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Pm6uct Anoroual Hierp>Prdu or Aoolicatinn Search:>Anolication List>Application Detail
FL# FL13757-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
._: Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L.Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO,P.E.
-. Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R6 COI Indeol.odf
FL11757 P.6 COi Indeo2. df
FL13757 R6 COs ndee3.od`
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R6 Eclow EO U IVI.D^f
1`1?3757 Rh Eowy nuiv_ r;df
FL1=757 P6 Eouiv EOtnv3.Ddf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/09/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/22/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI 1_`,7S7 F.6 II Dwoi.odf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo, P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable F113757 R6 AE Eva':l.odf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R6 11 DvaO2.ndf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable FL137G7 R6 AE Evai2.Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13757 R6 II DwO3.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R6 AE Eva?3.Ddf
anchorage,etc. Created by Independent Third Party: Yes
:ace.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 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-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.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 click here.
Product Approval Accepts:
, � C
Lfeldit Cad
Safe
6 .8 STREAMLINE SHUTTER I i I I rf IIT/,,MW
6S9NNAR ,P.E.
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
No P[0046yq �� � 7
-
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING _�• -5---._`r
CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE * _ -
ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE ---- -'D
(IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN -UNLIMITED WIDTH
ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION STATE OF ++p
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE s�-STATE F m O
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE "`�((1111JJ ui M u
REI REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE -hz�N c�N Ji1� sN in „
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN VI I I I I I , 1 111 @
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. oT
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. Z� �> w
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR. 19a
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND F Z g5 0
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL W o J w
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PUN VIEW u3 Im z
6, NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND �arL`xw
LOAD DURATION FACTOR Cd= 1.6 WAS USED FOR WOOD ANCHOR DESIGN. p w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE va o ow w
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85
SHALL BE USED. IT
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N a
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a a
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
61GI5-23 THE FLORIDA ADMINISTRATIVE CODE.
30. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE � -
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR rc
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N 4
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. p p a g
R 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS. Zm'
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION
ff 1-
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED'SIGTNED,DATED AND -BOTTOM
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK -E
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAIJTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE p 1J a
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM p
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL PLAN VIEWS ? .5
FORT LAUDERDALE FL TYPICAL ACCORDION a S
MISSILE LEVEL D-ASTM E1886,E1996&E330 1
TAS 201 202&203 SHUTTER ELEVATION
F21
h w
FLORIDA PRODUCE APPROVAL NUMBER i N.T.S. EXTERIOR ELEV r
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE-2: s
K.S.I. MINIMUM SEPARATION FROM GLASS
^ 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A
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. -------
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES
a I I
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. --- B88
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS _g a a I511
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. < 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADEGRADE
I
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. GRADE
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-618" 2.3/8" 1-5/8"
TABLE 1: 99" 3.1/2" 1-I1e" 3.5/8" 1-7/8" p°
A -- TABLE 1 NOTES: 120" 4-1/8" 2" 4.1/4" 2'
t 1. DESIGN PRESSURES SHOWN IN"ACCORDION d R ff `7
g ACCORDION SHUTTER 144" 4-7/8' 2' 5' 2" �.
9 SHUTTER SPAN SCHEDULE"ABOVE ARE ¢ ®R
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: R fry
Ilk
AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. NOR-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY WPI'N(RRiP.W(LAOfWW►E
POSITIVE NEGATIVE FL�R70A: 15-2339
SHATTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A scu.c:
�� E DESIGN PRESSURES FOR THE NEXT HIGHER
Pj p F MINIMUM SPAN OF AT LEAST 30". ►AO!
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 10D 100 HAVE 2-7/0"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE.
89" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMIT7ED.FOR SPANS BETWEEN THOSE
Q 120' 53 63 INDICATED 6. SEPARATION FOR GLASS OUTSIDE OF THE HVTHE SEPARATION FROM HZSS FOR HAS BEEN ENEXT HIGHER CDETERMINED IN ACCORDASHALL NCE WITH ASTM
y U4" 43 40 E1996-09.
PROIECTION VARIES
0.115"2.874'- 4.874"MAX.
0.080*
0.125" 0.062' --T;450'
1.830w- .062"
1.709"- 0.100" 1
1.708"- -0.100" N � 0.080" 0.063' n ry
LA fo.195" 2.020' ST4TC-
Op
6 0.062* -1.908 UJA 81
0.195, .096" O..'o-p 060"
Z�' RIOA
0 1in ;.630"
060603;
1.993" .........
0.1
.12" 0 '/0
0.062' 0141 __4 _ /f
1-f I �C�Ilj tO.971-i u % ui
C7 v
0.1.30-F 0.630" 069 1 7-11,11-1 j1%
0.143" _u U-
-0.63(r z u
(w 01) o)-" 70 .1 LL;
diar tt- . D. 0.630
0.200' 0.062--To 2DO' 0 06' 0 062*
1.069" 1".. -L 0 �<
, I , R"- clz;�,
1.D69 L 4
1.06 a -1.069."- -o-o62" 0.200" Z aN
5.745"MAX. UPPORT LEG OPTIONAL w
M 5.745"MAX.- rL
TRACK (4 WALL TRACT, ff) (f,")LITE ��A w
UWALL gVigj.OU I WALL C3)STREAML114E CEILING STREAMLINE 0
1 SCALE HALF SIZE SCALE IIALr SIZE SCALE HALF SIZE SCALL HALF SIZE SLALE.HALF SILL 0
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL rnn
ON ALL EXTRUSIONS
0.874"1- 2.655" 0.875'
2.195" 2.195" -L.23T-
1.229- 5. 0.060"
-F
I r �QR
0
cq)
0.7 2.655" fn 117j 1 Q z F5 m
r4 C7) 2.362- 4.84-
_T' 3(1'
0,062 J..69'
SIZE
10
J
�0.105"
A
4.510*
777 555��! E r Gi
1.069- !0:itorr 0.075,
0.075" G
t
'j.994" U`151�__
ri
n- Ll Ji-
4.51 h
NOTE:TESTED THICKNESS OF
0_075"' BARE METAL W/0 PAINT IS 0.039" .9
4.510" �:: 91
SILL ADAPTER EXTENDED SILL TENDED SILL ADAPIOR AfJJIJ3TABLE SILL BOTTOM 6.8 STREAMLINC ILA /BL9-� ;0;
E Z? � c<z) ,
(9 - ') ic'wci-- ---SIZE SILL 09 SCALE. HALF SIZE
SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE E.HALF SIZE SCALE HALF SIZE
Fi
80' 0.477' -f-;640 510"
0.143"" .0.590" ..141.' 0.245"
0.143r" fli
.3. 1
0,096" 0.060".
-0.115, 0.080110.117"
0.090 -0.0w
A
4*110* 4-0.180, 0.080'
Lx
C0MMffMWLWW;V0PEI
r
F.�044 0.682" 0.63ow" 0.060' Q 0.693' L(
P_ 22" I II 15-2339
NOTE:THICKNESS OF BARE 0.420" SCALE. - I -
METAL W10 PAINT IS 0.011' PAGE DESCOLIPTIONt
RADIUS CEILING HEADER/SILL Lj)t.8 S[ARIER tfALL_:�?[lL CLIP WALL SILL
rICAMLINC STACK
:L
SCALE HALF SIZE US SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SLALE HALF SIZE
FRANK L SENNIA00,P.E.
