HomeMy WebLinkAboutRevision i
OFFICE USE ONLY:
DATE FILED: 1 o4 aGa U PERMIT# C oo l- OD 0 V
REVISION FEE: 9 S.Do RECEIPT#
i
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
112. c i:�n Vy\vp�mc t- r
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Geer �an2\ �a�Y\�,ex i v�of
CONTRACTOR INFORMATION:
! STATE of FL REG./CERT.#: — ST. LUCIE CO CERT. #: w*aq or\c 3
BUSINESS NAME:
QUALIFIERS NAME:
ADD SS: 4AU En �`'i.Sg
CITY: ;�-►-[_� -tP— STATE: fit— ZIP: 3qq
PHONE-(DAYTIME): 1 a 901 qO1(0) FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCMTECT/ENGINEER INFORMATION:
I
I
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
SLCCC: 9123109
Revised 06130117
REVISION
Florida Building Code Online / Page 1 of 2
i
BCIS Home Log In I User Registration j Hot Topics Submit Surcharge Slats&Facts I Publications Contact Us i BCIS Site Map Links Search
Nr
a used uct Approval
User
t ;'
Product Approval Menu>Product or Application Search>Application List>Application Detail
xaYc. r
FL6417-R5
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 Ext203
Craig.hampton@polymerindustries.com
Authorized Signature Frank Bennardo
frank@engineeiingexpress.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
L 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 �(�9
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Troy Bishop,P.E.
J1 Validation Checklist-Hardcopy Received
Certificate of Independence FL6417 R5 COI Indea.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.Ddf
Sections from the Code
hq://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQWtDgs7kTE8Waj_12s... 1/21/2020
Florida Building Code Online Page 2 of 2
i
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 escription
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 II Dwg.Ddf /
Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E PE�0046549
Impact Resistant:Yes Created by Independent Third Party Yes
Design Pressure:N/A Evaluation Reports
Other:See engineering drawings for design lim(tations FL6417 R5 AE EvaI df(allowable spans,mounting conditions,anchor oc.) Created by In" ndent Third Party:Yes
Back Next
Contact Us*:2601 Blair Stone Road Tallahassee FL 3 399 Phone:850-467-1824
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 e-mall address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional 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
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
dick e e.
Product Approval Accepts:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgs7kTE8Waii2s... 1/21/2020
JIBE
>�. N 0 =,9 %
® � POLYCARBONATE STORM PANELS (Non-HVHz) _ es4s o�
08
>~
y� GENERAL NOTES:
f--2.50"--j 0.100" t-2.50"-� 0.300' I 2.50"-t MISSILE IMPACT IPROTECTIVE SYSTEM IN ACCORDANCE S SYSTEM HAS BEEN TESTED AND EVALUATED
THE REQUIRREEMENTS OF
3/8" TYP THE FLORIDA BUILDING CODE SIXTH EDITION(2017))AND THE
1.00" ° ''� TYP �` 3.00• MIN �'`o "\ 3/8'MIN INTERNATIONAL BUILDING/RESIDENTIAL CODE PERASTM STANDARDS 9330, �6„� l,( 1
0 2� 0 �+ y EI886,&E1996. PANELS ARE APPROVED FOR USE IN FLORIDA OUTSIDE THE N F
tl",y `o° tl•,y p. �1°t �1•t tiQ ri .�• �1•I HIGH VELOCITY HURRICANE ZONE,OR THROUGHOUT OTHER AREAS kin .2 �5 I�`--� y I y :�--'1' V I GOVERNED BY THE IBC/IRC. w o ._
�---IY(MIN)TO 13'(MAX)PANEL COVERAGE---� �--•-6 1/2,MAX COVERAGE--} 2)NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE -E �>V.,
DESIGN OF THIS PRODUCT. Q
35 3/16"MAX TOTAL PANEL WIDTH 8 3/4'MAX TOTAL WIDTH MOUNT WITH 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE L94 P W a x $
MOUNT WITH FASTENERS c WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 3OB-SPECIFIC J( a t m a„
BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC �u N O_
FULL PANEL PROFILE FASTENERS HALF PANEL PROFILE oRSTUDs AADQHAPTERU60'L OFMTISIE�FLo°ruEo"'BULmDINc"croCCODe°s+"AUBEL�"Ess`s`THAN71p $3� �
3�-1'•0' OR STUDS AT 2 AT 6-1/2
F (SEE GEN NOTE 7) 13'O.C.MAX 3'=1'-0" (SEE GEN NOTE 7) O.C.MAX OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY U)cc s x uZi
y VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
C STUD AND/OR LEG DIRECTION }--2.000• 4)DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED b 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
0.313° 0.563" -}-- O'S00' 0.375' °.38D'{-� 0.665° 0.125°
0.313" 0.285' THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
0.688" * T"� 0.275" ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN
1 I CONWNCTION WITH THIS DOCUMENT.
In 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND
(n &•n090p" 0.650• 0.320' a CLOSURE SUPERIMPOSED LOADS IS OursIDETHE SCOPE OF THIS CERTIFICATION AND
c 0.125" ri. n SHALL BE VERIFIED BY OTHERS,
ry TYP $ 0.092°TYP 0.095" ANGLE� 7)CLEAR POLYCARBOATIi STORM PANELS(FULL,HALF,&DOUBLEWIDE)
2.Opp" { 2.0ow TYP 6--1'-0' MAY VARY IN'COVERAGE"WIDTH UP TO THE RESPECTIVE MAXIT-0A
HEREIN PROVIDED THATTHE PANEL PROFILE HEIGHT BE MAINTAINED.
BUILDOUT PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM v o
REVERSE 'F'TRACK 'F' TRACK SPACING SHOWN FOR EACH PROFILE
STUD ANGLE �1 'F' ANGLE 5 6"=1'-D" 6 W-1•-0" TRANSPARENT P ALL RBONATE OTECTIONSNELS SHALL BE YSTEMS,Inc MANUFACTURED By Q ua
3 6"-1'-0• 4 6°=11
' 0.096" 9)THI5 PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARBOATE ti o
2.250" PANELS ONLY.ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH E yL^p
THICKNESS t-0.100'(".030°)AND SWILL BE MANUFACTURED FROM 100% °_R
SYNTHETIC THERMOPLASTIC POLYMER RESIN(UV STABILIZED).TYPICAL a'y 00.35" .ma 0•D99" SYNTHETIC THERMOPLASTIC POLYMERTENSILE STRENGTH FY-8.908 KSI, O S R.<
T "? 0.099' FLEXURAL STRENGTH FDy-12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI. � �
WIDTH UNLIMITED n o co ary�/Ae �"o �rvy 10)ALL EXTRUSIONS SHALL BE 6063•76 ALUMINUM ALLOY,U.N.O. a g Q
r 'R 9i 2� 2.000" 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE p
IL lOP MOUNT MOUMTNS '" o I xv LABEL PER PANEL CONTAINING THE ON SYSTEM a
`` `` j0.865°j 11'-ILL. 0.067" S4
0 (CONN AS RIQ'D) SECTIONS -T MIN r TRANSPARENT PROTECTION SY5173-05,INC.
