HomeMy WebLinkAboutProduct Approval r CT-0 SHUTTER SCHEDULE
APPROX. APPROX. HEADER
I.D. OPENING APPROX. ANCHOR REINF.
NO. SIZE SHUTTER HEIGHT SPACING REQ'D. REMARKS
(W X H) WIDTH YES/NO
37" X 63" 45" 71" 12" NO EXAMPLE
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Florida Building Code Online Page 1 of 2
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�., Product Approval
t r � .USER:Public User
Product Annroval Menu>Product or Aoniication Search>A licati I_is p t eA Detail
„yam „ FL# FL13757-R5
Application Type
Code Version .2014
Application Status A ed
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.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 oAccordion
Subcategory Compliance Method m a Florida Registered Architect or a Licensed Florida
^✓t Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute _
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R5 COI Index 2.odf
FL13757 R5 COL. Indeo 3.odf
FL13757 R5 COI Inde P.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
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Eouiv Etiuiy 2.pdf
FL137S7 R5 Eouiv Eouiv 3.odf
FL13757 RS Eouiv Eou,v.odf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 8/20/2016
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
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 FL13757 R5 II Dwa.odf
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 drawin FL13757 R5 AE Eval.odf
combinations and additi Imitations of use. Created by Independent Third Party:Yes
13757.2 k 16.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use
Approved for use in HVHZ:Yes FL13757 R7TIDwo .odfApproved for use outside HVHZ:Yes VeriFled 8yo,P.E.PE0046549
Impact Resistant:Yes Create yt Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation drawings for allowable span/pressure FL13757 RS AE Eval 2.udf
combinations and additional limitations of use. Created by Independent Third Party:Yes
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 F_LI 97-17 R5 Ii D.Eg 3.,df
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,anchorage,etc. FL13757 R5 AE Eval 3.odf —
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Couvrloht 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 mall.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:
go M ER M
Credit Card
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 8/20/2016
6.8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE
INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM NLIMITED WIDTH i a ��QQ
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E3996-09.
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 3
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE
REppUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE E(ti��i W I� T
FLOTtIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. �� j u$w Z
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330. 46 LL z.'
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR. t m W 0
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND 3 C
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE eY CODE UNLESS OPTIONAL PLAN VIEW W 3 m
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 j
�i^
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o w a Y
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o ti pg'
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE = a .
g ce
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.
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC Ln
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f n
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O Q
a
PRODUCT APPROVAL.USE THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ' w�
61G15-23 THE FLORIDA ADMINISTRATIVE CODE.10. THESE APPROVAL
ADMINISTRATIVE
DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM p n
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. �.c
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL A� a?m<
oocuMENTs. HURRICANE PROTE ION
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM
OFFICIAL MAY REQ%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND TRACK
e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL, LOCKING MECHANISM,SEE
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS ? o S
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPI RDION `"L
FORT LAUDERDALE FL L�
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 TTER ELEVATION
TAS 201,202&203
FLORIDA BUILDING CODE APPROVED TABLE °Z' 1 N.T.S. EXTERIOR ELEv L
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL
HVHZ
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR u
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES
5 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. Yg
SHUTTER
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. A
SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10",
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_30'ABOVE > OVE 5 30'A80VE >30'ABOVE
N 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE 0 s!� , §
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 7 2-114" 1-518" 2-3/8" 1-518"
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. P
Yl 3-1/2" 1-7/8" 3-5/8"
TABLE 1: 120• 4-va" 2" 4-114"
TABLE 1 NOTES;
ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2° S gggg
SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: NMI ,1
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA,
AT EACH RESPECTIVE SHUTTER SPAN. 2. NW-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY WNAGXfIWN(L BEWMOOPE
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FCORT6A.- 15-2339
SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
€ SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE'
SPAN PRESSURE PRESSURE PAGE DRSCRIMON:
s JLSFI fPSFI SPAN SHALL BE USED DESIGN PRESSURES OR THE NEXT HIGHER 4 ININSTALLATIONSuPIN WIND ZONES AI THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
" HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE. °f
u gg" 70 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
7p 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" 43 40 E1996-09.
c
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0.11 PR04,874'MAX.ION 11 lyh/••i,,'''
2.674" .•
•t 0.062 0.450^ N 0.080" = p.
0 0.125"
n t �-11t..700698"-I 0.100" n " 0.062"
N
1.708" 0.100" 0.080" r
1. �0.063"
0.195° 0.195"
. 061100.070" 0.060" .062"°
. "
0.125" 0.630" 1.993
.630" 0.630° 1.9080"00.062' 0.062' O0g*ii,,i•'�•S'
I'u6n
* �45'u
---1- .069 --}0.97170"- 0.9 0.143" 0.630 @N %a
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- .069" xW'*`
,
.za
y m z<
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5.745"MAX. SUPPORT LEG OPTIONAL �.., y 0620^ til-1.069"� 0.062" 0" W W N.
w 3
1.069"
5.745'MAX. 3 r"� j
Oj ALL BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADE SILL O LITE HEADER/SILL p,W`•
CALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SI SCALE:HALF SIZE •+p
a
WHERE SHOWN,SCREW BO ci
&FELT GROVES ARE OPTIONAL G
n
� ON ALL EXTRUSIONS �^
0.874"�- 2.655" kO.875"
2.195" 0.51 2.195"2.195" 1.230 3
r 1.229° I I 0.105° 0.060" •##�iii��Il��ii��
0.75"
--•2.655° ri 10.105" f 1 m 2.362" zm
4.84° CO m
1.069" n 4.510" �/ m u<
E L 1 1.069" 10.105" N '^ N `u+ O3 r,+
� 1O 0.105" � 0.105" 0.075" n� ,4.510" _ _
[10."1197'1.-
E0.0443o s
m '-- --' 1 NOTE:TESTED THICKNESS OF a
0.781" �- 3.506"
4.510" � _ _� BARE METAL W/O PAINT IS 0.039" m g
P
O SILL O SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE
g SCALE:HALF SIZE SCALE,HALF SI SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 5
SCALE:HALF SIZE
R
d
Q ��a
° r 0.090" 0.477" 0 5�
0.590" 0.341"1.570" 0 510°
0.143" 0.143" 06 ' 0.070" 0.245" c
1.708" 0.143" 0.096" Tg4
0.060° T y
4.753" r. 0 0.117"0.090"ry 'D 0.096" +4.510' {-0.180" N 0.080" ION �•o.DQ$�
15- g N
0.044" 0.227° 0.6E2" 0.630" 0.060' L COPf10Cl(fFFNCILBEA'W11WPE
0..42 15- 339
----
E NOTE:THICKNESS OF BARE 2.822° �--.1.625"---� 0,420" sGlc, -
METAL W/O PAINT IS 0.039" PaaE DESCRIPTIoN,
6. WALL SLL
15 SCBALE:HASTRELF SIZEE STACK 16 SCALED :HALF,SIZE HEADER/SILL 'I7 SCAE.HAL F SIZE STATER18 SCA E,HIALF SIZIE ALL SLL CLP18b SCALE:HIALF SIZE
°9 9
1J9�510" NYLON WASHER OR
0.125" 0.610" STAINLESS STEEL '280 I I4 p° ALUMINUM '?