\\Illlllllll// NP90046549
19so^ \\\ aSK *46 0.610"/-STAINLESS STEEL 280" NYLON WASHER ORLl \0.125" ./ ASSEMBLY Q e -0.4 0.0. 50" ALUMINUM0.276" 0.357" * No�e1C�� •
I* -I rI T` 0.320"0 HOLE
I -�n N+ o z - A 10 x 2-3/4"410 HT S.S. l a X465
$ 0.880 NYLON ,a: v n INSERTS SCREW W/TC ULTRACOTE � 0.591 _Q Jf 9g
0 0.05 INTO m0.062"t
��nII WHEEL 0 120 d COATING
\ `r r TRACK (TYP TOP&BOTTOM) N
0.240" T
NYLON BUSHING W/WASHER: �__ I�_ �i�/ ORIOq
TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/2" INTERIOR JOINT TOP 0.154"-70.137• ''.�Nq""'"'G @ I
MAX.------} INSIDE JOINT AT TOP. 0.870' 7/16"0 x 1"0 INTERIOR JOINT BOTTOM / L EN UI
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ///111 I 111111\ W o 2i g
ANGLE HOUSING-ZINC DICAST,POWDER COATED �>U A u�<
IQ. ROLLER ASSEbIBL1 Q4)BUSHING ASSEMBLY DETAIL (Lb)BOX CENTER INSERT (�Q �au�
SCALE HALF SIZE \`,� NOTE: MAY BE KEY OPERATED OUTSIDE `�- Zx mym11a
SCALE HALF SIZE SC ALC HALF SIZE SCALE IIALF SIZE �1
OR KEY/THUMB TURN OPERATED INSIDE. W
j }0.250• (-,x)BRASS PUSH LOCK 3�K!to
�,•---_.._---__. SCALE HALF SIZE
aWw
'�
r-
'
----�-
-
b
p110.155" 1.603• - ~1197 8"- 2.125-f
R0.500" 4.000' 0.236' -- ., 0.286 0.267"1.710- 1.224"
0.500" 0.623" � 1" 0.531'
0.090"�.319"
0.790. 16- .9
064" 0.281' w
0
�\ 0.09�t'�. n -1- ---- -� -T m
2.250" _I rn ,
;o
26. \ ( 0.60 1 0.607• �{�Y
A 50" 1 .IJ7'-moi " m ry w 3
0.2 J T( -
0.1 1� �-0.224" 0.239" �' 1 vO1i n m m n e [0.607-
0.60
. ul t-a c
0.060" 0.496• 0.240" .11 -+ °+ •+ ••� �+ <
2 �-2.000 ' - II I I c n
.750" 1.758"
DECORATIVE: FI_UOPTRACt•. 2a0_222" .062"(,,;NRAINrUARD 0.160 .0SCALE HALF SIZE SCALE IIALF SIZE 1.0011-0,062" 0.062• 0.176" v�
�t<
C30)UNIMATE LOCK 31 MALE BOX CCN IER FEMALL BOX CENTER n E >SCALE HALF SIZE SCALE HALF SIZE SCALE HALF 512E .r,
_ O
JI o.062^
ZE
tuc
5 E 3�
- }
0.400-
5.50G,x 13/16"WIDE---
(�j 7/16"0 STAINLESS mow, °I
41A 167• IJIJ I) L�� STEEL NUT �f-� C�yyd
E_. 64- 9p'.125• - \ I "\ 0 I0.438"
0.188" � J5/16-18x1 MACHINE SCREW a-g :.-" -T1.P. LI 5/16 0 INTERNAL 57AINLESS STEEL t N __� �. D.121 0.689" POWDER COATED,ZINC DIE-CAST THREAD Ov
}-- 4.500•-- -� 1---t _ HEAD STYLE VARIES fO�. 1.050" _ 6
- SECTION A 36)T_LOCK ADAPTER 37}T-SCREW INSERT tg)THUMB SCREW -
UELIA MrJUFI 2U1_
S INDUSTRIAL SYSTEMS -' SCALE.FULL SIZE ��-' SCALE FULL SIZE �` '$ -t.-"0.254" 41)rJ )OIJ 4U
(OPTIONAL) ���`)�..
(35�BOX LOCK SCALE HALF SIZE 10.319 END STRIP I" I� 9
SCALE HALF SIZE t--2.000"� & 3" EXT
--.1-- -tr0.12s• f
}-1.625"� {-1.500"---} 0.125"1� SCALE HALF SIZE � 9g
° ';IJ
0.125" AA
D.DBS• c $ 0.125" cwiRmrtFPNKLeFNInmoF�
0.250- o "' 01085* _ 0.093" 15-2339
--- I PAGE oEsauenoN1
7.000" ---SSSS---} - ar
H p)ALT. I" END STRIP 11 1.5"%3"x0.093" ANGLE (25�2'_x "x0.125" AIyGI_E 1�
(�2X7 ANGLE �--- SLALE HALF SIZE C� SCALE.HALF SIZE L- SCALE.HALF SIZE G�
_/
SCALE-HALF SIZE _v5S
P 1,,NNARDO,P.E.
ANY ANCHOR PER ANCHOR •
EDGE
p� L L 1 b!
SCHEDULE p 18'O.C. EXISTING DIST. \ j J •"••
GLAZING /
•\ FOR6
STRTFC�[,`��
' L_ ,• 7 ,� E FOR r1RX: No EUOdSS+t9�L0
A .ANGLE EMBE H / EN USING -
EMBED. LEG D RECITON II II - -_ _ 06
•i7 (INTERIOR) / j o
17 1 MPJ( ART M Iz
--- — - fill, )_ ..._......._,.:_:-- OR zip T D �.�
-MIN.0.062"THICK 3063-T6 ALUM. —
'�" In—,( ANGLE 3"x 1'MIN.TO 2"x 5"MAX. ,,{]i�95� i FS '• u g
(ANGLE LEG MAY BE REVERSED)
DIST t y ANY ANCHOR PER ANCHOR "— FASTEN ANGLE TO TRACK W/ 1 ttff _
– A -4� 2 !10x1'SCREWS AT L `z a
SCHEDULE IB"O.C. 0RNER TOP IN BOTTOM'AND In Q �'�`
13F' 13�- r " ATTACH 70 6.8 STARTE9 W/ /W W o~
T u4 u zz�
3D 12 x 1/2•GALVANIZED OR S.S.SMS, .' \� #12 x 1/2•GALVANIZED OR Z o m
S.S.SMS 3/16"0 ALUM.POP IS
6.80 17 Y'f 1_-� 3/16"0 ALUM.POP RIVET,OR 1/4-20 �' RIVET OR 1/4-20 MACHINE 0"1u^L z
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 6 NUT p 18•D.C. ALTERNATE END STRIF DETAIL\ BOLT NUT q IS*O.C. ;4'g$U
(EXTERIOR) 5/16-1B THUMB SCREW INTO THREADED WITII 6.8 STARTER AMD ANCLC� Z.
INSERT 131 AT 1/3 SPAN TO 2/3 SPAN SCALE 3' t'-0• ANY TRACK W/ W
FROM BOTTOM OF SHUTTER.RECEIVING c w v,
(1'PICA(_ PLAN VIEW END STRIP SCHEDULE SCREW BOSSES. Dp
R MOLE SHALL BE 3/8"MAX WIDTH,UP TO .�
R
SCALE 3"+1'-0' 1"HEIGHT. PSF SPAN
1'BIO(2.7) 62- 108' -
72 100"
82 9
I,SF(1)BRASS PUSH LOCK __ 112 0" n
OR 111 S/16-1. 1HUM8 132
ys� SCREW IN(O THREADED LOCKING DETAILS FOR 2'&0(3.1') 62 95" SEE END STRIP
.h INSERT (37) A7 1/3 SPAN CENTER MATES 72 SCHEDULE FOR MAX.
TU 2/3 SPAN FRUIt - (� - \\
BOTTOM OF SHUT TER - SHOWN ON RANDOM 11 83" ` w t
RECEIVING HOLE SHALL RE (30�' n"" DETAILS 3"8/O(4.7") 62 _ 86" / SPAN WHEN USING -
�/t 3� 72 7" ' - 20,408,40b OR 40C, �'�+i Q
3/8"HEIGHTT WIDT M.UP TU- f�-} - -, NpJ y4� 1'>~�
3 % I�� / 1/4" OR 6.8 STARTER ,A !t O rl
ALT.t"t110 __82 _ 100"
1 0" gffiIL /•-t -_ MAX. WITH 21 OR z5. �.E c o n
p qy�
132 75" CIAP,IEP.kS PSP lei
Rc a
a 1.5'x3' S 93"
13 / _- L JJ x0..093' 52 _ - H` ,/_0� FKgVIUt Ct05pRC E fr❑
- 3i' U 660 al"
4 57 -7l" JJff ` \\ OUr UILN.:f.lxlU+ntM15
(INSIDE) -_ j1 70 .,66 FASIFN STAPIER C.1R11' c g
I 7 7 \��� 70 TRACY,W/(21 N 10.11'
Ox I" y e
r-,r 2k3' 45 1 9' SCREWS AT CORNER.TOP
f _ xo.1z5 52 129 ALTER(JATE END STRIP DETAIL a BD77DM a
p131 *a ,5x f 57 120" SCALE 3"+V.0" AI4Y TPACK W/S(REtr7 t�„*�,-
64 16" BUSSES S
Dd - 70 111"
zarc 1
r` Q SIL L I a FOR GREATER SPANS OR LOADS TNAN
ASNST
OWN IN END RIP SCHEDULE,END
Il N G -R STM REWIREA I'%L•.090'CUP ANGLE 5
MIDSPANUSINGANYANCNORONTIIE EXISTING CHGLn55 /--
0 t �,+/ ANCIANl SEDULE R I Mal/4•Rx
•-� _ 13) SCREW OR 1/420 RDLT TO END STRIP.
s l •' _- USE III BRASS PUSH LOON {3(I�• ) IR w USE(1)BRASS PUSH LOCK: (INSIDE)
1: 2k OR 111 S/lti-TB TIIVHB - ll <'•y OR(1)5%16-,R THIIMB gy
N -� SCREW IN-T,J THPEAUED ' _ --(i� �J �a F SCREW I(JiC 7HPEADEU t\ i
1 U 2R 1 AT 1/3 SPAN �! a INSERT��337f Al 1/3 SPAN \ SIL1.7
5 N F1+LIh1 TO 2/3 PAN TROH
BOTTOM Of SHUTTER . rIU T�.IUE) '�'a BOTTOM OF SHUTiCR j
0
e RECEIVING HOLE SHALL BE ! (
i/8"14 X WIDTII,UP TU ! 'T' ------ -- _,— e !
