HomeMy WebLinkAboutAPPROVED AccordionEngineeringNOA 6 . 8 STREAMLINE SHUTTER
FRANK BENNARDO,PE
BEN Digitally signed PE#0046549 CA#9885
by Frank
FOR USE WITHIN AND OUTSIDE THE HVHZ *= Bennardo x
GENERAL NOTES: '*
oaoP ? Date:2021.04.23 04/23/2 2Sg'ONA
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING 10:26:08-0400
CODE SEVENTH EDITION (2020), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH 1 ' ry
(IRC). THIS SYSTEM MEETS MISSILE LEVEL "D" AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN
ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION Z
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE � m -°o
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE TOP TRACK UJ Liz)
U) w J &u)u
Ii w
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA III w w a
BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE WW o 1 m�3 X�
CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z� w W U 'Soo.
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. Eq ¢> Q -�w
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Q w w
SAFETY FACTOR. Z k ° m z
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED WIND ZONES o^I 0 M z W
1-3, IN ACCORDANCE WITH ASTM 1996. IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS PLAN VIEW �'� w AWE
INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. � "- a z
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND z wl o w w
LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. o 0
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE Ln
w
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w =
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7, A DIRECTIONALITY FACTOR OF Kd =0.85 k vvi
SHALL BE USED. z
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC � a
SITE. X V) Ln
m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL Q w m
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a
N PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER F6 " LL
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. n Y
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THEN w
L CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR �7$ o rn
N VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ra a
�:, O m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. mE 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL co
DOCUMENTS. HURRICANE PR�TECTI�NHhihiHrIII ?ID` z LL
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING 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 �r w w
DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM, SEE p
LL 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN
VIEWS-0 Q
INFORMATION: TOWN & COUNTRY INDUSTRIES TYPICAL ACCORDION
FORT LAUDERDALE, FL N
9LB MISSILE LEVEL D - ASTM E1886, E1996 & E330 1 SHUTTER ELEVATION
TAS 201, 202 & 203 L�
FLORIDA PRODUCT APPROVAL NUMBER 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 TABLE 2 NOTES:
K.S.I. TABLE 2: 1. HVHZ: DEFINED AS MIAMI-DADE
E 15. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A COUNTY AND BROWARD COUNTY
MINIMUM ALUM ALLOY.SILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"fZf 5052 MINIMUM SEPARATION FROM GLASS 2. NON-HVHZ: DEFINED AS ALL
N
0 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR LOCATIONS OTHER THAN 6 o srxo
MIAMI-DADE COUNTY AND a N 7
BOX LOCK AT CENTER OR SIDE CLOSURE. o a
HVHZ BROWARD COUNTY FLORIDA.
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. NON-HVHZ 6
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS. USE REMOVABLE ANCHORS. 3. SEPARATION FROM GLASS Y co 0o m Z d
" 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN. RADIUS OF 10". Q x J J 0 � o2
, SEE NOTE 3 IS NOT REQUIRED FOR � w Y w c, w � pow
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. SHUTTER INSTALLATIONS IN WIND Z z z =
w 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ZONES 1-3 UNLESS LOCAL n m ro==
22. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK. <_ 30'ABOVE >30'ABOVE <_ 30'ABOVE >30'ABOVE MUNICIPALITY HAS o Y Y 361
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. GRADE GRADE GRADE GRADE ADOPTED ADDITIONAL <52w
W 72" 2-1/4" 1-5/8" 2-3/8" 1-5/8" CRITERIA. w =
TABLE 1 4. INSTALLATIONS IN WIND ZONES 1 o a �2
TABLE 1 NOTES: 99" 3-1/2" 1-7/8" 3-5/8" 1-7/8" WITH THROUGH 4 OUTSIDE OF THE HVHZ y > o o<=
N E
LESS THAN 30" SHALL
1. DESIGN PRESSURES SHOWN IN "ACCORDION 120" 4-1/8" 2" 4-1/4" 2" HAVE 27/8SMI MINIMUM SEPARATION a m m m m =��5
ACCORDION SHUTTER _ Z LL °oN
SHUTTER SPAN SCHEDULE"ABOVE ARE FROM GLASS WHEN < 30' ABOVE w w o Sw=~
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 144" 4-7/8" 2" 5' 2" GRADE,AND 1-5/8" WHEN > 30' pm�
AT EACH RESPECTIVE SHUTTER SPAN. ABOVE GRADE. COPYRIGHT ENGINEERING EXPRESS
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 5. LINEAR
SHUTTER SPANS IS NOT LATION BETWEEN 20-26160
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED. FOR SPANS r PERMITTED. FOR SPANS BETWEEN
SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE VISIT ECALC.10/26160 THOSE INDICATED ABOVE,THE SCALE: - -
DESIGN PRESSURES FOR THE NEXT HIGHER FOR SITE SPECIFIC DEVIATIONS SEPARATION FROM GLASS FOR THE PAGE DESCRIPTION:
PSF PSF SPAN SHALL BE USED. &MORE INFORMATION ABOUT THIS DOCUMENT NEXT HIGHER SPAN SHALL BE
om 72" 100 100 OR SCAN THIS OR CODE USED. aF
o VISIT ENGINEERINGEXPRESS.COMISTORE 6. SEPARATION FOR GLASS OUTSIDE
99 1 70 1 70 FOR ADDITIONAL PLANS,REPORTS&RESOURCES OF THE HVHZ HAS BEEN L 2
120" 1 53 1 53 DETERMINED IN ACCORDANCE
N 144" 43 40 WITH ASTM E1996.