0.4
ASSEMBLY 0.357" � •� ! �-
o 0.320"0 HOLE aN ro•O50" 0.276°}-II 0. "
o z o #10 x 2-3/4"410 HT S.S. I II
o NYLON 'i g o n m SCREW W TC ULTRACOTE 1 0.591°
o .BBO' u INSERTS COATING/ Tn S JA �'v M •
N p,p WHEEL ,�O 0.120"o INTO
1.100"-1 F 0.240" �� r TRACK (TYP TOP&BOTTOM) rmi•0.062" '1 .�1.y C
1 NYLON BUSHING W/WASHER;
;-
I TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/2"0 INTERIOR JOINT TOP ~0� 154" 10.137' /q �V U
I--- S°MAX' INSIDE JOINT AT TOP. 0'870" 7/16"W x 1"0 INTERIOR JOINT BOTTOM l 1 A
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 14 i
1 g ANGLE HOUSING-ZINC DICAST,POWDER COATED Q U LL a
SCALE,HALF SI 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT (? 6 Z„
SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE,HALF SIZE i m$w°
OR KEY/THUMB TURN OPERATED INSIDE. W ti O S 3
z50" BRASS PUSH LOCK
23 �+
SCALE:HALF SIZE O W�
RO.155° 1.978" 2.125" O g
R0.500'• 4.000" 0.236" 1.742" 0.286" 1.603° 0.267" Q
0.500" 1.710° 1.224"
0.623"
0 0.531" 0.531'
Y%23
0.090" 0.319" m m
oM 0.064" o^' « i 6 0
2.250"� ^
0.250` o m `-6" 0.607'c 0.607" ao. w $8
0.118" 1 -0.224° v 0.060" 0.240"2.000" 1. -•E�O27 RAINGUARD 2g DECORATIVE FLOOR TRACK " ^TO 160„ o.zoo" ?m
OSCALE.HALF SIZE SCALE:HALF SIZE 1.001 0.062" 0.062" i r 0.062° 0.176"
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCALE.HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE E w
• �I-0.062" Zz a g
5500"x 13/16'WIDE 0'400" L5
. SF p
7/16"0 STAINLESS aS
-41A 167" STEEL NUT
30
F ro 0.125" m N 0.438"
0.188° 5/16-18x1 MACHINE SCREW " 0 "
TYP. STAINLESS STEEL a �� 0.121"
L 5/16"0 INTERNAL ry
i" 4.500" �f 0.689" POWDER COATED,ZINC DIE-CAST THREAD ^ .+ a o
_ HEAD SME VARIES "':. 1.050"1 " a
DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3g THUMB SCREW
g INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE mo 0.254" 400 406 40c
35 BOX LOCK SCALE:HALF SIZE "i 0.319 END STRIP 1 st ,' gggggg
SCALE:HALF SIZE q�
j--2.000"� 2" & 3" EXT
1.625°� {--1.500°--1 0,125-3 -11-0.125"SCALE: HALF SIZE
p
Tr-
0.050" 0.093" b "
G o.lzs^
0.085" o MWFR L8DK
0 0 0.125" COPYPXIRFlUN(LBFMUFDOPE
0.250" o o.oes° M 0.093" ^' 15-2339
N I I SCALE: -
- 1 L ,j1l_ PAGE DESCRIPRON:
f7.000"_ I os
O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 99
39 SCALE,HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE
SCALE,HALF SIZE
i
0
4 Al
ANY ANCHOR PER ANCHOR EDGE DIST' �p �r9'91110
SCHEDULE @ IB"D.C. EXISTING DIST. •p{qf/�1
GLAZING SEE END STRIP
SCHEDULE FOR
1'+ SPAN WHEN USI
a� A .ANGLE EMBED 20,40a,40b OR c,
EMBED. 173 (INTERIOR) LEG D REC(TON 11 II 1/4" OR 6.8 STARTER ��i m"�0.9
E 17 16 17 MAX. WITH 21 OR 25.
MIN.0.062"THICK 6063-T6 ALUM. 21 25
ANGLE 1"x 1"MIN.TO 2"x 5"MAX.
EDGE c 30 (ANGLE LEG MAY BE REVERSED)
DIST. (F(AISTEN ANGLE TO TRACK W/ V1
B ANY ANCHOR PER ANCHOR ERNER#IOx TOP&EWS AT >BOTTOM•AND ''nn 4g,L9 -
SCHEDULE @ 18"O.C. u
ATTACH 2" 6.8 GALVANIZED
R g 4 a0 W 8I
13 13 - 13 S S x 1/2"GALVANIZED PO L!u�
13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS 3/16"¢ALUM.POP .Ni� 3
l 6.80"(TYP.) 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET Ok I/4-20 MACHINE W w
} USE 1 BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 16"D.C. ALTERNATE END STRIP DETAIL DOLT I NUT @ 18"D.C. 3 r u
(EXTERIOR) 5/16(19�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In 0
INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"-l'-0" ANY TRACK W/ a W
SCREW BOSSES. .�-1 C1
FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE a
g TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO SF SPAN
SCALE:3"=V-0" I"HEIGHT. 17B/O(2.71 62 106" u^i
® 82 94" Tnil
USE S1)BRASS PUSH LOCK 112 8D"
OR(1 5/16-18 THUMB 2 75"
SCREW 1 0 THREADED LOCKING DETAILS FOR 2°BIO(3.71 62 95" SEE END STRIP
INSERT 37 AT 1/3 SPAN CENTER MATES ® 72 BB" SCHEDULE FOR MAX. w 3
TO 2/3 AN FROM SHOWN ON RANDOM 82 I,� n SPAN WHEN USING
BOTTOM OF SHUTTER. 30 DETAILS 3°BIO(4.7y 62 86" , 20,40a,40b OR 40C, �� a
a RECEIVING HOLLE SHALL BE 72 79 4 F ra o
3/8"MAX WIDTH,UP TO 13 ® 2 74° r 1/4" OR 6.8 STARTER N rn rmn
1"HEIGHT. 62 110" pp,, AX. WITH 21 OR 25. ,9 o m
30 ALT.2.71 10 Gf zay
72 O[)9#K41
95" 40 40 USE APPROPRIATE a
io 132 8Y STARTER STRIP TO
1.5"ICJ" 45 93" 40 20 PROVIDE CLOSURE
R 13 xp•093° 52 87m c3t5.
3" BUILDING CONDITIONS.FOR
loo 3 E
`S 3 sl 64 jl" FASTEN STARTER STRIP g
(INSIDE) 70 _ TO TRACK W/(2)1710x1" aa_
B I 7 8" SCREWS AT CORNER,TOP m
2"x3° 45 139° &BOTTOM.
CILxo.125" 52_ 1 ALTERNATE END STRIP DETAIL L
57 123" ANY TRACK W/SCREW
n SCALE:3"=1'-0"
13 F I 16 64 118"00 120" BOSSES.
1 70 ill"
R Z 73 1091,
LL (j SILL -"g FOR GREATER SPANS OR LOADS THAN —
W SHOWN IN END STRIP SCHEDULE,END 5
F I 0 I STRIPS REWIRE A I'x1'.090"CLIP ANGLE
fAIDSPAN USING ANYANCHOR ON THE EXISTING GLASS 'a
Z ANCHOR SCHEDULE a 11427/4"TEK — —
0 v 13 SCREW OR I/4-20 DOLT TO END STRIP. go _ 6�
30 o j USE(1)BRASS PUSH LOCK INSIDE 4 N
1 USE(1)BRASS PUSH LOCK F OR(1)5/16-18 THUMB ( ) i
OR(1)5/16-18 THUMB 30 13 d � SCREWO THREADED Q3'
SCR W I 0 THREADED r INSERT 37 AT 1/3 SPAN SILL
INSERT ppl.�J AT 1/3 SPAN z g 70 2/3 AN FROM J
m
70 2/3 SP7aN FROM g vl a BOTTOM OF SHUTTER .l 5
BOTTOM OF SHUTTER. (OUTSIDE) p6
RECEIVING HOLE SHALL BE C
F1
3/8"MAX WIDTH,UP T
1' HEIGHT. 23 e
TYPICAL OUTSIDE CORNER CLOSURE _ _ _ _ _ 35 30 �
CC1 DETAILS WO/CORNER POST 014a E�aR
NTS 13 30 FlS-N339
RODWMPE
xv 13 31 215 13 3 (OUTSIDE)
€ SILL USE(1)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROMSCRTPTION:
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE F!� R�9
CC2 � � MULTIPLE SHUTTER ASSEMBLY
DETAILS WO/CORNER POST 2r SCALE:3"=1'-0"
NTS d
3
C1 CONNECTION TYPE P4" N
REFERENCE ANCHOR EXISTING HOST 9Q 4
SCHEDULE FOR MAX. STRUCTURE ry ���r
SPACING ,•��F ! j n J'.
