HomeMy WebLinkAboutProduct Approval -11
- --- ----Opening ----_--- K~ o t ' z
1. Su mova Accordion Shutters LA G
(W mow)
2. Suppeernova Accordion Shutters W
(W)W)w) A
OC
3. Supernova Accordion Shutters a
(Wndow) W
4. Supernova Accordion Shutters 8 z.q
(window) U
5. Supernova Accordion Shutters ----
(Window) Cr
6. Supernova Accordion Shutters �f
S
(Window)
7. Supernova Accordion Shutters 12 l C
�ow)
B. Supernova Accordion Shutters
(Window)
12. Supernova Accordion Shutters
(Window) >
13. Supemova Accordion Shutters 13 0 A
(Window) o
14. Supernova AccwrdioneShutters ^—
(Window)
15. Suivrnova Accordion Shutters . '
(Wirxl)w)
16. Supernova Accordion Shutters y
(Window) 13 7 a
3 4 5
L
14
t
p V
15 C�T 8
L7 is
wcn
C-0 > rn
16 m
-� LL
1 2 1 S a J
C)
O #0111 " . t0
a
cwv,eewr e-nre..car
0 (� NOT TO SCALE
\�
Oct 26,2017
Site Plan
r �� 1
i R .
t
.r.•....-....-�_... _........_.........R�_.`. _ ..may......__ - .r .�...• .,.-,......y.w..,..•ii•.+...r....s ..--.. -.w,._. �.,. f •+..r.. ..r{
f� 1Y �n..
_• � - � ..- ,�{ t� 't a A�' k'.d ✓• - � L ° .-
- ._ ._..-..�. - .. ..,�,.� o...wo4,-._r ....,..•...:,++r+n�rws'�.s.+e.+.>ao^..... �w�y.y-L.�.e.,;w.+......v>a./rt
..., r r •v:'�iii +'{Li?�
;— m. •'. n� "1 An > 'X'rr R:H i .,y �ek1 1�.:,E' v.LY_ 'r
49',RA7fi �
Page I of 2
Florida Building Code Online
r o �
St a
iU'C neSS/`, „Product Approval
ro�ess�ina ,yam.:USER
!! 1
Appkcat on-Ype #q #
2014 .
Code Version !
App!icat-on Stat,;s
Approved •,a_;a*r >�'� !,�
Com.mehts
Archived
Product Manufacturer -ransparent Protection Systems, Inc.
Address/Phone!Ema'' 533 Dunksferry Road
Begsalem, PA 19020
(2:5) 638-oBCo Ext 203
rral .1a-ptonl�poty4nndustries.com
Authcnzed Signature Frank Be tiarce
frank-�engexp.com
TechniCal Representative
P.d dre55,�Chen WJE m a�;'
Quality Assurance Representatve
Add-ess/phone/Email
category Shutters
Succategory Ston^?anels
Cor+.p'!ance Method Evaivation Report from a Florda Registered Architect or a L ce^sed
F oxide Professional Engineer
Evaluator Report-!-ardcopy Received
Fionda Engineer or A,ci.itect Name who developed Fra—
the
ra the Eva'uattor Report
Floeda Lcense UE-C_ -_
Quality Assurance Entity vatiora:Accre".Raton and "ana5ement insiiwte
Q;atity ASSCrar.e Contract Exp ratio- Case !2/31i'2018
Val,oated By ,O—e 4, -omerantZ,P.E.
vaFidat.on Coecklist-H!arccopy Received
certificate of independence
Referen:ed Standard a^d Year(of Sta^disc; Standard UK
PS'^' X535 1996
AS`f_.ear 2002
AS7Nt. E!976 2005
:002
Eq::valence of Product St_rdards
Cerz,`ie' 3p =',or ca Lace^sed P-ofess:oral Engineer „e '
Ft-64117 Ra Eaum Eouwv adf
Sect: S hom t`e C:�e
http:.' NN„-NN-.tloridabuildine.or_ pr pr_app_dtl.aspx?param=�vGEVXQNStDgs?k1-E8\Nrajj2... 11.23 201
Florida Building Code Online Page of?
Product Approval Method =
Date Submitted
Date validated 07!02!2~15
Date bend n^,=8C Aper_:a'
^ate
Summa of Products
Fl# Model,Number or Name Description
p417,1 C earGuard Non-4vH2 aaneis CezrGuard Polycarbonate Storm Panels(Non-HVHZ Product)
Limits of Use Installation Instructions
r Approved far use in HVHZ:No F 6417 R4 110,S0.00
Approved for use outside HVHZ:Yes Verified By: Frank:.Sennardo, P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
i Design Pressure:N/A Evaluation Reports
Other:See engineering drawings fu deSlgn';mita:iCrc FS6417 R4 NE EvaLDQ!
(arO.Nable spans,mounting corditiors,ancner CPt on•s. etc.?. Created by Independent Third Party:Yes ;
*a.:a�asae!'--`_321"
Tnf Stats
cp :a s a-.Aa.'ME tM*A-. Sul'a"For,aa syn Stcs— RN.•^s.. Rate
UnaK FJ'1a'yaw^f'nt'adtlrtalfa are put7lic rexras.:!rae=:m:..a =e:a a eucs•rewas rpues .c
veeat atwd
e`fttron�c rr,aii to Lltif r:M Instead,Wrtsa:ne office av Cr'xe x ra 't-a:-a,i.If you nave an,a:as:;a-s.,^'uu oaw23 65.?67.1345.-��tuawt to
455.275(1;,r+orAa stetaft,stffetnt Octose,1,2C12,i crsm':fe vta under chwowr 4M F.s.,mst proviae twt D*M t rMK+':t>`i�er''.a:.address
tr*1 tlavt owe.TM er"alis 0-1140 nmy to jw It,JTSla: ca .'.+R.t'"t'.Krsee.NOnve�t'irPdO amlesm"9'yK recall.If YQu do�Qt wV,tC
5+oav a atn a;address.c`am a!orde t.'a yloertmfr �C+asr, #,'r`ss, ,4cam,
C of n„,wcgyr .a�a"ttre^a t".a p,v 'o area`^e.1 ov a»a te^sea un:e'
Product Approval Atofpts:
l�
http: %\-,NNN-.tloridabuiiding.org;pr pr_app_dtl.aspx?param=Nt,GEVXQ«rtDgs7kTEgWajj2... 11:`23%2015
1 r . ``"Ll ,1uOM1Ut MN1.45&NMeAUU,P.1.