1"HEIGHT. 2a
� 1'rFICAI. OUTSIDE COHIIER I:LUSUA-
RE - `�• ��'"�Il = --'---- ---- ��-.-- '--
Il _�
;^ LC'I DETAILS WO/CORNER POST _
NTS
"� � (70�-' OOPROdtIFNlxL/BlWW►E
I' \\-SILL 31 =fij) 114L (OUTSIDE) 15-2339
_
USE(1)BOX LOCK AT 1/3
SPAN TO 2/3 SPAN FROM ►A�t Gfftllt�70J�
BOTTOM OF SHUTTER
CC> 7'PII_AL IIjgIDE CORNER CLh3URC
c DETAILS WO/CORNER POST r ?m MULTIPLE SHU11ER. ASSEMBI
NTS i�a SCALE 3' + V-0-
FRANK L.DENNARDO,P.E.
OCT REF RIE ECEIAINCHOR EXISTING HOST - C�Ru_Plate/(/�!/�
SCHEDULE FOR MAX STRUCTURE t"
SPACINGS
MAX 1/,._201-IACHOJE BOLT ' . "' -
REFERENCE IOtJ T OR i y ?'I 1/2""�- W/NUT(0T 12 0 C OR � �� Ji f12'pryg6y 1
SC HEUULE FOR IJAX '\ N IL SMS C11 6"O C -* -
• _y___ \ SPACING --I, - 1/2� IT(P. TOP R 801 r(11-1) _ U _
ALUM. TUBE I((j J 0 o N
2 FASTENERS .6063-T6 ALLi1Y - I i °'T T'✓ %O't\ AT O rM'1
J
EACH ANGLE --- SEE TABLE A FOR SIZE - Op SURCi� 6v)J
AL TEP,HA TE T14RU BOLI U 7 // ���e
1'•x 2"
OR 2"x 2"x 1/B•' ^`•�� �• C.1 1'OhJNEC TION TYPE P7tH GLASS
I(LrW�
____ �,r' , r REFER NCC ANCHOR F 1 U �a 0
ALUM ANGLE (\\ _ I I I SCHEDULE FOR MAX SEPAPATOIJ jg') m• !Y o m$�C2�z o
SPACING PER TABLEI _w Zx odNQW+�W
THREE 3/160 ALUM ° 'e I , I'I �'_�\ F C o
PCP RIVETS OR -� 7..",
GLASS f iWraOR DOOR--ryI ri THREEJJ12 SMS,TYP . Il I inc3:16"N ALUF'I PLN' _ w. NWdzwRIVET OR#12 Sh15 `�/ / () ^ ?� wwTABLE A(CC3) � ptB' OC I1YP1 � o
PAESSURE VS ALLOWABLE LENGRI )0� �`FLAY IISC MPLE UR `2"x2"xl/8' 3kl/B" / w 0PSF No B/ 30YFCMALF.LOCH-SLAT�s ALTERNATE . � m I I/� MAX FROM F'RJ
62 130"— 196" iii t3) "•\ C5 CONNECTICIJ TYPE GUIDE TO BIJSHIIJ f,
CI ('.DNIIECIIUH IYPE ,6
TYPICAL CORNEh CLOSURE DETAILS REFERE14CF.AFI0'HOR PLFERENLE AN HO
�\ \ WASHER 17 YP) rn»e
`124' 179• LS
72 -- SCHEDULE FOR r SCHEDULE FOR MAX \I --(i>
-92 119 172 V/ MIS SPACNJG 0=�j
92 114' 165" `t ,�'/ `•\ '�•t114 x3/,."SI IS 151 9"q r �J-O-,� o
102- 110" ANGLE TO TUBE CONNECTION
120 l01" 147" E<ISTIIJG HOST EMBED `60' V n25' TUBE c1v
R Iso yT �1• TABLE B(co) �
6 -_._._.--_.-.MLEL- - STRUCTURE
3 PRESSURE VS ALLOWABLE LENGTH CS CONNECTION ANCHOR
v
/ �EDGE DISTANCE ----- REFERENCE AIJCHOR � y
- p5F WRH O/O W1TNx1BJ0 /
SCHEDULE ECP.MAX E F
B/O SPACING � r"r';� V�0
62 113" -166"-_ '__
ASTEFIEr+La1B"BcALIERNAFE BUILD OUT MOUNT SECTION-7Z TOT 15T SE AN'i ANCHOR SIICIWF1 \62 101" 147" A14CHOR SCHEDULE) — SCALE 3"=1'-0" a1
91
92 95"
102 9(r 13Y 4
R Ip
/ w
7 x - =wn3/16 RIVET UR pl2 SFIS f "6063-T6 _" MN RATI( In` TUOE T r F• EPARABLE I O NCoolIH"C C OR 1l4-20__ ` y r_+ "<f1 IAOIE NUT JC BOL T 1T FP I ,. 3/1W*0 ALUM POP d GLASSRIVET OR #I,'SMSOR DOORALUM. TUOE � Corp 1B"0C ITYPI6003-I6 ALLOY SEE TABLE H FOR 517E \ S"x 1/B"^FASTENERS TINUOUS ��IEACH ANGLE iINUM ANGLE �-1y1".7"r 119361163-Th d UN AL ANGLE INSIDE _ _ , (3X7�ALUM ANGLE TYP RIREF. 3/16"at AI UI-I TATION TYP (I7)
o POP RIVETS OR �- _ 6
THREE H17 S1.1 5,TYP m 71 E*
1"z t/0" -- - LL \'•. `��...` 4 CONNEC11r111 TYPE A'3
/1 OR 2'' 2' r 1i 0" 7ALUM
- --- __ \`\ OI., REFRENCF ArJr HEIR
`� ALUI'1 ANGLE T -'\`--`-'�' St,HEr,L:LE FnP MAX
S -- USE MALE OR FEMALE ._ '4 _ SP LRLILOCK-SLAT LBLOCKOLUNLRCIL, 15-2339
\ BLOCK OR WCOU FRM•IIVGII�SIDE ILL Pr1Uh1TSECIOIIto(OUTSIDE) . _ rAQIt1q R1Pn0HO
t,12 x 1/2GAL SLALE 3"z 1'-U"
ORSSMS,3SIDE CLOSURE UItIIOIJSC4 TYPICAL CORNER CLOSURE DETAILS POP PIVE7DR 16-2 '11
`--- NIS I•IACHIFIE BOLT C rJUT SCALE 3"v V-0'
Ca 18"0C
FRARK L BEHRARDO,P.E.
6549
C5 CONNEC110H TYPE .1
tri REFERENCE ANCHOR FXISTIII5
pj SCHEDULE FOR MAX / STRIJCI!IRE
SPACING Cel
GLASS Q w_ ._-s a 5"MAX -1/4-
W CL GLASS W Cl l'.OF1NF_CTIOhJ TYPE ZO MACHINE BUL?!t-, f
OR UUUR OR UUUR----- W W REFERENCE ANCHOR% r /� w/NUT 03 12"Uf. O1i lC; 'Q
r.. SCHEDULE FOR M.4 Y. `19) / 111J. Sh15(ul 6"CJ C-{ ND
=w Q MN 1� j X. =w SPACIIJG I:2" I T YP lop R Br)f TPP11
MN 13 V1 h W CLASS =1..,2 v m --D -
1/4"-ZO THRII SOLI W/ G ASS X��m +EPARATIDF 'A 1.7_ul 4 /2-
toll.