N
O
FRANK BENNARDO,PE
PE#0046549 CA#9885
PROJECTION VARIES
" 9E .
2.874" 4.874" MAX.
0.1151,
,
O O 0.OSOii 04/23/2f�27S
0.125" 0.062" 0.450" Ln
rrSfONAI..
0 0 1.708" 0.100" �1.830" 0.062"
N 1.708"
3 - t 0.100" ~" t . 70 N 0.080" 0.063" 7 V!C
LiQ0 N0.195'
0.19 0 1 C) It
6 0.0 0.060" Z
0.125" 0630 0.062" 1.908" w M�
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1-4
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0.062" li
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0.630" 0.630 0.143 0.096 u� �Luw w
069"� - .0.971" 0.971" 0.143" LLIO oX
rn �
0.630" x0.060" 1. 70" °
0.06 0.062" 0062' . 0.6301.069" Lu�1.06j9' oo W
acow z
a,
2 0062SUPPORT LEG OPTIONAL 00 " 0.200" L9 w
cD 5.745" MAX. " 1.069" . O� 4 . w Ea
0 5.745' MAX. w
az
M OWALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL w ~w
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
LL
o WHERE SHOWN, SCREW BOSSES
N &FELT GROVES ARE OPTIONAL ry
N ON ALL EXTRUSIONS
U
m
LL 0.874" 2. 5" 0.875"0. -`
N 2.195" 0.510" 2.195" 1.230"
LL 0.060"
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nj O
C9N r N I ' I X
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m - 2.362 Q 00 a m
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1.069" ri o zu.i
' O- .831 0 N � M 484
7 4.510"
mQ1.069' I0.105"0.105" 0.075 1-0.0,75"
0.105' w w
0.044" o4.510" 0.994"1_
LL
NOTE: TESTED THICKNESS OF Q
0.781" 0.075" v g
N 4.510" �3.506"� BARE METAL W/O PAINT IS 0.039"
OSILL Og SILL ADAPTER Og EXTENDED SILL 1 p EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE L�
2 SCALE: HALF SIZE
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0.06 'i � Z � � � �
- N
0.044" 0.227" �-1 0.060" COPYRIGHT ENGINEERING EXPRESS
0 220011J 20-26160
NOTE: THICKNESS OF BARE 0.062
METAL W/O PAINT IS 0,039" �1.625"� SCALE: -
PAGE DESCRIPTION:
8 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 1 6.8 STARTER
E SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
OF
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FRANK BENNARDO,PE
PE#0046549 CA#9885
1.950.1
�•" ,BENryq",,,
0.125" 0.610" STAINLESS STEEL 0.280"�--} NYLON WASHER OR
ASSEMBLY 4 0 ALUMINUM s .`-
0.357" *`
T0.320"0 HOLE �O.Q50" =Po
0 w ��� 0.276" 04/23/26r3�S " E.
"' � o z + o #10 x 2-3/4"410 HT S.S.
Ln
0 0.880, NYLON -4 _j a 00 INSERTS SCREW W/TC ULTRACOTE �+ 0.591" rn
N 0.05 WHEEL 0.1rtD
COATING
INTO p TOP&BOTTOM M 0.062"* 7
1.100"-f �0.240" r TRACK ) II L W �
-® wil o�
NYLON BUSHING W/WASHER: + Q m �u O
ui- rn Ln U
I TYP. AT EVERY OTHER 0.750" 7/16"0 x 1/2" @ INTERIOR JOINT TOP W2 2 D W
5" MAX. 0.870" 0.154" 0.137" LL U M�N
INSIDE JOINT AT TOP. 7/16"0 x 1" @ INTERIOR JOINT BOTTOM W W
CYLINDER-SOLID BRASS, NICKEL PLATED EITHER CAN BE USED ON EXTERIOR R o = iO w a.
a.
1 g ANGLE HOUSING-ZINC DICAST,POWDER COATED C9 �> U z w
22 ROLLER ASSEMBLY 4 BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT �Q w o W
m SCALE: HALF SIZE SCALE: HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 26 7k of m o z z
3 OR KEY/THUMB TURN OPERATED INSIDE. SCALE: HALF SIZE SCALE: HALF SIZE L a, 0 ;W
O J M W w
--}o.2so„ 23 BRASS PUSH LOCK " " �@3
N SCALE: HALF SIZE U) c� a W w
" o w R0.155 ~
M 1.978" 2.125" C)
LL R0.500" 4.000" 0.236" 1.742" 0.286" 1.603'
0.500" 1.710" 1.224" 0.267"
0.623"
N o 0.790„ 0.0901, 0.319" 0.531" 0.531"
00
ri KTO. ^ 0.28 `6' ^ u'
00
m o o
LL
0 2.250" 0.09 0 1 _ M
rn rn 26�
N 0.250" Lrl
o + o o 0.607 Tj
rn
0.224" 0.239" ~ mIL
Lrj
-4 rl � T-i En N 2.000" . 0" 0.496" ^ ^
c 2.750' 1.758" + I `n or r w M
7,c a a m
27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" -
SCALE: HALF SIZE SCALE: HALF SIZE 0.160" 0 222" 0.240" Q u-
N 1.001" 0.062" 0.062" r 0.062' 0.176" ^m z LL
%NOTE: DECORATIVE FLOOR TRACK U J
N MAY BE ATTACHED TO ANGLE PER UNIMATE LOCK MALE BOX CENTER FEMALE BOX CENTER 30 31 32 o
N DETAILS Cb/5 OR Ca/6. SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE w w
4�-0.062" o
Q og
5.500" x 13/16" WIDE --}0.400" 40c A?