®, P -11
OLYCARBONATE STORM PANELS (Non-HVHZ) �cQP'��GE
GENERAL NOTES: _ No.465 9Or
=
0.100' I -7•� 1 1 _2'Sp, IMPATM1S SYSTEM PROlE.RIVE SY MINACCORDANCE K+14 TESTED AND WHIZ TII RM.5616
ME,
Q
lYP ! 0.100' FHE FLORIDA BUILDING,CODE AND THE 20121NTERNAiIO /f/^,,]d Z' v�
1.00• j' 7., '` �` -\ 1.00' M N '� 3/8•M.IN-� BUILD ING/Rf SIDENTIAL CODE PER ASTM STANDARDS EI`MU � F !!Q
11• 1' S �o• 11`J ry. trp' y I..J �1`i ryn .�• I..f p PANFIS ARE APPROVED FOR USE IN FLORIDA OUTSIDE iH[HI(',h _ p
1 I N _// HURR1('ANE ZONE,OR THROUGHOUT OIHLR AREAS GOVERNED �}hyAl w Yr
`yj'�' IBC/IRC. /Fff111111111 I�w
y V r Y /'}�/ 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN TMF Z Fy- u;_�•�C• -
----IT(MIN)TO 13•(MAX)PANEL COVERAGE----� �---6 1/2•MAX COWRAGE 4 {I DESIGN OF THIS PRODUCT. �l QV W
IS 3/16'MAX TOTAL PANEL WIDTH ----- -8 3/A•MAX TOTAI WIDTH-- 3) POSIT V17 AND NFGAEIVF DESIGN PRESSURES CAI CUTATEO FOR USF �[[�� a W V 3 -
- MOUNT WITH Q c m Z b
FASTENERS $ WE FH THIS SYSTEM SMALL t3E 0E7ERMINEI)BY OTHERS ON AIUB-SPE.(3FIC Z w-
MOUNT WITH o DA51S IN ACCORDANCE:With Tiff.GOVERNING CODE SITE-SPECIFIC L "+
FULL
PANEL(.
FASTENERS HALF PANEL PROFILE OR STUDS PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 WW
1 OR SI LIDS AT 2 AT 6-1/2 AND C14APTER 1609 OF THE FLORIDA BUILDING CODE SHALL IR-LESS IHAN
u 3' (SEE GEN NOTt 7) I3"O.C.MAX 3" 1'-0' (SEF GEN NOTt'7} O.C.MAX M
Olt FQl1Al TO THE POSITIVE OR NEGATIVE DESIGN i'RESSUHf.CAPAGT7 n'
VALUES LISTED HEREIN FOR ANY ASSEMB Y AS SHOWN. o W
4) DESIGN PIEESSURES NOT
HEREIN ARE BASED ON MAXIMUM TESTED
-SEND AND/OR IFG DIRECTION 7'000 --- PRESSURES DMDED BY ALS SAFETY FAC.FOR. i
yi MAY TIE RL'.VERSCO S) THE SYSTEM DEIAILEU HEREIN 15 GENERIC AND DUES NU I PROVIDE
0.733' _ ___0.500' �-- -
3.375'- - 031. - _ INFORMATION FORA SPECIFIC SITE IF SIIC COM)ITION;DEVIATE FROM
O.SG3" 0.375' �� 0.f 0.175' THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED
]'� 0.317' 0.285` _
_ I ' 0�. �) 1 0.275' I F CONJUNCTION
SHALL PREPARE SITE SPECIFIC DOCIIMEN75 TO 0E USED IN
j 6) [HE WITH THIS E EXIST NT. Yry
t 0 090„# j�T] 6) FHE ADEQUACY pF THE kXIS11NG STRUCTURE TO WE[HSI AND G:
( , J ? J CLOSURE SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND W
�1 0.650' 0.320' ,o o
ij -0.125' ,j ri - ^' �P ,T SHALL BE VERIflED BY OTHERS.
y 'FYV 0.092"TYP 1 '"' _ _O.Og5, -7 ANGLE 7) CLEAR POE-YCARBONATE STORM PANELS(FALL,HALF,11 DOUBLE WIDE)
Y -I I TYP / G• -I.0• MAY VARY IN"COVFRAGF•WIDEN TIP TO THF RFSPFCTIVE MAXIMA SHOWN _
a L0�'_i (_ -2'��-- -1" _-1 HEREIN,M(OVI00 THAI [HE PANEL PROFILE HEIGHT BE MAINTAINED.
BUILDOUT PANELS SHALL!)C MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM
REVERSE F' TRACK F' TRACK r SPACING SHOWN FON EACH PROFILE. a w
B) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY EN a 3
STUD ANGLE �t 'F' ANGLE 5 6 _r-o 6 6 ,'-D g TRANSPARENT PROTECTION SYSTEMS,I,x.
0.0w
PANELSIONLV I ALLIPOLYCAARBONATC PANEIS SHALL BE EXTRUDED WITH ATf ti } F a_
2'250' _ _ IIH1CKNESS 1 0.100"(*0-010")AND SHALL BE MANUFMFURFD FROM 100%
�I_ Q
0875'1 -- SYNTHETIC THERMOPLASTIC POLYMER RESIN(UV STABILIZLO). TYPICAL
• - -- 1
00 35* : 0•�" SYNTHETIC TLIf.RMOPIASTIC POI YMER TFNSIIf STRENGT11fyA.908 K5I, p
1-T- FLEXURAL STRElNGIH Eby,12.90 KSI,A FLEXURAL MODULUS IS JZ8.7 KSI g
" WIUT11 UNLIMIItU ---_ _ 10) ALL EXFROSIONS SHAI.I BE C,00-1`6 ALUMINUM AIOY,U.N.O. 'Y
j7F a T' N -2�. _ 1O 11) PANELS SHALL BL PERMANENTLY LABELED WITH A MINIMUM OF ONE
p TOP MOUNT MOl1NTING �'_� o �7„ LABEL PER PANEL CONTAINING THE FOLLOWING: �
• (CONN AS REQ'D) SECTIONS 1 -- - ,0.06s-1I0. IHANSPARF N I PROs FCTION-YSTF ..
�_�• MIN 0.06E ASTM 1330,E 886 B C1996
S u
N N
IA
SYSTEMS,IN
Q
PRODUCT APPROVAL lilll•M1F R
KEYHOLE WASHERED 12) STORM PANELS HAVE0;�• BEEN DESIGNED AND TESIED TO INE MAXIMUM
WASH ER (� WINGNUT 'H' HEADER PANSTRUCT SAND JONIESI TNG CORPORATION(CICI{OF MIAMI,,FL)TEST91� #04-009-FE ASTM a 104-009-IY-ASTM,AS WELAS HURRICANE.TEST IAB
—-1'-(" �6'-.1'-0' HTE,OF RIVIERA BEACH,FL)TEST REPORTS 002'39-0107-05,10239-1013-01,
WIOIH UN
#0239 0312 O6,802.39 0110 -07 8 40239 081306.
PLAN LIMITED - ��
ld"I 13) TOP BOTTOM MOUNTING SECTIONS MAY BF INTERCHANGED AS FIELD
3i I VR JEWS TOP MOUNT MOUN'FLNG CONDITIONS DICTAIE. PANELS MAY BE MOUNTED VERTICALLY OR
u w (CONN AS REQ'D) SECTIONS HORIZONTALLY AS APPL1CAM E.
14) USE Of
LE WASHERS IS
--0.23' -\ I -- -- - - - WITH TING CKEYHOF WASHER)IFR)WITH ANY AE F IEIFR DRIEIONAI IN D ASHERFD WITH ANY
t i
u MOUNTING CONDITION. IIOl.ES MAYBE FIPI D DRILLED AT 03/8"(OR NS/8' tj L]fi it
SHALL HAVE 0.865 MINIMUM WASHLR DIAMETER.
I5) AL ROI-TS 8 WASHERS SHAT L BE ZINC COATED STEEL.GALVANIZED
STEEL,
OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF
60 I 9 �blr
16
THE HIIRRI-OMIT FGRFSS STORM PANFI DETAII S ARF INTFNDFD 10 M� IgE ��999E�
.I ] ALLOW THE VOSSIBILI IY OF IIEMUVING PANLLS FROM INSIDE OF DWELLING. 18 '
RESULTS MAY VARY ACCORDING TO INSTAUTION,END USER,AND e
TRAINING,ETC, ENGINEERING EXPRESS AND TRANSPARENT PROTECT ION NPYROMFINKL RINMOOP7
F 0 SYSTEMS 00 NOT ASSUME ANY RLSPONSIOILIIY OR LIABILIIY ASS(XAATEU
.