1" -7
.EPARAIIUr R=¢ b T4 x 1:2"GMS qb 12"O C PER h Z 2 w 1'
LOLK NUI la 12"IJ C OR L ti w OR 3/16'0 ALUM POP w /• ; T
12 1/2"SMS(Rl 12"0 C C S PER H rABLI 2 a u-1 a U m i 5)fJp�RP./
(ABLE 2 W] RIVETS Lm 6"0 C OR 1N•"U L yr i3OR _J
OR 3/16"T AIIJM POP (- i 1s
RIVE IS La!6- O.0 E.S - uN ALUM POP RIVETS(d112'OC
Ii I/L"1•
ALL I1 PUP RIVETS AND L)
L3�12"U C E.S --'-- '-- -- T- - - _ V4"IIA< FROM PIN - Eva fiL nGS n I f1 �>Q LLGE11
} IIAX.FAUPI plrJ ASSEMBLY -- SEFAPAnr:AJ
U AHO(f� . GUIDE TO RUSHING - 1/2"TTP GLIIG - BUSHING iia) I- m z
PER TABLE" j Lr o~OJw
__ o WASHER IT IPI lrr a•I,r y
ASSFFIRLY- ---�= WASHER IT CPI GL A%El
ppp �?UNm Ww U3��`ppp�'
/F- vT- I!Z"TYF _EXISTING CONCRETE.TE, m / 3 CONNECTION TYPE OR DOOR---yl
a - -- BLOCK UR WOOD FRAMING / / u
RFFF.PEIJf.F. ANCHOR r -^'-- L114
X'O L- c
_ .�.0 '/. EDGE a a'a IRK .�
W / .'• / C•/ COFINECTICNJ TI'PF. /% / DIST SC'IJ[UULC FDR MAY, oa 0 W W
REFERENCE ANCHOR l SPACING Yj0 .00
•1 1/'/ % EDGE SCHEOULF.F UR MAY
/ _l..•. /,- ,/ DIST - SPACINU AS SHOWN
/-C3CONNECTERCEICNJ TYPE lu DIAGRAM ON PG 9
REFERENCE ANCHOR EXIS TING CCRJCRETC� '(E)-- -CHFOLIL F'FOR MAY.. BLOCK,OR WOOD I'RAIIIIJUSPAC.IW(-1 ALT FASTENER -- � AX FROMPIIJ
ii _
L-� (SF E4) IOCATION FRONT AND _ CI CINRJEC7ICN•I TYPE j,-. - I3VIVE.10 B!ISHINO
-// 1/4"MAX FPOM 8 ACK ANCHORS NOT REO'D ((j�INSIDE MOUNT SECTION SLHEUULEEFORLMAN 1/ WASHER ITYPI �WLlT
—� P1IJ GUIDE TO WITH TH15 LOCATION - SCALE 3".1'-U"
SPACING -s5 C(NJI•JECIION TYPE �w�1 4
( 1L --,�_ BUrP MG WASHER /n\INSIDE MOUNT SECTION j' REFERENCE ANCHOR f•7��y `q o
I� I \ / SCALE-3". V-0" SCHEGULE°UR IaAk F rnf Q ry
I` E>'ISTING CONCRETE, SPACING F c O^f
�•�I BLOCK OR WOOD FRAMLI•IG— Ef-IBEU °C
II�JI
�CD�BUILD JUT MOUNT SECTION g a
%rT YP BOiIOM� EXir•TIHG CONCRETE, SCALE 3'.1'-0" Z
BLOCK.OR WOOD FRAI1114G
iJRSF. FOR UFTA45 A.B.D ANI?F.ON THIS SHEET, ��/�r/ EDGE DIST /—EXIST INC c
THE BASE TRAfK MA, BE 1}JSTALLEQ IIJ SEr-TIONS / ----CO CONNECIIUFJ IIPE EMBED / Si PUCTURE m g
I WITH 1/1. riAPS,PROVIDED THAT EACY SECTION, ri - ,, ,! REFERENCE ANC H(IR _ /--{;5 CONNECTION TYPE r�r
A MINIHUM OF TWO SETS OF ANCHORS AND ISA - SCHEOULE FOR 1•IA�( REFEPEN('F ANCIVIR
MINRIUf1 OP 12"LONG.THE SILL OR CEILING TRACK W_ 1 �'.�. R�6 SPACING S(-HF DTII F FOR L1AX L
,b USED WITH THE BASF TRACK MUST BE COIJIIPJUOUS - / /�' SPACING ?�
OVER THE GAPS BETWEEN SCCTIU14S_ 3 IS
1/2" (!JORL)
- v4i L7 VI
¢ w W O I I
GLASSOR DOOR LA
(� GLASS j3) yOj' W I-w
#112 r 1/2"SMS IW 12" 'FPARA'rl - O 2 1.I a a 6p
W ui C!.0 OR 3/16"P ALUFI PEN - N p rn R) r~in T C•" FFFSSS EEd {6
r" >'] PUP RIVE CN 6"Of ABLE 131 1qw @ S�
O Y.O- Y. O-F' GLASS C!R Mr 1 l A=... 7=_
OR 1/4-0 ALUM PUP Q a.j DOOR c P ATI t zY
e (13) I-. _ RIVE 15 u1 12"U(�- - �a �ry�-�-�.
8 Er GLA55. ) N C APER Kn 2 n u
I-I GLASS I' z to� �ti u'A 1111 �- z�
PER TABLE. _ --�-- - X w a i L l I ANU(:8) - -_
FdAdAd 1/4-20 S S MAI:ZINC a�Da (- IlI 1/4'MAX FROFI P!N v'A EEiEi
SCREW S IJU7(A I u to ASSEMBLY 1/2'. {_`"r— t/2" GUIDE 70 BUShONG 'I i
12"OC _L, _ T CF WASHER 17 YP 1 w 1--- S 1•. -
61-ASS
OR DOOR 1/4"fIA>. FROFf pIM m / w o '�i'� 114"f1AX FROh1 PIN_
---'--- a GLiIUL 1 U OU 11114G „�, _ - v - `--1:1 CONNLCp01J TYPE ' F--�r/ GVIDE TO BUSH:IJG _ ��
WASHER(TYR 1 / \ WASHER ITYP iii
S R EOGE� IEFERENCE ANCHOR j t'-> J 9 Pit
ry= �•:J•J: EXISIINrS CUNIRE TE, % DIS 1. SCHEDULE FOR MA`; CO M9ff RWKLLBIwwr.E
••• m!-BLOCK OR L•/DOD , / SPACING AS SIIUW14 ``C2 CQNHEGfICHJ I1PC
FRAMING EXISTING CONCRETE. 4 CONNECTION TYPE IIJ DIAGRAII UN P(3 9 REFERENCE AN(TIOR 15-2339
UR 7r BLOCK OR WOOD FRAIIIPI• / REFERENCE ANCIIOR SCI IEUULE FOR MAX g['ALH
x 3' > 1/r,"LOIJT •/ / - '3 CONNLClIoN IYPC M12 x 1/2"SMS(ID 1s'" / SCHEDULE FOR MA\ �� SPACIfIG RAGE D[sWmollr
0K3-T6 ALUM.AN(TLC /// /� REFF.Rk NCI ANCHOP / Sp
ALT FASTENER �_
TAY or PEVT.RSED '1_ 5UIC RULE FDR MAX OC OR 7/16"B ALUM CX15 TING CONEPE TE,
LOCAl10N FRONT AND
5 SHOWN DASHED) SEALING POP RIVETS L31 6"0 C BACK ANCHORS NOT REU'Cr BI O(K OR WOOD FRAMING -
_ OR 1/4"0 ALUM POP WITH THIS LOC A'r IDN
GIVE IS 17"OC c�9
WALL MOUNT 1' SECTION (E I:EILIt•IC�INSIDE MOUNT SEC110FJ F WALL/BUILD OJ I
SCALE 3 i'-U" `✓ SCALE:3"= 1'-0" .
OtJ
on
SLALE:3"= 1-0"
MK L.FIENtlMDO,F.E.
H14 OLASS 009549
OR DOOR PER TABLE 2
rl
—GLASS OP.
DOOR No—
cc
GLASS SEPARATION
IF I,In At
z GLASS OR -11-AS-
10
DonP. SEPAR�TILXJ
w¢
In 0 ly. PER TABLE 2 ------
fkAn' STA l
I
SEPAQATIrY4 IT -
Mi
PER TABLE 2
In I
I.z CI
T= .S? zz. C,
z cj
(6y, za� 0 9-t
103 ZFF
z Cl CONNECTION TYPE A.
RFFEREfICE ANCHOR w W,
C)7 w
Z
1/4"MAV FROM P114 GUIDE w
To US W SCHEDULE FOR MAX 0 F z
U.A
SPACING—/ ."
U 1/11-0 WUUU
Lu
_V-(,4 CQNNECIK)N r
TO BUSHING WASHER ITYP I "r I TYPE 3 LREWS JM 21-'* Jr+ 25 C3 w
C MAX WITH 2" REFERENCE ANC 0
THREADED PENETRATION SCHEULILE FOR.
"T"INTO CENTER OF 2X STUDS SPACING 0Imo` Iw
EMS T• R14 SMS(a M I r)
.,PAN SFTWEEN DIS
dQ STUDS FOR TRACI, TO I-x 4- LE)ISTING HOST STRUCTURE
PLY WOULl TUBE CUNNEFTIQIJ
S T CCU F11415H I".4". 125"
6063-T 6 ALUM TURF.
