HomeMy WebLinkAboutProduct Approval Property Information Building Information
Owner: Meyerton Wind Zone: 160 MPH.
Address: 70 Mediterranean Exposure Category: B
Port St Lucie,Fl 34952 Minimum Building Dimension: 30 ft.
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) [:�Height(in) Elevation(ft) W Pressure(psf) Pressure(psf)
ILIE
I End 53 55 7 31.0 -40.5
........ __........ .... ... ._.._... .......... ......... ......... . ......... ... ....... ........ ... ..... ... .........
2 Int 53 55 7 31.0 33.7
....... . _. _._....... ...... .. _.. ._......... .___._._._ ......... ...._._.......---- .. .....__. ......_ ..... .. .
3 Int 53 55 7 31.0 33.7
_.........................._ .........._..: .... ..._ ........ __ .......... ...... ----......... ......... ....... ...... .
4 End 74 55 7 30.3 39.1
_... .... .... .. ..__ ........_ ....... . . ........ . ... .... . ......_ ... .... .......... ..._..... . ........... ......._ _.
5 Int 26 40 7 32.5 35.2
......... _................. .__ .._ _....... ................ ..............
. .
6 Int 26 40 7 32.5 35.2
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
Florida Building Code Online 1'a��Te 1 of
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r = Product Approval
,'USER:r: fic User
>Application Detail
FL jl2r%�75=7j
. .. A^^;Cation as t`d?c' Rev cio:'i
Code Version 2=0 -"
Appiicaic n Status Approved
Comments
Archived
Producr?Manufacturer —£: `..4S,
A.doreSS/Phone/Email 400 West t•McP3ab Read
Ft. Lauderdale, FL 33309
(954)493-8551
tomi stc-alum:com
Authorized Sionature Frank Bennardo
frankP enoexo ccm.
Technical Representative Thomas B.Johnston
Address;"Phone%Ema: Oce west McNah Rd.
Ft. Lauderdale, FL 33309
(954;970-9999
t077i -C-alum.corn
Quality Assurance Representaanve
Address/Phone/Email
Category
Sudcate0ory rA_i,Z --flo7.
Compliance Metho+? _ EvaiUation Repoci from a Fio'".tda Registered Arc 1!eC'or a Licensed -
Florida P-ofessional Engineer
..
Evaluation RePor,- 'lar di:py Received
FloridaEngineer or Archite4 name 4vha Frank L. Bennardo, P.E.
developed the Evaluation Report
Florida License PE=0046549
Quality'Assurance Entity National Accreditation&Mlanaae.ment Institute
Quality Assurance Contract Expiration Date 12/31?2016
Validated By ORLANDO L.`BLANCO,F.E.
>r
'Validation Checklist-.Hardcopy Receivec
Ce <ificate^F IndeDerd-ence
Referenced Standard and Year(of Standard) Standard Year
ASTt°t E1886 2005
ASTPME1996 2,305
ASTiIE330 2002
l>ttp://\vw% .faoridabuiIdin«.orig/pr/pr_app—dtl.aspx'jParam=wGE-VXQvvtDgN;gk7yH-N4uo--b... 4/1 A 2016
Florida BU Idili Code Online Paae 2 of 3
TAS 201 1994
TAS 202 1.994
TAS 203 1:94
Eculvaience of Prod!ct Standards
Ce` It=d By Florida License= Prdiessional Engineer or,Archaect
Ser-,tons fron';the CSde
Product Appro ., Method Method 1 Octicn D
Date_Sutrr,.:ted 04;21/'2015
Date Validatedt)4 /O/20115
Dote Pending FBC Approval 05;06/2015
Date Approved 06/22!2015
Summary of Products
��tFL# [!Model Number or Name
_ . EDescription .1
;;13757.1 i)6.8 Accordion:S gutter Large Missile T ^pact Resistant Accordion Shutter Svstem`>
?Limits of Use Installation Instructions
Approved for use in HVHZ: Yes 7 = I'
i Approved for use outside HVHZ:Yes V r t?d BY: Franr L. Benrardc, P.E. PEt Oc6Sco
Impact Resistant:Yes i Crez ed by,independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: See installation drawings for Eliowable
iscanjpressure combinations and additional limitations of [ Ceased by Independent Thing Fc-?y: Yes
use. I
l;
Y13 !Large i-fissile Impact Resistant Accordion Shutter System i<
_
Limits of Use "Installation Instructions
Approved for use in HVHZ:Yes •� : ., ., �.� "
Approved for use outside HVHZ: Yes l Verified By: Frank L. Bennardo, P.E. DE0046549
Impact Resistant: Yes Created 5y Indep_ndent Third?a y: Yes f
Design Pressure: N/A I Evaluation Reports b.
Other:Se=_ installation drawincs for zli;;+.vaote
n/pressure cQE7lbif:ailOns and additional?i.MIMt_^s 7 i C eat_.''i b. independent Third Party: Yes
13757.3 c.A. Essenttzi:acuities Accardien "Aluminum accordion shutter z prevec up to missil_level1
11"E'l for use with essential facilities and v tnd Zone 4 1
i I applications.
hLimits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ:Yes )Verified 6v: Frank L. Benrardo FE-0046569
Impact Resistant:Yeas Created by Independent Third Party: Yes
DesignPressure: +110/-128 Evaluation Reports
Other: See product drawing for add i o,al information _
anti rage, etc. Create_ by Inc=oendent third Partv: Yes
.conte=tic: 29-0 North street.-al:anassee= 9 PnGri_�
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Product Approval Accepts:
http: :';�,;;�.floridabuilding.or.��pr;'pr_app_dtl.aspx?palani=;;GES% Q;;-tDQv2k7\7H'�7:uo- b... 4.14;'2016
6.8 STREAMLINE SHUTTER M7p�DO,P.E.
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ;'� ��'
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = N�o4. 6
CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE
INTERNATIONAL BUILDING CODE((IBC AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH o A �ry Qo
MEETS MISSILE LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. 90'. a ��
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BEDETERM '�CC
REI REMENTS AS DETERMINED ER SEPARATE IN ACCORDANCE WITH ASCE 7-0 ANIN ACCORDANCE WITH THED CCHAPTER 16 9 OF THE ERNING CODE. SURE TOP TRAc�(i7j7' 1. .139
FLOI2SDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN w= X I-
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w u�w
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ¢ z o
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 m
SAFETY FACTOR. Z Al p w>
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND L l 3 8 w
ZONES,IN ACCORDANCE WITH ASTM 1996-09.1T IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3 3
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. m a a 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 'we
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o 'D p
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE = a
R DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 1 vO
SHALL BE USED. _ G
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N
SITE, r.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f w
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME D.
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER OF6
ggq���qqq
61G15-23 R THE FLORIDA ADMINISTRATIVE CODE. �� o10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THECONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ya o ry
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Niia
o
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
WHEN THE
S, HURRICANE PROTECTION C, )Z� 8 a
12. WHEN THE S]TE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. -BorroM �'G
OFFICIAL MAY RE,UIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFITING HIS/HER APPROVAL. LOCKING MECHANISM,SEE
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o g
9 INFORMATION: TOWN&COUNTRY INDUSTRIESg
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION 4
TAS 201,202&203 N.T.S. EXTERIOR ELEV
FLORIDA BUILDING CODE APPROVED TABLE 2' 1
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL E "
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ o
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 9 �
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS,USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN >30'ABOVE 5 AL ABOVE >30'ABOVE
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 30'ABOVE I
N 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE o s�
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. _ g
23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-5/B" 2-3/8"
99" 3-1/2" 1-7/8" 3-5/8" 1-7/0" °
TABLE 1: 120" 4-1/8" 2" 4-114" 2"
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2"
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE 6e
MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: k .8
SPAN SCHEDULE HVHZ:DEFNED AS
AT EACH RESPECTIVE SHUTTER SPAN, 2. ND T-HVHZI O
DEFINED AS ALL LOCADE A ONS OTHER T AN MIAMI-DADEFLORIDA.UNTY AND BROWARD COUNTY CCOUNTY AND BROWARD COUNTY I LeE�vvmOPE
2. LINEAR INTERPOLATION BETWEEN SHUTTER FIORTOT.
POSITIVE NEGATIVE 15-233
SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE:
SPAN PRESSURE PRESSURE PAGE DESCRIPTION:
.s DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30".
_ IPSF1 (PSFI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
a�E
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'ABOVE GRADE.
u 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
5 ON FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" 43 40 E1996-09.
a
\\\\1 NYEO�♦'�541/�/AR;0,P.E.