9 Y WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. s5-2494
cA(e:
' \.BOTTOM MOUNT "- _- . PAGE DNKR}If ON;
(CONN AS REQ-0) - - _ -.- -_-. --... .. -_.- .__. - .... _-HEED FOR ALTERNATE ARCH TOP INST ATHE FOP TRACK OR
U-HEADER SMAI I.BF CUT INTO h'MINIMUMUMADJACENT SFGMFNIS.EACH
BOTTOM"DOW SEGMENT SHALL.HAVE ANCHORS SPACED PER THE ANCI IOR S(:IIEOULE,
_TYPICAL ELEVATION Z KEYHOLE DETAIL (CONN AS REQ-D) WITH A MINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHAn RT r
N.T.S. ALT. ARCH TOP* 1-1/2'MIN FROM ENDS Of EACH SEGMENT AND SPACED J"MINIMUM J
/ 1 N.T.S. ALT:FIELD DRILL OVIT, 3 FROM ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL PIT C
/ HOl F(OR 05/8-HOI F N I.S. A MINIMUM OF(1)STUD PER SCC,MFNT FASTENED TO THE STORM PAN
1 [I 1
.� W/KEYHOLE WASHER) S IUDS SHALL BE LDC7CI ED 2'MINIMUM FROM ENDS OF EACH SEGMENT.
LOAN'L WAPMAW,►.F.
z 000 2000• ,�a�K L I1rlrrl s«
f '2.50 1 t 2.5D f f zso•-t �-2.5° e�t,�. 1 t 1 - S�Q,P, OE'
11N .00-- 0.,OD' 1.000•
i.00T b C T.....� 1 1T ? tl- 1.199 " *; 940.4654
J y g
�.-� '1•• ..I o. I "• .,,• _ ti ...3" 1.003" �'— 1.500• SSTATE -
�� � ,. OF ry.
24'(MIN)7026-(MAX)PANMOOVERAGE. -----� T -oor -. __.-1z.000' - _ •,�o�;.••'ZOR1011 •
_. 28 U+'MAX TOTAL PANEL WIDTH- -- _ -- __ - —14.394". ••, M E
n TM N NOIINT WITH FMOUNMLa �s��NAL E
CLEARMAX DOUBLE-WIDE PANEL PROFILE EASTEa4ERs 12 ALT. FULL PANEL PROFILE ORSTUDSAT o ,,, W
11 OR STUDS AT WT 11
(SEE GEN NOTE 6) 13'O.C.MAX >
(SEE GEN NOTE 6) v I
13.O.C.NATE ZW 3 2
0.625• vi
'1[ J
-1/4-20 o LI
- 57W X3/4 •10•O�
} --3.000'MAX-.-- -- 0.500• 0 6.O.C. ~
0.1gr y
1_� __ $nI1 0.o93-Tm. MAXIMUM PANEL MAXIMUM PANEL "
�_o.us• II o.zBo' o.rzo- 1.� - SPAN SCHEDULE SPAN SCHEDULE
_ J--- -
o.l+s• }-JO.36r 2.�•� (POSITIVE CONN.) (W/ "H" HEADER)
ALTERNATE ALTERNATE MAX y�
B.O. 'F' TRACK STUD ANGLE LOAD MAX IAAo SPAN S fig
(PS() (rt) 173 e'-%-..
._.38 12'-0
°TMP 1t �,.a bb
o.r+• 40 u.6 6•-0'
L14 MauuFle 45 10'-1" 55.4 s'-o• g
T S&;w STUD X 56 g:i.' 1a ,'-o E
O.C. — 55 8.,3..
T -66— MAXIMUM PANEL
i.6- SPAN SCHEDULE a
$ 0.093-- I. L75
6 T, - (W/ "UN HEADER)
L.:......:::. - :,. 1 6 1" MAX DESM
( 2.000• ( }--------2- { 5•.y.rMAX PRESSURES
SPAN POSITIVE EGA15 STUDDED ANGLE 20FTRACK ANGLE o 4'-7" fi;� cP•r)r-o• 35
4'-2" _ !mr 46 4e
0.
---2.3611".____. �. -----2.741-- d 1
01' ...2.250•
.04
-- 0034' MAXIMUM SPAN
T �_ SCHEDULE NOTES:
r 1 �
iJ 0,0'94' No -_...2.189' t. SPANS SHOWN IN•tMX PANEL SPAN SCHEDULES ARE MAXIMUM
w ALLOWABLE SPANS IN EACH RESPECTIVE DESIGN PRESSURE.
r p CLAMSHELL COVER z. THE<POStT7VE CONNECTION>SPAM SCMEDIxe IMV eE USED
6063-16 TO DETEIWINE MAXWUM MlAWw1 SPANS FON PANELS INVOLVING
LEO
11 USING ANY COMBINATION OF MOUNTING EXTRUSi0N5INVOLVING A 00►IIpOMNRL8Uw�ROo►E
--2.735• pOSRIVE CONNE(.T(ON-Le.ALL INSTALLATIONS WHICH DO NOT
INCLUDE AN-H•oR•v HEADER. 15-2494
2.125- 0.375' 0,093- 7. THE<WITH•M HEA SPAN SCtLEDUL.E SHALL BE USED FOR _
}---2.000. 1.-�L-'-'-� ALL INSTALLATIONS WHICH INCLUDE AN'FI'HEADER•
E SALL
2.S54•- - "� I 114-20 AL4. Ilffi L INSTAUATH"HEAD I IIONS NGLIIDF Awtl•R>SPAN M FADER BE USED FOR BR/CRt
STUD X 3/4' 5. TABLES ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR
D.0 VE ANCHORAGE.AN DIRECTION 15 ALWAYS PERPENDICULAR TO LINE
ALTERNATE a 6 r
cc U-HEADER U-HEADER �T CLAMSHELL TRACK
N.T.S. 6063-76 17 N.T.S. 6063i6 19 N.T.S. 606776
E
- _. .------------'—'--- - ---------------------------------------_._.__ 111 BERM 1.
