 10.7" 3.6" 9.3' 3.5' 2.7" 7.6" 2.6"
120
zr' 120 3.2" 3.1" 2.4" 3.1" 2.3" 2.P' 2.2" 2.2"
c
w
u --- 3 " 13.0" 8.3" 8.3" o
� 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"11.7"11.7 1.0 7.1
gggg 1/4'ELCO PANELMATE WITH 30 13.0`.13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 5.4" 3.. "13.0"13.0" t/4"ELCO PANELMATE
3 11 1.1/4'MIN EMBED 38 13.0"13.0"13.0"13.0"13.0"13.0'13.0"13.0"33.0"13.0"11.5" 4.3" 3.3" 10.5" 5.1" (FEMALE,MALE,OR PWS)W/ 38 13.0"13.0" 13.0"13.0"13.0"13.0" 13.0"13.0" 9.2' 9.2" 13.0" 5.9' 4.4" 6.5" 3.2"
C j 47 13.0"13.0"13.0"i3.d'13.0"13.0" 4.9" 3.8" 11.9"11.9" 9,3" 3.5" 8.5" 4.1" 1.7/8" N EMBFA 47 13.0"33,0'13.0"10.6"10.6"13.0" 6.4" 5.0" 7.5" 3.7" 12.1" 4.5" 3.5" 5.3" 2.6" C a Z P Q
p 54 13.0"13.0"13.0"13,0"33.0'11.4" 4.3" 3.3" 10.4" 5.1" 8.1" 3.0" 7.4" 3.6" * S4 13.0"13.0"13.0' 9.2" 9.Y' 13.0" 5.5" 4.3" 6.5" 3.2" 10.5' 3.9" 3.1" 4.6" 2.3" �1�j
'T a 120 3.2" 0 120 3.6 3.5" 2.B" 2.5" 2.0" L5" 2.5" .0 5 4
m 1/4-20 ALL POINTS SOLID-SET 30 13.0"13.0"13.0"33,0"13,0`'13.0"13.0"13.0"13.0"13.0"13.0" 8.9" 13.0"13.0"13.0" g 314"LAG SCREW WITH OR 30 13,0` 13.0 13.0"13.0'13.0"13.0"13.0"13.0"13.0"13.0"13.0"12.7"13.0"13.0"13.0" p w
�9pp 3 WITH 7/B"MIN EMBED 3B 13.0"13.0`'13.0"13.0"13.0"13.0"13.0"13.0"13.0"_13.0"13.0" 7.0" 5.5" 13.0" 7.3" 3 HANGAR BOLT 2-3/37'MIN 38. 13.0";13.0"13.0"13.0"13.0"33.0"13.0"13.0.13.0"13.0`13.0'10.0" 7.8" 11.3" 5.7" g
G - _ ,. THREAD PENEITt READ
47 13.0"13.0"13.0"13.0"13.0"13.0" 8.0" 6.3" 13.0"13,0"13.0" 5.7" 4.4" 10.6" 5.9" QNRE�� 47 13.0 13.0 13.0"13.0"13.0"13.0"11.4" 8.9"rk-F 6_4" 13.0" 8.1" 6.3" 9.1" 9.6"
-_ - -- ._. ..... ... - �g
• s * 54 13.0`13.0"13.0°13.0"13.0"13.0" 7.0" 5.4" 13.0" 7.2" 13.0" 4.9" 3.9" 9.2" 5.1" * �4Rf<R1D 54 13.0 33.0 13.9'13.0"t3.0"13,0"30.0" 7.8"120 4.91 4.4" 3.S' 42" 46" 32" 31" 32" c� 120 6S" 6,4" 5.0" 4.5" 3.6" 4.6" 4,5" 3.5" " 2.5" 3.2" 3.2" 2.5° 2.2" to S
ANCHOR SCHEDULE NOTES:
1. 1/4"TAPCONS MAY BE BY ITW(STAINLESS STEEL)OR BY ELCO. "ELCO PANELMATE"ANCHORS MAY
BE MALE,FEMALE,OR PANELMATE PLUS,AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32"OR
WASHERED 5/8"HEX HEAD.