... DECORAIIVE FLOOR TRACK 0 DETAIL WA9
WALL MUUNT SILL DE IAIL w
THIS DETAIL To USED WHEN STUCI SPACING
BE SCALE 3"=V-0- SCALE 3"n I*-Q-
' =w 2
'CEE.5
THE
"A X.ALLOWABLE ANCHOR SPACING
WALL MOUNT SECTIO THIS L�
A
Y
] �y
SCALE 3"z 1'-0" ALSO BE USED ON
AT TOP E
E
ACCORDION SHUTTER w CL fr.
Z
PEI,PRODUCT APPROVAL .—GLASS o
VION GLASS OR DOOR
SEPARATION- q!)
PEP
x E,IS TING WOOD(G-O 1.21
P TABLE 2 In -
X x z
E.
APPLICABLE AT TOP TRUSS OR RAFTER
E 4 Cm 24-MAX O.0 1-1/2'1-7/2"
4 ___\
Z E EXISTING FINISH
2"OR 3- MATERIAL----
A
LIT-M12-MIN. MAXf-IAX FROM Pitt GUIDE 2"x 5'� 1/8' 6063-76
SO Q) TO BUSHING WASHER IT VP I ALUM A14GLE W/TIIREE C3
___7w, TILE(TYPI 1/4-0 WOOD LAC,
--2.17S'
FINISH MATERIAL SCREWS WITH 2.311.
2*x 3'x x CONTINUOUS OR I-
2*x Z*x Ye"x CONTINUOU
6061-T6 ALUMINUM ANGLEIIfuIMUM THPCADED
j�,—t3/4"PLYWOOD
PE14ETR "T"'14 WOOL)@ C
0.9"MIN.THICK 6061-T6 ALUM TRACK 1/4"0 A325 GRADE I HPU SOL 1 Cm 7"U 9: EAC 11 RAFTER OF I RUSS
0 C
ANGLE FASTENEDFASTENED TO ANGLE WITH 1/4-20 OR 5/16'16 A325 GRADE THAI)801.7(lb 12 24'OC 11AX WHERE
• MACHINE SCREWS AT 3"FROM ENDS GALV OR S S A14GLE EXTENDS NDSB "OND IFS
EXISTING 3 KSI CONCRETE
AND 9"O.C.FOR THE BALANCE LAST TAU
HOST STRUCTURE WITH) 1/4-0 ELCO ULTRACON 70 CONCRE I F/CIlU ISSAMORIE THAN
CRETE HOST EY e(.1 S"0 C W/1-1/4-MIN EI-10 6 . EXTEJD 14GLE TO
%"o ELCO ULTRACONS AT EXISTING CON
3"FROM ENDS AND 4"D.C. STRUCTURE(3000 PSI MIN) OR 1,14-0 LAG SCREW(6)9"1)C W/1-7/0' NEXT TRUSS.
IIIN EMS IPI WOOD SG-042 70055
67 MA3CSPAW:
FOR BALANCE WITH IV,' DESIGN % g�
MIN EMBEDMENT AND 2%' MAX.1&� EXISTING E314(Rf. �� IP
I
M NT IS :1:62 P.S.F. 0VFYIWrRAWLffmwpL
DISTANCE,
MIN ED HOLLOW I o
ED
WOO A..G SEF S"; 1/8' CUNT 15-2339
STAGGERED WITH 3-MIN. MAX.DESIGN LOAD AT 6'-0"MAX 0 FR,
2..
SPACING, ANGLE(6063-T(A
SPACING,TYP. ANCHOR SCHEV ;LA-t 11CALE: -
13ASFD 014 1 YPE OF
BUILDOUT MOUNT STRUCTURE IMAX PAGE VZSCRIP"ONo
SCALE-NTS UE SIGN L UAD.71 P S F I
EPASS THRLI DETAIL TRUSS MOUNT SECTION
) SCALE. 3".1'-0" SCALF 3-=V-0"
FP
EXISTING HOST -ALT.LEG DIRECTION NNARUB,P.E.
STRUCTURE 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN F.E.
12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3•MINIMUM ..
EDGE OF SHUTTER, SHUTTER BLADES ` l/2' ,--SPACING,AND 3"MINIMUM EDGE DISTANCE
TOP OR BOTTOM- - - - / ASSEMBLYAX.% (2)6063-T6 ALUMINUM `
__ ��ANGLES PER BEAM END,SIZE = �: o P(;QUy654A :0
PER SPAN TUBE SCHEDULE _
EMBED. •.'�
.-SPAN TUBE PER
DESIGN SCHEDULE N Q:
O
EDGE OF ACCORDION z ACCESS HOLE1/4-20 MACHINE BOLT W/NUT @ ��O E)F~4'
_ -�SHUTTER BLADES G - _- 12'O.0 OR#14 x 3/4"SMS 6"O.C. %;03�• � �g
3.5"MIN _ _ __ _ _ �i
TY;
- 1/2'MAX.
3"MIN tQogg uu<
`
EDGE
oLm$ ZS
2.875"0 HOLE(TO RECEIVE DISTANCE
ROUND WINDOW ASSEMBLY) Q SEIPARATION 1�1 µa+o 0H�^
MAXIMUM OF 3 WINDOWS EXISTING PERIA C W w U W
GLASS OR I� S I�,�
PER EVERY OTHER BLADE DOOR--{I =O II AML N�a: w
i LIGHT-N-VIEW WINDOW IIr ��m �(/l/{/l�lf/s oW w
d 3•MIN �( E z
S O EDGE 1/2"MAX <W d a 0
p 8 N.T.S. EXTERIOR ELEV = o DISTANCE - -� - �- 5`) S__
F
LL1!C"1.-- fRUI.1 PIN'GUIDE
f 00 J Z:Z -_(316 TU BUS]III4(i WA SI ILR I I YP I n
~p i ACCESS -1/4-20 MACHINE BOLT W/NUT @ LL
In -1/2' HOLE 12'O.0 OR s14 x 3/4"SMS 6"O.C.
2.875'0 HOLE TO
RECEIVE ROUND �_-._ .. '-SPAN TUBE PER IL
EMBED. ; - DESIGN SCHEDULE �+ri
WINDOW ASSEMBLY _ 1/2•X -(2)6063-T6 ALUMINUM ling N p
i MAX. ANGLES PER BEAM END,SIZE rn" n
EXISTING 7 PER SPAN TUBE SCHEDULE a e
HOST 1/4.0 THRU BOLTS SEE BEAM C =m
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS C c a
----� 114"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 1w1J i p
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM !, = r
SPACING,AND 3'MINIMUM EDGE DISTAPICE
0.125" 0.125• E 3 O
0.032" 0.032' MAX.DESIGN LOAD t 72 PSF ¢ oo g
s SPAN TUBE SECTIONAi
_--� N
0.196 8 N.T.S. VERT SECTIONr(Z)
SPAN TUBE SCHEDULE
ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE
d ANCHORS PER
TUBE SHUTTER SPAN THRU-BOLTS ANGLE I LENGTH
zQ ROUND SIZE spAN _ -I _
$a rE V WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP .BOTTOM SIM
? I (n ASSEMBLY- TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE ?S {
1 ! n 60• 123.0 135.r 2 2 2 3 4' _- 12
�b
\ Ip Yx5*, 98' tots 108.r 2 2 3 3 r._� T_ 4%�
,�/ r !'`,•\ 0.128' BO" 129.1' I 167.0' 2 _ 2 2 3 7 T"
\ - _ 160' 138.0'-1-198.9•. _Z. .2. ..3. .3 0 i r St& 1
123 88.9' 94.4" 2 2 3 3
2•k8•x BB• _114.8' 12AA" 2 2 3 1-
1234
10^
oz.e7s, � 1'io.see• (-_ I ali
ANCHOR SCHEDULE: CONCRETE FRANK L.BENNARDO,P.E.