-E)CISTINEi HOST CONN TYPE cl: EXISTING HOST STRUCIUIE 01JA-20
OST STRUCTURE
STRUCTURE DIRECT MOUNT EXISTING N06T STRUCTURE
W/RFMOVABIE : VE C3: - ANN TYPE C2: • `G
ANCHOR PER ANC710R AMC"=PER ANCHOR PER J Z S
ANCHOR SCHED EMBED ANCHOR
MAX _ 1 SMSANCHOR OR EMBED- ANQgRr1SC'11LU AX = No 46
7/16'POP13•o.c.M7_ja zA. STATx9Ft01/4.20 ww . / 3 � `ssioNAW�+,-.0DIR. _ ESL X 3/1" W F X�/4' GLAZING 1 2 - 19 ��ttFtNIIMUMAY OE STUDS �¢ IUD$AT 13' 1111111 w= a.1
SFPAR DER 21 REVERSED MINIMUM AT 13' a KNIMUM r_r1n�¢ >OS,
SCHED �iMDUNT ]-�SARE(2 0. MAIC MOOMIM �{ SCIIEVSEPARD R � x u l:J L m d u n
SEPAR PER [ LEG B,/OR$HX)DIR w _
EXISTING 1M•20 _ oS(4)- sD MAY BF REVERSED-{ Q E STUDS Z)( n
__ GLAZING X3/4' - 4' FOR INTER AT 13' i w w
7 STUDS ...- -�EQ EQ EXISTING MOUNT O.C.MAX 3 W FaaStl 3 ,
AT 13' — t GLAZING 1 / 3 1I cr'e
1. / ~
r O.C. CONN TYPE CS: 2 o w
Xo f MAX I ANCHOR
OR�SORIED .._ ., ' S -_ _ ..MAXspy,.. .., ONNTYREC4: oif
f�OR PER
m - 1 1. EDGE _1!7' ..__ STRIICF ANCHCNi SCHFO n
__ LTi
MAX
ANCHOR PER 1 EXISTING OST STMICTURE ANCHTYPE
OR PER 1 ''
HOST STRIKA URE ANCHOR SCHEO
ANCHOR SCHED W
MOUNTING SECTION (j) MOUNTING SECTION MOUNTING SECTIONa MOUNTING SECTION
--3-� 3'-1'•0' VERT SFCTION 3 3'.r-(r VERT SH7ION 3 3"n 1'-O" VERT SECTION 3" 1•-0' VERT SECTION
HURRI OUTT" EGRESS STORM PANEL DETAILS* a
('NOTE:SEE GENERAL NOTE•15)
EXISTING HOST
-EXISTING"DST STRUCTURE - _ NOTE:SHUTTER SYSTEM MAY BE g
STRUCTURE ANCHORED IHROUGtI EXTERIOR WALL o,d
T`I REFFR TO CORRESPONDING FINISH TO HOST STRUTTIIRE WITH ANY g
MOUNTING SFCTIONS/OE TAI'.% MOUNTING CONDITION SHOWN HERE.IN. o
-REFER TO CORRFSPONDiNG FOR ANCHOR SPACING --- -----
4 MOUNTING SLCTIONSIDETAIIS Al UMINUM OR GALVANIZED STEFI SPA'C. v
FOR ANCHOR SPACING REQUIRED ONLY FOR Eif$,ICF,OR �C
'S- •• OTHER MALLEABLE FINISHES. F
----- --'--- '_" :- •
OPTIONAL FOR STUCCO,BRICK,OR
- -- 1 OTHER RIGID FINISHES.
EXISTING y OPTIONAL MF TAI,FK3NDIiD
1 1 GLAZING (Ixr� WASHER MAY IX US[:I)ON THF, r
C+
EXISTING
AZ
GLAZINGaz •.• l - INNEKSIUE OF NIR PANLL. a R B c 4
GLAZING �o �pp o- �
ry n
INSIDE MINIMUM 16 w i� INSIDE A_CCT_SS F a w Q�g
CG 17i
ACCESS BOLTS'. SEPAR PER WX IS: — W r r5
O DF. pec •SEPAR/9t- OUTSIDE EXISTING HOST
1/'N-20 x j4•:\ SCHED ACCO. X" 1/4 20 x 3/4' SOED ACCESS X SER�T D N ANCHORS PER
SIDEWALK \ 1 SIDEWALK , 4� IA- R
BOLTS W/ 1/4-20 x 3/4' S_ DOLTS W/ 1/4.20 X 3/4' ANCHOR SCIIFDOLC
WASIIERED _.� STUDS AT WASHERFU J/ STUDS AT
•.
WINGNUT AT W INGNUT AT -•' < R !!
.A 13'O.C.MAX I Ir ox.MAX I MINIMUM � ry
13.O.C.MAIL - - -- 7 13'O.0 MAX _ -----i EXISTING GlA21NG•
q - SF.
REFER TO
MOUNTING
SOCA NS/DETA MOUNTING SECTION THRU �� f
( - � MOUNTING SECT10N5/DETAilS � a�rXlunrAwcl.NwlNoove.
FOR ANCHOR SPACING I REFER TO CORRESPONDING EXTERIOR WALL FINISH i 15-2494
- MOu"TINGSECTIONS/DETAILS 7 BRICK, ICF, EIFS, ETC.)
FOR ANCHOR SPACING 3 N.T.S. Vi:RC SEC]I(:N PAep IxxattmoM
s MOUNTING SECTION 6 MOUNTING SECTION rr a
3 N.TS. VERT SECTION �N.TS. VERT SECTIONS —r
-- --- \�� �J3
\\\1111111 K t.0""Now'
V.E.
EJOSTINGHOSTSTRUCT RE \\\1^���•
77yy'' CONI TYPE
LEG AND/OR STUD MIN[MUM A` MINIMUM 'EIOSTHIG HOST ANCHOR PER ��`��•• V C
DIRECTION MAY BE SFPAR PER 1/4-70 K 00f1 �-'SITAR PER 1 ,L V ._
REVERSED FOR s(IIED 7/P SCHED T ANY ANCI I(Xt FROM ANS SCTiEO� N0.4 4
IN MOUNT EQ _SNDS
EXISTING- AT 6' 6L EIOSTTNG x 311 ANOiOR SCHH>ULE, _00
GLAZING O.C.MAX --- GLAZUIG x 3/P OOOfff EQ• EQ.