C1 CONNECTION TYPE 1/4-20 MACHINE BOLT = -
\ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR °
\ SCHEDULE FOR MAX. ® 014 SMS @ 6"O.C.
trF SPACING i/2 (TYP.TOP&BOTTOM) 3 q TA nFmix 4
EACH ANGLES SEE3-T6 ALTABLE AO OR SIZE.ALUM. TUBE S OR 66ORw �' IdSfly \ JALTERNATE THRU BOLT Z= / � WSXCl CONNECTIONTYPE mw lu uf
OR 2"x 2"x 1/B" REFERENCE ANCHOR MN0.A55 ao= 'n Q L9ALUM.ANGLE ° SCHEDULE FOR MAX. SEPARATION 13 u c m W SPACING PER TABLE 2 j Q Z w W NTHREE 3/76"0 ALUM. ° = a m POP RIVETS OR I I OR DOOR N w<THREE#12 SMS,TYP. ° 17 X 3/16"0 ALUM.POP I Illl a WTABLEA(cclln C°118RIVETOC.OR#(TYP.112 S .�/ AC Lo)rso OR
XZ� '��
PRESSURE VS ALLOWABLE LENGTH _ i w I-� _ \�D J
PSF 2No°xB/1/8° 3'x3°x1/8' MAY USE MALE DR 13-
0 No B(0 FEMALE LOCK-SLAT w 0
�i 62 130" 188' 13 ALTERNATE THRU BOLT G IDE TD BUSH NGIN
C5 CONNECTION TYPE C1 CONNECTION TYPE
ggg 72 124" 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r -� WASHER(TYP.) - Y
62 119" 122° CC3 NTS SCHEDULE FOR MAX, SCCHHEDU E FOR MAX. II
b PACING
92 114" t65^ L___j I/ 14x3/4"SMS @ 9"O.C. i- m
102 110" 160' -- ANGLE TO TUBE CONNECTION N
7 c n p m
120 104^ 14)' TABLE B(Cc4J 2" 2 x 125"
EXISTING HOST EMBED. 603-T6 ALUM.TUBE Q zm'
ISa 97• 131" STRUCTURE
PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 'o
200 88' 114" 2"x2°xl/8" 3'x3`x1/8' EDGE DISTANCE REFERENCE ANCHOR
R PSF
WITH
6/O WITH 9/0 SPACING SCHEDULE FOR MAX. J c '
6J} o
62 113" 166° FASTENER @ 18"O.C. O ALTERNATE BUILD OUT MOUNT SECTION 3 g
72 30T IST (USE ANY ANCHOR SHOWN Cb SCALE 3"=T-0" N
82 301" 14r IN ANCHOR SCHEDULE).
92 951 139" O
102 90' 13r L o
g' 120 1`7�i, 2i
83' 122" K
ry 150 7q^ 109` -w
200 64' 94' w F J m
S 2' x2 x - F~- =oma
LL 3/16 RIVET OR#12 SMS 090"6063-T6 n MN GLASS 13 'A_ ■
@ 18"D.C. OR 1/4-2 17 ALUM.TUBE TYP. PER RAABTOE Nr z.J o tl
NUT 9,BOLT(TYP.). 3/16"0 ALUM.POP GLASS E 1 2 X o Z m68
OR#12 SMS ~ Q w <
ALUM. TUBE Y OR DOOR o tt I--
RIVET 4
6063-TB ALLOY @ 1B"O.C.(TYP.)
i E N v s(�
SEE TABLE B FOR SIZE. 2'x 5"x 1/B"
2 FASTENERS x CONTINUOUS c �'
EACH ANGLE ALUMINUM ANGLE
2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16
ALUM.ANGLE,TYP. THREE 3/76"0 ALUM. 1T ORIENTATION TYP. 17 d - 5 66 @
o POP RIVETS OR
17 THREE#12 SMS,TYP. L:Ih III E
0 0 1"x 2"x 1/8" d
Q 13 OR 2"x 2"x 1/e" REFERENCE ANCHOR
ALUM.ANGLE SCHEDULE FOR MAX. z A
USE MALE OR FEMALE SPACING C0FY GFBFP"LBE*WW0P.L
LOCK-SLAT EXISTING CONCRETE, 15-2339
13 13 BLOCK OR WOOD FRAMING
BCALE: - -
s (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGR 3 I N1GE DESC�R f10N1
#12 x 1/2"GALVANIZED SCALE,3"=1'-0"
CC4 TYPICAL CORNER CLOSURE DETAILS DR S.S. ETS,R 1/40 ALUM. SIDE CLOSURE OPTIONS
POP RIVET,OR 1/4-20 N,
NTS MACHINE BOLT&NUT SCALE,3"=1'-0"
@ 18"O.C.
S
---------------
05 CONNECTION TYPE
REFERENCE ANCHOR EXISTING
4+ SCHEDULE FOR MAX, STRUCTU
oSPACING
C,o o: 1 X. 1/4-20 MACHINE BOLT
GLASS ¢n:w`: GLASS w Cl CONNECTION TIDE
o J REFERENCE ANCHOR W/NUT @ 12"O.L.OA
OR DOOR F u N} OR DOOR F w ❑ SCHEDULE FOR MAX. 1 #14 SMS @ 6"O.C. *' ;11
j
<Z H w=w m SPACING /2•• (TYP.TOP&BOTTOM) S• z
TA ofm
MR 73 w N U1 J GLASS 13 N Z N< /2„ ❑ '.,� .
-20 THRU BOLT W/ LASS Q S m #14 x 1/2"SMS @ 12"O.C. EPARATION XPER Z Z F w F;
LOCK NUT @ 12"O.C.OR EPARATI E F w tQ- OR 3/16"0 ALUM.POP TABLE 2 a a p 0 R 6 OR/ w J
12 x 1/2"SMS 12"O.C.E.S. PER m F- L w O ORg�J / •. �Na
@ F- RIVETS @ 6"O.C. OR 1/4"0
OR 3/16"0 ALUM.POP TABLE 2 w❑ ALUM.POP RIVETS @ 12"O.C. Q W F�• Ita S
RIVETS @ 6"D.C. E.S. \ J= hw :i >
R 1/4"0 ALUM.POP RIVETS / 11 AND 3O MN.0.A5 w F-J UI Q z u
12"O.C.E.S. 1/4"MAX.FROM PIN »
�0 I 1/4"MAX.FROM PIN ASSEMBLY GUIDE TO S ING SEPARATION 13 F w=❑ m, UM
/ 1/2"TYP. PFR TABLE 2 ❑=In S .Ni❑
Q9 AND OO GUIDE TO BUSHING WASHER(TYP.)
ASSEMBLY WASHER(TYP.1 m = Zw m
/ 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR-- X z o z Fa- tan C Yui y
d BLOCK OR WOOD FRAMING REFERENCE ANCHOR a �n ow.%
EDGE SCHEDULE FOR MAX. ❑w w
L / CONNECTION TYPE DIST. SPACING "M ~❑ ¢
I-` w EDGE REFERENCE ANCHOR ¢
/ SCHEDULE FOR MAX.