0.067' BENS LEM,E330 PE886& 199
...,s........ .... ............ ...... 00.60' NIA
AST4 E330,E1886&E1996
0.375` PRODUCT APPROVAL NUMBER
KEYHOLE WASHERED 12)STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM
S NCE
WASHER WINGNUT 'H' HEADER CONSTRUCTIIOON TESTING CORPORATION(CTC OF MIAMING LOADS SHOWN HEREIN, ,F FL)RTEST REPORTS
4 $ 9 10 904-009-FEASTM&504.009-LC-ASTM,AS WELL AS HURRICANE TEST LAB _t:C'
6'-1'-O° 6'-1'-0" 6"-1'-0"
((HTL OF RMERA BEACH,FL)TEST REPORTS 50239-0107•05,50239-1013-07,
a PLAN
WIDTH UNLIMITED 90239.0312.06,#0239-0110.07ï-0813-06. 8 S
,- TOP MOUNT' MOUNTING 13)TOP&BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD Ya�g
a -•� P CONDITIONS DICTATE.PANELS MAY 9E MOUNTED VERTICALLY OR ���d d�l
V (CONN AS REQ'D) SECRONSI HORIZONTALLY AS APPLICABLE.
/ 0�" \ 14)USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY g
/ \ MOUNTING CONDITION.HOLES MAY BE FIELD DRILLED AT 0316"(OR 05/8' I d d o l p' 1
21 I i .58" WITH KEYHOLE WASHER)WITH ANY FASTENER TYPE WASHERED HnnNGNurs
a / SHALL HAVE 0.065"MINIMUM WASHER DIAMETER.
a 15)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED �a 9
( TL
ux o I STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF to kg'39
/ I 'T , 012 606KS RHE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TO
n V) ALLOW THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING. L L 9
RESULTS MAY VARY ACCORDING TO INSTALLATION,END-USER,ANDgap 2 gv
a I TRAINING,ETC, ENGINEERING EXPRESS AND TRANSPARENT PROTECTION
SYSTEMS DO NOT'ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATEDaFWt%L aB�W1alCPE I
..... ..... .. ......... .i =r_.. \ / w WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. 15-2494
$ BOTTOM MOUNT -- - \ / I ue
(CONN AS REQ'D) _ tip` i/ .......,.. ..... 'NO ATE'FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR wwe oescwvttowx
..._.e...._.... ..... ...
U-HEADER SAIL BE CUT INTO 6"MINIMUM ADJACENT SEGMENTS.EACH
BOTTOM MOUNT SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE,
1 TYPICAL ELEVATION 2 KEYHOLE DETAIL (CONN AS REQ'D)• WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE
1 N.T.S. 1 N.T.S. ALT:FIELD GRILL 03/8" 3 ALT. ARCH TOP* FROM ADJACENT ANCHORS.FOR STUDDED TRACKS O12'MIN FROM ENDS Or EACH SEGMENT AND NL,THERE SHALL BE
3'MINIMUM
HOLE(OR 05/8"HOLE 1 N.T.S. A MINIMUM OF(1)STUD PER SEGMENT FASTENED TO THE STORM PANEL
W/KEYHOLE WASHER) STUDS SHALL BE LOCATE)2"MINIMUM FROM ENDS OF EACH SEGMENT.
` •' I •"
200" 2.000"1 GEN
2.50-j 2.5 -1 f NDPEO
D• 1.000.10°• 0
1.199• '•g•'��
g -�
1.003" '� �I.60D" :p0•'• STATE of 1O yN
24°(MIN)TO 26°(MAX)PANEL COVERAGE 12,000• �i���s'•,',�'<OR1DP,, W m T$s
28 1/4"MAX TOTAL PANEL WIDTH 14.394° MOUNT WITH
��i w m Z
"CLEARMAXT'""DOUBLE-WIDE PANEL PROFILE MOUNT IITTTIj111� j -�°
4 FASTENERS �ZALT. FULL PANEL PROFILE FASTENERS
R STUDS AT
(SEE GEN NOTE 6) OR STUDS AT 'I'�' N.TS. (SEE GEN NOTE 6) 03"D.C.MAX inQ Q -Q g d
13.O.C.MAX og 0 gg${gz
OLmFi�ot
LZ
o.szs^ f 1/4-20 �(//r/�/ in ac
UI C d x w
STU13X 314" Cw W
T 3.000"MAX. 0.500° o _06°O.C. N O
0.196'
t- °•093"TMP• MAXIMUM PANEL MAXIMUM PANEL
o.1zs^ I I 0.280" 0.720' ,� SPAN SCHEDULE SPAN SCHEDULE
0.145^ +-�0,387 �--2.00°"-4 (POSITIVE CONN.) (W/ "H" HEADER) a �, f
ALTERNATE ALTERNATE ig�
B.0. 'F' TRACK 1� STUD ANGLE �oA� sMAX LOAD 9� $a n �,W
6•a 1'-0• (Pso (R) m 1" I
(p� (ft) 17.3 8•-7„ i .r
24.2 T-9" o n°d
0.093' 38 111-0" 34.6 T-D" S2 gig
a
TYP. }-�0.374" 40 11'_Sn 41.6 6,_O"114-20 _ =' O-
SCREWMACHIXE I I 45 10'-1" O t N
�- 1/4°Gr 6"O.C. 50 9''1'• 104 4'-0" �' R 0 4
o ss e'-a" MAXIMUM PANEL s
295• „ 60 T-T
65 T-0" SPAN SCHEDULE
o.D93• D
70 6'-7" (W/ "U" HEADER)
----------------' MAX DESIGN
-2.000•-{ }----z•--{ so 5'-9" MAX PRESSURES
90 5'-1" SPAN POSITIVE NEGATIVE
n STUDDED ANGLE 'F'TRACK ANGLE ('� (0� (P50
�r 100 4'-7" k� �� +p�
1 J 6"a 1'-0• 20 6"a V-0" 6'-3" 35 38
120 4'-2" 5'-3" 48 48 !ag
120 3'-10 4'-4" 78 Bo g 8��d d fi.�e!
