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'" Product Approval
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c I
FL# FL13757-
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 GpZ�1�1O
Address/Phone/Email %." &
Category SF�(�tters //��&JNVo�`�Q
Subcategory Accordion �C.00R
\,N <O F-y
Compliance Method Evaluation Report from a Fl � d Ar Licensed Florida
Professional Engineer
Evaluation Report-Hardco��lct_l� O
Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By ORLANDO L. BLANCO, P.E.
4 Validation Checklist-Hardcopy Received ,
Certificate of Independence FL13757 R6 COI Indep- pdf � p-
FL13757 R6 COI Indep- pdf �d
FL13757 R6 COI Indep3.pdf
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2
2/5,2020 Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R6 Equiv Equivl.pdf
FL13757 R6 Equiv Equiv2.pdf
FL13757 R6 Equiv Equiv3.pdf
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
16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
i
i Limits of Use Installation Instructions
j Approved for use in HVHZ:Yes FL13757 R6 II Dwg1.pdf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549
f Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf
combinations and additional limitations of use. Created by Independent Third Party: Yes
13757.2 6.8 Streamline Shutter I Large Missile Impact Resistant Accordion Shutter System
Limits of Use I Installation Instructions
j Approved for use in HVHZ:Yes ( FL13757 R6 II Dwg2.pdf
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 span/pressure ! FL13757 R6 AE Eval2.pdf
combinations and additional limitations of use. Created by Independent Third Party: Yes
13757.3 E.A. Essential Facilities Accordion I Aluminum accordion shutter approved up to missile level "E"for
use with essential facilities and wind zone 4 applications.
Limits of Use i Installation Instructions
Approved for use in HVHZ: No i; FL13757 R6 II 2wg3.pdf
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 Eval3.pdf
anchorage,etc. I Created by Independent Third Party: Yes 4
Sack Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.COD right 2007-2013 State of Florida.::Privacy atatement::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:
M ® eClieck M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 2/2
6.8 STREAMLINE SH UTTERIlrrl FRANK L.BENNARDO,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 _ No PE004854 _
CODE SIXTH EDITION(2017 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _
ZONE,AND THE INTERNATI&AL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - '+c
(IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN o ir o n
ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. STATE OF a
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION .'•.F<DRIOP,
Q .•' • , �m o
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �� S
FLORIDA BUILDING CODE SHALL BE ESS THAN OR EQUAL TO THE POSITIVE ORENEGATIVE DESIGN - �iO � W u LL
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ZW L�ow u g
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202 203 AND ASTM E1886/E1996/E330. -Q >
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR. Z t z o
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND Lu pry S m
LE 6~mq E�
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UN SS OPTIONAL PLAN vIEW t0 w =
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 r,"£ 0
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS,WIND z u� ut W dxw
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a 5 c w W
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE W lmoi o
a DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR p
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 V)
SHALL BE USED, z
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N 4a
SITE, u
M 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f w
R ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME r1
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O '"
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q �y a�
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
LL VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N rn�1 m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. �1=E
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS -m
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM u
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK. n
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE ' , w
DEVIATION ASA CONDITION TO THE BUILDING OFFICIAL GRATING HIS/HER APPROVAL. LOCKING MECHANISM,SEE '•'
13. EACH SHOWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS J E 3
INFORMATION:
TOWN&COUNTRY FORT LAUDERDALE FIL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVATION
TAS 20
FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S.202&203 EXTERIOR ELEV
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: 3
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 HVHZ NON-HVHZ ESSENTIAL 8A@
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES
5 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE,
38. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER ea
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS h i m �@
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE Q5
21. ALL STEEL 1N CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE ' i
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8" 2-318" 1
TABLE 1: 9 ' 3-1/2" 1-7/8" 3-5/8"
--- TABLE 1 NOTES: 120" 4-1/8" 2" 4.1/4"
1. DESIGN PRESSURES SHOWN 1N"ACCORDION 144" 4-7/8" 2" 5' 2'
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE I����
MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: lam
1�� R
SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 2. FR 0f-HV�DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY CWMD RWL0 MW RE
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SPANBETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAG!o�scwvno.:
(P-SF) [PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
7 100 100 HAVE 2-7/8°MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE.
99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE "99
120" 53 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR 1 HE NEXT HIGHER SPAN SHALL BE USED.
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" 43 40 E1996-09.
PROJECTION VARIES ���A oa46 49NNaaov,P.E.
2.874"--- 4.874"MAX. `(Y�K••L_••. .._-.....,
0.115°
T No
" � t 0.06 2° 0.�450" _6� 0.080
0.125° 1830 1.708• 0.100"
0.100" 0.062°
1.708" 0.08 0°
1 r .I I_
s .
ri
_
0195 -�6'tTATLE✓;7f Y _ 0.070 0.060° n OOp
E4
°Hb�
7rt 1 "0.125" 060 0.062
. 0.630 1.908 ORO �tL Ut
o�
f
-0.0 2" 30" ,o6z° 1.993°
0.6o5 � 8
90.630" � 0.14 °.0
� 71°0.9 .1:D70'- 0.971"10,143' NILL�" =
;du0D.06P°
.062 �•200" 0.630"
0.062" L" 0.630
�SUPPDR /J � -0..2J00' �LIf° 06i LEG ORIIUNAI62t1.069 -fL-0_.2�00"1.069" 1W5.745"MAX. . 2"
O...jLLIS
5.745"MAX. D L!E�^
3LL--�z
WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O SIREAMLINE WALL TRACK ( HEAVY HEADER SILL ( LITE HEADER SILL Inco
III
1 2 3 9 5 6 Z-_-_
SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SILL b O
ry
v WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL N
ON ALL EXTRUSIONS m
R 0.874"} - ------2.655" --- 0.875"
d }.._._.2.195" i f--}0.510" -{II 2.195"- 1.230" In
1.229°
.. � fJU
° Vt- --- Fa i o
C 0.75° ry - r iV � ocn�n
2.655" ¢got um{
n2c.362I -
m
-
A,
-1.069"-1.069" 0.105 4.84"
� .831" .1.069°- 0.105" 0.075°0.075•
.510 0994.4 0.044'
LE
�8wog
NOTE:TESTED THICKNESS OF Q
0.781" -� 0.07 w
} ------ 4.510"--------� } --3.506" -� BARE METAL W/0 PAINT IS 0.039°
R OSILL Og SILL ADAPT EREXTENDED SILL 10 EXTENDED SILL ADAPIOR �� ADJUSIABLE SILL BOTTOM 13 Ei.B SIREAMLINE_ SLA�BLADE �Q
�/ �i
SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE
SCALE HALF SIZE
pi
ib
0.080' 0.477•
.570"-0,�
51000.143"j .140.341" 106 �0 .070" 0.245""
.1.700.
0096j 0.060"iT
-T4.753"
�@�q&
to b 0.115° �®0.080" 0.117" 6p@
�7I�II 0.090"ry Io^ i�
N0.096"
---- � 1 0.180" 0.080-
0.2=="
.080" i S
1 -1- I o.oeo^ Illy S 6 @ FE
0.044" 0,227° 0.682" ---}0.630" 0.060" !II OOPmsllfFxNKL�iNI�o PE
I I 10.693• lS 15-2339
p NOTE:THICKNESS OF BARE 2.822 �---1.625"-{ }- 0.420" SCAM
METAL W/O PAINT IS 0.039"
PAGE DESOUIf10N:
15 6.8 STREAMLINE STACK _ 16 RADIUS CEILING_HEADER/S11-16.8 STARTER 18 WALL SILL CLIP' lg6 WALL SILL______
SCALE HALF SIZE SCALE.HALF SIZE SLALE HALF SIZE. SCALE HALF SIZE SLALE HALF SIZE
�V 9
(RANK L 6ENNARDO,P.E.
1.950" ``\,Illllllll// 0PED046549
-{}-0.125" 0.610" -STAINLESSSiEEL 280't-f NYLON WASHER ORrig
ASSEMBLY \�
.4 D° "INSERTS
ALUMINUM
T -0.320 HOLE o 0.050° }- 0357" =*:: ryU N91
o v O o z o0 x 2-3/4°410 HT S.S. 0.276° 4-
IS
6 �p _
o NYLON REW W T 0.880' / C ULTRACOTE T 0.591" Y9OWHEEL o O1z0°d ATING (n -- ry
1.100° 0240" P TOP&BOTTOM) ry 0.062"-i}- to ., gre :-------- %lr OBUSHING W/WASHER; .�-_• %S,•'�HIpA F m
I TYP.AT EVERY OTHER 0.750" 7/16°0 x 1/2"p INTERIOR]DINT TOP �i 0 '•--•'
{ 5 MAX.- INSIDE JOINT AT TOP. 0.870" - 7/16°0x1"QINTERIORJOINT BOTTOM 0.154 0.137" 7�/�q( ENG�� llJ� �Na
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR111111c�
1y ANGLE HOUSING-ZINC DICAST,POWDER COATED ZQ �j
dR4Nx.L-BEENNAKDO,P.E.