SPACING AS SHOWN w F-
3 CONNECT
ION TYPE IN DIAGRAM ON PG.9 w o 0 6 6R
1TTrrr000JJJ REFERENCE ANCHOR EXISTING CONCRETE,
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4GUIDE TO BUSHING
"MAX.FROM PIN
\ SPACING.ALT.FASTENER Cl CONNECTION TIDE
/
/ LOCATION.FRONT AND 1/ WASHER(TYP.) rn Y
BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION REFERENCE ANCHOR
�1/ "MAX.FROM B SCHEDULE FOR MAX. 19
WITH THIS LOCATION " " SPACING
PIN GUIDE TO SCALE:3 =T-0 5 CONNECTION TYPE � $
BUSHING WASHERREFERENCE ANCHOR U)��R.
Op INSIDE MOUNT SECTION SCHEDULE FOR MAX. ❑c n o m
ITYP'I SCALE,3"=1'-0" EXISTING CONCRETE" SPACING ❑'� �J
BLOCK OR WOOD FRAMI EMBED. z ¢m¢
O c<
CO BUILD OUT MOUNT SECTION V Q
i EXISTING CONCRETE, SCALE:3"=1'-0" £ qa
TYP.BOTTOM �� o
c BLOCK OR W000 FRAMING �
� 3g
EXISTING a
m EDGE IST STRUCTURE
NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, 4 CONNECTION TIDE EM D.
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR O
A MINIMUM OF TWO SETS OF ANCHORS AND IS A W SPACING SCHEDULE FOR MAX. o
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK _ SPACING
h USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 ��.,
OVER THE GAPS BETWEEN SECTIONS. 1/2•' `/''RO
h
F
C W ❑ N
o F— w ❑
GLASS MN ❑❑
OR DOOR GLASS 13 =J o:w»
w 012 x 1/2"SMS @ 12" EPARATI w w r J
¢ F- O.C.OR 3/16"0 ALUM. PER w O Vuw
l m II 13 H w=w w (� y 6yyyyggag
LL fN=7❑� POP RIVETS @6"O.C. TABLE2 X ❑ZIa. GLASS OR MR GLA ==Zu'�
F. w OR 1/4"0 ALUM.PDP Q a Q DOOR— LOU❑M C f 7
E 13 ❑ ZI j RIVETS @ 12"O.C. E L❑ia PER TABLE2
N MR GLASS mF=-Zo" u� Q JOQ~
SEPARATION Z 13 Z~ F u N
e
PER TABLE 2 Xw¢ AND( 1/4"MAX.FROM PIN Q xg
1/4-20 S.S.MACHINE 71 ',
°u P. WASHER(TYP.)
Q7 ASSEMBLY 1/2'" GUIDE TO BUSHING II
SCREW&NUT 'A 1/ Q�'
^� 12"O C �0 0 f6 .
m ❑ N 7/4"MA ROM PIN
GLASS
e
OR DOOR 1/4"MAX.FROM PIN ID
E 4 CONNECTION TE w ❑ 1/2" GUIDE TO B HING � $
X GUIDE TO BUSHING w Q WASHER(TYP. � R
a WASHER(TYP.I EDGE EFERENCE ANCHOR COPYWOIIFFPNMLBDKW0PE
a 5 6 EXISTING CONCRETE, DIST. 5 EDULE FOR MAX.
s m BLOCK OR WOOD SP CING AS SHOWN 2 CONNECTION TYPE 15-2339
r EXISTING CONCRETE, 4 CONNECTION TYPE IN D GRAM ON PG.9 REFERENCE ANCHOR
FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
OR SCHEDULE FOR MAX. SPACING
PAOE oEscAxPrloN:
x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING.ALT.FASTENER EXISTING CONCRETE,
c 063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD F ING
MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION �9
O WALL MOUNT SECTION RIVETS @ 12"D.c. E FILING INSIDE MO SECTION O D OUT
g D
SCALE:3"=1'-0" Sc "- ' SECTION
SCALE:3"=1'-0" no
S
NI P40.DO,P.E.
MN GLASS
GLASS SEPARATION Z
OR DOOR PER TABLE 2 13 O CI
_ xa= GLASS OR ••/I••'•l�� ,'
w u u DOOR F
U 0.UI
C— =W Q GLASS OR MN GLASS
h w a DOOR SEPARATION
N N ''- PER TABLE 2
- Q2a:33 MNL CLASS w� Kwij9'• v
s r F SEPARATION
wr PER TA8LE2 WjQ wFm rym,
Z _ �xc
In L'ou Fow 'n T.18 W
m 13 Q wttw 13 ZEN U0.0. =moza
- /2•• -'OZ Cl.CONNECTION TYPE J p 7Y w o
1 1/4"MAX.FROM PIN GUIDE u Q REFERENCE ANCHOR u Q W W N 9 3 i
r 28 a SCHEDULE FOR MAX. u w+n J
TO BUSHING WASHER(TYP.) 250 m SPACING aw NK ?�
TWO 1/4"o WOOD
LAC S a
D.C.MAX•WITWS Hm 2" REFERENCE 24" nANCHOR �ON TYPE .� .250" �o
THREADED PENETRATION SCHEDULE FOR MAX. w \ 8 a
g "T"INTO CENTER OF 2X STUDS SPACING /W r '1 B 'LJ
16
ci
27TV14 SMS @ MIDSPAN BETWEEN / /
m STUDS FOR TRACK TO 1"x 4" � / EXISTING HOST STRUCTURE
m
PLYWOOD& TUBE CONNECTION
STUCCO FINIS 1"x 4"x.125"
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL w y
e EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE,3"=1'-0'• SCALE:3 1'-0"
O WALL MOUNT SECTION THIS DETAIL MAY _§§o M
G
SCALE.3"-1'-0" ALSO BE USED
AT TOP O
g
ACCORDION SHUTTER w - w y Y
PER PRODUCT APPROVAL F o -GLASS f- o
MN GLASS OR DOOR r I
U=1 PER SEPTABLE ZRATION 13 N u EXISTING WOOD(G=0.421
Q APPLICABLE AT TOP Z Z TRUSS OR RAFTER
AND/ BOTTOM Q d Q a @ 24"MAX.D.C.
6 2"OR 3" F N E M EXISTING FINISH--\
MATERIAL
i A
1/2"MIN. 5 fi 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 :+ is w
8 O 2 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE i �� 1 co
g 2"x 3"x Ye"x CONTINUOUS OR 2.175" 3 fi 1/4"TILE(iYP.) 1/4"�WOOD LAG w ® A
G 2"x 2"x Ye"x CONTINUOUS _ 1" FINISH MATERIAL SCREWS WITH 2-3/4" ��byyyS
R 6061-T6 ALUMINUM ANGLE MINIMUM THREADED
3/4"PLYWOOD PENETR."T"IN WOOD @ 5 6
�3 0.9"MIN.THICK 6061-T6 ALUM TRACK X A? —1/4"m A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, o 52
,o ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 S �� OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE a 4y
EXISTING 3 KSI CONCRETE -- MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND 4
HOST STRUCTURE 3 UCTURE WITH AND 9"O.C.FOR THE BALANCE �, LAST TRUSS MORE THAN b
�_ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU
"0 ELCO ULTRACONS AT 4 6 EXTEND ANGLE TO w �-,
EXISTING CONCRETE HOST T. 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS. w
3°FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) "h OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B" /-w]_ "
g FOR BALANCE WITH l-Ye" 't MIN.EMB. IN WOOD SG=0.42,TO 0.55. 13 D= _ e
MIN EMBEDMENT AND 2y2" MAX.DESIGN LOAD AT 5'-0°MAX SPAN: EXISTING CONCRETE, T.J = Z u co
MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR rn ID_M< COPIIalffnWa(L&E*W OPE.