2.368' 2,743"
(t1R3 0 044• }--2 250^ o.as9" b'i(d
1 0.094" MAXIMUM SPAN
0.843• (__ SCHEDULE NOTES:2 189' 1.SPANS SHOWN IN"MAX PANEL SPAN SCHEDULES'ARE MAXIMUM
�+ H a�_CLAMSH ELL COVER ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE.
yp 12,THE tPOSiiNE CONNECTIONS SPAN SCHEDULE MAY BE USED p 6 Q
N.T.S. 6063-T6 TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED
USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A avrtwnRuxcLmLrumoPa.
2,735" POSITNE CONNECTION-f.e.ALL INSTALLATIONS WHICH DO NOT
I�2.325° I 0.375° 0.093° INCLUDE AN"H"OR°U"HEADER. "'Sm. 4
t'--2.0°0" - 3.THE cWDTH°H°HEADERa SPAN SCHEDULE SHALL BE USED FOR
2• ALL INSTALLATIONS WHICH INCLUDE AN'H"HEADER. � -
1/4.20 4.7HE<WITH°U'HEADERa SPAN SCHEDULE SHALL BE USED FOR vAca aescuvno"r
STUD X 3/4• ALL INSTALLATIONS WHICH INCLUDE A"U°HEADER
5,TA8LE1 ARE VALID FOR PANELS MOUNTED HORIZONTALLY DR
ALTERNATE ®6"O.C. VERTICALLY.SPAN DIREQION IS ALWAYS PERPENDICULAR TO LINE �
c U-HEADER U-HEADER oFAN. M.. a
d 16 N.T.S. 606376 �� N.T.S. 6063-T6 19 CLAMSHELL TRACK
N.T.S. 6063-T6
l l EXISTING HOST CONN TYPE Cl: EXISTING NOST STRUCTURE -' EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE � p, U EN .•�
` STRUCTURE DIRECT MOUNT CONN TYPE CI: CONN TYPE C3: CONN TYPE C2: .'�`;'• ••
W/REMOVABLE ANCHOR PER ANCHOR PER ANCHOR PER ND PE00465I ANCHORPER ANCHOR SCHED ANCHOR SCHED ANCHORSCHED :7}
ANCHOR SCHED EMBED
EMBED EMBED 1 2"MAX _� #14 10- OR 3/2"MAX -'u
tu AT
EMBED UVET POP
w 1 2 w II-- 13"ROO..0 M $c %A�''• STATE OF ,• .. x
10 i� �•'•:c<ORIDA•,•f wMai Ss
j 1 b 6 I/4-20 ai u9 7 3 ls�� ` u7
u. LEG&JOT EXISTING x 3/4° EXISTING 1 2 11 7 NqL E
2 STUD DIR �"� 1/4.20 X 3/4" p GLAZING m UU/11 1 I l l l\\ _ p
IN + MAY BE GLAZING STUDS am STUDS AT 13" ` (i(� 1 ZQ o i 5
R PER L1 MAY
MINIMUM AT 13• a� O.0 MAX m MINIMUM m a
SCHED a FOR INTER SEPAR PER O.0 }-SEPAR PER 1/4-20 x Q �` O
�— MAX MINIMUM ¢ SCHED 3/4` al
EXISTING 214-20 m MOUNT SC 20 4 —5 SCHED a MAY BE�ERSm STUDS Z n S
to AT 13" W..
GLAZING x 3/4' a E 1 a FOR�INNTEERR
STUDS°, G EXISTING N J O.C.MAX 3 E• �. I
g i AT 13" —t 1 w / 3 told
6
a i w 3 D.C. E CONN TYPE CS; 2 al
rr ® S 13 CONNTYPE C4: .+
' a MAX
ANCHOR PER ° '
p m ANCHOR SCHED 11
1/4• rn � p ANCHOR PER
MAX EDGE p I �U� f EDGE ANCHOR SCHED—Y DIST EMBED MAX —1- DUST
CONN TYPE C1: C1:CONN TYPE
ANCHOR PER IXISTING HOST STRUCTUREANCHOR PER 1
HOST STRUCTURE ANCHOR SCHED ANCHOR SCHED Z 14
1 MOUNTING SECTION 2 MOUNTING SECTION s MOUNTING SECTION 4 MOUNTING SECTION
3 3`-1•-0" VERT SECTION 3 3"0 V-0" VERT SECTION 3 3•a 1•-0" VERTSECTION 3 3"=V-0" VERT SECTION �e• `� O>
E C D O W
HURRI-OUTTm EGRESS STORM PANEL DETAILS* 4 y
$ I (-NOTE:SEE GENERAL.NOTE#15) EXISTING HOST m
a STRUCTURE NOTE:SHUTTER SYSTEM MAY BE _ g ¢
GY. EXISTINGUHOST ANCHORED THROUGH EXTERIOR WALL p
CTURE REFER TO CORRESPONDING FINISH TO HOST STRUCTURE WITH ANY s¢p
MOUNTING SECTIONS/DETAILS MOUNTING CONDITION SHOWN HEREIN. iP
1; REFER TO CORRESPONDING FOR ANCHOR SPACING q
MOUNTING SECTIONS/DETAILS I ALUMINUM OR GALVANIZED STEEL SPA
FOR ANCHOR SPACING ri
I
REQUIRED ONLY FOR EIFS,ICF,OR LI
OTHER MALLEABLE FINISHES.