PROJECTION VARIES
0.115"2.874" 4.874"MAX,
'
0 0.062' 0.450" N 0.080" _
0.125" ry �•
0 1.830" 0.062" �*;
1.708" 0.100" rrnn
n 1.708" 0.100" ^� --�- 0.080" r 0.063" U*
0.195" 0.096" 0.195" 0.060' o �- 1_ 2.820" 3 TE N
0.070" ry 0.060" N Z v
t' -1-•; 0.125" 0.630"
ZD to .0I0.630° 1.993"
0.062" 0.062' 14 . " NN •/`•/r./,/• �� laGQ3 L0.630" 0.630^ . .
69"- � 0.971" 0.143"0.062"
7" 0.630" ZD
0 060" 0.0G U a'
.:3�
a0.06 - 70
4 0.0620"200.20000.630" 0.062'
1.069" zz.0
Z w .
a
0.200" I -4 0.062" 0.200" H 3
5.745"MAX. SUPPORT LEG OPTIONAL-/ �-1.069"-I 0.062" 1.069 0.062" W w
5.745"MAX. N 3 u
OWALL''-= O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL / 0Lu
-.SCALEOHALF'SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE •+�
a
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL In
ON ALL EXTRUSIONS m
0.874"� 2.655" 0.875" LL
- 0.10 -0.1O025.195" I " 2.195" 1.2nN30-
1.229" 0.060"07 5" 2.
czi5°
1.069" N%r 2.362"
10ry 4.84' ca
U
4.5301.069" 0.105" 0.075
4.510"5" 0.075" opcsrW
mMMOj
0.994"�
m --1- -- -j- NOTE:TESTED THICKNESS OF a
€ 0.761" 4.510" �
�-3.506"� BARE METAL W/O PAINT IS 0.039" � -Q„
bO SILL O SILL ADAPTER O EXTENDED SILL �O EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STRE-AMLi E-F!LAT%BLADE Q ��
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SO LE:.HALF,SIZE I
SCALE:HALF SIZE
G gq III
° 0.477"
0.143" 0.080" 0.590" 0.341" 1.5%0" 0 510°
g 0.143"-{ r .06
" 0.070" 0.245"
1. 0.143° 0.0960.060" ¢ 4g
Y • g
' T 0.115" �® 0.117"
4.753" 012
.080"0.090"ry
4,510" 0.096"
&
R
0.044" 0.227" 0.080"
0.682"F2..22"
0.630" 0.060" WPfiECNfFR4G{L6Eh1WtllOPE
0.693 15-2339
NOTE:THICKNESS OF BARE ,--1.625"-� H-0.420" SCALE.
_ METAL W/O PAINT IS 0.039" PAGE DESCRIPTION.
15 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP Lgb WALL SILL
R SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
fl o�l
1.950"
LL0.125" 280",1�I NYLON WASHER OR •�C //
r 0.610' STAINLESS STEEL I I 4 0• �? T}
ASSEMBLY r ALUMINUM JI�,I 0.357" }T
T 0.320"0 HOLE o w +1 0.276"}I10
o a o o z o #10 x 2-3/4"410 HT S.S. I I �' ,•
00 0.880' NYLON 'i 9 o n � INSERTS / 0.591" 3
0.05 WHEEL ti p O.lT 2p"o SCREW W TC ULTRACOTE o
ri -r INTO COATING r+ Z ATI OF,4 0r
1 1.100"{ F0.240" L� r TRACK (TYP TOP&BOTTOM) ry 0.062" ''/oAV
�j
NYLON BUSHING W/WASHER: �_ /// F 'a
1 I TYP.AT EVERY OTHER 0.750" 7/16"o x 1/2"@ INTERIOR JOINT TOP 0.154"A 10.137' /"I V` U
I 5'MAX. --I INSIDE JOINT ATTOP. 0.8'10" 7/16"o x 1"@ INTERIOR JOINT BOTTOM
_ _ __ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR V LL xx
19 ANGLE -'"` HOUSING-ZINC DICAST,POWDER COATED W
22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT rrnna auk
SCALE.HALF SIZE O SC_, 24 28 U
SCALE.HALF SIZE'' NOTE: MAY 8E KEY OPERATED OUTSIDE SCALE.HALF SIZE SALE:HALF SIZE •� t no w o Q
OR KEY/THUMB TURN OPERATED INSIDE. Z W T 3
006
0.250" W
23 BRASS.PUSHEN 3
g SC'A L'ErHAtF'SIZE-
S p
LUW••
80.155" 0.623" 1.978" 2.125"
110.500" 4.000" 0.236" 1.742" 0.286" 1.603° a
0.500" 1.710" 1.224" 0.267"
N 0.790" 0.090" 0.319" ro 0.531" 0.531" 1 G
ri0.064" "nE
2.250" :nn 0.09
0.250" o o -]L26
-6' 0.607" 0.607" a w-✓j 9
a
d 0.118" -' 0.224" 0.239" in
2.750" 2.000° 0.060" 0.496" 0.240" v'n� �n� a N ?� 'g m
O27 RAINGUARD 28 DECORATIVE FLOOR TRACK 1.7se^--I 6^ i + o.z4o �?m�
SCALE:HALF SIZE O SCALE.HALF SIZE 0.160 0.222"1 I' L
�. :��r.:._z=.7 1.001 0.062" 0.062" 0.062" x0.176" c u
g 30 UNIMATEnL"'OCK � 31 MALE BOX CENTER 32 FEMALE BOX CENTER `JE
b SCALE:HALF SIZE' SCALE:HALF SIZE SCALE,HALF SIZE
m 41-0.062" t o o g
a
� 5.500"x 13/16"WIDE "0.400" `Oc
7/16"0 STAINLESS
F ,� x'16 `p�b
7' STEEL NUT O S
I
!/�10.NTERNAL
Fm 0.125" 'T t' nj \ OI3Bb..
I I 0.438"
0.188" 5/16-18x1 MACHINE SCREWTMP' STAINLESS STEEL n 0.121"
r 4.500" }---f 0.689" POWDER COATED,ZINC DIE-CAST THREAD E�
SECTION A HEAD STYLE VARIES "' 1.050"1
DELTA MODEL 2022 3fi`T--LOCK�ADAPTER T-SCREW INSERT THUMB SCREW s�
!r INDUSTRIAL SYSTEMS O 37 SCALE.FULL SIZE 3a SCALE:FULL SIZE 0 0.254" 40a 40b 40c 2 AL
(OPTIONAL) OOO
35 BOX LOCK SCALE,HALF SIZE II o.319 END STRIP 1" we S2
SCALE:HALF SIZE 2.000"----f 2" & 3" EXT
7 x0.125° 6
�1.G25"� +-1.500'-f 0.125" SCALE. HALF SIZE d 5
0.050"
0.17-5" 0.093" s
n p o 0.125" GOPYNOWRAWLBENUMOPF.
0.250" c N o 0.093" '^
0 " m15-2339
EF"j
SCAL¢: -
PAGIE DESCRiPRON:
' I 7.000" ' .
O20
2X7 ANGLE -AL.T=1 r.;END STRIP ' 21 1.5"x3"x0.093" ANGLE 2g 2"0%0.125" ANGLE
39 SCALE.HALF SIZE O SCALE,HALF SIZE O SCALE:HALF SIZE G�
SCALE,HALF SIZE rvS}
i
ANY ANCHOR PER ANCHOR ``` ������D``^�j(N�Rq''�•,,
SCHEDULE @ 18"O.C. EXISTING _ p17•)<1/�l y ;..,
GLAZING
SEE END STRIP
SCHEDULE FORM
SPAN WHEN USI
a p 7LEGDa EMBED yg� 20,40a,401 OR C,'
EMBED. 17 t5 I— C9 1�4" OR 6.8 STARTER ,' TA 0,g11�y _82 94"
a (INTERIOR) flit�''17 - MAX. WITH 21 OR 25. Q• la� ��
t 30
AN 0.16 x 1 MMIN.TO 2'x 5"MAX. 21 25
EDGE (ANGLE LEG MAY BE REVERSED) 6 Q.