ANY ANCHOR PER ANCHOR EDGE DIST' \ .PE•V•D•46-•7�r{/!,
SCHEDULE @ 1B"O.C. GLAZING EXISTING DIST. 9 !
SEE END STR1R )'•
o ry SCHEDULE FOCI : Nu C-004 '•()
ANGE EMBED y� ry SPAN WHEN USI*G: _
LEG���ECITCLIN _._ G 20,40a,40b OR$0�,
EMBED. 1/ p�p~[ (INTERIOR) 6666 r 1/4" OR 6.8 STARTER I
iY ,1 17 _ MAX. W3TH 21 OR 2Frl Q' 0 W.a
MIN.0.062"THICK 6063-T6 ALUM, Bf2 .y F' 3
30 ANGLE 1"x 1°MIN.TO 2'x 5"MAX.
E T -- - —__ (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W// //// 1�I Y!`V z d
itl ANY ANCHOR PER ANCHOR (2)#10x1"SCREWS AT rn Q a
- --- -- SCHEDULE @ 18'0.C. CORNER TOP&BOTTOM;AND l.I DI Z o
ti 13 13
ATTACH YO 6.8 STARTER W/ 0 L9
#12 x 112'GALVANIZED OR S.S. #12 x 1/2"GALVANIZED OR Z
I YP 1 30 13 3116-0 ALUM.POP RIVET,,OR 1/45205 S.S.SMS 3/16"0 ALUM.POP LuW o N FF^ll u,w 60
RIVET O♦�2 1/4-20 MACHINE 0 Lu z
F } USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT A7 NUT @ 18"D.C. 3 u
EPLAN
XTERIOR) 5/16-18�i UMBSCREWINTOTHREADED WITH 6.8 STARTER AND ANGLE u,WdzW
INSERT 0 AT 1/3 SPAN TO 2/3 SPAN SCALE 3"=V-0'• ANY TRACK W/
TYPICAIEW FROM BOlTTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULESCREW BOSSES. pHOLE SHALL BE 3/8°MAX WIDTH,UP TOSPANSCALE 1'HEIGHT.
FBlO2,.rl 82 108'
00" I`
94'USE lt)BRASS PUSH LOCK 112 0"IR(I)S/16-181HUMB LUCKING DETAILS FOR 132 75'
SCREW Ip170iHAUEU 62 95"NSCRT li7) al /3SPAN CENTER MATES 72 88• �I U 2/3 ST'"AN FROM B2 83. _ SCHEDULE FOR MAX.8OTTOM OF SHUI I ER SHOWN ON RANDOM _ SPAN WHEN USINGRECEIVING HOLE SHALL BE DETAILS 6279" ry3/8"MAX WIDTHUP TO / __—_- ._—_ ...___ Oq 40a,40D OR 40c,72_- 79'. F V HEIGHT 82 74' eg / rn.a n
� 1 4" OR 6.8 STARTER m M O m
30 ALT.1'510 62 110' 3 Ra,05 - MAX. WITH 21 OR 25. _
(2.T) 72 702' L Oi K
2 95" 2113
OtD 2 \\ 4U 4U USE APPROPRIATE
1 75" ` - STARTER SIHH' 10
u - - - --- - 1.5'X3" 45 93" 40 20 PROVIDE CLUSURE
73 20.093' j FON '7 o O
60 81"67 831, BUILDING CONDI IIUNS E 3 g
m 23 I1 64 8" FASIE N S I ARTER S I HIP p
c
I (INSIDE) 70 773' IU (RACK W/121 AlUzl' � v
I —y 2"X3' 45 139" SCREWS AT CORNER. 107•
Xo.12s s 29ALTERNATE END STRIP DETAIL x Bo1TOM _— o
A w�,v 57 123" ANY TRACK W/SLRtW [�v
SLALE 3"=1'-0"
n 73 yIF� 2s 64 1,6" BOSSES
aQ
a r 70 111"
u a73 1
J 51 L L i m a W FOR GREATER SPANS OR LOADS THAN
SHOWN IN END STRIP SCHEDULE,END _
FF- �_ STRIPS REQUIRE A 1'X1'.090'QIP ANGLE
V) MID SPAN USING ANY ANCHOR ON THE EXISTIN -
G GLASS
U G AN SCHEDULE&014x3/4'TEK
Y+ 13 SCREW OR 1/4-20&DLT TO END STRIP. -__-- ------ --- 6
a �ees�
USE(1)BRASS PUSH LOCK 30 vi fi USE(1)BRASS PUSH LULK—
u— ?` OR 11)5/16-16 THUMB 13 a m OR(1)5/16-18 THUMB (INSIDE) 94
SCREW 0 THREADED 30 ua� SCREW I U 1HREAUF.0
INSERT 37 AT 1/3 SPAN n a INSERT 37 AT 1/3 SPAN SILT 7y
lU 2/3 S AN FROM TO 2/3 AN FROM / 9@
(OUTSIDE) mn BOTTOM OF SHUTTER 1
BOTTOM OF SHUTTER &
RECEIVING HOLE SHALL BE ---- S
3/8"MAX WIDTH,UP I ---- ---
s 1"HEIUH'1 23
TYPICAL OUTSIDE CORNER CLOSURI. _ e IT ------ �� 8
CC1 DETAILS WO/CORNER POST -------- Sg �I _ 5 _3_0
occ I
NIS —_ 'Ir2-J 73 7
— _ 30- ODPfNgOfRNdILIEiWIDOPE
3215 1s 23 (OUTSIDE) 15-2339
`SILL _
USE(11 BOX LUCK A"f 1/3 PAGE
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION:
ry BOfTOM OF SHUT ItR
I YPICAL INSIDE CORNER CLOSURE a a Io
CC2UL'IAILS WO/CUkNLR POST ua? MULTIPLE SHUIILk ASSEMBLY 11
a
NTS n„,a„ SCALE 3'
�o.
YPE pFRANK L.BENNARDO,P.E.