ANCHORS SPACED 1
T S1UDS
•6•o.c.Mnx. i 9: STAfr
-- yy12 t O R1 •,
ATC I { q5 'G .K` FCQ 4C
,�. ,# AU
O.C. f( iYZ.o 1 2 8i��c�S'••....1. _
7HOSTyy0((' MAX f�nEMBED �' IGxo z&o - t:_ .. 1Nao ,���"Sn�Nn
STRIICT DIST "CONN TYPE CS: �_I EXISTING rd 2J EXISTING x I/M n�
ANCHOR PER _ _T. Y7T OWING �N� GI AZING STWS
-_`�
ANCHOR SCIIED -CONN TYPE Cl: MINIMUM MINIMUM AT 6' Z ago Z i n
-� ANCHOR PER SE'FAR L }--SEPAR PER-� O.C. N ,gg n1&
HOST STPIICf M ANCHOR SCHM =,L HEO SCALED MAX (I
1 MOUNTING SECTION 2 MOUNTING SECTION 3 MOUNTING SECTION a MOUNTING SECTION "P Y
W
a 3` 1`0" VERT SECTION 4 r 1'-0` VERT SECTION a N.I.,. VERT SECTION N.T.S. VERT SE C71N NO
BUILDOUT MOUNTING DETAILS TABLE Z*• BUILDOUT ONLY EXISIINGINOOD "
-- --- TRUSWRAMNIG (3)6S"lac,SCREWS AT
)4"TAPCONS(SS IN!OR EI/b) -_-- _-� - ------ j �` 24.O.C.MAK INTO WOOL)
SPACED PER TABLE ) f08(� arc'UP / / 174' lY2" TRUSS/FRAMING WITH
�i LOAD TO B-r TO 0'•r TO 11'4" EMIIED t I-Y,MIN EMBEDMENT AND v Q
STAGGERED(SHOWN):(71 (pL/) CONN lY1E OOIIN TYPE CONN TYPE / �'MIN EDGt:DISTANCE
NN STAGGERED:C2 H
-1'x3"x);'.2'x3"x%',OR Cl L2 CI Q Ct l
(NON-SIAGGEREU AN(310I15 3"z3"x)j",6063-T6 m 13.r 13.r 13.r ll.r ll.r 11.0" a FXISiIYG
SWILL BE PLACED AT CENTER OF ALUMINUM BUILD-OUT TUDE 38_13.0"13.0'Ilr 121`13.6" 9.r -- - - EXTERIOR FINISH
THE BUILD-OUT TUBE)- 114 SMS SPACED PER 17 13.0-LI r 13.0-M.1 13,0"' O.S -
TA13LE 2,CONN TYPE C2 $ S• 13.r 124'13 r 0.r mr e s ¢
EXISTING HOSTTURF - � Y'MIN(fYP) IN) 130' &5" 13.r 8 V 13.r 8.5'
STRUCTURE -�-- - 30 20.9",6.6" 7.7" 4.6- s.8" 3.5" /� o c
TIL--I Yi MAX 8.6" 5.2" 6.1" 3.7- 4.G" j [XISTING- a
f .� 7.9" 4.2" 4.9" 3D" 4.2' GLAZING �1 XA
;1 �; ) SI 9.1":3.6•• 4.3` 4.2" 2'x5-x):"6063-76 __. \ 1
r MIN FOR 11 1 zd 130_ 4.2" ���� 4.2" 4.2" ALUM ANGLE OR S
MINIMUM
STAGGERED - �+ 30_ 13.r 0. 10.0 6.d' 7.5" 4.5' 4"x Y."GOb3•T6
INSTALLATION --- r,Y' `�1 30 11.2"_6.T' 7.r 4.T• 5.9" 3.G" AIUM PLATE SEPAR PER l? O
l`7 In 17 9.1" 5.4" 6A' 3.r SA" 3.3`
54 7.9- 4 7" s 6- 3.r s r 3.r u
12o s.- 3r sw- 3.T sr 3.rWOOD TRUSS
_ 6 MOUNT DETAIL
TABLE 2*: BUILDOUT ONLY a N.TS, vERTSECTIN
kn 8 5 9,
OR 3'x3'z)�•, R
_
6063-76 ALUMINUM .. ..._- SPe^s UP SPru UP SOIns lle 1 1S w lu .ti N
MOLD-OUT TUBE- �._ ( LOAD To CONN•-TYPE CONN TYPE CONN Irl
EXISTING PASS IITXi 0g� w d�d�'I�
/"MIN FOR -- _ p ) THRU WINDOW Slll N Fi4 IC 4 Sit 0
STAGGERED '-''' m w Cl C2 CI C2 W C2 e
ws30 13.0'13.0"13r 13.0"13.r tlr (WOOD,GRANITE,
INSTALLATION 1 z�n 1e 13.r 130-I_r 130-tl.r iL- TABLE 3: MARBLE,ETC.) EQ1(fl1 MAX L a ISt
y1 - 110 47 13.0" 13.0-/2 2 9 4 10.3" 6A' --� ---_-- ...� .i 6
i 3 F S 54 13.0- 13,0' 10.6"'7.7" 10.3- 6.r- Y,"1 EW SS % Al.l POINTS AWS W TM � 'I
} EXISTING HOST ;I II __--__� IN M.7" G.R. 10.3 6 8" 10 r &A TAPCONS WITH SOLID-SET WITH 1�"MIN -20 SS THRU 3 �Y
STRUCTURE- - I 1_ EQ Rm. IY"MIN EMBED � MIN EMBED PE��n� LT
HOT TS AT 12'O.C. � E �j
L TABLE I AND)'APPLY ONLY TO RUILDOUT C'ONC CMU_ CONC CMU WOOD "x5'xYi OR(1)
ANY 57 LIDDED ANGLE OR'P MOUNTING DETAIL.(7/3). - - - ----- '.y'6063-76
Yi TAPCNS(SS TIM OR FLOD) IILACK APPROVED HEREIN 2. TAPCONS SHALL BE INSTALIIlD WITM'IHE l2'O.C.I B'-O.C. 12"O.C.f 31'O.C. 12"O.C. EM ANGLL(S) i mrylpeAwCNMMooEt
SPACED PER TABLE l: FOLLOWING MINIMUM EMBEDMENT:
• STAGGERED(SHOWN):Cl -114 SMS SPACED PER THOLE 3 FOR(ABLE 2.CONN TYPE Cl • TO CONCRETE:lYf MIN EXISTING HOSTHOR SPACING i 15-2494
• NON-STAGGERED:C2. • TO HOLLOW BLOCK:M."MIN STRUCTURE:HOLLOW Kx3.e+
(NN-STAGGERED ANCHORS . TO WOOD:IYi MIN BLOCK,CONCRETE(3KS1 % PAOE"SCPIPTION.
SHALL BE PLACED AT CENTER 3. REFER TO SHT 6 FOR ADDITIONAL MIN),ON WOOD(G^0.55)
DF TILE BUILD-OUT TOO" BUILDOUT ANC310RNOTES. PASS THRU
4. THESE MOUNTING DETAIL_
USED INDEPEN E TLY Of ONE 1ONS ANOTHER AND WINDOW DETAIL `d
_'--- - N.1".S. VERT SECTION --IN CONJUNCTION WITH OTHER MOUNTING N.1.S. VERT SECTION
4 CONUITIONS/DETAILS DEPICILD HEREIN.
5 4 T (Q I,
- -- t
—_ '�•\GBNS•.., 811
19 Nt�.AE.
CLOSURE DETAILS � ., ..=.9
",`ttill11It1 ua
1 2
No.4654
MINIMUM SPAN TOP OR BOTTOM MOUNT MINIMUM SPAN
SCHEDULE
WITHOUT SCHEDULE NOTES: A'' STATE Of �;
-T- TOP �� ME AT 1. SPANS SHOWN ABOVE ARE MINIMUM �F ly ._O
Z a= ¢ ��a ALLOWA13LE SPANS HASFD ON ANY '.FSS/()NA\'- �'� y
�Ld -STRucruRE L I�,. Q Q 0 = El COMDINIONS T MOUNTING ���N111t111111111t�1 z W W U�o•
3 � Cn1 O S N2 p� CONDIITUNS AT'tUl'UH NOTION. PANEL � �` >ULL0ff�
MOOT _G
LENGTHS l[SS THAN THO$t NOTED IN Q (9 3
{Et DBUECTmom 32" 30" 33" 30" 30" _ 30" 30" TABLES AFIOVL ARE NOT ACCLPTABLE. •� c mHallNOINIF) 32" 30•' 33" 30" 30" 77 30" �•' 2. NO SEPARAI IDN FR(MtGLASSIS LWALL MOUNT CLOSURE aeQLnafowHFNPANEuencrHlsWW•F TRACK 37" 70" 30" 30' 73" 30'• 30` w
II 1 --- - - '- --- GREATER THAN THAT NOTED FOR
REVERSE'P ANGLE 3r 31Y' 33" 30^ 30" ]z" 30' w" ^; _I
CJ 3' 1'-0' PLAN VIEW -- --' — -- RESPECFIVL MOUNT ING COMBINATIONS O K a Y �
U B.O 2x5.+STUD AIKaLE 32" ]D" 33` 70' 70" 32" 30" 30'
8.0.'F TAIKK 3Y' 3C 33•' 30" 3V' 32•• 30•' 30: ABOVE. mW
i --- — - 3. EIDE CLOSURES REQUIRED IF GAP
F SiW ANGLE Y1•HEADER 30" 30" 30" 30" 30" 30" 30" 30� BETWEEN PANEL AND STRUCTURE
(TRAY MOUNT) 37 30•' 33" 30" 30" 3Z• 30" 30" EXCEEDS DISTANCE SI IOWN IN
HORIZONTAL SECTION DETAILS(REF.