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-O"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. Q uj aC Q r Y5-2339
SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) p c a _
€
BASED ON TYPE OF u PAESCALEDESCW DESCRIPTION!
OBUILDOUT MOUNT STRUCTURE Q
HO SCALE:NTS (MAX.DESIGN LOAD -
g
Eo
PASS THRU DETAIL O TRUSS MOUNT SECTION
O Hb SCALE:3"=1'-0" K SCALE:3 1'-0" 9�
pUlry �jt°o,P.E.
-- EXISTING HOST ALT.LEG DIRECTION
STRUCTURE ALL POINTS
12"MIN FROM EDGE OF ACCORDION EMB IN CONCRETE SOLID OR HOLLOW BLOCK,3"MINIMUM
ROUND WINDOW 1/2- _--SPACING,AND 3"MINIMUM EDGE DISTANCE
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY •Of1'!i '7.
TOP OR BOTTOM ,1 AX (2)6063-T6 ALUMINUM
ANGLES PER BEAM END,SIZE ' NQ°
PER SPAN TUBE SCHEDULE
EMBED. SPAN TUBE PER o
ACCESS HOLE DESIGN SCHEDULE A ®�
1/4-20 MACHINE BOLT W/NUT @Q tl
EDGE OF ACCORDION i zi
3.5"MIN SHUTTER BLADES m aai 12"O.0 OR#14 x 3/4"SMS 6"O.C. �i��'''/�`' �,•, h
`��
TYPICAL - �1/2"MAX. „ I Ig-gI�fL*;a A
3'MIN 316 m QUa �€a
EDGE z=r t m Z o
2.875"0 HOLE(TO RECEIVE DISTANCE p MIN.GLASS 13 z q Z cv w 6
ROUND WINDOW ASSEMBLY) EXISTING A SEPARATION w 0 W ""Mil
l
MAXIMUM OF 3 WINDOWS GLASS ORPFA TART F 7 m m 3 r"3 D
PER EVERY OTHER BLADE DOOR N u u In W3"MIN a
1 LIGHT-N-VIEW WINDOW f°`o EDGE 1/2'MAX 2: 'D'O �
8 N.T.S. EXTERIOR ELEV kI I 1 11 DISTANC - m to
Emm 5 6
fop 0 3 16 jM�� 1/b"MAX.FROM PIN GUIDE
16 w a �,Z TO BUSHING WASHER TYP.
Ns a - ACCESS 1/4-20 MACHINE BOLT W/NUT
1/2" @
w y HOLE 12"O.0 OR#14 x 3/4"SMS 6"D.C. 0]N P
2.875'0 HOLE TO SPAN TUBE PER w
u RECEIVE ROUNDd 8 EMBED. ;I DESIGN SCHEDULE
WINDOW ASSEMBLY f�
1/2" (2)6063-T6 ALUMINUM R Na p m
�T1AX. ANGLES PER BEAM END,SIZE O m Oa m
A EXISTING .1 PER SPAN TUBE SCHEDULE OR K
STRUCHOST TURE 1/4"0 THRU BO
CHLTS SEE BEAM O z m c
SEDULE FOR REQUIRED NUMBERS C ' v
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN E
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E w
SPACING,AND 3"MINIMUM EDGE DISTAUE
$ 0.125" 0.125"
0.032" \. 3 O
u 0.032" MAX.DESIGN LOAD=t 72 PSF E o g
g ��---�\ �
r3"), SPAN TUBE SECTION
0.196" / B ,N.T,S. VERT SECTION r
S 4SO \� SPAN TUBE SCHEDULE
F NUMBER OF
1 ALLOWABLE TUBE NUMBEROFANCHORS PER MINIMUM ANGLE
TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
ROUND I SIZE SPAN
In TOP BOTTOM TOP BOTTOM P DOTTOM TOP
ASSEMBLY BOTTOM y@¢
m TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE
+ E WINDOW TOob•
,x 1 60" 123.8' 135.2' 2 2 2 3 4' 7" g �
�n 2XS'x 96" -101.7' 106.9" 2 2 3 - 3- 7' 7" 8
0.125"
€ 123' 09.8" 84.4" 2 2 3 - 3 7' 7" f€
E / /--1\ 1. 2
\ 2'Xe'X 60" 128.1' 157.0" 2 2 2 3 4^ 7" O 52 g zz
0.125" 96" 114.8' 124.1' 2 2 3 3 7' 7" a
123" 102 8' 109.6" 2 2 4 4 10" 10"
I ' 80' 138.0' 196.9" 2 2 3 3 _7" _ 7" yB
A 02.875" 133.250° I�f 0.188" I 0.125' 122.7' 155.7° 2 2 3 4 _7"_ 10 ZY
g 123" 116.4' 177.5° 2 3 4 5 10" 13" 4
60' 158.1' 240.0" 2 2 3 4 7°_
`\ 0.iff k 96" 140.6 + 229.9" 2 3 4 6 W" 16" e
LIGHT-N-VIEW WINDOW �� °'g75° 123" 1322" 203.1" 3 4 5 7 13" B
29 c0vrnxxtrl8N0(LBFM0,100 PE
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB - SPAN TUBE SCHEDULE NOTES:
x3 xl q x"z "ANGLES FOR 2"x5°&2"x6"BEAMS. 15-2339
2. USE 2"x5"x1/4"ANGLES FOR 2"xB"&2"x10"BEAMS, SCALE;
E 3. USE BEAM SCHEDULE FOR DETAIL 3/8.
e1 11
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE DESCRIPTION:
CONNECTION DETAILS,WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
a 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
C6. LAP BEAMS ARE NOT ALLOWED.
= 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
S
P
ANCHOR SCHEDULE: CONCRETE '%E
2.5"MIN EDGE DISTANCE ••��y y y� O
Spans Up To 6'-0" Spans Up Spans Up Tp 12'•0"
- LOAD CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (PB) C C2 C3 C4 CS C1 C2 1 C3 C4 I C5 Cl C2 C3 I C4 CS .