2. ENSURE MINIMUM 2"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. b
EDGE DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO WOOD. d d d li m '
3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND
D EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. R y
6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN g
CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS �+E �•g'�
TO WOOD FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE'(FOR G=0.55 OR GREATER DENSITY) 5 fl 6a
OR-SPRUCE-PINE-FIFV(FOR Gm0.42 OR GREATER DENSITY). OOPiW41(f PAXLBm"MPS
7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES 15-2494
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN
SPAN SCHEDULE SHALLAPPLY. scALE,
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR v►ce DEacaIPDLON•
AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT")U.N.O.
9. IK DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST
STRUCTURE ONLY WITH THESE ANCHORS,LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO
ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE.
10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
0
FRANKL SENNARDO,D.E.
�.. No.4654
STATE OF Z: �
M
111111111{11 1� W U BI 6
rn gni >Lm W
POSITIVE CONNECTION H-HEADER U-HEADER l`J`l ° $
MINIMUM GLASS MINIMUM GLASS MINIMUM GLASS W Nui
� �
SEPARATION SCHEDULE SEPARATION SCHEDULE SEPARATION SCHEDULE Moi
MINIMUM MINIMUM MINIMUM MINIMUM
MINIMUM MINIMUM
SEPARATION SEPARATION SEPARATION ,.
SPAN SEPApAT10N AT SPAN SEPARATION AT SPAN SEPAPATION AT
LOAD AT DR AT OR AT OR .^r
(PSF) LESS ELEVATION a LESS ELEVATION> LESS ELEVATION>
BELOW 30' BELOW 30' BELOW 30'
THAN 30'ABOVE THAN 30'ABOVE THAN 30'ABOVE
ABOVE ABOVE ABOVE
GRADE GRADE GRADE GRADE GRADE GRADE
4'-0" 7.73'• 1.65" 8'-7" 8.60" 7.17" 6'-3" 3.98" 3.21"
38 _7'•0" 7.73" 4.38" 7'-9" 8,60" 6.69" 5'-3' 3.98" 2.58" T 6
12'-0' 8.,., 8.78" 7'•0' 8.60" 5.97" 4'•4' 3.98" 2,24" 1pryy q
4'-0" 7.73" 1.69' 6'•0" 8.60'• 9.94"
W.
40 7'-0° 7.73" 4.56" 4.10' g a�
8.33" 8.33" 4'-0" 8.6D" 3.58"
R 4'•0" 7.73" 1.77" E V1
45 7'-0' 7.73' 5.01" p a� J W q
7.73" 7.39" 8
4'-0' 7.73' 1.86" GLASS SEPARATION S
so 71-0" 7.73" SAS"" SCHEDULE NOTES: Sq
§ 9'-1" 7.73" 6.87" 1. GLASS SEPARATION SCHEDULE
4'•0" 7.73" 2.03" PROVIDES MINIMUM SEPARATION 74
60 7'-0' 7.73" 6.34" DISTANCE REQUIRED BETWEEN EXTERIOR u e
V-7' 7.73" 5.57' FACE OF GLAZING(OR OTHER PRODUCT
4'-0" 7.73" 2,20" BEING PROTECTED)AND INTERIOR FACE
OF INSTALLED STORM PANEL
70 6'•7' 7.73" 6.38" 2. SEPARATION DISTANCE PER THIS
' 120 3'-30" 773" 2 74" SCHEDULE IS REQUIRED FOR USE WITH N V7
POSITIVEIOADS ONLY.
o
-CU.SEPARATION'FROM'GLASS IS- pp
6AEQUIRED ONLY-WHEN INSIALLE2� 1 2 P�d d g
WITHIN ASTM WIND ZONE 4 AND i3 g
,-ESSENTIAL FACIUTIE:S. IdddlAi
8
D � e
CW MNCM FPAM(LBEIPINDOPE
15-2494
BGLEf
pAgB DE9CRIPRONI
7