N 7/16"0 STAINLESS
r�
t STEEL NUT XLu
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a IHtHl �p� IF�1,i
- rT
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0.125" "' 0.
0 c0.188" 5/16-18x1 MACHINE SCREW v 40a� 0.438"
o mN TYP. 5/16"0 INTERNAL STAINLESS STEEL r, X rr1l 0.121" w o u =o
4.500" �t THREAD Q °
1 0.689" POWDER COATED, ZINC DIE-CAST w
ri= ----
2 SECTION A HEAD STYLE VARIES � � 1.050" � p
O T-LOCK ADAPTER O T-SCREW INSERT O THUMB SCREW swop
a DELTA MODEL 2022 36 37 38 �, = m � m ; m � ao�o
INDUSTRIAL SYSTEMS (OPTIONAL) SCALE: FULL SIZE SCALE: FULL SIZE 0 0.254" 40a 40b 40c Z w Y w -
END STRIP 1 o Y Y � =o==
w 35 BOX LOCK SCALE: HALF SIZE `� - 0.319' co z z _
SCALE: HALF SIZE
�2.0001,� 2" & 3" EXT LL o
Ta
�r o.125"
1.625" IL1.500" SCALE: HALF SIZE0.125"
z
0.050" 0.093"
y 0.125" R U w
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S2,018'
S � 2m ¢aoLLN
o" �
0.085 0 - z=aJ3�m�ao0 o N0 -°' .r 0 0 COPYRIGHT ENGINEERING EXPRawES
S
CD ^ o 0.093"
0.250" 0 0
0 0.085 m cu 20-26160
N (h SCALE: - -
o ^' .062' PAGE DESCRIPTION:
U
1 7.000" I ff ff 1f 1f ff 1f ff OF
20 ALT. 1 END STRIP 21 1.5 x3 x0.093 ANGLE 25 2 x3 x0.125 ANGLE RECESS SILL 112
N39 2X7 ANGLE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE O
r SCALE: HALF SIZE SCALE: HALF SIZE
N
O
FRANK BENNARDO,PE
PE#0046549 CA#9885
ANY ANCHOR PER ANCHOR EDGE DIST. ;;� gs""ggoo;
SCHEDULE @ 18" O.C. EXISTING DIST.
GLAZING
oz
SEE END STRIP noao>:'?
z N SCHEDULE FOR MAX. 04/23/2" E?
."'S�ONA�
g 0 m A ANGLE EMBED u)z0 N SPAN WHEN USING
C� a LEG D RECITON m 20, 40a, 40b OR 40c, 10 N
EMBED. 17 z a (INTERIOR) II II c. F 1/4" OR 6.8 STARTER o It
Z Qa
2 cLu a 17 `"' r "" .� MAX. WITH 21 OR 25. Z
c Euwia 17 ® � m1 yo
MIN. 0.062"THICK 6063-T6 ALUM. Q ui J ui U
30 ANGLE 1" x 1" MIN. TO 2" x 5" MAX. 21 25 W LL p w °u N
U)
EDGJ (ANGLE LEG MAY BE REVERSED) W W x a
DIST. FASTEN 38 ANY ANCHOR PER ANCHOR ( ) #10x1N SCREWS AT TRACKGLE TO W/ 3 o> Q ?w
SCHEDULE @ 18" O.C. CORNER,TOP&BOTTOM; AND �� �Q w o w L7
ATTACH TO 6.8 STARTER W/ Y 0 coo z z
13 13 13 13 #12 x 1/2" GALVANIZED OR S.S. SMS, #12 x 1/2" GALVANIZED OR z'` N p 4�w
S.S. SMS, 3/16'0 ALUM. POP 0 J z W
o 6.8 0" (TYP.) 30 3/16"0 ALUM. POP RIVET, OR 1/4-20 RIVET, OR 1/4-20 MACHINE U'i Lu Z
4 USE (1) BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18" O.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18" O.C. Lc a z
(EXTERIOR) 5/16-18 T UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE v) W W
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE: 3" = 1'-0" ANY TRACK W/ o w ~
`2 FROM BOTTOM OF SHUTTER. RECEIVING END STRIP SCHEDULE SCREW BOSSES. p
LL TYPICAL PLAN VIEW HOLE SHALL BE 3/8" MAX WIDTH, UP TO
SPA
SCALE: 3" = V-0" 1" HEIGHT. 1"B/O(2 7") P62F 108N
72
94"
N qp 82 94" Ln
�
USE (1) BRASS PUSH LOCK 112 80" rl
m OR (1) 5/16-18 THUMB 132 75" ro
SCREW MAN
0 THREADED LOCKING DETAILS FOR 2"B/O(g 7") 62 95" SEE END STRIP
N INSERT AT 1/3 SPAN CENTER MATES 72 88" SCHEDULE FOR MAX.