DIST. a :'ANY;ANCHOR`:PERANCHOA"1, FASTEN ANGLE TO TRACK W/ LL a
(2)#10x1"SCREWS O >
"SCIIEYDULEQI^18"-IO:C, CORNER,TOP&BOTTOM;AND �r a z
tp ATTACH TO 6.8 STARTER W/ Z g s m§W'E
13NK 13 13 #12 x 1/2"GALVANIZED OR L!u�
30 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP W O 3
L 6.80"(TYP.) i 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE w n 3 m
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL DOLT&NUT @ 18"D.C. N ; Y
(EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE c w
cc
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALEI 3"=1'-0" ANY TRACK W/ ,D w••
FROM BO OM OFSHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. .i O
TYPICAL PLAN VIEW PSF SPAN
8 HOLE SHALL BE 3/8"MAX WIDTH,UP TO
SCALE.3"-T-0" 1"HEIGHT.
1'810(2.7") 62 100851, N
® 112 80"
94
g USE 11)BRASS PUSH LOCK "
OR 111 5/16-18 THUMB 2
SCREW I 0 THREADED LOCKING DETAILS FOR 2"B/O(3.77 62 95A SEE END STRIP tl
INSERT (p�I�7AT 1/3 SPAN CENTER MATES 72 88" SCHEDULE FOR MAX.
TO T'3 SPAN FROM SHOWN ON RANDOM ® 82 SPAN WHEN USING �'6
BOTTOM OF SHUTTER. 62 86" �$
a qECEIVING HOLE SHALL BE 30 13 DETAILS 3"BID(4.71— 20,40a,40b OR 40C, D'
3/0"MAX WIDTH,UP TO 13 7 79 OR Fp_ roi
1"HEIGHT. 90 ® 82 10" ~ E)-LMAX. WITH 21 OR 25R = oice ALT.1"0/0 N Oa 2. a
72 Tur
(20' 112 81'- �40 40 USE APPROPRIATE O zv�U
132 STARTER STRIP TO ro n
1.5"x3" 46 9s, 40 20 PROVIDE CLOSURE `w
x0.093" 52 87" FOR 0 1�
13 3 657 0 81" BUILDING CONDR10N5. E O g
B (INSIDE) 91 64 0— FASTEN STARTER STRIP a o
I _
I 76"_ C TRACK W/RN R.TO d v
4 2"x3" 45' 39" SCREWS AT CORNER,TOP
I IIL x0.125" 6z— tze' ALTERNATE END STRIP DETAIL &BOTTOM.
�a 57 23" ANY TRACK W/SCREW
3 13 F� I 9e 60 120" SCALE.3"=1'-0" BOSSES.
64 116"
70 -111"
z�f5 7 -Tom-
SILL
p..SILL E FOR GREATER SPANS OR LOADS THAN
N ( 0 1 SHOWN IN END STRIP SCHEDULE,END ",!- x ®
F.. STP IRS REQUIRE A I-x1-.090-CLIP ANGLE
Z) (n MID SPAN USING ANYANCIIOR ON THE EXISTING GLASS S a 8ff
Z ANCHOR SCHEDULE&114x]/4'TEK --8a
13 SCREW OR 1/4.20 BOLT TO END STRIP. g psi
s° I v 30 w USE(1)BRASS PUSH LOCK INSIDE
USE(1 BRA55 PUSH LOCK F OR(1)5/16-18 THUMB (INSIDE) 6
OR 11�/16-18 THUMB 13 SCREW I C THREADED
SCREW 10F�0 THREADED 30 d F. INSERT 37 AT 1/3 SPAN SILL 52 ,
INSERT p77 AT 1/3 SPAN Y �p�) 777 �E p
n 702/3 S'f�'AN FROM Y g TO 2/3 AN FROM a
BOTTOM OF SHUTTER. D. BOTTOM OF SHUTTER
RECEIVING HOLE SHALL BE (OUTSIDE) s
I"HEIGHT.WIDTH,UP T 3 a "••
x
OTYPICAL OUTSIDE CORNER CLOSURE _ _ _ _ 35 30 N
CC1 DETAILS WO/CORNER POST 5 J@
NTS 13 30 00PfWGHTNWKLRENU1010 PF.
13 31 215 13 23 (OUTSIDE) 15-2339
€ SILL USE(1)BOX LOCK AT 1/3 P
c SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION;
EeI
n BOTTOM OF SHUTTER _
TYPICAL INSIDE CORNER CLOSUREFB
CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY
NTS E0.!K SCALE.3"=1'-0"
S G 2C
\ P•P.E.
Cl CONNECTION TYPE ��\\ vgo04
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
SPACING ` •••VHF/!L 1/i7 5`.
i' Cl CONNECTION TYPE 1/4-20 MACHINE BOLT S
\ REFERENCE ANCHOR 1/2" W/NUT @ 12"D.C.OR '
i".
SCHEDULE FOR MAX. #14 SMS @ 6"O.C.
SPACING (TYP.TOP&BOTTOM) TA ,��,2 FASTENERS ALUM. TUBE EACH ANGLE SEE3TABLE LA OFOR SIZE. v~i [5) ��j �w oOR 6 z 0iI R 1"x 2"x 1/6" � ALTERNATE THRU BOLT -3 Z"1 W'x"a d
C1 CONNECTION TYPE W >u
OR 2"x2"x 1/B" MN GLASS ¢ = Qa _ REFERENCE ANCHOR SEPMA71oNf�ppALUM.ANGLESCHEDULE FOR MAX. 13 1-
SPACING w U t m w o Ogg
0 13 SPACING PER TABLE2 7Qz� Wi�7
THREE 3/16"0 ALUM. W
POP RIVETS OR i t I GLASS X o.I- w 3
THREE 012 SMS,TYP, 0 17 F �\ OR DOOR G=a< Nwa
3/16"�ALUM.POP t
LL TABLE A(co) 17 RIVET OR @ 18"D.C.#12 SMS \ _ /� A��RNq�I _1 (5]0 6 0R �z
e PRESSURE VS ALLOWABLE LENGTH w \ 0
MAY USE MALE OR — 0
2"x2"xl/8" N3'x.7" /8' O—
PSF No Ell W 0 FEMALE LOCK—SLAT
�i 62 13D" 18B" 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
72 124" 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER(TYP.) F
82 119" 172" CC3 NTS SCHEDULE FOR MAX. SCHEDULE FORMA
d 92 114" 165" SPACING I I K8
J 14x3/4"SMS @ 9"D.C. Fo
102 110" 160' L---�/ ANGLE TO TUBE CONNECTION Ina m rmn
120 104^ 14T 2" 2"x.t25" O
U' 150 TABLE B(cc4) EXISTING HOST EMBED. 60!213-Tfi ALUM.TUBE O z b
97" 131" STRUCTURE �`
Z00 88" 114• PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE G
EDGE DISTANCE REFERENCE ANCHOR m E O
a Wx2"11/e' 3'x3"xi�e' SCHEDULE FOR MAX. -� E
b PSF WITtI f0 WITH /O SPACING
8 52 113" 166" c g
7z 1or IST FASTENER @ 18"O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION
(USE ANY ANCHOR SHOWN a
82 101^ I4T IN ANCHOR SCHEDULE). SCALE 3"t 1'-0" IaaQ33
92 95• 139' O
102 90" 132'
g 120 83• 122"
F I50 74' 109' F w
200 64' 94"
2 x 2 x
3/16 RIVET OR#12 SMS 090"6063-T6 MN GLASS 13 Fu a w o ■
@ 1B"D.C. OR 1/4-2Q--\17 ALUM,TUBE TYP. EPARATION = z u w a o D
NUT&BOLT(TYF I. 3/16"0 ALUM.POP GLASS PER TABLE 2 93 Z Q v 011
RIVET OR#12 SMS Q 0. p $
ALUM. TUBE Y OR DOOR o I- e
@ 18"O.C.(TYP.) µ L u a
6063-T6 ALLOY L q u u '
.E SEE TABLE B FOR SIZE. 2"x 5"x 1/8" �y
L 2 FASTENERS x CONTINUOUS a yyg
Pn EACH ANGLE ALUMINUM ANGLE g
1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 eg
THREE 3/16"0 ALUM. g pyyy
ALUM.ANGLE,TYP. o POP RIVETS OR 17 OR
TYP. 17 W
t7 THREE#12 SMS,TYP. w a[ M
0 0 1"x 2"x 1/8"
E 4 CONNECTION TYPE
¢ OR 2"x 2"x 1/8" gg
13 ALUM.ANGLE SCHEDULEFORMAX. ®8
USE MALE OR FEMALE \ SPACING 00FrRrIff FRINILBENW=E
LOCK-SLAT ` EXISTING CONCRETE, I.Jr'2339
13 13 BLOCK OR WOOD FRAMING
�' aAG eeDESCRIPT10Nl
e (OUTSIDE) EE INSIDE SILL MOUNT SECTION _
#12 x 1/2"GALVANIZED SCALE,3"=1'-0"
OR S.S.SMS,3/16"O ALUM. c��
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS
NTS MACHINE BOLT&NUT SCALE.3"=l'-0"
c@ 18"O.C.