• OPTIONAL FOR STUCCO,BRICK OR
t EXISTING OTHER RIGID FINISHES. OPTIONAL METAL BONDED
G I 1617 GLAZING S6 17 WASHER MAY BE USED ON THE ■
WNG za zd M D_ INNERSIDE OF THE PANEL ct - ■pp
GLAZING 6 6 p
€ INSIDE MINIMUM Id INSIDE ACCESS MINIMUM Ida W 2�3 9 g�B8ge96,
ffi ACCESS BOLTS: -SEPAR PER OUTSIDE 7d m BOLTS: SEPAR PER OUTSIDE =d EXISTING HOST w aG IG $1E11B379Ygai
1/4-20 x 3/4` SCHED ACCESS w 1/4-20 x 3/4" SCHED ACCESS w STRUCTURE o t g
SIDEWALK BOLTSS SIDEWALK BOLTS: x m ANCHORS PER o'li It 5 G gy
BOLTS W/ BOLTS W/ 't ANCHOR SCHEDULE aq$
1/4-20 x 3/4" BOLTS x 3/4" a
S WASHERED STUDS AT WASHERED STUDS AT
WINGNUT AT 13"O.C.MAX WINGNUT AT 13"O.C.MAX MINIMUM a iE
.13"O.C.MAX 13°O.0 MAX EXISTING GLAZING gggg YS��
PERT 11110
�Y °•y
3 4 1415 O 3 4 14 15 0
MEN
ddE $
a ��
REFER TO CORRESPONDING MOUNTING SECTION THRU 111011 a
CGPYWU MAWLBONNWAL
FO.ANCHOR
RSPACIN/DETAILS EXTERIOR WALL FINISH 15-2494
FOR ANCHOR SPACING 1 REFER 70 CORRESPONDING
FO ANCHOR
RSPACIN/DETAi1s 3 NBRICK ICF EIRFS SECT!
DETC.� SCAMFOR ANCHOR SPACING !ao -
vwoe cesu:vrlows
s MOUNTING SECTION 5 MOUNTING SECTION �7
3 N.T.S. VERT BECKON 3 N.T.S. VERT SECTION
`L1�IIIIIIUUt7�/
EXISTING HOST STRUCTURE
LEG AND/OR STUD MINIMUM i MINIMUM ED" EXISTING HOST ANCHOR PER _` • 'tom t1py •
DIRECTION MAY BE SEPAR PER 1/4-20 x to a �'-'SEPAR PER ISU ANCHOR SCHED -
REVERSED FOR SCHED 3/4• w Tu SCHED ANY ANCHOR FROM
INTERIOR MOUNT -} Q ST1D'S <tn a ANCHOR SCHEDULE, 18 �A _
AT 6' a.a EXISTING 1/4-20 0¢. m ANCHORS SPACED '
EXISTING. GLAZING x 3/4' to,� E EMBED �T T -
GLAZING AT
GLAZING MAX 1 STUDS �+a Q 0 6"O.C.MAX. F -t ��' � E§�
1415 15 AT 6' za to B'i _ 1 2 !�L9 O.C. K -}" Fo
1/4• t7 MAX a w o 1 12 to W
HOST ,� EDGE MAX ® EMBED 1/4" 16 17 i?e 19 1/4-20 ? o = to w
STRUCT DIST CONN TYPE C5: MAX "r-
ISTING ¢ EXISTING x 3/4" ta. ZQ Pam
.
ANCHOR PER -r AZING rn GLAZING rree '3L
ANCHOR SCHED CONN TYPE Cl: INIMUM jNj MINIMUM SATT116056 u oNm °
ANCHOR PER PAR PER 1 }-SEPAR PER O.C. ( .• �I
HOST STRUCTURE ANCHOR SCHED SCHED SCHED MAX + 33 ®
1 MOUNTING-SECTION MOUNTING SECTION 3 MOUNTING SECTION 4. MOUNTING SECTION Ntdcdw
C 4 3"-1'-0' VERT SECTION 4 3" 1'•0" VERT SECTION 4 N.T.S. VERT SECTION 4 N.T.S. VERT SECTION b p
BUILDOUT MOUNTING DETAILS *. EXISOD
TABLE 1 . BUILDOUT ONLY TRUsSPRAMI/FRAMING (3)Y4'LAG.MAXI TO AT
WO
24"o.c Max INTO wooD h
Ye TAPCONS(SS I1W OR ELM) Spans Up Spans Up Spans Up 1y="{-1%. TRUSS/FRAMING WITH i
SPACED PER TABLE 1: LOAD
To 6'-0" 7o B'-6" To 11'-4" EMBED }� Iil MIN EMBEDMENT AND
11 STAGGERED(SHOWN):Cl (ps1) CONN TYPE CONN TYPE CONN TYPE / l/"MIN EDGE DISTANCE
G • NON-STAGGERED:*.F
C2 1"x3"xy',2•x3'x%',OR x Cl C2 Cl C2 Cl C2
(NO STAGGERED3'x3"x 6063-T6 30 13.0"13A"13,0"13.8"13.0"11.8" EQ EXISTING
SHALL BE PLACED AWMINUM BUILD-OIUT TUBE 38 13.0"13.0"13.0"12.4"13:0" 9.3" EXTERIOR FINISH �N" '$o w o
THE BU a of
#14 EMS SPACED PER Z 47 13.0"13.0"13.0"SO.1"13.0" 8.5" ,y w n
TABLE 2,CONN TYPE C2 0 54 130'12A"13.0" 8.8".13.0" 8.5" @ a o ¢
%
EXISTING HOST 120 13.0" 8.5" 13.0" 8.5" 13.0" 6.5" Y�, 9 to
STRUCTUREYz`MIN(TYP) 30 10.9" 6.6" 7.7" 4,6" 5.8" 3.5, 16 17 u n= p
g "MAX �v 38 8.6" 5.2" 6.1" 3.7" 4.6" EXISTING y N O
® I 47 7.0" 42' 4.9" 3.0" 4.2" GLAZING to R54 6.1" 3�6" 4,3" 4.2" I"x5"xSi,"6GOL6r 6 z¢ 120 4x. 4.r 4.2"2" GG FORI y ALUM ANGLERMINIMUM ISTAGGEREDj 30 13.0" B.5" 30.0" 6.0" 7.5" 4.5" 4"x';°6O63-T6 SEPAR PERINSTALLA7IDN0 z 0 38 11.2" 6.7" 7.9" 4.T' 5.9" 3.W' ALUM PLATE SCHED °C
Q 47 9.1" 5.4" 6.4" 3.8" 5.4" 33"
i aw 3 S4 7.9". 4.7" 5.6" 3.3" 5.4" 3.3"
120 5.4" 3.3" 5.4" 3.3" 5A" 3.3" WOOD TRUSS
'S8 TABLE 2*: BUILDOUT ONLY 6 MOUNT DETAIL
1'x3"xYe',2"x3'xYe", 4 N.T.S. VERT SECTION
OR 3"O"x%7, Spans Up Spans Up Spans Up Ed g
6063 T6 ALUMINUM- 14 15 a e
LOAD To 6'-0" To B'-6" To 11'-4" e
BUILD-OUT TUBE z EXISTING PASS rl tri
2"MIN FOR i (psP) CONN TYPE CONN TYPE CONN TYPE THRU WINDOW SILL 'a g �
$ toe Cl C2 Cl (2 CS C2 g
QQQ STAGGERED (WOOD,GRANITE,
INSTALLATION z 30 13.0"13A"130'13.0"13.0" 84" TABLE 3• MARBLE,ETC.) 1/4' S
,I II EQ ¢ 38 13.(T'13.0"13.0"13.0"11.3" e,l" EQ EQ Max ti�I
II ,I a g 47 13.0"13.0"12.2" 9.4" 10.3" 6.8" a
I , 54 13.0"]3A"10.6" 7.2" W.3- 6.8" #14 WOOD
Y"ITW SS Y4'ALL POINTS
EXISTING HOST it �I �� 120 10,3" 6.8" 10.3" 6.8" 10.3" 6.8" TAPCONS WITH SOLID-SET WITH `SC�MIN� � YC20 SS THRU
I t 1Y4^MIN EMBED /a MIN EMBED ry BOLTS AT 12"O.C.