a TO 2/3 FROM 40 82 83" N
SHOWN ON RANDOM Z N SPAN WHEN USING
BOTTOM OF SHUTTER. �n
RECEIVING HOLE SHALL BE 30 13 DETAILS 3"B/O(4.7") 72 $g.. 20,40a, 40b OR 40c, w
L 3/8" MAX WIDTH, UP TO 82 74" qa - 1 4" OR 6.8 STARTER �� p °
1" HEIGHT. % 30 62 110" z a / WITH 21 OR 25. �" Q o
ALT. 1"B/O MAX. o,:r O m
(2.7") 72 102" in a 7,c v a m
82 95" 4 m
20 112 81" 40 40 USE APPROPRIATE r+ m•= z
132 STARTER STRIP TO U
93
1.5"x3" 45 93" 40 20 PROVIDE CLOSURE p
x0.093" 52 87" FOR c~i)
13 657 0 81" BUILDING CONDITIONS. "' p
LL 23 21 64 78" FASTEN STARTER STRIP
og
r(INSIDE) 70 75" TO TRACK W/ (2) #10x1"
73 73" SCREWS AT CORNER, TOP N
N 2"x3" 45 139"
x0.125" 52 129" ALTERNATE END STRIP DETAIL & BOTTOM.
z N 57 123" SCALE: 3" = 1'-0" ANY TRACK W/SCREW
0 13 In o� 25 60 120"
a _j Q ao O 64 116" BOSSES.
ix Q F- 70 111"
E L J w w 73 109"
o SILL a W FOR GREATER SPANS OR LOADS THAN
SHOWN IN END STRIP SCHEDULE,END
o 0 I STRIPS REQUIRE A l"Xl".090"CLIP ANGLE H
(n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS o N a o N o ap
Z ANCHOR SCHEDULEŒ/4"TEK
° O 13 SCREW OR 1/4-20 BOLT TO END STRIP. prop
a 30 to z N = m J m i m oo�w
USE (1) BRASS PUSH LOCK USE (INSIDE)
a I Qow OR (1)156 6A1S8 THUMBLOCK Z W Y W U W �Fo
w OR (1) 5/16-18 THUMB 13 Q co SCREW I O THREADED >> z>
0' J (n J > >
SCREW I 0 THREADED 30 /� L7 a F m z =
INSERT 7 AT 1/3 SPAN �/ z a TO 2R/3 3 AN FROM SPAN SILL c Y U Y boo
TO 2/3 N FROM LU a BOTTOM OF SHUTTER
BOTTOM OF SHUTTER. (OUTSIDE) za�a
RECEIVING HOLE SHALL BE
T 3/8" MAX WIDTH, UP T z J``w
0 1" HEIGHT. 23 o a �3a
TYPICAL OUTSIDE CORNER CLOSURE x W W =ww�
CC1 35 a � m � mmLL
� O Z LL n
DETAILS WO/CORNER POST 30 w w
Z E; U N N
N T S 13 30 COPYRIGHT ENGINEERING EXPRESS
13 31 3215 13 23 (OUTSIDE) 20-26160
SILL
UUSE (1) BOX LOCK AT 1/3 PAGE DESCRIPTION:
SPAN TO 2/3 SPAN FROM
Z N
BOTTOM OF SHUTTER
IOF
TYPICAL INSIDE CORNER CLOSURE aQ-J 2
CC2 DETAILS WO/CORNER POST a MULTIPLE SHUTTER ASSEMBLY
o NTS z a SCALE: 3" = 1'-0'"uj
N
O
FRANK BENNARDO,PE
Cl CONNECTION TYPE PE#0046549 CA#9885
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
SPACING
i Cl CONNECTION TYPE 7" MAX. 1/4-20 MACHINE BOLT =P `
REFERENCE ANCHOR 1/2"� W/NUT @ 12" O.C. OR 04/23/202
SCHEDULE FOR MAX.. t 1/2„ #14 SMS (a 6" O.C.
SPACING (TYP. TOP & BOTTOM) rn ip N
2 FASTENERS ` Z p
ALUM. TUBE O Z
6063-T6 ALLOY W '°^ m u 0
EACH ANGLE SEE TABLE A FOR SIZE. I 00 OROR 660 / Zw WY, w� � rn.N
J rn U
LU
LD
1" x 2" x 1/8" 5 1 ClCONNECTION TYPE ALTERNATE THRU LT ZW w W U °o x
OR 2" x 2" x 1/8" MIN.GLASS w �� ~> Q —�w
o REFERENCE ANCHOR = UI � ¢ �
ALUM. ANGLE SEPARATION W O U Q w w Z
o 13 SCHEDULE FOR MAX. PER TABLE 2 13 F U v 0 CO w
3 ° I SPACING H Q z w ZX +� C7 w
-o THREE 3/16"0 ALUM. �r:• 1 � Z J WW N 0 POP RIVETS OR GLASS =w Qa m w W z
THREE #12 SMS, TYP. 0 17 I I OR DOOR X in� � � a z
3/16"0 ALUM. POP I QJ = cn w F w
12
" 17 �a 18T 0.RC.#(TYP.MS \ �`TFR�gTF 5 OR 6 OR z j O
LL TABLE A (cc3) J=
o PRESSURE VS ALLOWABLE LENGTH W _\ 0 u�
° MAY USE MALE OR
N 2"x2"xl/8" 3"x3"xl/8" _ p N 8 N
PSF No B/0 No B/0 FEMALE LOCK-SLAT W p
Ln
m 62 130" 188"' 13 ALTERNATE THRU BOLT I
1/4" MAX. FROM PIN
C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
0 72 124" 179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r- - WASHER (TYP.) LL
a 82 119" 172" SCHEDULE FOR MAX.
NTS SCHEDULE FOR MAX. Ln r
SPACING #� w
92 114" 165" 14x3/4" SMS 9" O.C.