REFERON ANLIIIUR EXIST ING HOSE `R4� j�1/'1
SCHEDULE FOR MAX STRUCTURE /O
SPACING
Cl CONNECTION TYPE 1/4-20 MACHINE HOT.I
REFERENCE ANCHOR 1/2" W/NUT Cm 12"U C UK
/ \ SCHEDULE FOR MAX. (9 NIL SMS @ 6"U C
SPACING 4 1/2•\ ITYP TOP&BUT TOM) -.9 rp IpN 7t
2 FASTENERS 6063-T6 ALLOY _ �C) BST O m
EACH ANGLE
SEE TABLE g TUN SIZE. - — I0 vl &)R
(6�OR/
O R(g D
V x 2"x 1/8" q �J ; 7
Ir I ALTERNATE THRU BOLT o-
UK Y"x'1"x 1/8" I/I' Cl CUNNECIION TYPE a W _�I ITV
ALUM ANGLE r ___ _._,. � REFERENCE ANCHOR MiN.GLASS ¢cc /11 q f7�(
i; SCHEDULE FOR MAX SEPARATION tg '•' w U IRE it
13 I II PER TABLE 2 ~v N OL m H
i.. SPALINi Il_ jQ�J Z
THREE 3/16"0 ALUM ° 1 1111— I1, 2
PUP RIVETS OR I G1 GLASS yw4 WW
IHKtE #12 SMS, TYP ° 17 -- OR DOUR XNvIr
3/16".ALUM POP Qi¢ NWAW
11 RIVET OR 4412 SMS I I. _ __ qC rf \ 2 U r p W W
(m 18"0C IT YPI _. .- _ R LDp
TABLE A(co) \ / �qrF _ 5 OR 6 OR w _ ID
PRESSURE VS ALLOWABLE LENGTH r 3 OF ,v1
- // Tw
MAY USE MALE OR
PSF 2N B/6B" 3N0eW08" � FEMALE LOLK-SLAT / C^1
ts) AL7ERNAIt 1HRU BOLT w I - 1/4"MAX FRIUM PIN
' 62 ._130'__-_ 1B8 -- C:5 CONNECOUN IYPE Cl CONNECTION TYPE GUIDE TO BLISHINO
_ fi
A 72 129 179 T7
YPICAL CORNLII_C_LOSURE DEIAILS RtFERLNLL ANC HUR REFERENCE ANCHOR WASHER HY 1 rnwt
B2 139 172 NIS SLI IL UULE FUR MAX SLMLLIULL FUR 1"1Ax / •" �. (v,;l IU 1
92 -_114" 16S" SPACING I
_ I'� x3/C"SMS(n)9"0(
102 110 160" / ANGLE TO IUBE CONNECTION Arno Gm
120 109" 14T EMBED J 60631 T6 ALUM TUBE G914
150 9T 131° TABLE B(CC4) EXISTING HOST z m
200 PRESSURE VS ALLOWABLE LENGTH
STRUCTURE '00
m.¢w
BB' 114' '5 CONNEC IIAN TYPE a
2°x2"xl/8" 39(3"x1//8° EDGE DISTANCE REFERENCE ANCHOR
T( PSF WITH e/0 WITH 8/0 SCHEDULE FUR MAX E r W
1} 62 113" 166' SPACING
7
�$ n IDT isT FAs rENER(m 1d u c (L ALTERNATE BUILD OUT MOUNT SEC o g
(USE ANY ANCHOR SHOWN a
_ IN ANCHOR SLHLUULL)
� 82 101° 14T SCALE 3"=1'- 0" 51
92 95° 139" _ _- _
92 90° 139" t
R 120 ?�
83" 122"
150 74' 109' w
^n 200 64" 94' ¢ r u rt
L 0 2 x _ I- ZUU
3/16 RIVL UK p12 SMS 090"6063-T6 Z MIN GLASS 1� vl"'
(ol 18"U.0 UH 1/4-2U iT ALUIh TUBC TYP �jOw EPARAI IUN - S Z 1 ��
r PER TABLL-- vl 'm p$
NUT&BULI ITYP) -3/16"0 ALUM POP E- aa� p _ o��
ALUM TUBE RIVE OR a12 SMS IL
�QI GLASS ¢ a y6®
B 6066-16 ALLOY COT 18 U C ITYP) t UK DOOR p V r q
SEE TABLE B FOR SIZE. ¢
� 2FASTENERS
x CONTINUOUS ££
— EACH ANGLE
V x 2"x 093"6063-T6 ALUMINUM ANGLE INSIDE @ EpCC
THREE 3/16-0 ALUM OPTIONAL ANGLE 3 16 e
ALUM.ANGLE, I YP 17 ORIENTATION TYP
POP RIVETS OR
17 THREE 4412 SMS,TYP — - L
1"x 2' x 1/d" g
13 OR 2"x 2"x 1/8" __ _ _ KEFEENNEC
I FICA NL HUR � ��
3 EDGE DISI ii
ALUM ANGLE --- --'-' �..� SCHEDULE T-UR MAX B
USE MALE OR FEMALE SPAC114G
NPYIC9RRUN(LB@4YNW PE
IYFIE
LOCK-SLAT -----EXISTING CONCRETE 15-2339
13 13 BLOLK UR WOOD FRAI�II14L:
SCALE.
O INSIDE SILL MOUNT SECTION PAGE GESI613P[1G491
4412 x 1/2"GALVANIZLU (OD ISIDE) LL
SCALE 3"=7'-U
OR S 5 SMS,3/16"w ALUM
CC9 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 -- SIDE CLOSURE OPTIONS 99
NIS MAL HINE BOLT & NUT SCALE 3"= V-0" -
(il 18"0 C
I
FRANK L.P.ENNAROO,P.E.
Y PE0046549
C5 CONNEC IIUN TYPE
J REFERENCE ANCHOR EXIS TING
Z `Y -
❑❑ SCHEDULE FUR MAX STRUCI URE a
SPACING '+7
GLASS __ ¢0'�' GLASS A - w Cl CONNECTION TYPE —=MAX 1/4-20 MACHINE BU6I�P• 1 Q
OR DOUR --�t
❑ OR DOOR wwr REFERENCE ANCHOR _ W/NUT Ca)12"UC UAQ;• _
r r =o SCHEDULE FOR MAX. 19 #14 SMS p 6"O.0- No -
W MN. i3 j SPACING
IT YP TOP& BU11B}
.mw � 1/2" M7 ;
MIN. -� GLASS VI O Vl 0] _ G -
GLASSo1 EPARAIION 'V- a /2" - W M•
1/4'-20 THRU BOL 1 W/ EPARAIION y #14 x 1/2"SMS(al 12"O.0 PER X W❑Z r w F- - Cwt p1
LOCK NUT(al 12"O.0 OR rOR 3/16"0 ALUM POP a�❑a m S OR � LLF•12 x 1/2"SMS(a AL UL" E.S PER C TABLE 2 F aw o 0R ,TABLE2 RIVE IS RIVET OR1/4"0 u T�6 / %OR 3/16"m ALUM POP Sf�1ALUM POP RIVETS[al 12"OC y ¢ /RIVETS(al 60.0 E 5 \ � //V w Q 0 WR 1/4"m ALUM PUP HIVE I S / ANDMN GLASSaCol 12"O.0 E S — ASSEMBLY1/4" PIN SEPARATION »FROM PIN 1/2" I YV 13 I-w 1 u•- L
GUIDE TO BUSHING PER IABLE_'1_ r a„ a�
O9
ANDOO GUIDE 10 BUSHING ❑_ _ -- WASHER(TYP.) J. 1 w Z-` ry
WASHER(l"YP) I t WW O J w
ASSEMBLY m GLASS M r-G u m U.W� Z
/ 1/2" 1/2"TYP EXISTING CONCRETE, 17 3 CONNECTION TYPE OR DOUR �..�G
o - BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR y Ju.4r 0ataxlZil
/ SCHEDULE FOR MAX - a O W
w
711 CONNECIION TYPE DIS 1 EDGE EFERENCE ANCHOR SPACING vl DIST CHEDULE FOR MAX
PACING AS SHOWN
3 CONNECTION TYPE IN DIAGRAM ON PG 9 W = (]OR 6 UR
REFERENCE ANCHOR EXISTING CONLRt I E.
FUCOD I ❑ �3 O b ,,."" 1/4"MAX hR[1M VIof
-I
SCHEDULE OR MAX BLK OR WOFRAMNG 111 _ _
N
\ SPALING ALT FASTENER /2"_
/ PA LOlA Irt1N FRUIJI AND -, Cl CONNECTION TYPE
H -" \ GUIDF TO BUSIIINC.
REFERENCE ANCOR
1/4"MAX FROM BACK ANCHUKS NOT REU'D INSiDL MUUN I JCI,IIUN SCHEDULE hOR MAX 119 W y
WITH IHIS LUL AI ION
PIN GUIDE IU SCALE 3": 1'- 0" SPACING------ K$
BUSHING WASHER ( 'L5 CUNNtCIIUN TYPE �Fa
S — q INSIDE MOUNT SECTION REFEKENCf ANCHOR n n
�{ �- ITYP) SC HtUULE FUR MAX F m
SCALE 3"=1'-0" EXISTING CUNLRt I E, SPACING p�b m
PA / BLOCK OR WOOD FRAMIN EMBED Z i
/ m.
_ Ca BUILD OUT MOUNT SECTION c aQ
I YP BUTTON EXISTING CONCRETE, SCALE 3'=V-0' Ta Y K
BLOCK OR WOOD FRAMING
m EDGE DIS I EXIS I ING a c g
NOTE FOR DETAILS A.B,U.AND E ON THIS SHEET, - --t:9 CONNECTION TYPE SIRUC IURE m c
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED
REFERENCE ANCHOR --L'5 CONNECTION TYPE w
WITH 1/4"GAPS,PROVIDEU IHAI EACH IS HAS SCHEDULE FOR MAX REI-ERLNCL ANCHOR Ot
A MINIMUM OF TWO SE TS OF ANCHORS AND IS A m EU E
MINIMUM OF 12"LONG THE SILL OR CEILING TRACK E 5 6 SPACING SL Ht UULE hUlt MAX `LIti_rf_
b USED WITH THE BASE TRACK MUST BE CONI INUOUS SPACING 5
ry OVER THE GAPS BETWEEN SLL11ONS 3 16
1/2' 1 H 2
0
cc uut
❑
GLASS w rj _k
wOR DOOR GLA55 - 13 'r- 10-
#12x1/2"SMS Co)12" EPARANDrwjj DAE
O.0 OR 3/16"0 ALUM PtR vt p N m 13 '-vl T❑'- 9 6
Hw7� PUP RIVETS(a16"OC TABLL2 X- O�r GLASS OR MIN CLASS
jmu=1�u�
LIP 1/4"0 ALUM PUP y �a DOUR SPA TI mroNm �����•�€
13 S RIVETS 12"O C Z E F4
2= �° o PER TABLE 2 Z O z r
MIN GLASS VI O VI< Q m Q w a y
SEPARATION 1i
PER TABLE 2 X Z Z I- - ---- F J a !