STRUCTURE NOTES: PENETRATION I td' �•`'L,�
1. TABLE 1 AND 2 APPLY ONLY TO BUILDOUT CONC CMU CONC CMU WOOD .1-- (2)2•x5°zYe°OR(1)
STDED ANGLE OR'F' MOUNTING DETAIL(7/3). 2"xS"xY4'6063-T6Yi"TAPCONS(SS ITW OR ELCO) IX APPROVED HEREIN 2 TAPCONS SHALL BE INSTALLED WITH 7}iE 12"O.C. 8"O.0 12"O.0 11'O.0 12'O.C. EMBED. ALUM ANGLES)SPACED PER TABLE 1: FOLLOWING MINIMUM EMBEDMENT:STAGGERED(SHOWN):CI Vll�TSMS SPACED PER SEE TABLE 3 FOR
TABLE 2,CONN TYPE Cl • TO CONCRETE:1V4"MIN EXISTING HOST ANCHOR SPACING 15-2494
K:IY4"MIN STRUCTURE:HOLLOW _ scat.
(NON-STAGGEREO ANCHORS • TO WOOD:Iw MIN BLOCK,CONCRETE(3KSI ME DESCY1P"Mh
SHALL BE PLACED AT CENTER 3. REFER TO SHT 6 FOR ADDITIONAL 'MIN),OR WOOD(G=0.55)
OF THE BUILD-OUT TUBE) BUILDOUT ANCHOR4. NOTES. PASS THRU a7
Yj MOUNTING
ET- USED I DEPENDENTLY OF ONE ANOTHER AND 7 WINDOW DETAIL
MOUN 11NG DETAIL AIL IN CONJUNCTION WITH OTHER MOUNTING /'7
4 N.T.S. VERT SECTION CONDITIONS/DETAILS DEPICTED HERON. 4 N.T.S. VERT SECTION //11
.,t;
0
t 111111171!!
FMWK L599 6 BEIVIAMO,P. .
CLOSURE DETAILS 'CEIV
_
�: NoPE00465g9 : 68 1�!
i MINIMUM SPAN TOP OR BOTTOM MOUNT MINIMUM SPAN oSTATE
1 4" WITHOUT CLOSURE T OF ;• +Oi
JJ,,//4' SCHEDULE u{ SCHEDULE NOTES: %�` ''•.io DA
_ I MA% Lu in
ONE(1).ttOSUREAT Y w +� G� _ �,i�S� "a�• •. ••G�� z®
rt TOP OR BOTTOM f u an O p 1.SPANS SHOWN ABOVE ARE MINIMUM ,,DIAL�N��` �7 e
�d zd ALLOWABLE SPANS BASED ON ANY II 1 t
F wan E 7111 111 (L o VI
c p = 2p o. COMBINATION OF MOUNTING ZW oui V i o.
EXISTING HOSE ,_ G CONDITIONS AT TOP OR BOTTOM.PANE.
o 3 m G LENGTHS LESS THAN THOSE NOTED IN (g Q uQl a 6 e
STRUCTURE DIRECT MOUNT 32"-30" 33" 30"- 30" TABLES ABOVE ARE NOT ACCEPTABLE. Qg t m a
i O� STUD ANGLE(WALL MOUNT) 32" 30" 33" 30" 30" 32" 30"' 30" 2.NO SEPARATION FROM GLASS IS 3 ry 9 W
1 WALL MOUNT CLOSURE OU) 'P TRACK 33" 30" 35" 30" 30" 33" 30" 3W' REQUIRED
WH WHEN PANEL
LE GTH IS o3lu
G
1 m0 REVERSE"F"ANGLE 32" 30" 33" 30" 30" 32" 30" 30"
3"=V-0" PLAN VIEW RESPECTIVE MOUNTING COMBINATIONS N
C 5 B.O.2xS+STUD ANGLE 32" 30" 33'" 30" 30" 32" 30" 30"
4 n0. B.O."F"TRACK 32" 30" 33" 30" 30" 32" 30" 30" AB3.SIDE CLOSURES REQUIRED IF GAP b
_ O "H"HEADEft MOUNT) 32" 30" 30" 30" 30" 30" 3O' 30" B EEN PANEL AND STRUCTURE
j F+ STUD ANGLE(TRAP MOUNT) 32" 301' I 30" 30'' 32" 30" 30" EXCEEDS DISTANCE SHOWN IN
HORIZONTAL SECTION DETAILS(REF.
DETAILS 6/3,713 AND 913).
MINIMUM SPAN BOTTOM MOUNT 4.TABLES ABOVE ARE VALID FOR
5 PANELS MOUNTED HORIZONTALLY OR
SCHEDULE oY wuJ + VSR TOP/BOTTOM CLOSURES MAY ~
STRUCTURE Np NO TOP/BOTTOM CLOSURES E �E � 1�zd R 2 1°z CONSIST OFNON-sTRUCfURAL 28ga N
11 2 1 p ° p x p o, (0.018'MIN)GALV STEEL OR 0.022'MIN Fd
4" 2 ;'- 4 2 = SHEET ALUMINUM OF ALLOY 5052-H32 OR g
1.70 5"--}I AX c G G m 3004-H34. REFERENCE DETAILS HEREIN '; w>
B I DIRECT MOUNT 53" 32" 55" 37' 32" 53" 30" 32" FOR DEPICTION OF TOP/BOTTOM 0
-L- CLOSURE MOUNTING REQUIREMENTS.