x
17 A6 N1q�r P.E.
RE ERENCEnANCHOR EXISTING
z SCHEDULE FOR MAX. STRUCTURE
07 SPACING ,0 //' Q•� ';
S"MAX. 1/4-20 MACHINE BOLT
GLASS ¢m w^ GLASS w Cl CONNECTION TYPE ,
OR DOOR W u w w REFERENCE ANCHOR 19 W/NUT(M 12"O.C.OR
U OR DOOR
w 7 7 SCHEDULE FOR MAX. 814 SMS @ 6"O.C. *; :11
j Q z~ r IA=0 W SPACING 1/2., (TYP.TOP 8 BOTTOM) T OF-
=W4-
r �pz
=w Q" MN
MN 13 Iwil V0.1 J GLASS 13 N F N ipCm
1/4"-20 THRU BOLT W/ LASS X mPARATION '',moo
LOCK NUT 12"O.C.OR EPAAATI Q=m Q 814 x 1/2"SMS @ 12"D.C.OCPER ' x w OC C F'
PER E r r r OR 3/16"0 ALUM.POP TABLE 2 Q u a. w `• J
12 x 1/2"SMS(x1 12"O.C.E.S. l7 E w o OR 66�J /1�� •` �,�. S
OR 3/16"0 ALUM.POP TABLE 2 Z r RIVETS @ 6"O.C. OR 1/4"e IA u�l:a
w 7 ALUM.POP RIVETS Cal 12"D.C. Q ¢ W� W-U W
RIVETS @ 6"O,C. E.S. \ u= MN.GLA55 w ru Q�LL
R 1/4"0 ALUM.POP RIVETS / IA 11 AND 3O ¢ I-h1rn '.
@ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 r 7 7 u u m e w.0
`
/ 1/4"MAX.FROM PIN 1/2"TYP. GUIDE TO BUSHING
PER TABLE 2 1-w N w w Z N oZ
Q9 AND OO GUIDE TO BUSHING WASHER ITYP.) 7 =u W
ASSEMBLY WASHER(TYP.I w GLASS I=iI o U m w 3 u
/ 1/2" 1/2"TYP, EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR—1�IJ z a z IQ- N a 3 y
s� w BLOCK OR WOOD FRAMING "' REFERENCE ANCHOR p Q 0'Q o w E=
/ EDGE SCHEDULE FOR MAX. E m
w 4 CONNECTION TYPE DIST. w N
REFERENCE ANCHOR SPACING Q e
EDGE SCHEDULE FOR MAX.
DIST. SPACING AS SHOWN w
/ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 mo w (5]O 60R F
REFERENCE ANCHOR EXISTING CONCRETE, W o 3 O 6
SCHEDULE FOR MAX. 1/4"MAX.FROM PIN
SPACING.ALT.FASTENER BLOCK OR WOOD FRAMING / GUIDE TO BUSHING
\ Cl CONNECTION TYPE
/ LOCATION.FRONT AND i/ WASHER(TYP.) N N 8
gg \ REFERENCE ANCHOR W Tei
X 1/4"MAX.FROM BACK ANCHORS NOT REO'D OB INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19
00 PIN GUIDE TO WITH THIS LOCATION SCALE:3 1'-0" SPACINGi2$1 m
TYPE
BUSHING WASHER RE ERENCEnON ANCHOR uric n
(TYP.) AO INSIDE MOUNT SECTION SCHEDULE FOR MAX. 7�' o M
SCALE 3"=1'- 0" EXISTING CONCRETE, SPACING o"o z
6 / BLOCK OR WOOD FRAMI EMBED. O z_ 6 m r`
// CD BUILD OUT MOUNT SECTION a
. BOTTOM] EXISTING CONCRETE, O SCALE,3"=1'-0" £
BLOCK OR WOOD FRAMING �� o
gEXISTING a
NOTE:FOR DETAILS A,B.D.AND E ON THIS SHEET, EDGE IST 4 CONNECTION TYPE STRUCTURE °1
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED.
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR 5�CONNECTION_.,YPE
w SCHEDULE FOR MAX. REFERENCE.'ANCHOR r o
A MINIMUM OF TWO SETS OF ANCHORS AND ISA m SPACING SPACINGSCHEDULE FOR MAX. S
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W
USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16
7 OVER THE GAPS BETWEEN SECTIONS. 1/2„ QDR 2O
w
y GLASS MN F 7 w w o =
8 r� a
5 tj
w 812 x 1/2'SMS @ 12" EPARATI 13 7 x
ww 1r--w: O.C.OR 3/16"O ALUM. PER I=i1 ZOtA<u. � 13 I_tA=o- Qa1 � qga
F.w77 POP RIVETS@6"O.C. TABLE X ❑zI-. GLASS OR MN GLA 2=ZumI'`�� •" 9
j IA N w W OR 1/4"0 ALUM.POP Q o aQ DOOR— IA Lr7 p yl Q i
MN GLASS 13 x=Z x= RIVETS @ 12"O.C. E u N PER TABLE 2 X z o z r $
N NF m u wa: 0525
SEPARATION m o In Q Q u o a
u tLE 2 X W z r O7 AND OB E u IA
1/4-20 S.S.MACQ o Q i/4"MAX.FROM PIN Q e y
SCREW&NUT @ E a ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING I
12"O.C. TYP. WASHER(TYP.) I. 3
GLASS o 0 1/4"MAX.FROM PIN
OR DOO1/4"MAX.FROM PIN m w a
X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2"`O GUIDE TO BUSHING
I WASHER(TYP.) EDGE WASHER(TYP.10WYWWiNfIXLBOBIMDOPEREFERENCE ANCHOR5 6: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. �_;ar���m BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION=T.YPE` 15-2339
FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
- "x 3"x 1/4"CONT. 3 CONNECTION TYPE 812 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING PAOe oescR:PnoNl
063-T6 ALUM.ANGREFERENCE ANCHOR @ SPACING.ALT.FASTENER EXISTING CONCRETE, _
O.C.OR 3/16"0 ALUM. LOCATION,FRONT AND BLOCK OR WOOD FRAMING _
MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION �9
C
12"O. .
' Op WALL MOUNT SECTION RIVETS @ O CEILING / INSIDE MOUNT SECTION O WALLJBUILD�OUyT
g SCALE:3"=1'-0" SCALE:3 1'-0" r-'
$ SECTION O
SCALE:3"=1'-0"
MN CLASS ,1 III RO/'.P.E.
GLASS SEPARATION Z
OR DOOR PER TABLE 13p0
�pS 37. GLASS OR ,."I'•• "I '
F�a DOOR 0.
Q Z GLASS OR
x w Q DOOR MN GLASS * z
1 N w _ SEPARATION C.
Q=O: rPER
ASS w w PER TABLE 2 ��
s r F TION pI r m w ��90 Q •' � ..
Z r LE 2 w 7 Q w F mCCMMJJ[[\€z
` wU Ln X
~ tnxr r wnH
1 tA
InL'10x � row >UUMw
{`7I v fff111111
13W2S
X wCyN 13 el
'0. Quo z n$
_ /2" L J 0 Z Cl CONNECTION TYPE a �1° LiJW(7 m w a
-�-N - 1 1/4"MAX.FROM PIN GUIDE 2Bu a REFERENCE ANCHOR F v Q
TO BUSHING WASHER(TYP.) Q N SCHEDULE FOR MAX. FlIQ a W
SPACING In �+CL^�
TWO 1/4"0 WOOD N1 W w
LAG SCREWS @ 24" NNECTION TYPE 7 S •250" wO.0.MAX.WITH 2 THREADED PENETRATION ENCE ANCHOR"T"INTO CENTER OF 2X STUDS /OULE FOR MAX. 0 IB
NG B
EMB."T' 14 SMS @ MIDSPAN BETWEEN /ESTUDS FOR TRACK TO T'x 4" /PLYWOOD& TUBE CONNECTION ING HOST STRUCTURE
STUCCO FINIS
1"x 4"x.125"
6063-T6 ALUM.TUBE t�z DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL
' THIS DETAIL TO BE USED WHEN STUD SPACING SCALE i 3"=T-0" SCALE,3"-1'-0" rc$r
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.