_ tr 7 AND 8 1/4"MAX FROM PIN `�vl k
SCREW S.S MACHINE E w❑a OASSEM9OLY - a ! �
1/Z" GUIDE 10 BUSHING
SCREW&NU1 CaT "ul --- a 4
12"O C a _ TYP. WASHER(I YP 1 w d ��•
GLASS -y - ❑ - _ Lu] =1 1/4"MAX FROM PINE 4
1/4"MAX.FROM PIN m _ w ❑ g
OR DUUK X -C4 CONNECTION TYPE - 1/2"` GUIDE TO BUSHING
a GUIDE TO BUSHINL• - WASHER I I VP) IR
\x WASHER(TYP I LDGE REFERENCE ANCHOR
S 6 EXISTING CONCRETE. DIST SCHEDULE FOR MAX C0FfRX;;IFNWR(L8RfLN✓aO RE
i �- BLUCK OR WOOD EXISTING CONCRETE SPACING AS SHOWN 2 CONNLC-IIVN IYPL 15-2339
n
4 CONNLC IIVN TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR
- FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX SCALL:
OR -
x 3"x 1/4"CONI -- -i3 CONNECTION TYPE #12 x 1/2"SMS Cal 12' SCHEDULE FOR MAX SPACING VAOl Dl6CtuPf70N_
SPALING ALC FASTENER
063-Tti AL UM.ANGLE REFERENCE ANCHOR O.0 OR 3/16"0 ALUM EXISTING WOOD IE,
LOCATING hRUNT AND
hAY HE REVERSE D 0 SCHEDULE FOR MAX POP RIVE 75 6"U C BLOCK OR WUUU FRAMING
SPACING �a BACK ANL HORS NUI RLO'U
5 SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS COCA I IUN v99
RIVETS Cal 12"V C (�-1
Op WALL MOUIV l SECTION �J CEILING / INSIDE MOUNT SECTION F WALL/BUILD UUT
SCALE 3"=1'-0' OF SCALE_3"= V-U" SECTION �O
SCALE.3"=1-0"
MN.GLASS - =K 99NNARDO,P.E.
GLASS SEPARATION w 1111 tltlPPUUOO
OR DOOR PER IABLE 2
-GLASS OR
UOUR Nop p •4
=w -GLASS OR
DOOR MN GLASS
X vl V SEPARAI ION
a Z w MN GLASS
w w PER IAtlLE 2 —�V U N
SEPARAIN 1- STA S F
w r w Q
PER IABLE 2F( ® p
V Few,
13 - a w�vl ,3 °1 °_ Lia <�s �o
Cl CONNECTION TYPE X w¢ t m =
1/4"MAX FROM PIN GUIDE Zd- u a RE FE PENCE ANLHUR
ZX L -'U L W1�,^ ¢ry l� w t
L i0 BUSHING WASHER IT YP.) - a ut SCHEDULE FOR MAX "u V77 0.+WBO
TWO 1/4"0 WOOL 250" SPACING
LAG SCREWS(at 24 Vldd=w
rp O E MAX WITH 2'. C4 ER N C II UN TYPE i3 25U" O W iii
a 'i HPEALED PEN EIHA110N REFERENCE ANCHOR o
'T' INTO CENI EH OF 2X S1 UDS W SCHEDULE FUR MAX w II
SPACING /0 M i 18
� Bob
EMB "T' N14 SMS(a1 MIDS PAN BETWEEN /% E�S L �0p
STUDS FOR TRACK 1 O 1"x 4" '
PLV WUUU X TUBE CONNtL IION -'EXISTING HOST STRUCTURE n
STUCCO hIfVISH— 1"x 4"z 125 r
6063-16 ALUM IUHh
N DLCOKAIIVC FLOOR !HACK ULIAII- ((>IWAI-I MOUNI 51.1 Uf IAIi w�'
I HIS UE I AIL TO BE USED WHEN S I UD SPACING `J - -
SCALF 3"=1'-0" SCALE 3'= P- U` ¢
EXL ttUS THE IMAX ALLOWABLE ANLH S'ALIIV G. w�m G
O WALL. MOUNT SEC IIONMAY EIA
HIS u1L a
ALSU BE USED p`ol
g SCALE 3"=1'-0" 7ci uOlm
36 AT TOP O?m<g
m f
� r
sg
g ACCORDION SHUTTER w c
PER PRODUCT APPROVAL- r v --GLASS r w 7�
H MN GLASS OR DOOR r
SLPARATION- — 13 D u� v
VI �� PER IABLE 2 O
R APPLICABLE AT TOP - Iii TING WOOD IG=U 42) t
AND/OR BOTTOM X 4 [ I RUSS OR RAF I ER ^�
.2 G D XX u Col 24 MAX 0C 1---'1/2 /2- 1
2°OR 3" F of % m I I i
w EXISTING FINISH
LL I Iiif
1/2"MIN. 5 6 -- 1/4"MAX FROM PIN GUIDE -
o _ _ 1"x 5"x 1/B"6063-T6
2'x3"x% xCONTINUOUS OR J --s-J� --2.175° �� 1L)BUSHING WASHER(TYP) I � B
ALUM ANGLE W/ THREE � �' �ei�
b _ )--1/4"TILE(T YPI 1/4"0 WUUU LAG I1/ 333 11k555 E
2°x2"x3'"zCONT]NUOUS 1" - SCREWS WITH 2-3/4"
e hINISH MAI
6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD — I w
PENIL ITR TT READIED
WOOD(a) 11 5 U)
0.9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE IHRU BOLI (a 7"O C EACH RAFTER OF TRUSS, 5
FASTENED TO ANGLE WITH 1/4-20 G S�
m ANGLE FASTENED TO g ` OR 5/16"0 A325 UKAUt IHRU BOLI Col 12"O C24"0 C.MAX WHERE
_ MACHINE SCREWS AT 3"FROM ENDS GAL V OR S 5 --
EXIST]NG3KS3 CONCRETE ANGLE EXTENDS BEYOND
AND 9'O.C.FOR THE BALANCE
HOST STRUCTURE WITH Ln D ¢ 6
–_. 1/4"0 ELCO ULTRAL'ON IU CONCRETE/CMU LAST TRUSS MORE THAN ttGG
'"FROM ENDS AND " AT I EXISTING CONCRETE HOST S'0( W/1-1/4"MN EMB 6". EXTEND ANGLE TO �w IQg �EII
3"FROM ENDS AND 4°D.C. 2-1/2"MIN. --1 STRUCTURE(3000 PSI MIN) OR 1/4-0 LAG SCREW(a 9"O C W/1-7/B" NF X 1 1 RUSS. w w j ¢5' a :i
FOR BALANCE WITH 1/f MIN EMB IN WOOL)SG-O 42 TO 0 55 r vi t 0,- C4i
MIN EMBEDMENT AND 2'/1' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: U .u w w ® °
MIN EDGE DISTANCE, :162 P.S�F. EXISTING LUNCRE I L, 13
'TO
BLOLK OR
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE o L r WPYPNRRWXLlDfN19DP.E
SPACING,TYP. f 52 P.S.F. _ ANCHOR SCi ALUM ANGLE(6063-I b) u o 15-2339
IE BUILDOUT MOUNT BASED UN IYPE OF Z J.�N SCAB
R HO -- STRUCI URE n p/uiE DFSCfuVt7oeli
SCALE.NTS IMAX DESIGN LOAD v"/2 P S F)
oPASS THRU DETAIL
Hb fR - SECHON
ION
SCALE 3"= 1'-0" ((
SCALEALE =I 3'= 0" A
EXISTING HOST ALT.LEG DIRECTION `4'LI€�v"�aBDo,P.E °
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/6"MIN I/,,
12"MIN FROM EDGE OF ACCORDION -ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM •�• .,• ���
_
EDGE OF SHUTTER, SHUTTER BLADES 1/2° SPACING,AND 3"MINIMUM EDGE DISTANCE �.
TOP OR BOTTOM - - ---- - - ASSEMBLY MAXI� (2)6063-T6 ALUMINUM oOP-u91�._..
_ !y ANGLES PER BEAM END,SIZE
IV- 1/2" PER SPAN TUBE SCHEDULE -
EMBED, _ -SPAN TUBE PER
DESIGN SCHEDULE _ G
L9 -- ACCESS HOLE
-EDGE OF ACCORDION i z X1/4-20 MACHINE BOLT W/NUT@ E FW M,
SHUTTER BLADES f u -_ 12"O.0 OR A14 x 3/4"SMS 6"O.C, i �(
3.5"MIN a: - '
TYPICAL M - 1/2'MAX.