549
2.5*MIN EDGE DISTANCE ,SIC
LOAD Scans UpTO-ro" Stens Up
To To_8'-r S "'o"
NN TYPE CONN
TYPE
PT��L_V
0 ANCHOR 1 10.N;E Pa' CN173
x (Pso Cl C Co C3 I C4 I CS Cl I C2 C3 I C4 I CS Cl I C2 I C3 I C4 CS
114"ITW TAPCON OR ELCO 9..t6lT 16:9"IS 0 160'16.0";q:o"16.0"IT 13.0"16.0-1��T 9.5- 140 PEOD,
ULTRACON WITH
I-N4' 53 16.0"16.0"10 14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.S" 4.5'
EMBED(31920 MIN CONC) 6 16.0"ioF64_10._5_",
.S"I il_v!�-D"16-91, -F_ 5.5`.TV JITOF 15.0" 7-Y 4"j-
" " . F z
_m7g_LS-97 13-.0- 5.04F.i.;fi.s-iko" 7.'S'" 4*. ; - C0140,14ATI If
ll."1111.0 16.0 15.5 B.w F,
100 15.0 7.S" 4.! . _ - (p) STATE C
7.5- 10.5-15.0- 7.5- 4.5- 7.5- V7)1 -0
TIO
1/4*MILLENIUM MILLFAST 15.0"116.0"16.0"16.0"16.0" 9.0" 13.5"15.0"ll .0" 8.5" 5.5" 9.0" 13.5" C(NIFIINATI(IrJ.-
10.5 x S ITYP co) • RIO Mfli
5r!t_q:L1_0".7.0" 10.5- 6.V 13.5" 7.0" 4,S" 7.5" 9.5" /SIS
WITH 1-3/4-EMBED(3275PW S3 i7P91fir- /l
MIN CONCRETE) 4- 16AUr"IS.0- 8.5-113.0"16.0"16.11" ILS" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" 01VAL
6,0
70 I� 11.0"16.(Or"14.F TF-i.'s-" 8.0" S.. 'y
g i.06 i.im, i.0 q .-Rr
--- ----- ---- ---
9. 4.5! 7.5" 7 0" 4 S"
S4 .0..1, 7 S" 9.5
LC RETEFLEX S
1/4'ELCO C 16.0"160'111.&mo-ij.5"16.0"16.Wl 16.0-
ii.e ikV 16.0-1 10.0"15.51,16.01*i Arl S,(TVF 2 S(7YP)
W/2-EMBED(335OPS1 MIN 53 z pi
0.01, 13.01,16.0. o..
CONC) 62 160'16.0-16.0-5 w w 10
'6
6 1.
9 _16_._GV-. 7.0"-if.F iTT 16.0-1
100
100 L, 11.0"14.0"16.0"10. 6.5"
.64 1LE 1�..E jt:L10.0" m Z.
W
I'MIN EDGE DISTANCE NOTE "S 114DICATES ANCHC-q SCHEDULE SPACIIJ15 a
'�4 I Ei EY 1 6 1-6
16 W 1 4,:0�.
"'o
o" 7.17" 4.5" 7.5- 9.5"
4.9"A.T i ITS�8.6� iRF iC�`
.0.
16.0;151.0"16-.4 i7OT 6.5- HT T4.0-
-16.0-12
.9 �.,
16.0"16.W'110.S" 10.0" 6.5" 11.0"14.6"
1,.o-- 0 --- GK'S"', 11'.0"
1/4"tTW TAPCON OR ELCO 43 16.r 16.0'17.5- 0.0- 16.VI16.0-116.V S.Or 5.5- 16.0-16.. (r
4. ' 14.0" SPACING DIAGRAM 40144 C2 & C4 CONNECTIOtj 1
5 ULTRACON WITH 1-3/4' -_53 16.0" IS- 6.5- 16.0`1160'12.0 4.5" 16.0W"14. 7.S' I oll C2 COUNECTION TYPE uSItjG PIE CF 09, OUTSjDC 17
EMBED(3192PSI MIN CONC) IFZ ANLH(IFIS UHL y
Ls. L!:E 0 4.0" 14.5"14.5" 7.5" CG
G C014fiFrT-014 TYPE USlt4G PIF(F. (f) WITH
07- 70 -.A
-loo 16.04 15.0., 7.5 OUTSIDE ANCHUPS ONLY
L0.0"
K;02 10.0"14.V 7 5"
3 r
114"MILLENIUM MILLFAST 43' 13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0"1
i
11.0 7.0" 6.51, 10.5"
LOU"
i 10.5- 7.5"
1-3/4"EMBED(327SP51 d53
MIN CONCRETE) ANCHOR NOTES:
W11 2 160'IL.S" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.S" 11.0"10.5" 5.5" S.F T F
I 7R_ Lfi-l"is-" 5-5" 8_0" 16-0"111.5" S.S" 5.5" 5.5" 7.5" 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
ru -S"l 5.5
-100 10.5" 5.5" mll 1515F LS" 11.0 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
S.S" 7.5"1101 S.sr" S.S"17.5- LIMITED TO THOSE SHOWN IN TABLE I(Pg 1). DIV
Z 1/4-ALL-POINTS SOLID-SET 1-1/4-MIN EDGE DISTANCE -6f*F C27 _F
_E-1_E4-1_�i 1 Ci T i4l _n ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL
0. ANCHOR W/7/8'EMBED& Cl I E2 I C3'1 C4 I_CS 161 6'1 31 2. 11-ru.1 1.Be
1/4-20 SS MACHINE SCREW 43 o..1q.o" S"��10.S"1q.w, I ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN MATERIAL,
kf�- - 0!-T IL-011 A-S!, T.F-��Jr l?.F I ll.r 13.0" .F-2" ��.T EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
16.0"15.0m S':8.0- 16.04 16.0- 8.5" 4.0- G.& AN OR EQUAL TO SHUTTER SPAN.
(3000psi MEN CONC) S3 T%A
16 62
.111.0. 5.0444, 16.66 lir 6.5" 5.0. 4.0" 7.0"
9.0"14.5"16.0"
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTIONE 6
70 16.0' r 16.0"10.5" S.S" 3.0" 4.0 1 TYPE.
V 4. EXISTING �F'_
RE A CONCRETE,ASTM N 0
100 10.0" S.0 4.0- 70- 10.0- S.O" 4-0- 70"ll 'I R n- IN RETE
1/4*ALL-POINTS SOUD-SET _61-6 3"MIN EDGE DISTANCE --r- C4 �'L !?
C4 CS CI I CZ I C3 I C4 Fcs T r, a !S E ' H C_'D HOLLOW CONCRETE-
G CEII REFERENCE
LE
R STRUCTURE
G REF , E ANCHOR SCHEDULE FOR POPE'
TYPE S D CH DU
ANCHOR W1 7/8"EMBED& L.C.0 W ON', 0 EXISTING
TING K A AND APPROPRIATE T
ANCHOR E E E F 'TRU
CONNECTION
TY SEE C N'CTI.N TA.�'0 TI,
1/4-20 SS MACHINE SCREW 43 -�v lf�.(r I5;-or 16 Co N ON PE ON DE R IDENTIFICATION 0,
'6 o" 1�-9"16!9"1!A" N CT, 'PE
!6 6.U" CONNECTION
01*
R (3000ps(MIN CONC) 5?. 16.!r k6.T!3�r.01 160'16.W*14.0" 8.5"
5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CPACKED,CON
16 16.0"10.5"16.0"16.0"161 ii.6.1 Y.6� 5.5"- t-95--ri 2-r CRETE
0_ ONLY.
• 70 16.0"15.0" 9.0" 14.0"16.0" 0-"L 9.0"L i. .�5" l�20"
V L10016.0" B.S" 5.5'. 9.5",12. 16.0"10.5-1 1 S.j; 5.5-19.5-112.U- 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
114'POWERS 2-5/8'MIN EDGE IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
W/114-20
I SS DROP-IN _67d I c3 I c4 I c5 I ci_l_c_2_T_cTl__c4 I 6i-1 ClI I 1�11 I r4 1 6 LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
14-20SSBOLTAND FINISHES.
V EMBED(3000ps1 MIN 5"116-0' lt4l)" 7.65r.' 1.7 v v
.. '"il
N07 I'l, -
8'0
CONC
53 9 6.111 i J.�, 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
!6. 0 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEWATE WOOD MY,,
16
7.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD FOR
62 16.(r 12.5"17.5" 12.0"16.0"14.5" 7.5" 5.0" 8.5 4.0 8.& Lo
_.o ACCEPTABLE
LM
10.5"ii.,dv; -.0" 7.5 4.0 8Ar
70 16.(r 110.0 SIDE CLOSURE PIECES, q fa
t4
T6.07- .0 S"I 4.0-jbqi:F 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
100 117S' W.0- 7.0" B.V 11.5- .0-14.0"1 7.0"18.0"111. 6.0"1 1
1/4'POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2-x 4"VIN WOOD 0.3/4' 799
--T-1-61 Cl 6 1 6 1,6s] CS I ClI cz, 6 1 HAVE PHILUPS PAN HEAD OR HEX HEAD. L) STUD.
64 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL
W/114 20 SS DOLT AND Cl I C2 C3
1'EMBED 16-2:
QC)ED(3000psi MIN 43 16-0"116.0"115. .5" 1.1"H131"L.1 W ,.'I 9.0" li2 I."
, i'l "
or
'o
0
tqnP"15.0"16_0".M.R. I. ;:.r 2.:.- 6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN al
P3 1�.V- "I me R.& ii. .
!�.O" 8.0" 5.0- 9. 12.0 12.0" 6.0- 4.0- 7.5" 8.5"
mp ig� --EF 8.0.- i3" 12.0
7.5" 8.5"1 HEAD(SIDEWALK BOLT),U.O.N.
F . gyp9_ '1�2 .0 4.