N 102 110" 160" ---/ ANGLE TO TUBECONNECTION Q o
120 104" 147" 0 M
150 97" 131" TABLE B (cc4) EXISTING HOST EMBED. 6063�T6 ALUM. TUBE m -i
STRUCTURE z 5 Q U
200 PRESSURE VS ALLOWABLE LENGTH m z w as" 114° 5 CONNECTION TYPE
2"x2"xl/8" 3"x3"xl/8" EDGE DISTANCE REFERENCE ANCHOR g Q
N PSF WITH B/O WITH B/0 SCHEDULE FOR MAX. p
SPACING
W W
62 113" 166" 2 0
LL 72 107" 157" FASTENER �a 18" D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION o g
(USE ANY ANCHOR SHOWN Q
82 lol" 147" LL
IN ANCHOR SCHEDULE). SCALE 3"= 1'- 0"
N 92 95" 139"
102 90" 132" � o
2 120 83" 122"
d 150 74" 109" w
10 200 ' tY w H
E 64" 94" W m
2" x2" x _ > >cy
3/16 RIVET OR #12 SMS .090" 6063-T6 13 = w o
18" O.C. OR 1/4-20 ALUM. TUBE TYP. ui Z`� MIN.GLASS _ w o 7 m
o (7a o w EPARATION = Z U ;, - a, 4 o �J e
17 Ul—J W ¢ N � NN Or �zrctc
NUT & BOLT (TYP.). Q PER TABLE O
m v i+> mLLw
3/16"� ALUM. POP J Q Q 2 o p
g ALUM. TUBE RIVET OR #12 SMS �Q� GLASS Q � QQ o =op
(7a 18" O.C. (TYP.) z w w OR DOOR 0 a = m m m o -
6063-T6 ALLOY F Ln O_ U rn U U- Y U- 0 � o
SEE TABLE B FOR SIZE. 2" x 5" x 1/8" U z -
W 2 FASTENERS z z m3 2
m x CONTINUOUS ==Q
EACH AN c Y 0 Y W W C) x „
1" x 2" x .093" 6063-T6 ALUMINUM ANGLE
THREE 3/16"� ALUM. OPTIONAL ANGLE INSIDE 3 16 <
ALUM. ANGLE, TYP. 17 ORIENTATION TYP. 17
w o POP RIVETS OR LL, 6" . Z
17 THREE #12 SMS, TYP. EO EQ. o o3 ¢
0 0 1" x 2" x 1/8" "'
OR 2" x 2" x 1/8' 4 CONNECTION TYPE a �_ LL LL LL LL o -
U 13 EDGE DI T' SCHEDULEEFOR MAX. w ? N N
ALUM. ANGLE m ~
- s � soN
USE MALE OR FEMALE SPACING COPYRIGHTENGINEERINGEXPRESS
LOCK-SLAT EXISTING CONCRETE,
13 13 BLOCK OR WOOD FRAMING 20-26160
SCALE:PAGE DESCRIPTION:
#12 x 1/2" GALVANIZED (OUTSIDE) EE IS SIIDE CALE 3 IL 1 MOOUNT SECTION
OR S.S. SMS, 3/16"0 ALUM.
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET, OR 1/4-20 SIDE CLOSURE OPTIONS IOF �
NTS MACHINE BOLT & NUT SCALE: 3" = V-0"
0
dal 18" O.C.
N
O
FRANK BENNARDO,PE
PE#0046549 CA#9885
C5 CONNECTION TYPE BENNq�
REFERENCE ANCHOR EXISTING +:"ESE:R
z Lu
SCHEDULE FOR MAX. STRUCTURE
2 SPACING
0 o tY S" MAX.
GLASS "' C1 CONNECTION TYPE 1/4-20 MACHINE BOLT oaizaizo2�i�s Ea=
W p GLASS REFERENCE ANCHOR 19 W/NUT @) 12" O.C. OR SONA
OR DOOR u OR DOOR w w
u } F w> >_ SCHEDULE FOR MLn AX. #14 SMS dal 6" O.C.
= w Q MIN. ~ N W SPACING 1/2" (TYP. TOP & BOTTOM) o N
13 p = = u It
MIN. 13 to w t1 W GLASS � Z u m /2" Z ,1 '
1/4"-20 THRU BOLT W/ GLASS X Ln m EPARATION
Q J #14 x 1/2" SMS lal 12" O.C. X z o z w Q r Lu mi O
LOCK NUT @a 12" O.C. OR EPARATIO Z � W Q PER w a W rn Ln U
PER OR 3/16"!� ALUM. POP TABLE 2 z u p a o N '; OR W U� 's W-i
12 x 1/2" SMS (la 12" O.C. E.S. Z RIVETS 6" O.C. OR 1/4"0 U w o OR 6 J u-U) crw
OR 3/16"0 ALUM. POP TABLE 2 z �° u v1 W w a w
w p ALUM. POP RIVETS @) 12" O.C. u W w
RIVETS @a 6" O.C. E.S. u= w Z� Ow U U x
R 1/4"0 ALUM. POP RIVETS / 11 AND 3O MIN.GLASS ~ w ''nnn o
12" O.C. E.S. 1/4" MAX. FROM PIN W w J U� Q w �w z
�° ASSEMBLY SEPARATION 13 w p p p m o w
1 1/4" MAX. FROM PIN t o w z
m 1/2" TYP. GUIDE TO BUSHING PER TABLE 2 N=m Zk a
3 O9 AND 10 GUIDE TO BUSHING WASHER (TYP.) p W w W N �^�'LL
ASSEMBLY WASHER (TYP.) m GLASS N� z U m W
❑ / 1/2" 1/2" TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR X Z p Z w °a z
No BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR Q J p Q o W w
m / — SCHEDULE FOR MAX. F a w
m F 4 CONNECTION TYPE DIST. in 0 p
w/ EDGE REFERENCE ANCHOR SPACING u �
/ DIST. SCHEDULE FOR MAX.
n / SPACING AS SHOWN w OR
3 CONNECTION TYPE IN DIAGRAM ON PG. 9 p Ln S3 0 6 6R y
N YYY���JJJ REFERENCE ANCHOR EXISTING CONCRETE, W p OR ® ii
m SCHEDULE FOR MAX.