DETAILS 6/3,113 ANU 9/3).
MINIMUM SPAN EIOfTOM MOUNT - - -!NETAIH FS ABOVE ARE VALID FOR
SCHEDULE PAL$MOUNTED HORIZONTALLY OR
V5,
EXISTING MOSTTOP/OOTTOM CLOSLXUS MAY 'dar
�1QQ
2 1 STRIFCTURF.,TYP. NO TOP/BOTTOM CLOSURES < q CONSIST OF N AL SI TEFL OR
299.
2-
L ri FFF G �. qqq SHEETmoi "MEN)NUM STEEL OR 02-H MIN 1
1 SHEET ALUMINUM OF ALLOY II50'7 ERE OR
a X13 ` r d 3004-H34. REFERENCE DETAIES HEREIN I n Illnnn o
--- / DIRECT MOUNT_SF 32- SS" 3Z• 37' S]" 30" 32" FOR DEPICTION OF TOP/BOTTOM I
..'-t F- STEW AE(WALL MOUNT) 32 30" 33" 30" 30' 32•' 30' 30' CLOSURE MOUNTING REQWREMENTS.
NGL
t/2'MIN l j -- - -- 6. STORM PANELS MAY BE INSTALLED
T•TRAM SS" 33' ST' ]3" 33" 55" 30" 33 WITH A 12•MINIMUM SPAN WHEN F rA
m \ OVERLAP' , REVERSE•MANGLE 37' 30" 33" 3 30" 32 30" 30 H O
INSTALLED AND
A CLOSURE ANGLE AT
ANCHORS AT 12.0.O.0 POR P. 8_O 2x5 r STUD ANGIE 32" 30" 3 30" 70: 32" 30" V.S9q/OR _. __ BOTH TOP/WU BUI TUM.
u B.O.'F•TRACK 53• 37'_SS' 3Z' 32" s7' 30• 3r
LESS,OR A7 5.7.O.C.FOR►�120yLF OR IESS p - -
(USE ANY ANCHOR FROM ANCHOR SCtEO) H "M'MEAOEIi 30 30" TCT' 30" 30" 30" 30" 30" m rc r2
...STUD-ANGI.E_i7itAP MO_UNT1 3r 3a' 33" 30'• 30" 3Z' 3W 30" O r.
n z TRAP MOUNT CLOSURE
OA
STRUCTURE
Y MOUNTING CONDI110N MAY
ON
USED.END CLOSURE MAY
SO CONSIST OF STUD ANLL t S,
HEADERS,OR H-HEADERS.
- E BFNI)PANFI.AROUND 1/4' •�!!
4riL� CORNER&STITCH TO 1 2 MAX
AUlACEN1 PrL WII H (� 2htY(MINIMl1M) I
T FASTECONTINED
IS WIIINGtt' I j'
C WASH REO N 2 FANENEU WITH
O� WAST IERED WINGNUTS 1 USED TO FAST I 6
AT D.C.24. (TYP) MIN.PANEL OVERLAP \_ r 8 USED TO FAS71:N 'y I
/ _ SHALL BE 1.5 TIMES I � PANEL TO MOUNFINGI.E 1--",. IIIF PANFI MLOIFCTION ANfITORS AT 12.0.O.C.FOR 1 EXTRUs10N011u FAS FEN PANELS10 EXISTWG HOST FROM THt E%ISTING P-59 P:1 OR LESS,OR AT 5.9.O.C. /EQ DIRECTLY TO HOSTdHTO STURDDEO EANGIE V 1 STkIkTU!! HOST STRUC rURE _ PRO)ECT10N FOR P,120Pst OR LESS(USE ANY ++ s7REx1UREI lkl ay(TOP S BOTTOM)AT ANCHOR FTtOM ANCIWR SCIEO) I ACHORAGETO NOST
_ STRUCTURE PER fpAQ9
OIRBMNCL Rrwtimlrc
CCLOSES TO VORNER EXISTING HOST I MOUNTING SECTIONS 15-7.494
j (EACH SME) SIRUCTUNE �/ ne.[R1vTloNi
! 3 CORNER CLOSURE 4 PANEL OVERLAP s BUILD-OUT CLOSURE 6 TOP BOTTOM CLOSURE
5 N.T.S. P{All VEIN 5 N.T.S. PLAN VIEW 5 3'-1'-U" PLAN VIEW 5 N.T.S. VERI SECTION I IF
ANCHOR SCHEDULES "',R,IH 1`y 1RAAf)D.t-F
2"MIN EDGE DISTANCE_ 3/4'NO EDGE DISTANCE .
UP TO IPO* -- -- 61»Os UP to e'-6' - ---�.._w Up to lY-0" - r$r ----SVa6sTIDT� - �K OVwr-i------ ---a•- UpTo l2��"
LOAD
TIVE
ANCHOR
NN
S J _..... .AnuloR loan --- - -"- 2a0/7.0-10.6"17.0'13.0-ICS 3 C2 3----- CS -`_ __. !Air 113.0"ICI3. C2 Clr
55 7APCON WITH 1.3/4• 30 13.0-I1P�_�.0"13.0"13.0"13.ANN 7Yi[- CONN TYPE L� " OpNI iY/E BONN TYPE •• C3 ;CS
x ._ Cl C2 C3 G CS Cl Q_ C3 G CS Cl _C2 C3 G CS _ .( �).Cl C2 C3 G CS Cl C2 C7 G 17 0 13.0^ a.�.t l-6-13. 13.0" /• UI 4
- - 1/4'TAOCON ELCO OR ITW) 30 13.0 13,0 13.0"13.0`13.0"f10 13.0-U.0 110"
EMBED(1192 PSITRCM M SNC) 437_ 11,0"SIP 113•_0"7A"13.0"13.0' /,S_" 731 1].0'*11LIP110-IIP 0.3" &5" 13.0• 9.0" OR t14 WOOD SCREW W/ 3B 13.0" 13.0 13.0'IaP 1].0"110 i1P 1aP 13.0"� 6.0"�'5.2" AT ,$•n z F
_ IaP 1_3.0' 6.T 5.3".1_3.0" 7.2" 1-1/T FNBED 47 13.0 110 13 0 lad'13.0`13.0 &T 6.IY ll O' 5.9- Il 0` 6.2- ILP !