OWALL MOUNT SECTION THISP,
G �DETAIL MAY w <m��Ss O-c leSCALE,3"=1'-0" ALSO BE USED O Zm d m¢
AT TOP
m � � ua
8 ACCORDION SHUTTER w o: a g
PER PRODUCT APPROVAL I- o —GLASS F 0
MN GLASS 'JR
= 1D SEPARATION OR DOOR _13 7) I 3
n
vl II PER TABLE In II EXISTING WOOD IG=0.421 LO, .�
APPLICABLE AT TOP Z N Z TRUSS OR RAFTER
AND/OR BOTTOM Q a X Q @ 24"MAX.O.C. -1/2'
R
2"OR 3" S M 1: to EXISTING FINISH
MATERIAL
i i g
1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/0"6063-TG I I I w �' "y Q
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE I I m o
2"x 3"x S'B"x CONTINUOUS OR 2.175" 8
2"x 2"x YB"x CONTINUOUS 1" 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG w
FINISH MATERIAL SCREWS WITH 2-3/4" �5B
6061-T6 ALUMINUM ANGLE MINIMUM THREADED ����g
-`� - 3/4"PLYWOOD PENETR."T"IN WOOD @ 5 6
h 0.9"MIN.THICK 6061-T6 ALUM TRACK X �' —1/4"0 A325 GRADE THRU BOLT @ 7"D.C. EACH RAFTER OF TRUSS,
ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E �� OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE I
m EXISTING 3 KSI CONCRETE " MACHINE SCREWS AT 3"FROM ENDS GALV.OR 5.5.
ANGLE EXTENDS BEYOND ggg
AND 9"O.C.FOR THE BALANCE
HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN w A'
"0 ELCO ULTRACONS AT 4 6", EXTEND ANGLE TO
EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. r w e S
3"FROM ENDS AND 4°O.C. NEXT TRUSS.
� 2-1/2"MIN. STRUCTURE(3000 PSI MIN) � .. OR 1/4"0 LAG SCREW @ 9"O.C,W/1-7/0" r
FOR BALANCE
ANCE WITH 1Y/4" MIN.EMB. IN WOOD SG-0.42.TO 0.55, r In
MIN EMBEDMENT AND 2yZ" MAX.DESIGN LOAD AT T-0"MAX SPAN: EXISTING CONCRETE, '?J 13 =3:
MIN EDGE DISTANCE, f 62 P.S.F. ,n r m
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR •>;, 0 g w Q COFIR0ff FPNO(LBWV=PE.
MAX.DESIGN LOAD AT 6'•0"MAX SPAN: WOOD FRAMING.SEE t' z o a I-
15-2339
SPACING,TYP. •„ 2"x 5"x 1/B"CONT.
A 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6)
E BASED ON TYPE OF u N SCALEt -
Ha BUILDOUT MOUNT STRUCTUREQ PAGE OE50IPTIONI
SCALE,NTS (MAX.DESIGN LOAD=72 P.S.F.)
PASS THRU DETAIL
F HbO TRUSS MOUNT SECTION
3
SCALE, "=1'-0" Ko�9
SCALE:3"=1'-0"
numw�o DO,P.E.
EXISTINGSTRUCTURE ALT.LEG DIRECTION
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE `d•
TOP OR BOTTOM ASSEMBLY I A% (2)6063-T6 ALUMINUMay
` I•�� ;
ANGLES PER BEAM END,SIZE • Nd
1 1/2" PER SPAN TUBE SCHEDULE •k P
EMBED. SPAN TUBE PER
_ DESIGN SCHEDULE 'Q S A Oil
o
ACCESS HOLE ;'Q
EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT @ Q 3.5"MIN SHUTTER BIADES a 12"O.0 OR#14 x 3/4"SMS 6"O.C /',TYPICAL 'n - 1/2"MAX. „ 7j I H1,p a RX
3"MIN + 316 m QU ug.l73�
2.875"0 HOLE
(TO DISTANCE z m
EDGE =ca
w o
ROUND WINDOW fI MIN.GLASS 13 K z, IW�i ,N.,9 3
MAXIMUM OFEXISTING A SEPARATION woQ> W wGLASS ORPER A �0@ 3rL-�3PER EVERY ODOOR ,=u to w°��`
bP MINU N w O
1 LIGHT-N-VIEW WINDOW f°C`�o EDGE 1/2"MAX wa
8 a N.T.S. EXTERIOR ELEV �T DISTANC N a
'mm _ 5 6
€ a
00 0 3 16 1/4"MAX.FROM PIN GUIDE
Z TO BUSHING WASHER TYP. •M
o a 1/4-20 MACHINE BOLT W/NUT @
w ro y1/2"
ACCESS
C12"O.0 OR N14 x 3/4"SMS 6"O.C. W u,
2.875'0 HOLE TO _ SPAN TUBE PER
RECEIVE ROUND EMBED. DESIGN SCHEDULE K�'
RR WINDOW ASSEMBLY i ) o m
YYYp 1/2" (2 6063-T6 ALUMINUM O-
i
AX. ANGLES PER BEAM END,SIZE m
EXISTING 1 PER SPAN TUBE SCHEDULE c
HOST 1/4'YD THRU BOLTS SEE BEAM O zm<
g STRUCTURE CHEDULE FOR REQUIRED NUMBERS
a 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN E
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM ^� = w
u0.125" 0.125" SPACING,AND 3"MINIMUM EDGE D1STAUf E
m 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF a o
g 3 SPAN TUBE SECTION
0.196" N.T.S. VERT SECTION
QSo / S
\ SPAN TUBE SCHEDULE
J NUMBEROF
^ ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE
I 1 ANCHORS PER
TUBE SHUTTER SPAN THRUBOLTS LENGTH
ROUND SIZE SPAN ANGLE
f l� WINDOW TOP BOTTOM TOP OOTTOM TOP BOTTOM TOP BOTTOM a ffG'79
1 / n ASSEMBLY TUBE TUOE TUBE TUBE TUBE TUBE TUBE TUBE v eSr l'a
\ �'? 60" 123.8• 135.2' 2 2 2 3_ 4- 7" Qp�
/ to 2'x5'X B6" -101.7• 100.9" 2 2 3 3 7" T'
s 0.125" - 6 5♦ ZS
123" 09.8" 94.4" 2 2 3 - 3 7° 7"
\ 60" 129.1' 157.0' 2 7. _ 2 3 41 7" SS
0.125' 96" 114.8• 124.1" 2 2 3 3 7" 7" @
123" 102 0' 109.6" 2 2 4 4 10" 10" @e@ IAt
80" 138.0• 188.8" 2 2 3 3 7-_ 7-
2 a.. ... -
02.875" 03.250" 6.125' 96" 122.7' 155.7" 2 2 3 4
123" 116.4" 137.6" 2 3 4 5 10" 13"
00' 158.1' 240.0 2 2 3 4 7' 10" y
2'00"x96" 140.6• 229_9" 2 3 4 0 10' o
' 29 LIGHT-N-VIEW WINDOW 01875' 123" 1322' 293.," 3 4 5 7 13" 00PTF&IRrt1B�uaLBBR ABW VE
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB \ // SPAN TUBE SCHEDULE NOTES: 15-2339
1, 5 x3 x1 4 x'xl 4"ANGLES FOR 2'NS"&2"x6"BEAMS.