BLOCK OR WOOD FRAMING 1/4" MAX. FROM PIN M
O / SPACING. ALT. FASTENER , I/2"
N Cl CONNECTION TYPE GUIDE TO BUSHING
N / ® LOCATION. FRONT AND REFERENCE ANCHOR 1/ WASHER (TYP.) w
aFROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 r
_ WITH THIS LOCATION 5 CONNECTION TYPE
PIN GUIDE TO SCALE : 3"= 1'- 0" SPACING w
BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR �� ❑
(TYP.) p SCHEDULE FOR MAX.
r�n Q o
SCALE : 3"= 1'- 0" EXISTING CONCRETE, SPACING �7,c'a rM
BLOCK OR WOOD FRAMI EMBED. o� m u-
BUILD OUT MOUNT SECTION O -0 u a
N — — TYP. BOTTOM EXISTING CONCRETE, SCALE : 3"= 1'- 0" p
BLOCK OR WOOD FRAMING U) c�
� --• � w w
EDGE DIST: EXISTING Q
NOTE: FOR DETAILS A, B, D, AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE
N THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. `°., LL
WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR 5 CONNECTION TYPE
N �w SCHEDULE FOR MAX. REFERENCE ANCHOR o
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m E"6E
Q
SPACING SCHEDULE FOR MAX.
MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK w SPACING
d2 USED OVER THEH THE BASE TRACK MUST GAPS BETWEEN SECTIONS E CONTINUOUS 1 R 2
W 1/2"
E l7
W p _
U
H w w
O
❑ GLASS w w
MIN. Ul/2P
I- p w F � 2 `o � m
o OR DOOR GLASS13 F- _ tY ~ w a
= w - #12 x 1/2" SMS �a 12" EPARATIOp _ w w H J c opLL
v r co
2 ui O.C. OR 3/16"0 ALUM. PERLni LD Lj m 13 u)=p =�o
y w p p POP RIVETS (a 6" O.C. TABLE 2X p z GLASS OR MIN.GLA = _ _ U m Y m U m og�w
0 T w OR 1/4"B ALUM. POP Q a: Q DOOR N� zo�m z 1p�a
o MIN.GLASS 13 I = zvJ RIVETS (7a 12" O.C. pub PER TABLE XZOzF- � � cJn � 33m x3=�
c U)~ m U Wa GYUYW Wc) rya
SEPARATION L7 Ln a Q u p a
PER TABLE 2 Xwaz~ O7 AND u� �<�w
1/4-20 S.S. MACHINE Q u p Q 1/4" MAX. FROM PIN u �_
w SCREW & NUT [al F u� ASSEMBLY GUIDE TO BUSHING Q Za 3uQ 1/2WASHER (TYP.) 0 cn12 O.C.
GLASS Diu m 1/1 MAX. FROM PIN
OR DOOR 1/4" MAX. FROM PIN m w
X � 1/2 4 CONNECTION TYPE
GUIDE TO BUSHING , 4 GUIDE TO BUSHING w o W o 0
- Q REFERENCE ANCHOR WASHER (TYP.) x Z R d xpm
iv � WASHER (TYP.) EDGE
X S 6 SCHEDULE FOR MAX. COPYRIGHT ENGINEERING EXPRESS
a EXISTING CONCRETE, DIST.
c� m BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 20-26160
'l FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG. 9 REFERENCE ANCHOR
OR Al BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: -
" x 3" x 1/4" CONT. 3 CONNECTION TYPE #12 x 1/2" SMS (a 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION:
O.C. OR 3/16"0 ALUM. SPACING. ALT. FASTENER
063-T6 ALUM. ANGLE REFERENCE ANCHOR EXISTING CONCRETE,
LOCATION. FRONT AND
AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6" O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING of
S SHOWN DASHED) SPACING OR 1/4"0 ALUM. POP WITH THIS LOCATION
N @D) WALL MOUNT SECTION RIVETS (a 12" D.C. O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT
SCALE : 3"= 1'- 0" SCALE 3"= 1'- 0" SECTION �
o SCALE : 3"= 1'- 0"
FRANK BENNARDO,PE
MIN.GLASS wl PE#0046549 CA#9885
GLASS SEPARATION Z ^
OR DOOR PER TABLE 2 13 ;' `:BSE""Ro
w o:
w U U
F_ U In 04i23i2021,`1s...`�_...Ea,
XLn
GLASS OR o
Q = DOOR Z
F�F 'ice
Z H MIN.GLASS w w Q w Ln
r1 O
iv w SEPARATION H m W�JJ U -s W ui
J PER TABLE 2 w w Q W (n a w
J� O = W a
L_ W W U °�C7 x
= 0 'n� F> a _Z W
In F- Zw u� �a w oWU'
1/2" 1 X Z p u IL 4.1
{- N - 1/4" MAX. FROM PIN GUIDE 13 Q J 0 WW 0(V _j n zw
TO BUSHING WASHER (TYP.) F U Q .250" FROM PIN I U'i w
TWO 1/4"� WOOD Q w az
N 2g `'a GUIDE TO BOTTOM
N LAG SCREWS @ 24" OF WASHER O w Fw
w
O.C. MAX. WITH 2"
THREADED PENETRATION C4 CONNECTION TYPE
"T" INTO CENTER OF 2X STUDS REFERENCE ANCHOR
p SCHEDULE FOR MAX.