3"MIN 3 15 G m E I �>U ail
2.875"0 HOLE(TO RECEIVE EDGE z x UI IL 9Q z
DISTANCE G LLJ vl Z�( O L TO ql u
ROUND WINDOW ASSEMBLY) II MIN,GLASS 3 1,z� ,` °dN Q
MAXIMUM OF 3 WINDOWS EXISTING Il SEPARATION w O O
PER EVERY OTHER BLADE GLASS ORPER k p p W W
DOOR NOU N�6d
g i LIGHT-N-VIEW WINDOW E o "" ma
�E 3"MIN az ow W
EDGE ff 1/2"MAX w z
S N.T.S. EXTERIOR ELEV p DISTANCE N w ~
C zV) 5 5
E O ,/4"MAX.FROM PIN GUIDE m
10 BUSHING WASHER(TYP 1
E¢ �1/q-20 MACHINE BOLT W/NUT C-)
1/2" ACCESS 12"O.0 OR iJ 14 x 3/4"SMS 6"U.C.
2' 2.875'0 HOLE TO� �._ HOLE-� m w
SPAN TUBE PERw
RECEIVE ROUND EMBED.- DESIGN SCHEDULE
WINDOW ASSEMBLY- I 1/2° '�`--(2)6063-T6 ALUMINUM F-a c
_ � AX. ANGLES PER BEAM END,SIZE iii M E 11 0 m
EXISTING _ PER SPAN TUBE SCHEDULE ^i pa b
HOST 1/4"0 THRU BOLTS SEE BEAM ®zm a
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS .o
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m F g
E
0.125' 0.125"
MBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM '� E IG
_ SPACING,AND 3"MINIMUM EDGE DISTARCE yF�p
���}}}
0.032" 0.032"- { MAX.DESIGN LOAD=t 72 PSF "� a oSSSo g
Ib _ III
0.196• \ 9 SPAN TUBE SECTION
N.T,S. VERT SECTION o 0
n / \ SPAN TUBE SCHEDULE
I ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE
RS
J 1 Z ROUND TUBE SHUTTER 1. SPAN THRU-BOLTS AN0AN PGLE ER LENGTH
go J¢ rn n
I I E U WINDOW SIZE SPAN '-TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 8
? 1 ^a ASSEMBLY TUBE i TUBE TUBE TUBE TUBE TUBE TUBE TUBE
Igi ' p
/ m 60" 123.8" 135.2' 2 2 2 3 4" 7" (Ee§
0.125' 96" 101.7 106.9' 2 2 3 3 7 !/ 7°
123° 89.9' I 94.4" 2 2 3 3
\ / / 60" 129.1° 157.0' 2 2 2 3
\ / /
0.125" -. 96` __114.8" _124.1° ..__�_�_._2 . 3 3 T• ? 7'
123" 102.8"1 109.8" 2 I 2 .....4 4 -_10"
\ 2'z8'x 138.0" 196.9" 2 2 3 3 7
_ 02.875" Y--(0.188" ) Z. 122.7' I 155.7" - 2 I 2 3 4 03.2$0" 0.125' 123' 115.4' 137.5' 2 3 4 51110
/
2'M0 1. 158.1' 240.0' 2 2 3 4 7" 1U'
29 LIGHT-N-VIEW WINDOW D.,B75 ab ,42.2 �.d• z 3 4 _ e = ,D" _ ,6 _
\ 123" 132.2° 203.1' 3 4 5 7 13" td° 50WRxiMFAFR(LBBWADOP.E
N.T.S. SABIC PLASTICS SLX1431T-UL-94H0 SPAN TUBE SCHEDULE NOTES4 ANGLES FOR 2"x5"&2"x6"BEAMS. 15''2339
p 2. USE 2"x5"xl/4"ANGLES FOR 2°x8'&2"40"BEAMS. SCALE.
__------- ._ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE PESCRIVaDMI
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.
�21 5, SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND X99
BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
BLADE W/ ROUND WINDOW
ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ---
a N.T.S. EXTERIOR ELEV ABOVE AMID BELOW THE BEAM, o
6. LAP BEAMS ARE NOT ALLOWED.
$ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
ANCHOR SCHEDULE: CONCRETE FRANK L.BENNARDO,P.E.
11 1 1 r PEOD46545
2.5'MIN EDGE DISTANCE
ri Spans Up To W-0" Spans Up To 8'-3" Spens Up To 12'-0" C�.• Ii�.1//�('�j2
ti LOAD ONN TYPE CONN TYPE CONN TYPE P L CONN TYPE ` V•7/JV 711-G"-
_ ANCHOR (ps0 C1 C3 I C4 CI I C2 1 C3 CS C1 C2 I C3 I C4 CSQ
No Pt_004 .
1/4°ITW TAPCON OR ELCO 43 16.0", 6.0"15.0"•16.0" .0 16_0"16,0" 9,0" 3.0"16.0"16.0" 9.5" 5.5"_ B.5" 14.5" _-* UN '
ULTRACON WITH 1-3/4" 16_0"11_ "10.5"f 14_5"I .0"16.0"12.0" 7.0" 30.5"16.0"15.0" 7.5" _4.5
53 " 7.5" 10.5" :m
EMBED(3192ps1 MIN CONC) 62 16,0 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' 10.5" = O.p =
70_16.0 13 0 7.0' 11 0"16.0 15 5 " 5.0" 7.5" 11.5"15.0" 4."
Q•1
_ 7.5" 5 -75" 10.5" 7 i 8 COMDINATIOIg.Off••. STATE -®� ((Aµ-1'1 $f
100 15.0",7.S' q.5" 7.5" 10,5'15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5' 10.5' 2 a S I1"YP) `y i ]U LUMBINA 11U �s•.•F(ORID "'In
1/4°MILLENIUM MILLFAST 43 16,0"16.0"115.0"16.0"16.0"16.0"16.0" 9.0" 13.5'16.0"16.0" 8.5" 5.5" 9.0" 13.5"
WITH 1-3/4"EMBED(3275psi_53 16,0"Ifi.O"11.0 15:0"16.0"16.0"13.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7,5" 9.5" 7�S/Q VI un�
MIN CONCRETE) 62 16.0 IS 6 tl 5 13 0 16.0 16 O B 5' S 5 9 0' 13 5 13 5" 7.1'
4 5' 7 5 9 5 _. O /7j NAL o ._ 6
II I U
16.0 12D 7D' 110 160 140 70' 45 80' 105 135' 70 45' 75 95" 11 I111_Q �7 "
�r1nf 11 4.
100 13.5 70 4.5' 75 95" 135 70' 45 75' 95 135" 70 45" 75 95 -- ---_-- UQ aSa p+ s w
1/4°ELCO CRETEFLEX SS4 43 16.0 16.0 16.0 16.0'16.0 16.0"16.0' 13.5'16.0"16.0 16.0"12.5 tl.0" 13.0 16.0" Z X �L W
Ix SII YP) 2x SII YPI 111 N 01
W/2'EMBED(3350ps1 MIN 53 16.0"16.0 16.0 16.0"16.0 16.0 16.0 10.0"15.5"16.0"16.0"10.0 6.5" 11,0 14.0" W W V°,+W z
CONC) 62 16,0"16.0"12.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0"
70_ 16.0"16_0" D. 16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0 6.5 11.0"14.0" N�s i W
g IOD 16.0"1U.0" 6.5" 11.0"14.0"16.0"10.D" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" w ui
Lu
N __ 1"MIN EDGE DISTANCE _ _ _ b O
�^ Cl� C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 64 CS NOTE S"INDICATES ANLHUR SCHEDULE SPACING ..1
1/4'ITW TAPCON OR ELCO 43 16.0^16.0" 7.5', B.o" 16,0"16.0"16.0^ s.0" 5.5" 16.0"16.0" 9.0" 3.0" a.D" 1a.0" SPACING DIAGRAM FOR C2 & C4_ CONNECTION YPE:
ULTRACON WITH 1-3/4" 53 16.0 16.0 S.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14,5 7.5" 10.0" - C2 CONNEC TION TYPE uSIIVG PIECE QO WITH OUTSIDE
ANCHORS ONLY h
5,0'•,16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - L4 CONNECTION TYPE USING PIECE U WITH
_ ]5.5"I 4.5" 5.5" _ _ _
EMBED 1 ps 100 14.5" ���
•16.0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY
70 16.0" _7/� / 19.F.7.