€ 2. USE 2"x5"xl/4"ANGLES FOR 2"x B"&2"40"BEAMS. SCALe:
e 3. USE BEAR SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION:
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2
BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
6. LAP BEAMS ARE NOT ALLOWED. on
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
8
ANCHOR SCHEDULE: CONCRETE N.�``' �Mo N P%/yE'
2.5"MIN EDGE DISTANCEb`a
G SpanS'TlTo1To18"-0'! _Spans Up To 8'-3" Spans Up To 12'-0"
a ANCHOR (on LOAD CONN TYPE CONN TYPE CONN TYPE '
;
x C1 C2® C3 C4 G ClC2
OG I C3 C-0 C5 C1 C2 C3 C4 CS 1
1TW,(TApCON OR'ELCO� '�43�16.0' 169.15.0 16.0"IsM. 16.0"16.0" 9.0" 13.0"16.0"16.0"
ULTRAGOWWITII�1s3/4"' _53 16.0"16.0'10.5 14.5" 16.0"16.0"12.0" 7.0" 10.5"16.0"15.0' 7.5" 4.5" 7.5" 10.5-
E
0.5" :. 4ATfNEMBED'(3192p_51 MIN,.fONC) 62 I6.0"16.0" 8.5" 12.5"16.0"16.0" 9.5" 5.5_' 8.5" 15.0"15.0" 7.5" 4.5" 7.5'"-- '-""� 70 16.0"13.0" 7.0" 11.0"1650"15.5" 8.0 5.0" 7.5" 11.5"15.0" 7.5" 4.S' 7.5" 10.5" 7 /�B COMBINATION i �o i403 ]6.0"160"IS0"160"16.0"16.0" 7 0" 9.0" 7 57 4�7 .5- 12L 16.0" 8.5" 5.5" 9.0" 13. 2 x S(TYP. 9 / 70 COMBINATION ��S
0 15 W TF T5
1/4"MILLENIUM MILLFAST 1
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9_5" O 0�-a
MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0" L6.0"16.0" B,5" 5.5" 9.0" 13,5"13.5" 7,0" 4.5" 7,5" 9.5" j U W
" 70 16.0"12.D" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" UI Q 6 (7 S
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" u ME W
1/4"F.I.CO CRETEFLEX SS4 43 16.0"16.0"16,0"16,0"16.0"1fi3O"16.0"13.5"16.0"16.0"16,0"12.5" 8.0" 13.0"16.0" Z N p
W/2.EMBED(33SOpsI MIN 53 16.0"16,0"16.0"16.0"16.0"I6.0"16.0"10.0"15.5"116.0"116.0"110.0" 6.5" 11.0"14.0" 1 x 5 TYP. 2 x S TYP. W .-�9 3 u z
CONIC) 62 16.0"16.0"12.5" cz
12.5" B.0" I6.0"16.D"10.0' 6.5"
70 16.0"16.0"10.5"16.0"16.0"16.0"ID.S" 7.0" 11.5"15,0"16.0"10.0" 6.5" 11.0"14.0" W
100 16.0"10.0" G,5" 11.0"14.0"SG.O"10.0 fi.5" Il.0"114.0"116.0- 10.0" 6.5" 11.0"14.0" - 10 ids
1"MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING.
R
s Cl cz c3 ca cs cl Cz c3 c4 cs cl cz c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7_S' 8_0" 16.0"16.0"16_0" 5.0" 5_5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0"
ULTRACON WITH 1-3/4° 53 16.0"16.0" 5.5' 6.5" 16A"16.0"12.0" 4.5" 16.0"14.5" 755"% 10.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE I`
m ANCHORS ONLY M
EMBED(3192psl MIN CONC) 62 16.0"15.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH
�i 70_16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY
100 14.5" 7.5"��� 10.0"14.5" 7.5"_ 10.0"14.5" 7.5"�"/ 10.0"
.... .. _.._. . .. . -.... . ..__ . N ve Y
1/4"F1[LLENIUM MILLFAST 43_16.0"16.0"11.0"13.5"16.0"16_0"13.0" 6.5" 9.5" 16,0"13.0" 7.0" 4.0" 6.5" 10.5" 01 ri 8
U WITH 1.3/4"EMBED(3275ps1 53 16.0"16A" 8_0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0" 10.5" 5.5" S.
S' 7.5" ANCHOR NOTES:
6 MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4,0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5"
1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
70 16.0" 9,5" 5.5" B.0" 16.0"11.5" 5.5" 5.5" B.5" 10.5" 5.5111" 5.5" 7.5" ?m ¢nt
(S 1011 10.5' S.S 5.5" 7.5" 10.5' S.5' S.5" 7.5" 10.5" 5,5" 5,5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE O
A LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). p� pt
z 1/4"ALL-POINTS SOLID-SES' 1-1/4"MIN EDGE DISTANCE Z m
o - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _m<
u ANCHOR W/7/8"EMBED& Ci C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a
1/4-20 SS MACHINE SCREW 43 16.0"I6.0" 8.5" 10.5"16.0"1_6.0"1_2,0" 5.5" 7.5" 16.0"12.5" 6.5"_ 3.D" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m f
u (3000ps1 MIN CoNC) 53 16.0"15,0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0•• THAN OR EQUAL TO SHUTTER SPAN, `()E
62 16.0"11.0" 5.0" 7 0" 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0" S.0"%4.0" 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
70 16.0" 9.0" 4,5" 6.0" 16.0"10.5" 5.5" 3.0" M1.0" 8.0" 10.0" 5.0" 4.0" 7_0"
m 100 10.0" 5.0" 4.'0"I 7.0" 10.0" 5.0" 4.0^ 7.0" i0.o" s.o" 4.0" 5,D" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE $
3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a
e v
F 1/4"ALL-POINTS SOLID-SET ANCHOR TYP BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -
a ANCHOR W/7/8'EMBED 9 CI C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CONNECTION�PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 5^g(
1/4-20 SS MACHINE SCREW 43 16.0"16.0" 16,0"16,0"16.0 16.0"11.5"16.0"16_0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE. O o
.9 (3000ps1 MIN CONC) 53 16.0"1isR.'55""
16.0"16.0"16.0"14.0" 8.5" 13.5"16.0"16.0" 8.5" 5.5" m
5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
b -
s� 62 16.0"116.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" B.5" 5.5" ONLY.
n
70 16,0"114.0"16.0"16.0" 9.D" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
r< 2.51W MIN EDGE DISTANCE __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
I/4"POWERS 55 DROP-IN FINISHES.
W/1/4-20 SS BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS
51g ,I I
1"EMBED 300(1 sl MIN
( p 43 16.0"16.0"14.0"16.0"16.0"16,0"14.0" 8.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS e
CONC) 53 16.0"16.0" 9.5" 14.0".16.0"16.0" 9.5" 6.0" 10.0" 16.0 11.5" 6.0" 4.0" 7.0" 8.0'• VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEOUA'fE WOOD FRAMING a
62 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5,0" 8.S" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR
SIDE CLOSURE PIECES. i
3 s� 7016.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11_5" 6.0'_ 4.0" 7.0" 8.0" S/
E 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" :C 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
3.1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4' �
1/4"POWERS SS DROP-IN __ _._ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LNG SCREWS SHALL
m W/1/4-20 SS BOLT AND Cl c2 C3 c4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. ag @g&
1°EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0" 14.5" 9.0" 13.5"16.0"15.0" 7.5" 5.0" 9,0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."ENGAGEMENT OF THREADS IN e 5
CONC) 53_16.0"16.0"10.5'15.0"16.0"16.0"_10_0" 6.5" 10.5"16.D"12_0" 6.0" 4.0" 7,5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER dy
62 16.0"13.0" 8.0" 12.5"16.0"15.0" B.0" 5.0" 9,0" 12.D"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. a 7;Ba1
s� 70 L6,0"10.5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" B.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" 8
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, iy
5 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5' "$
S 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
#12 SMS W/2"EYEWALL CI C2 C3 I C4 C5 CI C2 I C3 C4 CS Cl C2 C3 C4 I CS NUT OR WASHER WINGNUT. COPMoMFFAWLS=UWP.E
ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
(2000psl MIN CONC) - 15-2339
53 16.0"16.0'• e.s" 11.0"16.0"16.0"11.5" s.s" B.o" 16.0"14.0" 7.0" 3.5" s.s" 10.0•' 12, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO RALE,
� � �Q 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" G.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL
s 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK PAGEDESCRIP om
100 14.0" 7.0" 3.5" 5.5" 10,0"14.0" 7.0" 3.5" 5.5" 10.0"14,0" 7.0" 3.5" 5.5" 10.0"
#12 SMS W/2.75"EYEWALL 43 1G.0"1G.0"16.0"16.0"16.0"%0'16.0"10.0"34.0" 16.0"16.0"11.5" 6.0" 9.5" 16:0" 499
ARMOR INSERT W/2.5' S3 16.0"16.0"12.0" 16.0" 15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0"
m EMBED(2000ps1 MIN CONC) 62 16.0"16.0" 9_5" 13.5"16.0"16.0" 11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" �\
n 70 16.0"16,0" 8.0" 11.5",16.0 16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" co
100 16.0" 9.0" 5.0" 8.0" 13.0"116.0"11 9.0; 5.0" 8.0" 13.0-'116.0"19.0" 5.0" 8.0" 13.0"
p4b NN 9i,;;E.