—T- F STUD ANGLE(WALL MO 32" 30" 33" 30" 30" 32" 30" 30" 6
M1/4'AX
Z "F-TRACK 55" 33" 57" 33" 33' 55" 30' 33' 6.STORM PANELS MAY N INSTALLED
112°MIN MAX 0 WITH A 12"MINIMUM SPAN WHEN E p
pyERlAp O REVEiSE'P ANGLE 32" 30" 33" 30" 30" 32" 30' 30" INSTALLED WITH A CLOSURE ANGLE AT
I ANCHORS AT 12.0"O.C.FOR P-59psf OR n. B.O.M+STUD ANGLE 3Z" 30" 33" 30"' 30" 32"' 30" 30" BOTH TOP AND BOTTOM. � D� >O
` LESS,OR AT 5.9"D.C.FOR P-120psf OR LESS O B.O.'F"TRACK 53" 32" 55" 32"' 32" 53" 30" 32" 8 i g
(USE ANY ANCHOR FROM ANCHOR SCHED) H "H"HEADER 30" 30" 30" 30" 30" 30" 30" 30" Q
STUD ANGLE P MDU 32"' 30" 33" 30" 30" 32" 30" 30" 3d
sTRAP MOUNT CLOSURE
3"=1'-0" PLAN VIEW
EXISTING MOST STRUCTURE
ANY MOUNTING CONDITION MAY
BE USED.END CLOSURE MAY qqq
ALSO CONSIST OF STUD ANGLES, S &
U-HEADERS,OR H-HEADERS. QQ
BEND E PANEL AROUND WITH
.}}" _ `N INU If�¢ti s!
/ 1 2 11 12 MpX f l
CORNER&STITCH TO I 2'Sc2'(MINIMUM)
ADJACENT PANEL WITH 1 u B IS i��C
CONTINUOUS ANGLE
'PGyC / . 11 BOLTS& 2 FASTENED WITH g
O W)4 H2O A WWGNUTS C 6
SAME TO MOUNTING AT 24"1O,,C.(TYP) MIN.PANEL OVERLAP 11 B USED TO FASTEN x
PANEL TO MOUNTING R
r / -) T THSHALL
PANEL PRO]ECTION--{------{ ANCHORS AT 12.0.O.C.FOR Q�
FASTEN PANES TO GLE EXISTING HOST FROM THE EXISTING I Po59psf OR LESS,OR A75.9"O.C. EQ OE[RECfLYOTO HOST y3 CC 9$
S HOST STRUCTURE OR VAR STRUCTURE HOST STRUCTURE PR0IECT30N FOR p=120psf OR LESS(USE ANY STRUCTURE
TO STUDDED ANGLE l� ANCHORAGE TO HOST
(TOP&BOTTOM)AT b--r-r, I ANCHOR FROM ANCHOR SCHED) u
STRUCTURE PER C0PVRWff=LB9fV eL
` CORRUGATION VALLEY `�--EXISTING
1 MOUNTING SECTIONS 15-2494
CLOSEST TO CORNER _EXISTING HOST a,....
(EACH SIDE) STRUCTURE PAQa osscwvrsoM, -
s CORNER CLOSURE 4 PANEL OVERLAP s BUILD-OUT CLOSURE 6 TOP BOTTOM CLOSURE
cJ N.T.S. PLAN VIEW s N.T.S. PLAN VIEW CJ 3"w 1'-0" PLAN VIEW Iv
r N.T.S. VERT SECTION
w
f
,,
x
ANCHOR SCHEDULES
2'MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE •1 0
ANCHOR Spans UP To 6.0' pans p o - Spans Up To 12-0 G Spans p a 6-0 Spans Up To B'-6' Span.Up To 12-0•
G LOAD CONN TYPE CONN TYPE CORN TYPE G plc ANCHOR �� CONN TYPE CONN TYPE CONN TYPE
_ IDsO Cl C2 q C4 CS Cl C2 C3 C4 CS a a -q C4 CS s I (Psn Cl C2 C3 C4 CS CL C2 C3 CA CS u cz q C4 CS
1/4`ELCO ULTRACON OR ITW 30 13.0"1.3.0" 13.0•'13.0•'13.0"130'13.0"13.0"13.0"13.0"13.0"13.0"10.6"13A"13.0" 1/4"TAPCON(ELM OR ITW) 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0" .d 13.0"13 '13.0"13,0" 33.9.T' 0"13.0"13.0"
SS TAPCON WITH 1-3/4' 38 13.0"13.0"13.0"150 13.0"13.0"13.0"13.0"13.0"13.0"130" 8.3•'16.511 13.0" 9.0" OR#14 WOOD SCREW W/ 38 13.0"13,0"l3.0"13.0"13.0"13.0"13.0"13.0".13.9'13.0"13.0" 7.6'• 6.0" 13.0" 5.2" ' ,�.�Q•• � p,.•'• ��`
EMBED(3192 PSI MIN CONC) 47 13.0"13.0"13.0"13.0"13.0"13.0" 9.5" 7.4" 13.0'•13.0"13A" 6.7" 5.3" 13.0" 7.2" 1.1/2'EMBED 47 13.0"13:0"13.0"13.0'1 13.0"13.0" 8.7' 6.8" 13.0" 5.9" 13.0". 6.T' 4.8" 10.5" 4.X'
54 13.0"13.0"13.0^13.0"13.0"13.0^ 8.3" fi.5" 33.0" B,9" 13.0" 5.9" 4.6" 33.7" 6.3" 54 13.0"13,0"13.0"13.0"13.0"23.0" 7.6" 5.9" 12.9" 5.2" 13.0" 5,4" 4.2" 9.1" 3.6"
¢®
1Z0 5.4 5,3 4.1 5.1 S.rl 3.8' 3.7 3.6- 4.0. 120 4.9 4.8 3.3 4.3 3,3 35 3A'12.71 3.01 2.3 2.S 2.4 2.2 _