_ ri! _ _
7.5" 10.0"14.5" 7.5" /10.0"14.5" 7.5"WITM LLLENIEMLL 3275 543 160 3 I6p16.0"11.0"13.5"16.0"16.0"13A" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" (.40.011
10.5_" N°'S
16.08.0"111.0"116.0"16.0" 9.0" 5.0" 7.5" 160"10.5' S.5" 7.5" w a
( pg ANCHOR NOTES:
MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0"'I 16.0"13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5" aK
70 16.D" 9.5" 5.5" 8.0"T16.0"11.5" 5.5" 5.5" B.5" 10.5" 5.5" 5.5" 7.5" 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING N� ❑
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
100 10.5".5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1).
U 1-1/4'MIN EDGE DISTANCE."_-_ _--"- -_ __ _ �� a ce
1/4'ALL-POINTS SOLID-SET -
H ANCHOR W/7/B'EMBED& CI C2 C3 C4 1 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR Z v
1/4-20 SS MACHINE SCREW 43_16.0"16.0" 8.5" 10.5"16_0"16.0"12_0" 5.5" 7.5• 16.0 12.5 6.5" 3.0 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
(3000ps1 MIN CONC) 53_16.0"15A" 6.5' 8.0"116.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4_0" 7.0" TITAN OR EQUAL TO SHUTTER SPAN. ,E
R "62 16.0"11.0" 5.0" 7.0"'16.0"12.5' 6.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.D" (4- ;>:{ p
6 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
_ w
•� 70 16.0" 9.0 4.5 6.0 16.0 10.5" 5.5 3.0" 4.0 8.0" 10.0" 5.0" 4.0" 7.0" E 3 g
100 10.0" 5.0" 4.0" 7.0" 10.0" 5.0 4.0" 7.0" 10.0 5.0" 4.0 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER '4 '
1/4'ALL-POINTS SOLID-SET ___.�..__. - _ 3"MIN EDGE DISTANCE _ _" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE aD
ANCHOR W/7/8'EMBED& C1 C2 T 3l C4 CS I CI I C2 C3 C4 I C5 C1 C2 C3 C4 I CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
CONNECTION TYPE.
1/4-20 SS MACHINE SCREW 43_16.0 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" o
R (3000p51 MIN CONC) 53 16.0"16.0'13.5"16.0"16,0"16.0"14.0" 8.5" 13.5"16,0"16.0" 8.5" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
h 62 16.0"16.0"110.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.D"16.0" 8.5" 5.5" 9.5" 12.0" ONLY.
• 70 16.0"115.0"1 9.0"114.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0--18.5" 5.5•' 9.5" 12.0"16.0" 6.5" 5.5 9.5 12.0 16.0 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
1/4'POWERS 55 DROP-IN -&-
_ 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
m __-...._ - ___ ' _ ' __ _._ __.. FINISHES
r W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl Q C31041-651--EI-1-C21C3 C4 CS
1"EMBED(3000ps1 MIN 43 16.0"16.0"114.0"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
g 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 ADE%�UATE WOOD FRAMING
---"-"" -'"'-""" -_"-'`""-'""-'-- - --- MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR - - i�a
• 62 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLO�URE PIECES, Q
70 16.0"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" si 2�2"
100 11.5' 6.0"!4.0"'7.0" 8.0"111.5"16.0" 4.0" 7.0" 8.0•' 11.5 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SND 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. �G SCREWS SHALL
W/1/4-20 SS BOLT AND CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD.
1"EMBED(3000psi MIN 43 16.0"16.0"15.0"16.0"116.0"16.0"14.5 9.0" 13.5 I6.D"15.0" 7.5" S.0" 9.0" 12.0" Q
CONC) 53 16.0"16.0"10.5 15.0"116ho16.0"10.0 6.5" 10.5"16.0"12.0" 6,0" 4.0" 7.5" 8.5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN
--- .--- -- - - 5.0- ----- -- 9-. - .- -...-....__. BASE ANCHOR AND MA'HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
62 16.0"13.0" tl.012.5"1615.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD SIDEWALK 80LT,U.O.N.70 16.0"10.57.0" 11.0"1612.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 9.0" 7.5" 8.5"100 12.0" 0" 4.0" 7.5" B. 12.0" 6.0" 4.0" 7.5" 8.5" 12.0"16.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I n g •'9fi9�
_ 2'_MIN_ED_GE DISTANCE _ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
012 SMS W/2'EYEWALL Cl C2 C3 C4 CS C1 C2 C3 C4 CS" Cl C2 C3 C4 C5 NUT OR WASHER WINGNUT. COPYNIRTFlWDILOR7WiDDR.E
ARMOR INSERT W/2"EMBED 43 16.0"116.0"111.5"_ 14.0"16_0"16_0'.16.0" 7.5" 10.0"16.0"16.0" 9.D" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
(2000p.1 MIN CONC)
3-16.0".16.0"7 8.5" _11.0"16.0"16_0"11.5' S.5" 8.0" 16.0"14.0" 7.0 3.5" s.s" 10.0" 15-2339
= 62 16.0"15.0" 7.0 9.5"F6.0"16.0" O 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO -
,.�-�- DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL pAGe DEiCRiPT10N1
(} _- 70 16.0"112.0" 6.D" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14,0" 7.0" 3.5" 5.5" 10.D" CONCRETE SCREWS TO HOLLOW BLOCK
!� 100 1.40' 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"
.____ _____. _. ._.. ..-_-_ __
0125M5 W/2,75'EYEWALL 43 16.0"116.0"16.0"16.0 16.0 16.0"16.0"10.0"14.D'16.0"16,0"11.5" 6.0" 9.5" 16.D"
or
ARMOR INSERT W/2.5" 53 16.0"16.0 12,0",16.0 16.0 16.0"15.0 7..!P 11.D"16.0"16.0" 9.0" 5.0" 8.0" 13.0" 99
__.._...._...___..._......._ ..__-___...__..__ .-_ __.. .___._._..
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" �\
70 16.0"1fi.0" tl.0" 11,5"16,0"16,0" 9.5" 5.5" B.5" 14.0"16.0" 9.0" 5.0" 8.0"
100 16.0" 9.U" 5.0"1 B.0" 13.0"16.0" 9.0" 5.0" B.o" 13.0"16.0" 9.0" 5.0" 8.0"
ANCHOR SCHEDULE: CONCRETE (CONT.) ` a FRA='BENNARUO,P.f.
11111111111 OPE0046549
2-3/16"MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE :\\ �•\,ICU46 ^O�^e I';7
_. _.._.___._.___._-_ _...__. __-_ --___ �_-_...______.. ____... .____-_____.___._._ ___.----_ ��? l7DAl7/..
.-_. ._ _. r0
LOAD Spans Up 70 6'-0" Spans Up To B'-3" 5 ans Up To 12'-0" Spans Up To 6'•0" Spans Up To 8'-3" Spans Up To 12'•0" ryp ptUU46S49 '•O
rn CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE -
O ANCHOR _
x (V51) C1 C2 C3 C4 C5 Cl I C2 C3 I C4 CS Cl C2 I C3 I C4 CS Cl I C2 I C3 I C4 CS Cl C2 C3 C4 CS Cl C2 I C3 C4 I CS -
5/16°ITW TAPCON XL WITH 43 16.0"16.0 16.0" 16.0"16.0"16.0"12.0"16.0"16.0"16.0"11.0" 7.0"112.0"116.0"16.0"16.0"16.0"16.0"Ifi.O"16.0"116.0"112.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0" --D ry
. _-__._.__ -0-,
-
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''16.0"16.0" 9.0'_ 6.0^ 1D.0"112.5"16.0"16.0"14.5"16_0"16.0"16.0"15.0" 9_0" 14.5"16.0"16,0" 9.5" 6.0" 10,5 13.0" �� .•I
CONC) 62 16.0"16 0 11.5 16.U"16.0 16 0 11.5" 7 5 12.0 16.0"16.0" 9 0' 6.0 110 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" Oma'.• STATE OF ri
W m E
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'X30.0'12.5"16.0 16.0"10.0"15.0'•16.0"16,0"10.0' 6.5" 10,5"14.0'_16.0 9.5 6.0" 10.5"13.0" F<OHIOP, Pj
._. _ _ __- -._ .__ ______-___ ._ _ _.__.__.._. _-. -__.. -_ ____ __. ._._.. J
% 7
__
\ u
lOD 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" 10.5"13,0"1fi.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5"�6.U" lU.S'13.0" �SSS •••'-•• NG � M 'A
5/16"ELCO ULTRACON WITH_43 16.0"16.0"16.0 1fi.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"Ifi.O"16,0"16.0"16.0"15.0"16.0"16.0"16.0"13.0" 9.0" 15.0"16.0" '�� AL 111`
F
1-3/4°EMBED(3500ps1 MIN 53 16.0"16.0"16.0"16.0 16.0"16.0 15.5"1D.0"16.0 16_0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"16.0"�I6.0"16.0"16.0"16.0"11.0"_16.0"16.0"16.0"10.5" 7.S' 12.5"15.0" '111111 11111 �u j U..