ANCHOR SCHEDULE: CONCRETE (CONT.)
2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE
G Spans Up To 6'•0" Spans Up To 8'-3"
Spans UD TO 12'-0" Spans Up To G'•0" Spans Up To 8'-3"_ SDans UD TO 12'-0"
G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ,y
O ANCf10R (pst) 7�
x Cl C2 C3 I C4 I CS Cl I C2 I C3 I C4 I CS Cl C2 C3 I C4 CS Cl C2 C3 C4 CS Cl 1 C2 1 C3 C4 1 CS Cl C2 C3 C9 CS
5/16"ITW TAPCON XL WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"112.0"116.0"16.0"16.0"11.0" 7.0" 12.0"16.0"16.0"16.0 16.0"16.0'•16.0"16.0'•16.0"12.5_'16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"
"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0" 16
14.5"16.0"I6.0" .0"15.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5"13
1-3/4"EMBED(2899ps1 MIN 53 16.0"16,0"14.0"16.0" 16.0'•16.0"14.5" 9.0" 14.0
COtIC) 62 16.0"16.0•'11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0'•16.0"11.5'•16.0"16.0"16.0"11.5'• 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5"13.0"
70 16.0"15.5" 9.5" 15.0' 16.0"16.0" 9.5" 6.0" 10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"10.0"ILL 16.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9,5' 6.0" 10.5"13.0" ///
100 16,0" 9.0" 6.0" 10.0"12.5"16.0'• 9.0" 6,0" 10.0"12.5"16.0" 9.0" 6A" 10.0"12,5"16.0" 9.5'• 65.0" 10.5"13.0"16.0" 9.5" 6.0" 10_.5"13.0"16.0'• 9.5" 6,0" 10.5"13.0" / b
5/16'ElCO ULTRACON WITH 43 16,0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16,0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"15.0"16.0"16.0"16.0'•13.0" 9.0" 15.0 16.0 "�1 W�\ X
1.3/4"EMBED(3500pS1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0" 1S.5'10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5'16.0'•16.0"16.0"16.0"16.0•'16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" W�a
CONC) G2 16.0"16.0"12.5"16.0"16.0"16.0"12.0" 8.0" 14.0"16,0"16.0" 9.5" 6,5" U.S.,13.5"16.0"16.0"14.0"16.0"16.0"16.0"13.5" 9.0" 15.0"16.0"]6.0"10.5" 7.5" 12.5"15.0" !(y Q IL
z 11 70 16.0 10.5"16.0 60 16.0"10.0" 7.0" 12.0"14.5" 6.0" .5" 11.5•13.5"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0"
u " Z
100 16.0" 9.5" 6.S' 11.5"13.5"16.0 9.5" 6.5" 11.5"13.5'160 9.5" 6.5" 11.5"13.5"16.0"10.5" 7.5" 12.5"15.0"160"10.5• 7.5" 12.5"150 16.0•10.5" 7.S12.515.0Y m$w
L(u� N a c?3�
1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE W 3 Lu^?i
W/1-3/4"EMBED(3000ps1 C1 C2 C3 C4 C5 Cl C2 C] I C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS I Cl I C2 C3 I C4 CS UI K Y
g MIN CONC) 43 16.0"14.5' 6,5" B.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7_.0" 3.5_ 4_0" 5.5" 16.0"16.0"13.5" 16.0"16.0"16.0"14.0" 8.0" _12.0"16.0"14.5" 7.5" 4.5" 8.0" 11,5" W
53 14.0" 8.5" 4.S• 6.5" 14,0'• 9.0" 4.5" 3.0" 4,5" 9.0" 6.0" 3.0" 3.0" 4,0" 16.0"16.0" 9.5" 13.5"N.
16.0" 9,5" 6.0" 9.5" 16.0"12.0" G.0" 4.0" 6.S' 8.5"
L., 62 11.5•' 6.5" 3.5" 5.S" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16,0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6,0" 4.0" 6.5" 8.5"
2 70 9.5" 5.0" 7,0" 5.0" 10,0" 6.0" 3.0" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"IG.O"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" G.5" 8.5"
100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6,0" 3,0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 8.5 ]2.0' 6.0" 4.0" 6.5" 8.5"
_ . ..._.
g,
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE m43 k
Spans Up To 6'-0" Spans Vp To 1-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" w
d o= ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE o
(F50 Cl 1 C2 C3 C4 C5 CI C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 I C3 I C4 C5 Cl C2 C3 C4 CS N rn m
3.5"
5.0"
g3 /4°ITW TAPCON WITH 1466223 8
S..S5" 646.../055G" ].5" a. 10.0" 11.5.',8.5"�4.5" 3.0/" _5 8.5" _4.5" 4.0"
3-1/4"EMBED 53 7.0" 7 9.5" 6.0" 3.5" 5.0" 9.5 6.0" 3 4.0
6.0" 4.0" 4.5" 8.0" 5.0• 3.0" 4.0" 4.0"
70 4.5" 0" r`"O-/\\;,❑z-J\'bc�SEE
a'
U
. . 3. . .
oo a 4.0100 4.5" .0" M1.04.0"/4"ELCO UTRACON WITH 43 13.0 3_0"10.5' 3 0$ 1-1/4"EMBED 53 10 5" " 10.5" 6.5" " 6.5" 4." 3.0"
.5 3.
8.5" B5" ,5' ❑
r❑s�
4.0" 9.0" 5.0"i 4.0" 4.0" 3.0" c
a
70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5" 3.0" 4.0" 3.0" � 41
g i 100 4.0" 3.0'• 4.0", 3.0" 4.0" 3.0" JR
O 1/4"MILLENIUM MILLFAST 43 12.5"10.5" 4.0" 5.0" 12.5" 9.0" 5.0 9.0" 5,0" 4.0" 13.5"11.5" 5.5" 7.5" 13.5"10 o"I 5.5" 5.0, 10.0" 5.5" 4.5" o
m ANCHOR W/1-1/4"EMBED 53 10.0" G.0" 9.0" 10.01•
c 6.-5"j/ 6.0" 4.0" 11.0" 6.05"" 4.0 S.05"" 11.0" 7.0 J
4.0" 7.0"
62 8.0" .0_' 5 9.5" 5.5" 4.5" 4.5"
70 6.5" 7.0" 4.0" 4.0" 7.5" 9.0" 4.0" 8.0" 4.5" A.5"
F i 100 4.0" 4.0" 4.0"
U 1-I/4'MIN EDGE DISTANCE 7.'MIN EDGE DISTANCE
u 3 1/4"ALL-POINTS SOLID-SET -- -S - .
- _._._
9„ g ANCHOR W/7/B"EMBED 0 C1 C2 C3 C4 CS C1 C2 C3 C4 1 CS C1 C2 C3 C4 CS C1
U-10-104-ICS C1 C2 C3 GI CS Cl C2 C3 C4 CS a n
Jo I/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0"11.0" 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" 1G.0"IG.O" 0.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16.0" 11.0" 5.5 3.0" 4.5" 8.5" ��
x 53 12.5" 7.5" 3.5" 4.5'• 12.5" 8.0" 4.0" 3.5 8.0" S.0"% 3.5" 16:0"17_0" 6A 8.0" 16.0"14.0" 7.5" 4.0" 5.5" 13.5' 9.0" 4.5 4.0"
62 10.0" 5.5".j 4.0" 10.5" 6.5'• 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" 6.5' 16.0"11.0" 5,5" 3.0" 4.5" 9.0" 9.0" 4,5" 4.0" 6.5" Q g ea
70 8.5" 4.5" 3.5" 9.0" 5.5"7 4.0" 5.0" 3.5 14.5" B.0" 4.0" G.0" 15.5" 9.5" 4.5 4.0" 7.0" 9.0 4.5 9.0" 6.5" g g
__.. ..-. b 98
F 100 5.0'• 3.5" 5,0" 3.5" 5.0"v 3.5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6.5'• 9.0" 4.5" 4.0" 6.S"
5/36"ITW TAPCON XL WITH .._ 3"MIN EDGE DISTANCE 4"MIN_EDGE DISTANCE 9
m 1-3/4"E14BED Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS Cl_I C2 I C3 C4 CSI(@@@@@@
43 16.0"16.0" 9.0_' _12.0"16.0"14.0" 7.5" 5.0"
53 15.5'• 9.5" 6.0" 9.5" 15.5"10.0" 5.0" 6.5" 10.0" 6.5" 4.5" •1.5" y �.