1/4"ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0' .0"16.0"16.0 9.0" 13.0"16.0 16.0" 9.5 5.5" 8.5" 14.5" ••
ULTRACON WITH 1-3/4° _53 16.�"16.0"IO.S'14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5"1 7.5" 10.5"
EMBED(3192ps!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" 10.51, mm
-- VI_.- T& -__ it' -- - -- 7 /O COMBINATION
70_16.0"13.0" 7.0" 11.0"16_0"15.5' 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" L0.5" o `���
100 15.0" 7.5" 4.5" 7.5"110.5"15.0" 7.5 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x 5(TYP. 9 / 10 COMBINATIONpw$
1/4"MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"116.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" �7Z�
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0•'13.5" 7.0" 4.5" 7.5" 9.5" a
MiN CONCRETE) 62 16.0"15.0' 8.5" 13.0" 16.0"16.0" 8.5" 5.5" 9.0" 13.5"13,5" 7.0" 4.5" 7.5" 9.5" O ¢ j U W u
70 16.0"1L 7.0" 11.0"16.D"14.0" 7.0" 4.5" B.0" 10.5'13.5" 7.0" 4:5" 7.5" 9.5" UI n Q� (9
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13_5" 7.0" 4.5" 7.5" 95" ((( IL[,X4yi y m w pp
/j Z D
9"ELCO CRETEFLE%SS4 3 16.0"16,0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"36.0"16,0"12.5" 8.0" 13.0"16.0" D 1 x S TYP, 2 x S TYP. Z N
W/2"EMBED(3350ps1 MIN 3 16.0"16.0"16.0"16.0"16,0"16.0"K12.5"
0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" W ?�
CONC) _'-0-,16 0-12.5"16.0" 6.0" 8.0" 13.0"16.0"16.D"10.0" 6.5" 11.0"14.0" N J
7 1 .'.16.0" 16.0"J16.0-15"i 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" C7 W°:
4 100 6.0"110.0" 6.5" 11.0' . '16.0"10.0" gl
6.5" 11.0"14.0"16.0"10.0" 6.5'111.0"14.0" N C
I°MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. ~
a
Cl I C2 I C3 C4 CS Cl c2 c3 C4 CSF14.5"
C2 c3 c4 C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4°ITW TAPCON OR PLOD 43 16.0"16.0" 7.5'• 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE n:
ULTRACON WITH 1-3/4' 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0"% 4.5" 16.0" 7.5"% 10.0" ANCHORS ONLY n
m EMBED(3192psl MIN CONC) 62 16_0"15.5 4_5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH m
/ OUTSIDE ANCHORS ONLY 7�
70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0" 7.5" 10.0" t��
0"17.5" � j10.0" 7.5 /1/4"MILLENIUM MILLFAST 43 16.0"16.0"11.0'•13.5"16.0"16.0'•13.0" 6.5" 9.5" 16.0" 7.0" 4.0" 6.5" 10.5" 8
WITH 1.3/4'EMBED(3275ps1 53 16.0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0" 5.5", 5.5" 7.5" ANCHOR NOTES: p-"'gMIN CONCRETE) 62 16.0"L3.5" 6.0" 9.0" 16.0"13.5" 7,0" 4.0" 6.5" 11.0" 5.5" S.S' 7.5"
1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING N o n1
70 16.0" 9.5" 5.5" d.0" 16.0"11.5" 5.5" 5,5" 8.5" 10.5" 5.5" 5.5'• 7.5" 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), C, r1
i 1.1/4'MIN EDGE DISTANCE 2 kg m
1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
H ANCHOR W/7/8"EMBED B Cl C2 C3 C4 C5 CL I C2 I C3 C4 CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v a
¢ 1/4-2D 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
/ THAN OR EQUALTO SHUTTERSPAN. p9
(3000ps1 MIN CONC) 53 16.0"15,0" 6.5" 8.0" 16.0"16.0" 8.5 4.0" 6.0" 15.5"10.0" 5.0"%4.0" 7.0"
pd 62 16.0"11.0" 5.0" 7,13" 16.0"12.5•' 6.5" 3.5" 5.0" 10.0"10.0' 5.0"/4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
6 • 70 16.0" 9.0" 4.5•' 6.01' 1fi.0"10.5" 5.5" 3,0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0"
v 10D 10.0" 5.0'• a:o" 7.0" 10.0" s.D" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0'• 4. E%ISTING STRUCTURE MAY 0E CONCRETE,ASTM C-90 HOLLOW CONCRETE ,
m BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
g 4"ALL-POINTS SOLID- 3"M[N EDGE DISTANCE __ _ ANCHOR TYPEE,,BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
LL ANCHOR W/7/e"EMBED& Cl C2 C3 CS CI C2 C3 C4 CS CI C2 C3 C4 CS CONNECTION:fYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF'
+ 1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"116.0"16.0"16.0"16.0"11.5"16.0"16_0"16.0"11.0" 7.0" 11.0"16.0' ////// CONNECTION TYPE, p
(3000ps1 MIN CONC) 53 16.0"16.0"13,5"116.0"16.0"16.0"14.0" 8.5" 13.5"16.0"16.0" 8.5" 5.5" 9.5" 12.0" / n (1 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
b 16.0"16.0"10.5" "16.0.1116.0"111.0-17.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" �L.y (' Y ONLY.
•� 70 6.0"15.0" 9.0"1 6&'116.0"19.0"16.0"110.0"113.0-116.0- B.5'• 5.5" 9.5" 12.0" l/ v� 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
M 100 16.0" 8.5" 5.5" 9.5•' 12.0'•16.0" BS" 5.5" 9.5" 12.0'•16.0" 8.5" 5.5" 9.5" 12.0" - IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
rl 2-5/8•MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
55 DROP-IN - FINISHES.
W/1/4-20 SS BOLT AND C1 C2 C3 C4 C5 Cl 000 C4 CS Cl C2 C3 C4 CSI"EMBED(3000pSi MIN 43 16.0"16.0"14.0"16,0"16.0"16.0" 12.5"16.0"14.0" 7.5' 5.0" 8.0' 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS sCONIC) 53 160"16.0_' 9.5" 14.0"16.0"16.0" 10.0" 16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE%�UATE WOOD FRAMINGMEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR62 16.0"12.5" 7.5" 12.0'16.0"14.5" B.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES.7016.0"10.0" 6.5" 10.5"16.0"12.0" 7.5" 9.0" 11.5" 6_0•' 4_0" 7.D" 8.0"100 II.S" 6.0" 4.07.08.0" 11.5" 7.0" 8.0" 11.5" 6.0" M1.0" 7.0" B.0'• 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER z$$$y
3.1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4" MIN.)WOOD STUD.3/4' y
to
1/4"POWERS SS DROP-IN __-. ._-. .._ _.._ .--_ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN . LLAAG SCREWS SHALL
o W/1/4.20 SS BOLT AND Cl C2 C3 c4 CS Cl C2 c3 C4 C5 Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. b8
1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0 16.0•'16.0"14.5" 9.0" 13.5"16.0"115.0-1 7.5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT OF THREADS IN 6
CONC) 53 16_0"16.0"10.5'15.0"16.0"16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN EAD,TRUSS HEAD,OR WAFER
•� 62 16.0"13.0" 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. pry ®®
70 16.0"10.5" 7.0" 11.0"16.0"12.5' 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. g
100 12.0" 6.0" 4.0" 7,5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" t e
2"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, t A a
#12 SMS W/2"EYEWALL Cl I C2 I C3 C4 CS Cl I C2 C3 C4 CS I Cl C2 C3 C4 CS NUT OR WASHER WINGNLTT. CDPMWFRWLBE*=DPE,
ARMOR INSERT W/2"EMBED 43 16.0"116.0"111.5"14.0"16.0"16.0"116.0" 7.5" 10.0"16.0 16.0 9.0" 4.5" 6.5" 13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ],S^Z339
(200opS1 MIN CONC) 53 16.0"1fi.0" 8.5" 11.01,16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5" 10.0"
li 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 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 PAGE3FAM -
`s DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL ppa6 DescalvrloN:
70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.D" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK _
100 14.0" 7.0" 3.5' 5.5" 10.0"14.0"1 7.0" 3.5" 5.5" 10.0"14.0" 7.0"
16.0"16.0" 9.0" 5.0" 8.0" 13.0" 0
#12 SMS W/2.75"EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0 16.0 10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0"
ARMOR INSERT
EMBED(200opS1 MIN CONC) 62 16.0"16.0"W/2.5' S3 16.0"16.0"12.0"16.0"16.0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0" a99
N 9_5" 13.5"16.0" 6.5" 9.
16.0 11.5 S'
70 16.0"h
160 . 11 6 16.0" 9.5" 5.5" B.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0'
100 160 90 5. 16.0" 9.0" 5.0" 8.0"113.0"116.0"1300
PE
b�°NN
ANCHOR SCHEDULE: CONCRETE (CONT.) ° �1�I0v�4 q90'''•
2-3/16°MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •U�ti: �7..