-�� H 13.0"!3.P u0-13.0"13.0"13.0" 8.T 6 S I3A' 0.9" U.P 5.1r 4,6' 11.T 63" _S• 13.0-17.0 13 0"13.d'13.0- 13.0- 7 6" 5.9• 12 7 S 2" U.0' S.1" Ix 9. dT 1•,A/ • ~
120 5.4 S3" 4.1" 5.1" S 7^ 3.0- 3.T ai' 1.0' h---~� 12_0 9 9" 4.0- 3 It" 4.3" 3.7' 3.5" 3,4" 2.7" 3 U 7.J" 2.S' 2A" 2.2' y _O
F 1/4'EI CO►ANEtMAit WITH 30 17.0 110 13.0-13.0"1 i.0`13.0-U.0`lair 13A"110 13.0"13.0-13.0-laP 13.0- 1/1"EIAD PANELINT! 30 13.0 1_3.0 13-0••13 0"13 O' 13.0'13.0"13.0"13.0'13.0"'13.0"13.0 13.r 13.0'1 .dj � !j 1��U J
1-3/•1'MIN EMBED(3350 PSI 3B 13.0"13.0"13.0 13.0 13.0"13.0"13.0"13.0"13.0 13(r!LP 10.7" 8.3" 17.0 11.5" - 11011 2 ••-d A '
.. (FEMALE,MALE.OR PLUS)W/ 38 IJ.O�].0"13.0'13.0"I3 d'13 0"13 0'13.0"13.0"13.0•'1!O•10.3" &1 12.1" S.9" _
1 MIN CO ) t7 13.0'13 0"13.0 17 0-13.0"13.0"17.2' 9 S" 13.0 I3 0-13.0" 8 6` 6.T 13.0' !.3" 1.2/0- ENDED 47 13.0 13.0"13.0"13.0"110'13.0"11.8" 9.2" U.0- 6.8" 13 0" 0.1" 6.S' 9 B" 4.0" ���pp 1y j W�`e
" NOWAIAwmwMD S• _110"13.0'13.0 Off-13.0"13.0"70.6" 8.3' U.0 11.4 13.0' 75" 5.9' 13.0•' B.1" 12 * 54 13.0-/air lad•13.0 13.0•'13.0`10.3- OA" 12.0 5.9" 130 7.Y _S.T B.S"14.2" U c m LL 2 1 -
* FT(-01�1� 130_ &9" 6.d' SJ" 6.5" 7.3" 99•' LB" a7 1.6' S1" 3A" 3.4" V/ 3.3" 31W � �. IN 6.T 0.S S.1 1.7" 3.8" 4.7' 4.6" 3.6" 13' 27" aT aY 2.0- 2.4 f//� L nl W F
r 114.20 ALl POINTS SOLID-SET b L10"13.0"13.0-13.0-110-13 0 13.0 13.0"13.0"lair 13.0-10.6"13.0-13.0 13.0- 0 7p6'WOOD BUSHING W/7/0 30 13.0"13.0-13.0-l3A"1_3.0`13.0'13-0'13.0 13.0"13.0"13.0- S.P 1].0-la0113.0"
_-_ ._. _ 1'' p
WITH 7/F1'MIN ENDED(31KM N 13.0 13.r 13.0 13.0 U,P 13,0"13.0"Il ;13.0 110"13.0• 0.4" Sir 13.0-10.5' " MIN EMBED B 1/420 S.S. >B 13.0"13.0 13.0`l3.P 110 130"13.0" 13.0 13.0 13.0-IZ 2• CrLS' ]S" i2.2" 3.6" W W �9 �E
PSI MIN CONE) 47 11.W 130"13.0`13.0'13.0'11.0 9.6" 75• 13.0'130"13.0_ 6.0- S.T•13A' &6" MACHINE,SCREW _47 13.U"13Ir 13.0 13.0 I30 19.0 5.2•' 4.0` 13.0" 4.1" &P 3.Y 7.0- 9.0- 2.9"
* 54 13.0'13.0"13.0'13.0"13.0'13.0" fl3'• 6.3" 1:1.0"10.4-13.0- 5A" 1.0 13.0- 7A" * p,A� Sa 1J 0"13.0 17.0"13.0 13.0 ILI" 4.V' 3.5' 12.2" 3A" &0 3.Y 2.5" 0.6" 2.5" p W
120 5 9" 6.6" 3.8" 3.8" 1.1" 4.7'- 3.1" -_120 2 9" L9" j311
3.2" 2 3" 2.1" 2.d' 2.2',
1/4-20 POWERS CAIN(IN WITH 30. 13.0 13.0 13.d lair 13.0-47-0"73.d'130_ 13.0`U.0`13.0 6.T /3.P i1.Y I3.sit Ur NAG SCREW oR HANGAR ]0 13.0-13.d' 13.0 13.0"17.0"llP i3.P 13.0'13.0-13A"12.T 13.0-lair 17.0- ~O <
$yp //N'MIN FMHED(3000 PSI MIN 1813.0 U.P!3.0`13.0-lair 13.0 IAP 13.0-12.0-12.0"13.0 5.3' 1.1' 9.1" S.2' DOLT WITH 1-]/32'MIN 30 UA"13.0 3.0 13.0"13.0"13A"110-13.0-130'13.0-!0.P 7,8' 11.3" S.T
p
CONC.) /7 �laP l70 13.0-I7.P 110-laP i.0- 1.T l0A"10 r 11S 1S 3.T 7A' 1.2" TIMEAD PtNt1R iT1YtEAD� _47 13.0"13.01 3.0 13.r 13.0 11.4 l.Y 12.9" 6A' 13.0- 0.1" 6.3 9.1' 4.0- -.
f2P 12.0-_110 S.l• 11• 9.0 12' 10.0" aT 69 3.T * P��EFE7R 13.0 U.0 17.0-/3.0-17.0-10.0 7.0' 11T 5.6" 130 7.1" 5.5 7.9" 4•Q'
120 3A' 1r 3 3.9" _ _ _.
rW 120 6 5' 6.9 LS 3.6' 4.6 15' 3.5' 3.1" 2.5 3,2 3.2" 2 5" 2.2"
IN'ELCO III TRACON OR ITW ]0 13.0.13.0-i3.0-IIA`ILP 11.T 11.T ii--i- 9r _9s" O.T 11" er 6•T 6.T 1/4'TAVCOII(KCO OR ITY) 300 or 13.0`13.0'13.0"13.0'•I33Y 13.0"110 13.0'•13.0"1J.0" 6.2• 13.0" 13.0"j13.0" W
AAA '
EMBSs ED
WITH 1.1/4' 30- il.d'13A`17.0-10 S'lO.S" !.Y 9.3" 9.Y 7A" 7./" 6A' Sr OR 114 WOOD SCREW W/ 70 '12.0' 13.0 110 13.0"t3.0"13.0-�13.P 13.0-13 0- 13.0`13.0- 4.9.".3.6- 10.81.7" 'vTd
_..