4.5" 8.0" 13.0" 8.0" 4.0" 5_5" 6.5" 6,5" 4.5" 4.5" a I "jg
70 10.5" 5.5" 4.0" 7,0" 11,0" 6.5"j 5.0" 5.0" 6.5" 4.5" 4.5" 3Hj
100 6.5" 3.0" A.5" 9.5" 6.5" A,5" 4.5" 6.5" 4.5' 101
, Fgrgq g
1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE qR
5/16"ELCO ULTRACON WITH Cl C2 C3 C4 CS CI C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS ooPYRUffFRWLBEla50=P.E
1-1/4"EMBED 43 12.0"10.0" 12.0" 8.5" tl.5" I6.0"I6.0" 8.5'• 11.0"16.0"
53 9.5" 6.0" 9.5" 6.0" G.0" 16.0"10.5" 6.0" 8.5'• 16.0"11.0^ e.B•' lo.s" 7.0" 15-2339
E 62 8.0" 8.0" 1_4.0_" 7.5"% 7.0" 14.5" 8.5" 7.0" 7.0" SCALE:
PACE DESCRIPFIDNI
l00
r 99
ANCHOR NOTES:SEE SHEET O
9 FOR ANCHOR NOTES.
S
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK /n%%a,��E
_ 2"MIN EDGE DISTANCE ��� ."'�•'••.
ri _Spans Up To 6'-0" _Spans Up To 8'-3"
O' ANCHOR LOSfD CONN TYPE CONN TYPE CONN TYPE s
s (° Cl c2 C3 C4 C5 Cl C2 C3 I C4 CS Cl C2 I C3 I C4 CS _a o.465
#12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" I6.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0" 7.D"
3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" _
is EMBED
O 62 14.0" 7,5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7,0" 7.0" 3.5" 3.5" 5.0" A• {, p'^;�it a
=m -('/"-(/ 70 I3.5" 6.0" 3.5" 5.5" 12.5" 7,5" 3.5" 3.5" 5.5" 7.0" 3.5"/
100 7,0" 3.5 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5" t!z
ANCHOR SCHEDULE: WOOD (G=0.55) , ��'gb-i
CL
3/4"MIN EDGE DISTANCE rn Q V �`c
G Spans Up To 6'-0" Spans Up To 8'-3" Soans Up To 12'-0" LJ 4 L� Z u
0 ANCHOR
(Psi CONN TYPE CONN TYPE CONN TYPE W i►�1U[] 0 3 V
i Cl C2 C3 Cq CS Cl C2 C3 C4 I c5 C1 C2 C3 I C4 CS W ro 3 m
LAG SCREW WITH ION .0"16.
43 1
MIN 60"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5"14.5" 6.0" 16.0"
MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" I6.0"16.0"11.5" 4.0" 5.0" 16.01• U1 �i 3
62 16.0"16.0" 7.0" 8.5" 16.0"16.0" 5.0" 6.0" 16.0"16.0"11.5'-r4.()` 5.0" 16,0" _0 W`'
70 16.0"16.0" 6.0" 7.5" 16.0"16,0"12.5" 4,0" 5.5" 16,0"16.0"11.5" 4,0" 5.0" 16.0" W1
-. .- a
F 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"
,4 7/16"WOOD BUSHING WITH 43 16.0"16.0" B4O" 10.0"16.0"15`5" 8_5" 9.5" 7.0" 15.5" 8,5" 4.5" 4.5" 7.0"
0
1.13"MIN EMOED B I/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" ;3.5"
.5" 4.0" S.0•'
SS MACHINE SCREW '
m � 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" � ,4.0" S.0"0 ,Lsnm70 17.,0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4A" 5.5" 7.0" .5" 4.0" 5.0" .y
3 1R"OWOIUBI 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0"
1114 SMS OR#14 WOOD 43 16.0"16,0"12.5"14.5"16_.0"16.0"16,0" 8.0" 10.0"16.0"16.0" 11.5" 5.0"_ 7.0"_16.0" 0)y Y
- SCREW WITH 1-3J4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"16,0"15.0" 6.D" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" �8 m
THREAD PENETRATION
d 62 16.0"16.0" 7.5" 9.5" 16.0"16.0"11.5" 5.0"17.0"116.0"16.0" 9.5" 4.0" 5.5" 13.0"
-111 70 16_0"16.0" 6.5" 8.5" I6.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" F�~d'3 p m
100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" M
ANCHOR SCHEDULE: WOOD (G:0.42) rOZm
3/4"MIN EDGE DISTANCE �` F
GLOAD Syans Up To 6'-0" Spam Up To 8'-3" Spans Up To 12'-0"
(°sf)
m O ANCHOR CONN TYPE CONN TYPE CONN TYPE
x Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 I C4 I CS E c
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5"17.0"116.0"16.0" 9.5" 3.5" 4.5"
MIN THREAD PENETRATION 53_16.0"IG.O" 6,5" B.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5"; 3.0" 4.0"
e 62 16.0"116.0"15.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5"I 3.0" 4.0" 11.0" O v
R
a 70 16.0"113.5"14.5"1 6.0" 16.0"16.0" B. :. 4.0" 11.5'•15.0" 7.5" 3.0" 4.0" 11.0" o
100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.1. 3.0" 4.0" 11.0"15.0" 7.5'• 3.0" 4.0" 11.0"
o x14 SKIS OR#14 WOOD 43 16.0"16.0" B.5" 10.5"16.0 16.0 12.5" S.5" 7.0" 16.0"1J.0" 6.5" 3.5" 5.0" 10.5"
g SCREW WITH 1-3/4"MLN 53 16.0"16.0" 6.5"_ 8.0" 16.0"16.0" 8.5 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4,0" 7.5"
3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5"
a �• 70 16.0" 9.5" 4.5" -CO- 16.0"11.0" 5.5" 3.0" 4_0" 8.0'• 10.5" 5.5" 2.5" 4,0" 7.5"
m
._. _-. _._ o�nw a
7.5" 10.5" 4.0" 7.5'• 10.5" 5.5" 2.5" 4.0" 7.5"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK g4 a1 g"p56
_ 4"MIN EDGE DISTANCE
G Spans Up To 6•-0"m Spans Up To 8'-3" Spans Up To 12'-0" 4tl LOAD CONN TYPE CONN TYPE CONN TYPE o S!
ANCHOR
O
(PsN Cl C2 C3 C4 CS Cl C2I C3 I C4 I CS Cl C2 I C3 C4 CS e
5716"ITW TAPCON%L W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0" 15.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0" 6
2-1/4"MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16,0"11.0"16.0"16.0"16.0"12.0" 7.5" 12.0"16.0" ¢
�lp 62 16.0"16.0"14.0"16.0"I6.0"16,0"15.0" 9.0" 14.0"16.0" 16.0"12.0" 7.5" 12.0"16.0" d n 4
70 16.0"16.0"11.5"16.0"16.0"16.0"12.5" 8,0" 12.5"16.0"16.0"12.0" 7.5" 12.0"16.0" gR
100 16.0"12.0 7.5" 12.0"16.0 16.0"12,0" 7.5" 12.0 16.0"16.0 12.0 7.5" 12.0"16.0"
o 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.1"16.0"10.5" 6.S' 9.5" 16.0"11.0" 5.5" 6.5" 9.0"
O 2-1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5 7.5 13.5 9.0 6,5'• Cfd'"HTfRAWLNOM=PF
._
fO 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" 6.5" 6.5" 9.0" 9.0" 66-5' 15-2339
5 70 15.0" 8.0" 5.0" B.0" 6.5" SCALE:
5 i _ 100 9_._0" �� 5_5" 6_5" 9_0"j/5.5" 6.5" 9.0" /6.5" PAGE DESCRIPTION,
V 8 _ 2"MIN EDGE DISTANCE
Cl C2 C3 C4 C5 Cl C2 C3_ C4 CS_ CI__C2_ C3 C4 CS_
#12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"114.0.. 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5• 11.5" °9
ARMOR INSERT W/2"EMBED 53 16,0"16.0" 7.0'• 9.0" 16.0"16.0" 9.5" 4.5" G.5" 16.0"LI.S" 6.0" 3.0" 4.5" 8.5"
-0 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 17..0"II.S' 6.0'_ 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET
-_ .- �f �J
- 70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" q,5" 9.0" 6.0" 3.0" 4.5" 8.5"
-- -- 9 FOR ANCHOR NOTES.
100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4,5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"