Spans Up To 6'-0" Spans UD To 8'-3•' Spans UD To 12'-0" Spans Up To 6'-0" Spans Up To 8'-3" _Spans UD To 12'-D"
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O pp� ANCHOR
x(n (P911 Cl C2 I C3 IC4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 I C5
5/16"ITW TAPCON XL WITH 43 16.0"16.0"16.0'•16.0"16.0"16.0"16.0"12,0"16.0"16.0"16.0"11.0",7.0" 12.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"16_0"12.5"Ifi.O"16.0"16.0"11.5" 7.5" 12.0"16.0" •��
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.D" 9,0' 6.0" 10.0"12.5'16.0"16.0"14.5"16.0"16.0" 16.0"15.0" 9.0" 14.5"016§
6.0" 9.5" 6.0" 10.5'•13.0"
CONC) 62 16.0"16.0"11.5"16.0"16.0"16.0"11.5"1 7.5" 12.0"16.0"16.0" 9.0"1 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5•' 7.5' 12.0" 6.0" 9.S" 6.0" 10.5"13.0" �i " (((•''',,,���\
70 16.0"15.5" 9.5" 15.0"16.0"16.0" 9.5" 6.0" 10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"10,0"15.0•'16.0"16.0"10.0" 6.5" 10.5" 6.0" 9,5" 6.0" 10.5"33.0" 4
_. _ _, �2 "1 0" 6.0" 10 .0" 10.5" 6.0" 9.5" 6.0" 10.5"1.100 16.0" 9.0" 6.0" 10.0"12.5"16.09.0" 6.0" 10.0"12.5'16.0" 9.0" 6.0" 10.0"1 .5 6. 9.5" .5'13.0"16.0" 9.5" 63 0"5/16"ELCO ULTRACON L41TH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0" 6.0"13.0" 9.0" 15_0"16,0" W�1 X
I-3/4"EMBED(3500p51 M[N 53 16.0"16.0"16.0"16.0"16.0"16.0"15.5'10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5'16.0"16.0"16.0"16.0"16.D"16.0"16.0"11.0"16.0" 6.0"10.5" 7.5" 12.5"15.0" WCONC) 62 16.0'•16.0"12.5"16.0"16.0"16.0"12.0" 8.0" 14.0"16.0"16.0" 9.S" 6.5" 11.5"13.5'16.0"16.0'•14.0"16.0"16.0"16.0"13.5" 9.0" 15.0" 6.0"10.5" 7.5" 12.5"15.0"70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"11.5"16.0"16,0"16.0"11.0" 7.5" 13.0" 6.0"10.5" 7.5" 12.5"15.0" V m e W100 16.0" 9.5" 6.5" 11.5•'13.5"16.0" 9.5" 6.5" 11.5"13.5"Ifi.O•' 9.5" 6.5" 11.5"13.5"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5" 6.0"10,5" 7.5" 12.5'15.0" W ti q�?'
1-1/2"MIN EDGE DISTANCE _ 3'MIN EDGE DISTANCE W fil m
W/ 304 SS POWERS TAPPER _ 3
W/1-3/4°EMBED(3000ps1 C3 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Ci C2 C3 Cq CS Cl C2 C3 C4 CS CS C2 C3 C4 CS IA VK
3 m
MIN CONC) q3 16.0"14.5" 6.5" 8.5" 16.0"12.5'1 7.0" 4.0" 6.0" 12.5" 7.0'_ 3.5" 4.0" 5.5" 16.0"16.0"13.5"16.0"16.0"16.0"14.0' 8.0" _12.0"16.0"14.5" 7.5" 4.5" 8.0" 11.5•' Q 1
53 14.0" 8.5" q,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" 6.0" 9.5" 16_0"12.0" 6.0 4,0" 6.5" 8.5"
62 11.5" 6.5" 7.5" 5.5" 12.0 7.0" 3.5" 4.0" 6.0" 6.0 3.0 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5"
-.__.
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" 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" 6.5" 8.5"
100 6.0•' 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 12.0'• 6.0'• 4.0•' 6.5'• 8.5" 12.0" 6.0" 4.0" 6,5" 8.5" 12:0" 6.0" 4.0" 6.5' 8.5"
s,
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
I"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE m. Y
.- W
rj Spans Uo To 6'-0" Spans Up To B'-3" Spans UD To 12'-0" Spans UD To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0"
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
(Psf)
d s ANCHOR CS CZ C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS ClCS C2 C3 C4 C5 ClC1 C2 C3 C4 CS ClC1 C2 C3 C4 C5 N rn m
1/4°IFW TAPCON WITH 43 8.5" 7.0" 3.5" B.S. 6.0" 3.5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 8""' 4.5" 3.0" 9_5" 8.5" 4.5" 3.0" 4,0" 09 O o1
1-1/4"EMBED 53 7.0" 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"
^L 62 5.5" 3.0" i 6.0"
8.0"14.D" 4.5" 8.0" 5.0" 3.0" 4.0" 4.0" Z70 4.5" 5,0" 3.0" 6.5" 3.5" 6.5" 4.0" 3.0" 4.0" U1/4"ELCO ULTRACON WRH 43 13.05" 65" 13.0" / 9.0" 130" 6.0" 13.0" 9.0" 5,0" 3.0" 4.0'• 9.0" 5.0" 4.0.,1.1/4"EMBED 53 10.5" 6.5" 10,5" 6.5" 6.5" 10.5" 5.0" 10.5•' 6.5".- 3.5" 3.5" 6.5" 4.0" 31 62 8.5" 9.0" 8,5" 4.0" 9.0" 5.0"� 4.0" 4.0" 3m70 7.0" 7.5" 7.0" 3.5" 7.5" 4.5"'. 3.0" 4.0" 3.0" a1 ri
100 4.0" 3.0" 4.0"i 3.0" 4.0" 3.0"
0 1/4"MILLENIUM MILLFAST 43 12.5"1D.5" 4.0" 5.0" 12.5" 9_0" 5.0" 9.0" 5.0" 4.0" 13.5"11.5' S.5" 7.5" 13.5"10.0'. S.5" 5.0" 10,0" 5.5" 4.5" o
3 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" 5.5" 11.0" 7.0" 4.0" 7.0" 4.5"
e 62 8.0" 4.5" &5" 5x- 4.0" 4.0" 9.0" S.0" 5.0" 9.5" 5.5" 4.5' 4.5"
70 6.5" 7.0" 4.0" 4.0'• 7,5 4.0" 4.0" 8.0" 4.5"
100 4.0" 4.0" 4.0" 4.5"
U 7000
1-1/4"MIN EDGE DISTANCE _ 2"MIN EDGE DISTANCE
1/4"ALL-POINTS SOLID-SET CI C2111/.
C4 C5 Cl C2 C3 C4 CS Cl CZ C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 C4 CS
9, O ANCHOR W/7/8"EMBED B.
1/4-20 SS MACHINE SCREW 43 15.0"13.0" 6.0" 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"16.0"16.0"10.5" 5,0" 7.0'_ 16.0"11.0" 5.54.S' 8.5"53 12.5" 7.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" S.0" 3.5" 16.0"13_0" 6_0" 8.0" 16.0"14_0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5"62 10.0" 5,5", " " " " 5.D" 5.0'• 3.5" 16.0" 9.5" 5.0 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6.5"70 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 5.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5" 4.0" 7.0" 4.5"
E 100 5.0'• 3.S' S.0" 3.5" 5.0" 3.5 9.0 4.5 4.0" 6.5" 9.0 4.5 4,0 6.5 9.0" 4.5" 4.0" 6.5" Y9.
' 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE ' 8
5/16"IEM TAPCON XL WITH - - .. -6-- m
m 1-3/4"EMBED Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 CS CS C2 C3 C4 CS C1 C2 C3 C4 CS @@@
`D 4316.0"16.0" 9.0" 12_0"16.0"14_0 7.5" 5.0 8.5 14.0 8.0 4.0 3.0 5.5 6.5"
g 53 15.5" 9.5" 6.0 9.5 15.5 10.0 5.0 6.5 10.0 6.5 4.5 4.5" g !