_. .__.-_ __ _.____ __ _§!f _ -_-___ __.
CONC) 62 16.0"16.0"12.5"Ifi.O"16.0"16.0"12.0" tl.0" 14.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"14.0 116.0"16.0"16.0"13.5" 9.0" L5.0"16.0"16.D"10.5" 7.5" 12.5"1.15.0"
__ __ ._.___._._ ...__.____._____._ ...__ 6.S" __.._. __.._ _- -.__ _ .____._ QQ
_._ QW� zu
7D 16.0 16.0"10.16.0"16.0"16.0"10.0 7.0" 12.0"14.5"16.0 9.5" 6.5 11.5_"13.5"1_6.0"16.0"11.5"176.0"16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5'115.0" •uj 4 o L m z 0
u 100 16.0" 9.5" 6.5" 11.5"13.5'16.0" 9.5" 6.5" I I.S'13.S"16.0" 9.5" 6.5" 11.5"13.5"16.0 10.5 7.5112.5 15.0 16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"115.0" L^ ¢N w
1/4°304 SS POWERS TAPPE0. 1-1/2°MI_N EDGE_DISTANCE _ _ _ 3"MIN EDGE DISTANCE W W U`'-I fl
z
W/1-3/4"EMBED(300Dpsi Cl C2 C3 C4 CS Cl C2 C3 C4�� CS Cl C2 I C3 I C4 CS Cl i C2 C3 C4 CS Cl C2 Ci C4 CS Cl C2 C3 C4 �CS 3 ri£ O
MIN CONC) 43 16.0"14.5" 6.5" 8.5" 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"1 4.5" 8.0" 11.5" IA W S x oZl
g 53 14.0" 8.5" 4.5" 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"16.0"16.0" 9,5" 6.D" 9,5" 16.0"12.0" 6.0" 4.0" 6,5" 8.5" 0 U1 w
N 62 11.5" fi.5" 3.5" 5.5" 12.0_ 7_D" 3.5" 4.0" 6.D" 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"112.0"12.0" 6.0"i q.0" 6.5" 8J. .fir
7D 9.5" 5 0 3.0" 5 0 10 0" 6 0 3 D" 3,5' 4 5 6 U' ,3.0'_ 3.0" 4.0' 16 0 10 5 6 5 10 0 16.0 12 5 6.5' 4 0 7.0" 9.0' 12,0' 6.0" 4.0"
100 6.0" 3.0' 3.0 4.0" 6.0 Tir. 3.D" 4.0 6,0" 3.0" 3.0" 4.0" 12.0",60 4_U 65 8.5 12 6.0' 40 6,5"_8.5" 12.0" 6.0' 4.9" 65 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_ 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE m w p
r� Spans Up TO 8'-3" S2 w To 12'•0" W "
= O_ ANCHOR CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
� LOAD
14/4°EMBED ON WITH (43) Cl I72 l C3 35"I C5 Cl B.5" 6.0'.13CSns Up 08 C4 C5 Cl 6.0" 3S"IS C251UC3o 1C4 CS 1Cl 100"1 5 0370 605 ! C5 C3 1 C2 1 C3 i C4 I CS Cl I C2 C3 C4 CS ~IL"I
Q_ pp
Nmd Qm
n
11.5" 8.5" 4.5" 3.0" 4.5 8.5 4.5" 3,0" 4.0" c z O m
53_ T. 4.0" _7.0" _4.5" 4.5" 9.5" 6.0" 3,5 5.0 9.5"_ 6.0" 3.0" 3.5" 6.0" 4_0" 3-0 oc
62 5.5" 3.0" 6.0" 3.5" 8.0" 4.w 4.5"r8.0" S.0" 3.0" 4A" 4.0" Zm
70_ 4.5" 5.0" 3.0" 4.06.5" 3.5" 3.5"r6.5" 4.0"
_., j
100 " 4
.._-
I/4'ELCO ULTRACON WITH 43 13.0"110.5" 6.5" 13.0" 9.0" 9:0" 13.0"10.5" 4.5" 6.0"113_0" 9_0" 5.0" 3.0" 4.0"L9.0" 5.0" +' � riWl�
1-1/4°EMBED 53 10.5" 6.5" 10.5" 6,S' 6.5" 10.5"
5.0" 10.5' 6.5" 3.5" 6 5 4.0" 3.0 - 3
e 62 8.5" 9.0" 8.5" 4.5"' 4,0" 9.0" 5.0' 4,0' 4.1" 3.0" a a g
m 70 7.0' 7.5" 7.0' 3.5 3.5' 7.5 4.5" 3.0 4.0" 3.0" o
$ _. _ -___ _- _-
€ j(
IOD 3.0 4.0" 3.0" 4.0" -3.0"
3 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-']L3.5-_10.0" 5.5" 5_0" 10.0" 5.5" 4.5" O v
S m ANCHOR W/1-1/4"EMBED 53 10.0 6.0" 4.0" 10_0" 6.5" 6.0" 4.0" _11.0" 6.5".4.0"1 S.S" 11._0"_7.0"
62 tl.0" 4.5" 8.5" 5_0" 4.0 4-0"- 9.0" 5.0 ...5.00 -9.5"
F u - -70 6,5" 7.0" 9.0" 4.0" 7.5" -4.0" -4.0" 8.0" 4.5" 4.5"
100 4.0" 4.0" 4.0" 4.5"
S 1-1/4 MIN EDGE DISTANCE 2"MIN EDGE DISTANCE _
3 1/4"ALL-POINTS SOLID-SET C1 C2 C3 C4 CS C1 C2 I C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 CR CS
H O ANCHOR W/7/8"EMBED&
1/4-20 55 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" 16.0"16.0" 8.5" 10.0"1fi.0"16.0"10.5" 5.0" 7.0" 16.0 11.0" 5.5" 3.0" 4.5" 8.5" a e d s
a °x 53 12.5" 7.5" 3.5" 9.5" 12.5 :55,"'
0 4.0" 3.5" 8.0" 5.0"% 3.S' 16.0"13.0" 6.0" 8.0" 16.0"14.0" 7,5" 4 0" S.5" 13.5" 9.0" 4.5" 4.0"
LL } will
a
5.5" 4 0 10.5 5 3.0" 5.0" 5.0_' 3.5'_16.0 9 5 5.0" 6.5" 16.0"11.0" S.5" 3.0" 4.5' 9 0 9 0" 4.5 4 0 6 5" 6
5 70
8.5" 4.5" 3 5 9 0" 4.0 5.0' 3.5" 14.57 8 0 T. 6.0" 15.5" 9.5' 4.5 4.0 1-7. 9 0" 4.5" 4
r _
): 100 S.0" 3.5" 0' 3.5" 5.0" 3.5" 9.0'�4.5" „4.0" 6.5' 9.0' 4.5"
5/16"ITW TAPCON XL WITH __3"MIN EDGE DISTANCE _
4°MIN EDGE DISTANCE
m
1-3/4-EMBED Cl C2 C3 C4 C5 Cl C2 C3 C4 CS C1 rC2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 I C4 CS C1 C2 C3 C4 CS 71 K
a 43_ 16.0"I�16.0" 9.0" 12.0"16.0"14.0" 7.S"1�50" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5"16.5',
, B3 15.5 195 6.0 95 15,5 100 50' f� -65' 100 65" 45 (45' Og
62
13:0 70 4.5 80 13.0 80 4.0' S5' 65 65" 45 145'
�[�I�V �O 30.5 1.01::l6 5 5 0', 5 0 66:5" 4 5 14 5" K
1-9/16 M1N EDGE DISTANCE 3.1/8°MIN EDGE DISTANCE 4.5' 4.5"
� 5/16"ELCO ULTRACON WITH 100 6.5 13.0 4.5 4.5 6.5' 4.5" 4.5 6.5" 1-
1.1/4°EMBED C1 C2 C3 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 Q C3 C4 CS C1 C1 C3 C4 C5 WPpO®f1PNML�aMADOPE
43 12.0"110.0" 12.0' 8.5" 8.5" 16.0'116.0" B.5" 11.0"16.0"1Cl 8.5" 7.5" 1CS 8.5"_ 7.0"
53 9.5" 6.0" 9.5" 6.0" 6.0" 16.D".10.5".6.0" B.5" 16.0"11.0" 6.0" 10.5" 7.0" 15-2339
62 8.0" SCALE:- 70 6.5" 7.0" 11.5" 6.0" PAG!DISCRIP IONI
100
ANCHOR NOTES:SEE SHEET I O
9 FOR ANCHOR NOTES. ILJI
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANK L.BENNARDU P.E.