62 16. t. .0. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
70 lZe 12.5":7.0" 11.0"1601
0- n- 4.0" 7.511 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
- 2*MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE
t12 SMS W/2*EYEWAII 6] C21-6 I C4 6 1'Ci 1__C2 1 C3 C4 l*CS I Cl I CZ C3 1 C4 1 CS NUT OR WASHER WINGNUT. REMOVABLE BY REMOVING MACHINE SCREW,
ARMOR INSERT W/) EMBED
(2000PSI MIN CONC) _±3_ 16.T'116.0"11.5"
1.5"114.0-16.0"my,16-T, 7.Yl 10.0- 16.c�- 9.q-- 4.S- mw P-E
._.I.,i.a.i6 §-Y 1?-F
53 16.0"116.0"N. 1W jLLF 5.5" 8.0" 16.0"1141:2� 7.0" 3.5- 5.5" 10.0-
8.5" rcr II. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339
63 ii.(F 5.0.-M.0" 9.5" 16.0"160' 9.W'l 4.5" 6.5" 14.0"14.0" .0- .5- 10.0' 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO
CONCRETE SCREWS TO HOLLOW BLOCK tA
8.0- 16.0-L4.5-
L=7:m� 70 . -6.0" iiT 14Y i.i"' 1.S" 5.5" 10.0F DRILL INTO HOLLOW 81.0%NOR SH06LD IMPACT DRILLS BE USED TO INSTALL
.109. 7.0" 3-5" vsT 16.7 lZiF_i.'r TSF TF 10.0; _R4 0EIKAtrV_W
#12 SMS W/2.75'EYEWALL j?.!cq-w.w.Ip.cr 16.0- 14.'64 ii.w 16.6-11.5" kb- i�F iili6
ARMOR INSERT W/2.51, S3 16.0 12.0-16.0"16.64 ii.& ls.(r 7.5'. 11:04 16.6`ifK&, 9.0" ii;
EMBED(2000psi MIN CONC) 62 16.0-16.V i. 13*5"16.lr I '1 16.97 9.0-
T
0 0" 13 0"
3.6; Wow ii:irl
�7 lico"
Yl . -, mt-F
uo" 8.0: k3 r
100 16.0" 9.0" Cn" 7i 160' 9.0f 3.0 .6co-)
FRANK L.BENNNIDO,P.E.
11111 11 I// a FEMM6549
ANCHOR SCHEDULE: CONCRETE (CONT. � y_,-_-
2-3/16 MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE `p.rp� GE__NS`Lr�,,.N .�
G ins Up To 6,•0,• ns U To 8'-3" Spans Up To 12-0" Span UR o 6'-0" Spans Up To 8'-3" SpRns Uo To 12'-0"
rit CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE _ �: NO P10046549
LOAD
o ANCHOR CONN TYPE
s (psn Co. C2 C3 C4 CS Co. C2 C3 C4 I CS Cl a I C3 ::* .
C4 I CS CI a I C3 C4 CS CI I C2 I C3 C4 I CS CI C2 C3 I C4 CS -
5/16'RW TAPCON XL WITH 43 16.0"16.0"l6.0'16.0"J16.0"18.0'16:0"112.0':16.0'16.d'16.0'11:0' 7.0" 12.0"16.0"16:0"16.0"16.d'16.0"16.0"160"I6.0"12.5"16.0"16.d'16.0"11.5' 7.5" 12.0"1ti.0" -V �o ry
1-3/4'EMBED(2899ps1 MIN 53 16.0 160'11 0 l6 0 16.0"16 0 11.5" 9 0 14 0"16 0 16.0" 9 0+ 6.0" 10.0"12.5 16.0'16.0"14_5"16.0'I6 0 18.d'15.0" 9.0" I4.5"16.0"18.d' 9.5" 6.0" 10.5"13.0" V -•,
0
CONC) 62 16.0 160"1].5 160 16.0 160 !1 S' 7.5 12.0"16.0 16.0" 90 60" 100"125160"160 11516.0"160 16.0 11S 75 12.d'16.0"16.09.5" 6.0" 10.5"17.0"
__. .. ___ _.__- __. ____. ._._ .._.__. _ _. ...___. ._-. T
(�1•s�, 70 16.0 15.5' 9.5" 15.0 16.0"16.0" 9.5" 6.D" 10.5"13.5"16.0" 9.0 6.0" 10.0'12.5"16.0"3.6.0"110.0"I5.0"16.0" 6:0" 10.5"13.0" •.F<OR101`,••' '"o
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" 6.0" 10.0"12.5 16.0" 9.5" 6.0" 30.5"13.0'16.d' 9.5'1 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13_0" �G ' vi
I6.V 16.Orr
16.or,
gg
LCO
ACON
1/3/4 EEMBED(3500psl MIN _5J 160"116.0"16.0"16_0"16.0"36.0"15.5"10.0"16.0"16.0"16.0"q21
5" t1.5"13.5"18.0"116.0"",16.0"16.d'16.0"16.0"16.0"110"160" 16.0"13.0" B.0" 15.0"16.0" ��,/ NALIE,1�` WozCONC) 62 16.015.01,
"16.0"12.5"16.0"16.0"16.0"12.0" 8.0' 140"16.0"t6.0" 5" II.S 13.5 16.d'116.0"19.0"16,d'16.0"16.0"13.5" 9.0" 15.0"16.0"18.0"110.5" 75" 125^70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 5" 11.5"13.5 16.0«A& 11.5"16.0"16.0"16.0'11.0" 7.5" 130"160"16.0"'105" 7.5" 12
�100 18.0" 9.S" 6.5" 11.5 13.5"16.0" 9.5" 6.5" 11.5"13.5"16.0" 5" 11.5"13.5"16.6"LO.S' 7.5 12.5"15.0"16.0"t0.5" 7.5" 12.5"15.0"16.d'i 10.5' 7.5" 12.5"15.0" Z o N m Cl
1/4'304 SS POW ERS TAPPER 1-1/2-MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE _ -_ W I., i
W/1-3p"EMBED(3000ps1 C1 f C2__C3 CI CS CI C2 C3 1 C4.T CS CI r C2 C3 G4 1 [5 Cl i a 1 c3 1 C9 rs C1 a c3 U CS CI I a c3 C4 C5 ; u
MIN CONC( 43 16.0"14.5" 6.5" 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" ).0" 3.5" : /.0" 5.5" 16.0"16.0"13.5"'160"16:d'16.0'14.0" B.0" 32.0"16.0'14.5" 7.5" 1.5" 8.0" 11.5 to s s w
53 11.0" B.5" 4.5" 6.5" 14.d' 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3.0" r- 7.0" 4.d' 16.0«I6.D"I 9.5" 13.5"16.0"16.0'" B.5" 6.0" 9.5' 16.0"11.0" 6.0" 4.0" 6.5" 8.5" O w w
_ _ r _- _
62_ 11_5': 6_5" 3.5" 5.5" 12.0^ 7.0" 3.0" 4.0" 16.0"13,0"
(( �
70 9.5" 5.0" 3.0" 5.0" 10.0" 6.0" 3.0" •/ 3.5 4.5" 6.0" 3.0" ' 3.0= 1.0" ]6.0'10.5'
^ 100 6,0" 3.0" ^WIZ
1.0"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK_
b 1"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE
.. .. ..... .- . -. ..._- _.. ._
LOAD
Spam To '7T SD6ns Up_To B_-3" Spans U-To 12'•0" ins Uy To 6'-0" ins Up To 8_3" $pans Uo To
0 CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (psn CONN TYPE CONN TYPE o:
x Cl CI C3 C9 I CS Cl I C2 C3 C4 C5 CI C2 i C3 C4 1 C5 Co. a C3 C4 CS Cl C2 C3 C4 I C5 CI C2 C3 C4 CS ~
1/4'ITW TAPCON WITH 43 8.5" 7.0" 3.S" 8.5" 6.0" 3.5" ! 6.0"
S. 6,5" 11.5" 8.5" 9.5" 3.0" 4.5--18.5- 4.5" 3.0" 1.0" c 1!0 c
EMBED 53 7.0" 4.0" r; "- 7.0" 4.5« 7 ,i •.i 4.5" ' ,:/,.r r/.` /: r
R .__. • � � •� 9.5" 6.0" 3.5" 5.0" 9:5^ 6.0" 3.0" /'% 3-S"
_ •.. ,.` �' ;.5..