"? 62 4.5"
70 10.5" 5.5" 4.0" 7.0" 11.0 6.5 5.0 5.0 6.5 4.5 45" b w
100 6.5" 3.0" 4.5" 4.5" 6.5" A.5" 9.5 6.5 4.5 4.5'• s
1-9116"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE & "C
5/16"ELCO ULTRACON WITH Cl TC2 I C3 I C4 I CS 1 Cl I C2 I C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS OOWWNIIFRAKKLBDNUmOP.E
1-1/4"EMBED 4312.0" 16.0"16.0" 8.5" 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0"
53 9.5" 6.0" 9.5" 6.0" 6.0" 16.0"10.5' 6.0" 8.5" 16.0"11.0" 6.0" 10.5" 7.0" 15-2339
5 62 8,0" 8.0" 14.0" 7.5_//// 7.0" 14.5" 8.5" 7.0" 7.0" SCALE:
70 6.5" 7.0" 11. 7.0" PAOB DESCRIPTION•
100 7.0"
n
99
n ANCHOR NOTES:SEE SHEETO
9 FOR ANCHOR NOTES.
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ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1 WiRDO,'.E.
_ 2'MIN EDGE DISTANCE •' ;
r Spans Uv To 6'-0" Spans Up To 8'-3" Spans Up 7a 12'-0"
LOAD yap'
S' CONN TYPE CONN TYPE CONN TYPE
ANCHOR S
x (ps0 Cl 1 C2 1 C3 I C4 CS Cl C2 C3 C4 C5 Cl C2 C3 I C4 CS S Q,465
#12 SMS W/2"EYEWALL 43 16.0 16.0 1.5" 9.0" 16.0"15.5" 8.5 4.S" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" •��•
3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0 11.0" 6.0" 3.5' 5.0 11.0" 7.0" 3.5" 3.5" 5.0" •r,
p EMBED 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5 4.0" 7.0" 7.0" 3.5 /3.5 5.0
m
•. a
i m 70 11.5" 6.0 3.5" 5.5 12.5" 7,5" 3.5" 3.5" 5.5" 7.0"
100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3. WN
5" 5.0" 7A" 3.5" 3.5" 5.0" //y/(� :,��z
ANCHOR SCHEDULE: WOOD (G=0.55) Ig1 0�
3/4'MIN EDGE DISTANCE ff11Q Q U'� sd
G Spans Up To 6'-0" Spans Up To 8'-3" Svans Uo To 12'-0" V r m LL w
LOAD CONN TYPE CONN TYPE CONN TYPE Z ii►►2Z w^YY^7 N p •E
D ANCHOR W
x (Ps0 CI C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5 12.5"16.0"16.0"116.0" 7.5" 9.0" 16A"16.0"14.5" 4.S' 6.0" 16.0"
MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"116.0"16.0" 7.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" O W
62 16.0"16.0 7,0" 8.5" 16.0"11.1"114.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" G
_ 70 16.0"16.0" 6.0" 7.S' 16.0"16.1"112.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0"
100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" a
7/16"WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10_0"16.0"15.5" 8.5" 9.5" 7.0" 15.5" 8.5" 4.5" 4.5' 7.0-
1.13.MIN EMBED 6.1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" Gj
SS MACHINE SCREW fit 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" /4.0" 5.0"
� _ m
o �Lsmn 70 17..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"
00 1'"'0O1Ya1�0 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5 4.0" 5.0" 7.0" 3.5" 4.0" 5.0"
3 #14 SMS OR#14 WOOD 43 16.0"16.0 12.5"14.5"16.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0" N.3 E
SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" 11.5 16.0•`16.0"15.0" 6.0" B.0" 16.0"16.0" 9.5" 4.0" 5.S' 13.0"
N THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5'_ 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5"
7016.0" 6.5" 8.5 16.0" 16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" y <m
100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" S.S' 13.0"1fi.0" 9.5" 4.0" 5.5 13.0 o.•�pp C Oma,n1
ANCHOR SCHEDULE: WOOD (G=0.42)
3/4"MIN EDGE DISTANCE
b G
Spans Up To 6'-0" Spans Up 7o 8'-3" Spans Up To 12'-0" (� p
y LOAD CONN TYPE CONN TYPE CONN TYPE )S 3 p
�S E
z ANCHOR (Ps1) Cl C2 C3 C4 I C5 Cl I C2 C3 C4 I C5 Cl C2'1 C3 I C4 I C5 c g
1/4"LAG SCREW WITH 1-3/4' 43 16.0"ILL 9.0" 10.0"16.0"16.0"116.0" 5.5" 7.0'• 16.0"16.0"J73
.5" 4.5" 15.0" d'
• 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" .0" 4_0" 11_0'•
4 ry 62 16.0 16.0" 5.5" 6.S" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 3.0" 4.0"
'0 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0•' 11.5"15.0" 3.0" 4.0" 11.0"a0100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0'• 3.0" 4.0"JiO",""#14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5' S.5" 7.0" 16.0"13.0" 3.5" 5,0"pSCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0'• 8.5" 4.0" 5.5" 16.0"ID.5" 2.5" 4.0"THREAD PENETRATION 62 16.0"11.5" 5.0 70" 160 13.0" 6.5" 3.5" 5.0" 10.5"10.5" 2.5" 4.0"70 16.0" 9.5" 4.5" 6.0 16.0 11.0 5.5" 3.0" 4.0" 6.0" I V2.5"._00 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 2.5" 4.0
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
_ 4"MIN EDGE DISTANCE
rj Spans Up To 6'-D" Spans Up To 6'-3" Spans Up TO 12'-0" d g
a r LOAD CONN TYPE CONN TYPE CONN TYPE U@
0 F ANCHOR (psf)
x m Cl C2 C3 CA C5 Cl C2 C3 C4 CS Cl C2 C3 04 C5
5/16'ITW TAPCON XL W/ 43 16.0'•16.0"16.0"16.0"16.0"16.0"16.0" 15.0'•16.0"16.0"16.0'•15.0" 9.0 14.0"16.0" tt�� tf
2-1/4p',MIN.
EMBED 53 16.0"16.0"16.0"16_0'•16.0"16.0"16.0"11.0"16.0"36.0"16.0"12.0" 7.5" 12.0"16.0"
C� 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0 16.0"
70 16.0"16.0"11.5"16_0"16.0"16.0"12.5" 8.0" 12.5"16_0"16.0"12_0" 7.5" 12.0"16.0"
100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" � s��� � �p
o 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"116.0"10.5" 6.S' 9.5" T7.0"' .
" "im
9.0" LTPYAgMFRIld(L6FXRVd70PE.
°j O 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"114.0" 7.5" 7.5" 6.5"
m 62 16.0•'10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" '6.5" 15-2339
p 70 15.0 8.0" 5.0" 8.0 15.5 9.5 S.5" 6.5"100 9.0����5.56.59.0 /5.5" 6.5" �[D[L[lE.SL rlSC Ile ONI
5 0 0 _ 2'MIN EDGE DISTANCE
C1 C2 C3 C4 C5 Cl
C3 C4 CS Cl C2 C3 C4 C5
#12 SMS W/2"EYEWALL 43 16.0'•16.0" 9.5" 11.5"16.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5"
ARMOR INSERT W/2°EMBED 53 16.0"16.0" 7.0" 9.0 16.0" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5"
q�T�pw� 62 16_0"13.0" 5.5" 7,5•' 16.0" 3.5" 5.5" 12 " " 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET70 16.0"10.5" 5.0" 6.5' 16.0" 3.0'• 4.5" 9.0" 11.5" 6.0" 3.0'• 4.5" 8.5" 9 FOR ANCHOR NOTES.
100 115 60" 3.0" 4.S' 8.5'• 3.0" 4.5" 8.5" 11.5" 6.0" 3.0'• 4.5" 8.5"