1/4"ELCO PANELMATE WITH 30 13.0•1 13A"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.E'13,0"13.0"0.0"13.0"13.0"13.0"13.0"13.0" u+y
1-3/4'MIN EMBED(3350 PSI •38 11E 13.0"13.0"13.0"134"13.0"13.0"13.0"13.0"13.0"13,0"10.7" 8.3" 13.0"11.5" z (FEMALE,MALE,OR PLUS)W/ 38 13,0"RE ME 13.0"33.0••13,0•'11E 11E 13.0"13.0"13:0'•10.3" B.1" 12.1" 5.9" b -S
MIN CON �: 47 13.0"13.0"13.0"13.0"13,0•'13A••12.2•• 9.5' 13.0"13.6"13.0" 8.6" 6.T' 13.0" 9.3" 1-7 8' N EMBED Z W
f ! 47 13.0"1].0"13.0"13.0"13.0"13.D"11.8" 9.2" 13.0' 6.8" 13.0" 8A" 6.5" 9.8" 4.8" r�ennal �>¢VQ 'i a
�+ * #13,0"13,0'0"13.0"13.0"13.0"13.0"13.6"10.6" 83" 13.0"11.4"13.0" 7.S' 5.9" 13.0" 8.1" n * 54 13.0"13.0"13.0"33.0"33.0"13.0"10.3" 8.0" 12.0° 5.9" 13.0" 73" 5.7" 8.5" 4.2" =c
a� " 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" ' 1I0- 6,7" 6.S' S,1" 4.7" 3.8" 4.7" 4.6" 3.6" 33" 2.7" 3.3" 3.]" 2.6" 2A" ZZ1/4-20 ALL POINTS SOLID-SET 0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0'•13,0"1 E 1D.6"13.0"13.0"13.0" 7/36`WOOD BUSHING W/7/8' 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0°13.0"13.0" 5.8" 13.0"13.0"13.0" WWITH 7/8-MIN EMBED(3000 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 B 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" 4S' 3.5" 12.2" 3.6" UI�PSI MIN CONC) .0"13.0"13.0"13.0"33.0^13.0" 9.6" 7.5" 13.0•'13.0"13.0" 6.V1 5.]•• 13.0" B.5" $ MACHINE SCREW 47 13.0"13.0"13.0"13�0"13.0"13.0" 5.2" 4.0" 13.0"4.1" 9.9" 3.7" 2.9" 9.9" 2.9'• y dI0"13.0"13.0"13.0"13.0"13.0" 8.3" 6.5" 13.0"10A"13.0" 5.9" 4.6" 13.0" 7,4" ; 54 13,0"13.0"13.0"13.0"13.0"12,1" 4.S" 3.5" 12.2" 3,6•' 9.6'• 3.2'• 2.S' 8,6" 2.S" W4" 5.3" 00
4.1" 5.9" 6:6' 3.8" 3.8" 4.1" 4.T' 3.3" 120 2.9" 2.9" 2.2" 3.2" 2.3" 2.1" 2.0' 2.2"1/4-20 POWERS CALK-IN WITH .0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 6.T' 13.0•'11.5'II.S' I/4•LAG SCREW OR HANGAR 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13. b 0 Lu 0
0"13.6"13.0"13.0"12.7"13.0"33.0"13.07/8•MIN EMBED(3000 PSI MIN0"13.0"13.0"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'MIN 38 13.0'•130"13,0"13.0"13.0"13.0"13.D"33.0"13.0"13.0^13.0"10.0" 79" 11.3" 5.7"CONC) .0"13.0"13.0"13.0"13.0"13.0'• 6.0" 4.7" 10.4•'10A"31.5" 4.3" 3.3" 7.4" 4.2" THREAD PENETR THREADY 47 13.0•'13.0"13.0"13.0"13.0"13.0"11.4" 8.9" 1.2.9'! 6.4" 13.0" B.1" 6.3" 9.1" 4.v,{PENETRI.0"13.0"13.0•'12.6•'12.8"13.0" 5.3" 4,1" 9.0" 5.2" f0,0" 3.T' 6A" 3.7" * 54 13.0"13.0"13.0"13.0"13.0"13.0"10.0•' 7A" LIZ' 5.6" 13.0" 7.1"
120 L. 3.4" 3A" 3.0" 33" 120 6.5" 6.4" 5.0" 4,5" 3.S'
1/4`ELCO ULTRACON OR rrw 30 13.0•'13.0"13.0"13.0'•13.0•'11.T'11.7"11.7" 9.4" 9.4" B.3° 3.1. 83" 6.7" 6.T' 1/4'TAPCON(ELCO OR ITW) 30 13.0"13.0"33.0"13.0"13,0^13.D•'13.0"13.6"13.0"13.0"13.0" 6.2" 13.0"13.0"13.0" G� ...
SS TAPCON WITH 1-1/4' 38 13,0"13A"13.0"10.5"IM 9.3" 9.3" 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"13.0"13.0" 4.9" 3.8" 10.8" 3.71' ¢ t;
i EMBED 47 10.6"10.6"10.6" 8.5" 8.S" 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"13.0" 5.6" q,q" 12.3" 4.2" 10.7" 4.0" 3.1" 8.7" 3.0" d
."
54 9.2" 9.2" 9,2" 7,4" 7.4" 6.5" 5.2" 4.6` 3.7" 54 13.0"13.0"13.0"13.0"13,0"13.0" 4.9" 3A" 10.7" 3.6" 9.3" 3.S' 2.7' 7.6" 2.6•'
u 120 120 3.2" 3.1" 2.4" 3.11' Lr 2,2" 2.1" 2.21, ".