EMB. "T' 14 SMS @ MIDSPAN BETWEEN /m SPACING
N STUDS FOR TRACK TO 1" x 4"
m PLYWOOD & TUBE CONNECTION /w E GE
�n
DIS
STUCCO FINISH 1" x 4" x 125" / T EXISTING HOST STRUCTURE
6063-T6 ALUM. TUBE _j
THIS DETAIL TO BE USED WHEN STUD SPACING Na DECORATIVE FLOOR TRACK DETAIL
EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. '��I
SCALE : 3"= 1'- 0" �7E o rn
O WALL MOUNT SECTION THIS DETAIL MAY o 0
E SCALE : 3"= V- 0" ALSO BE USED �o ;; m J
2 AT TOP z Q w
z
U J
o Z Q
N L
r
W W
Q O J
0.1
ACCORDION SHUTTER N LL
N PER PRODUCT APPROVAL H o —GLASS � o
.� MIN.GLASS OR DOOR I- i
o T_ SEPARATION 13 N
d to ° PER TABLE 2 T_
APPLICABLE AT TOP z
E AND/OR BOTTOM Q a X Q
a a
0 2" OR 3" to F to
EXISTING WOOD (G=0.42) W o "
s =o
TRUSS OR RAFTER a N N N o o
0 1/2" MIN. 5 6 11 IF1/4" MAX. FROM PIN GUIDE 24" MAX. O.C. 4 M m o p
J�
Q Q TO BUSHING WASHER (TYP.) I I I
2" x 3" x%$" x CONTINUOUS OR 2.175" U U EXISTING FINISH I I I U m Y m U m
2 3 16 1/4" TILE (TYP.) MATERIAL o
-<
2" x 2" x?8" x CONTINUOUS 1' FINISH MATERIAL �i i i Z z z m3
X
W 6061-T6 ALUMINUM ANGLE
3/4" PLYWOOD i i i i i i ap o
ALUM. ANGLE W/ THREE
0.9" MIN. THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT Co) 7" O.C. i i
`< 1/4"0 WOOD LAG �aHa
FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT 12" O.C. I i i i w
W ANGLE FASTENED TO / MACHINE SCREWS AT 3" FROM ENDS �° SCREWS WITH 2-3/4" I i z w aow
EXISTING 3 KSI CONCRETE MINIMUM THREADED I o a H
o AND 9" O.C. FOR THE BALANCE GALV. OR S.S.
-9 HOST STRUCTURE WITH PENETR. "T" IN WOOD (a 5 6 Y w w
1/4"0 DEWALT ULTRACON TO w
%4"Q1 DEWALT ULTRACONS EXISTING CONCRETE HOST EM D CONCRETE/CMU EACH RAFTER OF TRUSS, a m Z m LL m o
:;a' wwas
R� U d' U U U �000
Arco
AT 3" FROM ENDS AND 4" 2-1/2" MIN. STRUCTURE (3000 PSI MIN) ;'s 5" O.C. W/1-1/4" MIN. EMB. 24" O.C. MAX. WHERE w s w s o ow=
O.C. FOR BALANCE WITH ANGLE EXTENDS BEYONDJ7
''"" OR 1/4"� LAG SCREW (al 9" O.C. W/1-7/8"
V/4" MIN EMBEDMENT AND MAX. DESIGN LOAD AT 5'-0" MAX SPAN: LAST TRUSS MORE THAN w coPVRICHrENcwEeRlNcexPRess
2%2" MIN EDGE DISTANCE, f 62 P.S.F. EXISTING CONCRETE, MIN. EMB. IN WOOD SG=0.42. TO 0.55. 6", EXTEND ANGLE TO
HOLLOW BLOCK OR ~w
STAGGERED WITH 3" MIN. MAX. DESIGN LOAD AT 6'-0" MAX SPAN: / NEXT TRUSS. w w F J 20-26160
WOOD FRAMING. SEE 2" x 5" x 1/8" CONT. w SCALE: -
o SPACING,TYP. f 52 P.S.F. ANCHOR SCHED. ALUM. ANGLE (6063-T6) N Ln o w PAGE DESCRIPTION:
BASED ON TYPE OF w 13 = _ 2 J
O BUILDOUT MOUNT � Z IA m
v HO SCALE NTS STRUCTURE (MAX. DESIGN LOAD ± 72 P.S.F.) Z to a of
QwffZQH 12
EoPASS THRU DETAIL z J 0 a
SCALE : 3"= 1'- 0" O TRUSS MOUNT SECTION U N
N SCALE : 3"= 1'- 0" a
0
EXISTING HOST ALT. LEG DIRECTION PE#N 046549 CAO#9885
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN
12" MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM
1/2" SPACING,AND 3" MINIMUM EDGE DISTANCE
EDGE OF SHUTTER, SHUTTER BLADES * o
ASSEMBLY
TOP OR BOTTOM I AX (2) 6063-T6 ALUMINUM
'- ANGLES PER BEAM END, SIZE oa23ZdM�SS,ONA��
- I 1/2" PER SPAN TUBE SCHEDULE
EMBED. SPAN TUBE PER
ILI
( DESIGN SCHEDULE ' o
ACCESS HOLE L *i
1/4-20 MACHINE BOLT W/NUT @
EDGE OF ACCORDION z z o w o
SHUTTER BLADES g U 12" O.0 OR #14 x 3/4" SMS 6" O.C. Q p o u O
ui_ rnLnu
]Fq
3.5" MIN h� W2 LLU � rn�N
LL ox w
TYPICAL -- 1/2" MAX. W W O = x
5 6 `ww Z wwU ��a
x
VA E MIN 3 16 Uk < "QI -,L-u
2.875"� HOLE TO RECEIVE EDGE w u O r m o z
3 ( DISTANCE nn MIN. GLASS 13 J z wi Z_ ` EL a' 0 4-w
ROUND WINDOW ASSEMBLY) EXISTING �l w O j O 1 J ,W z
MAXIMUM OF 3 WINDOWS SEPARATION11' U w ^
GLASS OR PER TABLE 2 p o " _Ca u
o PER EVERY OTHER BLADE Z, tY w LL 2 u
DOOR ypU (nw Fw
LL i 3" MIN
LIGHT-N-VIEW WINDOW oLu o EDGE 1/2" MAX < w Q
N.T.S. EXTERIOR ELEV 0 0O DISTANCE to a-
z to ca
o O O C7 iL 3 16 1/4" MAX. FROM PIN GUIDE ^t
N N w a z TO BUSHING WASHER (TYP.)