�% r � 3.d' 4.0" 4.0 r / � �xm�
3.0"/" %i r r
% �' 6 5 3 5 <,%/�7�.�5" 6.5" 4'.0" r / ' 3.0"
100 13:0- �r r :i 3 .;%:
1/4"ELCO ULTMC014 WITH 43 13:0"10 5 ' 6.5" 13.0" 9.0"
9.0" �!r . r,.. 13.0'10.5 4.5" 6 0 13.0" 9.0" 5.0" 3.0" 4.0" 9.0"
5.0 /r / •%i 4.0" y u°7
1-1/4"EMBED 53 10.5" 6 5 10.5 6 5 / / / •/ / a ''+ --
•"' 6.5" 10.5 6.5" 3.5 5.0 10.5" 6.5 3.S'J ! 3.5" 6.5 4.0" !/ 3.0" J O
$ 62 8.5" '- 9.0" /.0" 9.0" 5.0" 4.0 4.0 ..' 3.r. 3
_ 70 7.0" rr-•�''r •'•% i 7.5" �','. '' .•'•V7 'i� /' 7.0"%3.5" 3.5" 7.5" 4.5" /� •" 3.0" 4.0"�/j, 3.0" R o
r •q is ''r r rY/ .r. 4.0" .%% r,.. 3.0" 4.0« a,i'• t 3.0" 4.0"{" // 3.0" w e r`
q 1/4"MILLENIUM MILLFAST 43 12.5 10.5 1.0" 5.0" 12.5 9 11 5 0" 9.0 5.0 V .• 9.0" 33:5 11.5" 5.5" 7.5" 13.5.10.0' S.5" r 5.0" 10.0" 5.5" 'r 4,5" M^ y
R 3 ANCHOR W/1-1/4'EMBED 53 10.0" 6.0" ;ice 4.0^ 10:0" 6.5 "i/ ;- 6.0" 4.0^ / ! r,11.0" 6.5 4.0" 5.5 1411._0" 7.0' /' 4.0" 7.d' 4.5" /''/. o
70
6.5" 4 5 F'r 7.0" 4 0" .`///� 0" 4.0'• k,/ 9.0'. S.O.• 5.0".;9.5" 5.5"
Com, �_ aumr� r., , {.;. . 4.0" F ,/ {`. 75^ 4.0" 10" 9.d'
6 Z 100 LD" 7'' ./ 4.0"
-1 1 MIN EDGE OIST NCE
u
� 1/4"ALL-POINTS SOLID•SET 2"MIN EDGE DISTANCE _
ANCHOR W/7/8"EMBED 6 CI C2 C3 C4 C5 Cl a C3 C4 C5 Cl C2 C3 C4 1 C5 Cl C2 C3 C4 CS Cl a C3 C4 CS C1 C2 C3 G1 C5
O 1/4-2055 MACHINE SCREW 43 15.0"113.0-15.0-16.0" L5.0"11.0" 6.0" 3.0" 4.0" 10_0"16.0"16.0" 5.5" 8.5_'
a
x 53 12.5" 7 5 3 5" 4 5 12 5" B 0 4 0" 3 5' 8.0: 5_0':'i/ '/ 3 S_18_0"13.0" 6.0 8 0' 16.0"1q.0 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" '� 1.0" 6.5" ga
62 10.0" 5 5 1 0 10 5" 6.5- 3.0" �j S,0" 5.0^ :< 3 5 16.d' 9.5" 5.0 6 5' 16.0"ll.d' S.5" 3.0" 4.5" 9.0' 4.0"
•�•{B 70 8.5" 4.5' 3.5" 9.0" 5.5 "/ �'/ r"'/' 4.0" 5.0'_ ,%t ! r '• 3.5 11.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5" / 4.0" 7.0" 9.0"14.5" 4:0" 6.5" Q sa
E 100 5,0"G > 3.5" 5.0•'r ;:r r: 3.5 9.0" 4.5"� " 4.p" 6.5" 9.0" 4.5" 4.d' Fa a a o a
5/16"ITW TAPCON XL WITH 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE E Y
c
1-3/4'EMBED CI C2 C3 C4 CS Co. C2 C3 C4 CS C1 C2 C3 CA C5 C1 C2 i C3 C4 CS Cl I a C3 C4 CS C1 a [3 I C4 CS B
43 /i�/'' '�"' mula
' 16,d'16.0"19.0" 12.0"16.0"14.0" 7.5" S.0" 8.5" 14.0" 8.0"'
53 �;• / : 15.5" 9.5" 6.0" 9.5" 155"10`0" " . " ." 6,5"70 r / 13:0" 7.0" 4.5" 8.0" 13 V. 8.0" 4.0" // 5 5" 6.5" 6.51.5".... .. 10.5" S.5" 4.0" 7.0" 11.0" 6.5y 9.0", 5.0" 6.5" r 4.5"�4.5"
100 .r ,/: '.r ., „ ,,; �,.: , 6.5" 3.0" .' ' 4.5" 4.5" 6.5 4.5 4.5" 6.5" 4,5" 4.5" n kk g
__ __ _1-9/16'MIN EDGE DISTANCE 3.1/8'
r B Rd
5/16'ELCO ULTMCON WITH Cl C2-I C3 rC4 CS Cl a C3 C4 CS Cl 1 C2 C3 CA 1-CS- C1 C2 C3 C4 CS C1 a rC3�G1 TCS C1 C2 C3 ! C4 CS
1-1/4"EMOED ,�• r 8.5" i' 7.5" 15.0" 8.5" DDP6401R AWRLB/WOPE
93 12.0"100 120"
6.0" i 9.5" 6 16.0"10.S"6.0" 6.5" 16.0'11.0" r 6.0" 10.5' LO" r i '7 U" 15-2339
62 8.0" /r / 8 0' r 3% 1A.0 )5 7.0" 14.5 8 5 :•:?"�. 7.0" 7.0" -
f6=�ceemen- 70 6*S r / /r 7.0- N /. // 11_5' 6.0"
!• 6.0" 12.0 7 0 7 p• !//� %/ •eJlltt
100 •� //. ;� ///:, 7;, !•6•a pa•lallrnonl
�9
ANCHOR NOTES:SEE SHEET
9 FOR ANCHOR NOTES. I I O
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK _-�. fRArtK 1.BEnN�HpO,P.E.
`11111't)t ,reonassns
2_MIN EDGE DISTANCE C1�` 888• �i�"_�}�
Spans UO To 6'-0" Spans UO To 8'•3" Spans UD To 12'•0"
OGLOAD CONN TYPE CONN TYPE
ppcc ANCHOR (psf) C2 C3 C4 CS '• No p l _ _
s G Cl CONN TYPE C2 I C3 I C4 CS Cl C2 C3 C4 CS Cl _* t E004ti5q
#12 SMS W/2"EYEWALL 43 16.0"16.0--17.5"!9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5' 8.5" 4.5" " 4.0" 7.0" -
3 x ARMOR INSERT W/1.1/4' _53 16.0"10.5" 5.0" 7.0" IB.O"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5"^;i' 3.5" 5.0"
U EMBED 14.0" 7.5" 4.0"16.0" 14.5" 9.0" 4.5" i' 4.0" 7.0" 7.0" 3.5" j; 3.5" 5.0" �J
= tj 7.0" 3.5" 3.5" 5.0° %o.n.•, S TATE O w m B>:
l - 1007.0" 7.5"'r" 3.5" 5.0" 7.0" 3.5" ' 3.5" 5.0" 7.0" 3.5" '!�'' 3.5" 5.0" i ,"( F
i S .ORIDA,.••' par. D
ANCHOR SCHEDULE: WOOD (G=0.55 ''S��NAL EN LL 0 LL F-
'//tIJ11I1,11 Z o 3: >g
3/4"MIN EDGE DISTANCE _-_ jR Q
Spans Up To 6'-0" Spall Up To 8_•3_' Spans To 12'•0" 12,
JJ ggg z
ja LOAD CONN TYPE CONN TYPE CONN TYPE Z ++G 3 yr
s G ANCHOR ( Cl C2 I C3 1 C4 CS Cl C2 C3 C4 CS Cl I C2 C3 CA C5 W u W" i
1/4"LAG SCREW WITHT3/4 43 16.0"16.0'31.5"12.5"16_0"16.0"L6.0" 7.5" 9.0" 16.d'16.0'14.5" 4.5" 6.0" 16.0" e �
MIN THREAD PENETRATION d
16.0"I6.B" 8.5" 10.0116.0"16.0'16.9,' 8.0 7.0" 16.0"16.0"11.5' 4.0" S.D" 16.0' U)w s r w
160'16D7.0" 8.5" 6.0"16.0"14.5' 5A" 6.0' 16A"16.0"11.5' 4.0" 5.0" 16.0 o Wr--im l ix- 16.0"WAr 6.0" 7.5" 6.0"18.0"125' 40" 5.5" 16.11"16.0"11:5'_4.0" 5.0" 16.d' 'DO
0" 6.0'16.0"11.5" 4.0' 5.0" 16.0"16.0"11.5" 4.0" 5.0" 6."/16"WOOD BUSTLING WITH16.0"16:0_' 8_0" 10616.0_15.5" 8.5" 45" 7.0" IS_S' 8S" 4.5" %:% 4.5_51.13"MIN EMBED B 1/4.20 16.0"10 5' S.5" 8 0 16.0"11 0 6.0" 3 5' 5.5 11 0 7.0_ 3 5" %