III II RPE004615149
ANCHOR LOAD Cl SC2CONN I C3�PEC4" CS C12o SQ EDGE
3TM DISTANCE
Cl SC2 CONNTYPE
P C4 1 CS -`\ N P C / �,fA��,1`
(Psi
E004 '
#12 SMS W/2'EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5"18,5" q,5" 6.5 15.5 B.5" 4.5" 654
" _._0_._3_.5ARMOR INSERT W/1-1/4" 53 0 7.0" 16.0"11.0" ._" 30
EMBED 62 14.0" 7.5" 4. 60 _.5 4.0 7.0 5..0 -_03.S5.5" 12.5" 3.5" 5.5" 7.0= 7 "
15 . ,n-
s STAiE*OF Q
F •
W _-°-
'wO
LLa0
100 7.0 3,5 3.5" 5.0" 3.5"1 5.0" 7.0 13.5" 3.5"1 5.0" ;�NAID
LEN,�ANCHOR SCHEDULE: WOOD (G=0.55) E"
Z� 0>�Q
3/4°MIN EDGE DISTANCE ��nn Q
G Spans Up To 6'-D" 5 ans Up To 8'-3" Spans Up To 12'-0" 0 Sa Q W 4
LOAD CONN TYPE p CONN TYPE CONN TYPE Z it,m gyp,
O ANCHOR (Psf) `W 0
x Cl C2 C3 1 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W W O N.J^, w
1/4'LAG SCREW WITH 1-3/4' 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5" 4.5" 6.0" 1fi.0" O~
MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0"116.0" N d d s w
62 -0,17. 8.5 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" _5.0" 16.0" w W
16.0"16.0"12.F'J 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0" 10 p
,� _ 100 16.0'11.5" 4.0 50 16.0 160 115'_140 50' 16.0'.16 11.5
. 0" " 4.D"j 5.0"116.0' i4
V 7/16"WOOD BUSHING WITH 43 16,0"36.0" 8.0 10 0 16.0 15 5 8 5"1 4S; 7-9111545" 8,1" 4.5" 4.5" 7.0"
G o 1.13'MIN EMBED&1/4-20 53 16.0' 50.5" 5.5 8.0] 6.0 11.0' 6.0"1 3.5 1 5.5" 11.0 -7.0"13.5' 4.0' S.0" N
II SS MACHINE SCREW
62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5"1 3.0"�.4.5" 7.0" 7.0" 3.5" 4.0" 5.0"
�A_m _70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0"
O O'"�U81�uL�0 100 7.0" 3.5" 4.0"i 5.0•' 7.0" 3.5" /4.0" 5.0" 7.0" 3.5' 4.0" 5.0"
y 3 #14 SMS OR#14 WOOD 43 16.0"116.0",12.5"14.5"116.0"16.0"16.0 8.0' 110.0"16.0"16.0".11.5' 5.0" 7.0"116.0" m c
53 - -_-- __ 6 0 -_- .__ --'- w
SCREW WITH 1-3/4"MIN 53_ 16.0"16A" 9.0" 11.5"16.--16.0"15.0" 6.0" 8.0".16.0"16.0"'9.5" 4.0" 5.5"+13.0" _
r THREAD PENETRATION -I"-""--` `
? 62 16.0"16.0"!7.5" 9.5"116.0"16.0"11.5"1.5.0"
o �NAaPORIRiap. 7.0"-J§: 16A" _ 14.0" 55" 13.0"
70 8.5" 16.0 16.0" 0.0"I ZS' 6.0 4.0"16.0"19.5"14.0", 5
$�as
.160"" 5.513.0 6.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5" 130 0 m100 N ,
ANCHOR SCHEDULE: WOOD (G=0.42) O=m6
3/4'MIN EDGE DISTANCE w g
a -- - ._ E
G Spans Up 70 6'-0" Spans Up 70 8'-3" Soans Up To 12'-0 '�°
LOAD
Ci CONN TYPE CONN TYPE CONN TYPE
S o ANCHOR (P� = E 3 g
x Cl C2 C3 C4 C5 Cl I C2 C3 C4 I CS Cl C2 C3 I C4 I C5
1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"19.0" 1D.o"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.S' 15.U" d v
6 MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 11.0"
v n 62 16.0 160 5.5" 6.5"116.0 16.0" 9.5' 35 50 150 150' 75 30 140 110'
? E� Rlti1QL'e 70 I6.D 135 45�60 160"16.0" 8.0" 40' 115 150" 75 30 40 110' a
6 ° 100 15.0 75 30 I4�1.0"15.D" 7.5"130 40' 110 150' 75 �30' 40 110"
-. l7 __... _ ._ _-
n #14 SMS OR#14 WOOD 43 16.0 16.0" 8.5 10.516.0"16.0"12.5' S.5" 7.6" 16.0 13.0" 6.5 3.5" 5.0 10.5"
___._..__. .._._ _... papa___. _ ....
SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5111 8.0" 16.0"16.0" 8.5-14. 5.5"116.0"10.5" 5.5'1 2.5".4.0" 7.5"
u
3 THREAD PENETRATION
62 16.0"11.5" 5.0" 7.D" 16.0"13.0" 6.5"1 3,5" 5.0" 10.5"10_5" 5.5' 2.5"1 4.0" 7.5"
�m8®yppt>J>m 70 16.0"1 9.5" 4.5",6.0" 16.0"11.0" 5.5" 3.0"�4.0"i 8.0" 10.5" 5.5" 2.5"�4.0
100 10.5"1 5.5" 2,5" 4,0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 30.5" 5.5" 2.5"f 4.0"1 7.5" '-"t"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 115,11g,!!I
4"MIN EDGE DISTANCE
. _ ._paps___ _..._.
w rG LOAD Spans Up To 6'-0" Soans Up To 8'-3" Spans Up To 12'-0"
S ANCHOR (P CONN TYPE1 CONN TYPE CONN TYPE a S3 E! y
y 2.16" MIN.EMBED 53 16.0"16.0"16.0"16.0"'16.0"16,0..1 6. S. 6. 6. 6. 5. C3 4. 1 CS @E/
x N Cl C2 I C3 I C4 1 C5 Cl
5/16°ITW TAPCON XL W/ 43 16.0 16.0"116.0"16.0"116 0 16 0 16 0' 15 0 16 0'16 0 16 0 15 0 9 0' 14.0'16.0"
160' 110 160 160 160 120 75' 12,0'160
6-2 16.0 1fi0 14.0 I6U 1160 160 150' 90 140'160.160 120 75' 12.0'116.0"
70 16.0 160 11.5 I6U 1160 160 125' BO 125'�J 160 160'1120
100 16.0 120175 1201160 160 120'175 1120'1160 16 120 7.5" 12.0"_16.0"
5/16-ELCO ULTRACON W/ 43 16.0 16.0 .10.5 14.0"16.0 16.0"10.5'1 6 5'19.5"116.0 11.D" 5.5 6.5" 9.0" @ •K
�o0 2-1/4"MIN.EMBED 53 16.0"13.5"17.5" II.U"16.0"14.0".7.5" 7.5"i13.5" 9.0" 6.5" WPINGwFRMKL8eFiQ=P•E
62 16.0"10.0",6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" @.a" fis 15-2339
' R 7-F ._.__. r ._f
70_15.0" 8.0" S.
8.0_15.5" 9.5" 5.5" 7.0 9.0 6.5" _
.5- 6 5 9.0" 6:5.. PAGE DEB[RIPf1ON:
O 0 _ 2"MIN EDGE DISTANCE
C1 C2 I 63 C9, CS C1 I C2_ 63 i C4 1 CS Cl C2 1 C3,. C4 C5.
#12 SMS W/2'EYEWALL 43 16.0 16 0 19.6 111.5"16.0 16 0 14.0' fi 0 B.0" 16 0 14.5" 7 5 3 S'
^ ARMOR INSERT W/2'EMBED_53 "60'..'16A0 7.0 9.0" 16.0 16.019.5"!4.5 6.5" 16.0 11.5" 6,0 3.0" 4.5 8.5" ..__..
62 13.0" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5'8.5"
9 FOR ANCHOR NOTES.
70 16:0"1D.5" 5.0" 6.5" 16.0"12,5" 6.5" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4,5" 8.5" ANCHOR NOTES:SEE SHEET
0 100 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.S' 8.5"