€ 1/4'ELCO PANELMATE WITH 30 13,0"13.0"13.0"13.0"11W 13.0"13.0•1 13.0"13.0"13.01'13.d' 5.4" 13'0"13.0"13.0" 1/4•0=PANELMATE 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"11.7"11.T"13.0" 7.111 13.0" 8.3" 8.3"
r 1.1/4°MIN EMBED 38 33.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.01111.5' 4.3" 3.3" 30.5" 5.1" v (FEMALE,MALE,OR PLUS)W/ 38 13.0"13A"13.0"13.0"13.0"1.10"13.0"13.0" 9.2" 9:2" 33.0" S.6" 4:4" S.S' 3.2" „�#„ T�m
.• - -47 13A"13.0"13.0•'13.0"13.0"L3.0" 4:9" 3.0" 11.9"11.9" 9.7 3.5"' B.S. 4.1" '� 1-7/8' N EMBED 47-13A•'13.0"13.0"10,6•'10.6"13.0" 6A" 5.0" 7.S• 3.7' 12.L" 4.S• 3.5" 5.3" 2.6" �
(f * S4 13,0"13.0"13.0"13.0.13.0"31.4" 4.3" 3.T' 10.4" 5.1" 8.1' 3.0" 7.4•' 3.6" to * 54 13.0"13.0"13.0" 9.2" 9.2" L3.0" 5.5 4.3" 6,5" 3.2" 10.5" 3.9" 3.1" 4.6" 2.3" 1: w
s 120 .3.2" c 220 3.6" 3.5" 2.9• 2-S' 2.0" 2,51' 2.S' c
R m 1/4-20 ILLL POINTS SOLID-SET 30 13.0"13.0"13.0"13.0"13.0"13.0'•13.0"13.0"13,0"13.0"13.0" 8.9" 33.0"13.0"13.0'• g 1/4"LAG SCREW WITH OR 30 13.0"13.0"13 13.0"13.0"13.0"12.7"13.0"13.0"13.0"
6 O WITH 7/8`MIN EMBED 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" 5.5" 33.0" 7.3" HANGAR BOLT 2-3/32`MIN 1 38 13.0"13 a 13.0 13.W 13.0"13,0"13.0"13.0"13.0"13.0"13.D"30.0" 7.8" 11.3" 5.7" yl
47 13.0"13.0"13.0"13.0"13.0"13.0" 8.0" 6.3" 13.0"13.0"13.d' S.7" 4.4" 10.6" 5.9" THREAD PENETR �'j((READy- q7 13.0"33.0"13.0"13.0"13.0"13.0"11.4" 8,9" 12.9" 6.4" 13.0" 8.1"
i * [ 54 13.0"13.0"13.0"13.0"13.0"1].0" 7.0" 5.4" 13.0" 7.2•' 13.0" 4.9" 3.9" 9.2" 5.1" * rrtTJt II 54 13.0"13.0"13.0"13.0"13.0"13.0"10.0" 7.8" 11.2" 5.6" 13,0" T.L" 5.S" 7.9" 4.0" a Qg
120 4.5" 4.4" 3.5" 4.2" 4.6" 3.2" 3:1" 3.2" 120 6.5' 6.4" S.D" 4.5" 3.6" 4.6" 4.5' 3.5" 3.1" 2,5" 3.2" 3.2" 25" 2.2" S 8
ANCHOR SCHEDULE NOTES: yg
1. 1/4"TAPCONS MAY BE BY ITW(STAINLESS STEEL)OR BY ELCO. "ELCO PANELMATE'ANCHORS MAY
6 BE MALE,FEMALE,OR PANEL14ATE PLUS,AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32.OR
9 WASHERED 5/8"HEX HEAD. I M AM
2. ENSURE MINIMUM 2"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. _
EDGE DISTANCE OF 3/4'IS ACCEPTABLE FOR ANCHORS TO WOOD. u 1- N $
3.MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND m F �ggg
EDGE DISTANCE EXCLUDES STUCCO FOAM,BRICK,AND OTHER WALL FINISHES. - a y
a< 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. R6
S.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD H Qppgp
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 1N ag ®®®a
CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS 5 ��
TO WOOD FRAMING). WOOD STUD SHALL BE-SOUTHERN PINE"(FOR G-O.55 OR GREATER DENSITY) ^�
OR"SPRUCE-PINE-FIR'(FOR G-0.42 OR GREATER DENSITY). WPfBIiOiNlAl.831RRWPE
7.ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING,MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED 1N 15'Z484
SPAN SCHEDULE SHALL APPLY.
S. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN BASE ANCHOR' '
AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT")U.N.O. pAaO oesewmlox,
9. * DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIREMYTO THE HOST
STRUCTURE ONLY WITH THESE ANCHORS,LOCATED AT KEYHOLES AND LESS THAN OR EQUALTO w
ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE.
10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
0
``,I1I1{Iu„7�i
. ��``�PC\ •UCEN / °M5svwusio .ED.D .
*.' No PE0046 17
STATE OF
ILI
POSITIVE CONNECTION H-HEADER U-HEADER
z� gym �
MINIMUM GLASS MINIMUM GLASS MINIMUM GLASS
g SEPARATION SCHEDULE SEPARATION SCHEDULE SEPARATION SCHEDULEow
MINIMUM MINIMUM MINIMUM / N
MINIMUM MINIMUM MINIMUM
SEPAAATION SEPARATION SEPARATION
SPAN SEPARATION AT SPAN SEPARATION> SPAN SEPARATION AT
LOAD ATOR - ATOR ATOR LESS ELEVA710N> LESS ELEVATION> LESS ELEVATION>
(PSFl THAN B ABOVE' 30'ABOVE N BEl0W 30' 30'ABOVE THAN BELOW 3D` 30'ABOVE
ABOVE
GRADE GRADE ABRADE GRADE GRADE GRADE N
W-W 7.73" 1.65" 8'-7' 8.60" 7.0" 6,3' 3.98" 3.21" �d
y 38 7'-0' 7.73" 4.38" 7'•9' 8.60" 6.69" 5'3° 3.98" 2.58" °g q
!: 12'-0' 8.78" 8.78" 7'-0" 8.60" 5.97" N-4- 3.98" 2.24" Fd Imo.{
4'-0' 7.73" 1.69" 8.60"
40 7'-0" 7.73" 4.SW 5'-0' 8.60" 1 4.10" g lit"
�< ��g
8.33" 8.33" W-W 8.60" 3.58- P
4'-W 7.73" 1.77" ti S E O W
g 45 7'-W 1.73" 5.01"
® 30'-1- 7.73" 7.39" G G
W-W 7.73" 1.86' GLASS SEPARATION g bf
so 7-W 7.73" 5.45" SCHEDULE NOTES: S
9'-1' 7.73" 6.87" 1.GLASS SEPARATION SCHEDULE G9 "'la
W.O. 7.73" 2.03" oq�
6D 7'-0" 7.73" 6.34" DISTANCE REQUIRED RED BETWEEN EXTERIOR 7
7%7" 7.73" 6.57' FACE OF GLAZING(OR OTHER PRODUCT U
4'-W 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 .
220 3'-10' 7.73" 2.74" SCHEDULE IS REQUIRED FOR USE WITH p a
POSITIVE LOADS ONLY.
3. SEPARA710N FROM GLASS IS B 5 5
REQUIRED ONLY WHEN INSTALLEDE� '
. WITHIN ASTM WIND ZONE 4 AND Sj CICI`agq
ESSENTIAL FACILITIES. 1�g4
e�
' •.C[PBIIi0RW1lLEdW1D0PE -
15-2494
IAQe 066CRIPROf1i +
�8