.� !7 10.0-10.6"1&0- 8.S 8.5' 7.0-- i.0- &P 53" 4.Y 1-U2"EMBED 47 13.0'13.0 110 13.0"13.0"13.0'1 S4" 4.4" 12.3- 4x ID r 4.0" 3.1' 0.T7.0- ZZ Q9t�
;A (�_311111� 9.Y 9.Y AT 7.r 7.r i.S' S.Y 4.6' 3.T � S'4 13.Y•13.0'110 13.0"17.0"13.0'I 4.9" 3.0 10.7 10- 9.Y 3.5" 2.7' 74-42.6* d X
CL // f 130 3.2" 3.1 74 3.1" 7 3" 1.7^I 2x 2.2" /l •• v to W
- {1 - Fp
i/1'FICO FANELMATE W17H ]0 17.0 13.0-17A'1x0-17.0"13.0"13.0 13.0 13.0 17 P(l.0- S 1 !3.0-13 0"17.0 g I13.01'
t-1/4"MIN EHBFU .___ - _-.-_ ._. .3 _,. Ur QCY)PAFIFIHATE .IO lI.P 13.0- 1i.0-�13.P Il 0"13.0"110 33.0-11.7^ I1.T 110- 7.J"13.0" BrInd
o W
Y _ -
tl /7 13.0-13 P 11V 13.0-13.0"13.0` 4.9" 3.8" 11.9"11 9" 9.Y 3.S' 8.5 1.1 1-71A"M N EMBED O 13.0-!3.0- 13.0•U.0`U 0'Il_0 13.d'13.0- 9.2" 9.2" l3 d' S.6' 1 4' 6S 30 1].0 iS.P IlA"13.0"17.0"17.0 13.0" 13.0'11.0'130 fI.S" 4 Y' J.3i05S.1' 7 FEMME,NAIL,ORPLUS)W/ 70 t1P 17.d t70- - 10.6' 10 6'LI.P 6.4" 50' 7 5" 3.7" 12.1" 4.5" 3.5" 5.3"1.3.-
U Tw9.29 i' 110- 55' 1.3" 6.5" 3.2" 30.5" a0` 3.1" 4,6"IM-20 ALL POINTS SOL16 SET 30 17.0-13.0-13.0- UA" 11.0"13.0"lair 13A"13.0' 8.9" 13.0"U.0-13.0- 1/1 LAG SCREW WIIM OR 3D U.0- 13.0 13.0 " 2.5" //1 S4 13.0-13.0-13A`tad 13.0-l l.r 9.7" 3 3" 10.4" S.l" &1' 3A" 7.,' 7.6' S• 110-13.0 13 01 I7.0II.P130.1].0-110-13.0-Il0-11.T 13017.0" �00�W /B'HIN CMe[D ]e 17 '130 130 17 0 13.0-13 0 13.0 13.0-13.0 7A' S.5" 13 P,7.3' HANGAR 801.T 2-7/32'IflN13 !30110.13.0•U.0-13 0 19.0'llP 10.0- 7.0- 11.7"13.0' 8.0 _6.Y 110 17.0-ta0 S.T IA10 65.9TMRtAD ttNITR . 71READ`- �� 17.0"1>0" P 1 U.0"t1 4" &SI" 12.T 6.4Lar &1' 6 Y 9.1"_ ._ �.SA' 13.0" 7.2" 13A' I.0- 3.9' 9.2" 5.1" 17.0-(a0"U.0-13.0-10.0- 7.0- 11.2" 5.6 110" 7.1" .Lr7.9" j
7 170 ILS" 4.r as" ISO 6.5' 6.4' S.P 1.3 3.6' 4A" 4.r 3.S" al" 7.S" 3x 3.r LS' 2.r S
i
ANCHOR SCHEDULE_ NOTES:
1. 1/4"TAPCONS MAY BE BY ITW(S IAINLESS STEEL)OR BY ELCO.'ELECT PANLI MAIE'ANCHORS MAY
BE MAI F,FEMALE,OR PANPI MATE PLUS,AS TI3.USTRATF.D. HEAD STYLE MAY FR=Slll 13/32-OR q q
WASHERED 5/8"HEX HEAD, G S
p 2. ENSURE MINIMUM2"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW MOCK.
7 EDGE DISTANCE OF 3/4'IS ACCEPTABLE FOR ANCHORS T(1 WOOD• Lid
d 1i
3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND e
UDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTTER WALL FINISHES.
4. ANCHORS SHALL Dt INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 1� 6
" WHERE EXISTING STRUCTURE 15 WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD q 1
VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. C$
6. WHERE ANCHORS FASTFN TO NARROW FACE OF STUD FRAMING,ANCHOR SHAI 1 FIF 1 OCATFD IN
CENTER OF WIMINAL 2x4(MIN)WOOD SFUO(I.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS �gill
a R
TO WOOF!FRAMING). WOOD STUD SHAIL Of"SOUTHERN PINE'(FOR G=0.55 OR GREATER DENSITY) `+ P I
OR*SPRUCE PINE FIR'(FOR 6-0.42 OR GREATER DENSITY). tOMRfAFIANNLlFNWDOP F.
7, ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN 15-2494
SPAIN SCHEDULE SHALL APPLY.
u Lr
8. MACIIINEHAVE
SCREWS SHALL HAVE MINIMUM OF,OR ENGAGEMENT'S DEWTHREADS IN BASE ANCHOR PAGE D[BCAIPTIONt
AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT-)U.N.O.
F 9. Ik DESIGNATES RI'MOVARIF ANCHORS. PANFI S SHN 1 RF MOUNTED DIRECTLY TO THE HOST
s] STRUCTURE ONLY WITH THESE ANCHORS,LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO I,�d
ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE.
10. E,0//aJ DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. /J
1 W1NV.L BttpAq(N>,V 1
\\\\111111 HN7�YI.Q�G'a9 '
No,465 "
'p'•• STATE OF
In 10
"�/NNnllull i..X d
zk �m
POSITIVE CONNECTION H-HEADER U-HEADER wW .9
MINIMUM GLASS MINIMUM GLASS MINIMUM GLASS 061
SEPARATION SCHEDULF SEPARATION SCHEDULE SEPARATION SCHEDULE
_ MWIMUM MINWIUM �. RIMBBMM _
MINIMUM MBIIMUM MORM11104
SEPARATION SEPARATION SEPM111 Q0
SMM SEPARATION AT SPAN SEPARATION AT S►AN SEPMATIONAT
LOAD �� AT OR FIrvAHONa LESS ATdI ELEVATION. IESs AT OR EI,EYATTONa
(pSF) BELOW 30' KU)W 37 BELOW 31Y ^'
TI" 36ABOVE TRAN 30'AROVE THAN 37 MOVE
GA GMOE ARMGRADE
GRAIN MMOIM� GRADE
tq
1'4r 7.7r 1.65• A'-7' &W 7.1r, 61•r 3.9r Ari"
y —— -
7 38 7'4 7.73` 4.38^ T-y" aMT f.N" S-7' 7.98" 2J8"
0.78" 6.71r r•01' 9sr S.""
7.73" I.Or W-W B.6T ts9" 9 O W
V 40 74r 7.73- 4-W 51-V 8.60" 4.10"
1'0 ifir 3.98` _ S
fd T.
u r•0" 7.73' -..----.SAS' 3p
10'-1" 7.7r 7.3r
g r4r z7rr 1 Bi" GLASS SEPARATION
so roe zir --i-40— SCHEDULE NOTES: a
•r 9'-1' 7.7r 6.87' .._. ..-_.__. _. - � N
t4 7.73" iO3 — 7. GLASS SEPARMINIMUM
SEP RATEDULE
ION
_ _ PROVIDES MINIMUM SEPARATION
E so ri0' 7.7r &N4" DISTANCE REQUIRED BETWEEN EXTERIOR U i
FACE OF GLAZING OR OTHER PRODUCT _
q r-r 7.7r 657" BEING PROTECTED)AND INTFRIOR FACE
S Afi 7.7Y 2.20" OF INSTAL LED'-;TORN PANEL.
6.7 7.73" 6.38' 2. SEPARATION DISTANCE PER THIS
120 r-1? 7.7r 174• SCftE DUI IF IS REQUIRI.f)FOR USE WITH
-- POST tIVE IOAIIS ONI Y.
3. SEPARATION FROM GLASS IS
REQUIRED ONLY WHEN INSTALLED q q y 12
WITHIN ASTM WIND ZONE 4 AND Ii[¢d O
ESSEN I IAL FACRITIES.
x 4
s I ! P
o�rRlalrtrgARCFsw(uuovl. �
15-2494
ALC;
PAOB DISCRIPRONL
r.r
w