U
LL
m ~ w o a ACCESS 1/4-20 MACHINE BOLT W/NUT @
o M cn r 1/2 HOLE 12" O.0 OR #14 x 3/4" SMS 6" O.C. _j
IL 2.875"0 HOLE TO _ SPAN TUBE PER
RECEIVE ROUND �' '
EMBED. DESIGN SCHEDULE w
WINDOW ASSEMBLY 1/2" (2) 6063-T6 ALUMINUM Fe7E rn
AX. ANGLES PER BEAM END, SIZE -C Q oM
a]:r
E EXISTING PER SPAN TUBE SCHEDULE O mM
m O- m �
HOST 1/4"0 THRU BOLTS SEE BEAM LL
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS �m. z ui
0 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN � g Q
N EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM
N SPACING,AND 3" MINIMUM EDGE DISTANCE w w
0.125" 0.125" p
J 0.032" 0.032'
w MAX. DESIGN LOAD = f 72 PSF ¢ oo g
3 SPAN TUBE SECTION
0 0.196"
N.T.S. VERT SECTION
U
2 4$0
a / SPAN TUBE SCHEDULE
E \ ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE
1 ANCHORS PER
o z ROUND TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
Q SIZE SPAN w o �2 , w
o U WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 6 � - R errs
s 1 n a ASSEMBLY
TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o v N o m
2 M 60" 123.8" 135.2" 2 2 2 3 4" T' o o
o 2"x5"x Y m m J m z w w-'
y 96 101.7" 106.9" 2 2 3 3 7" 7" x J J J J u i o
0.125" 0LLYLLULLof g��
- 123" 89.9" 94.4" 2 2 3 3 7" 7" Z a w
a C-
w 60" 129.1" 157.0" 2 2 2 3 4" 7" z z
mp >
lY J
p' \ 2"x6"x G 1e U 1C W W U z o y
/ 96" 114.8" 124.1" 2 2 3 3 7" 7" s
0.125" LL 3'-
o�op
1 123" 102.8" 109.6" 2 2 4 4 10" 10" z 6 z
woos
60" 138.0" 196.9" 2 2 3 3 7" 7" g w_
w
<w
a 0.188" 2 x8 x 96" 122.7" 155.7" 2 2 3 4 7" 10"
�2.875" o 03.250" � 0.125" w
' 123" 115.4" 137.5" 2 3 4 5 10" 13" Y w w
m \ / 60" 158.1" 240.0" 2 2 3 4 7" 10' 4 v m m m m
ww�
U U U �000
2"x 10"x n LL LL LL rc@ N
96„ 140.6" 229.9" 2 3 4 6 10" 16" W o w a 2 w
LIGHT-N-VIEW WINDOW
o.1a7s'
123" 132.2" 203.1" 3 4 5 7 13" 19"
2^�n \ / COPYRIGHT ENGINEERING EXPRESS
7 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ / SPAN TUBE SCHEDULE NOTES:
1. USE 2"x3"xl/4" OR 2"x5"xl/4"ANGLES FOR 2"x5" &2"x6" BEAMS. 20-26160
2. USE 2"x5"x1/4"ANGLES FOR 2"x8" &2"x10" BEAMS. SCALE: -
0 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION:
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS.
R 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
o 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
N 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
$ 6. LAP BEAMS ARE NOT ALLOWED.
N 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
0
FRANK
PE
ANCHOR SCHEDULE: CONCRETE PE#004ENNARDO,88
PE#0046549 CA#9885
0
2.5" MIN EDGE DISTANCEV1BENh
�e"se 9 0
«;
~ Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" _*
D LOAD
CONN TYPE CONN TYPE CONN TYPE a''
0� ANCHOR (psf) 04/23/2627SS;ONA
xcn Cl C2 IC3 C4 C5 Cl C2 I C3 C4 C5 Cl C2 C3 C4 C5
1/4"ITW TAPCON OR ELCO 43 16.0" 16.0" 15.0" 16.0" 16.0" 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 16.0" 16.0" 10.5" 14.5" 16.0" 16.0" 12.0" 7.0" 10.5" 16.0" 15.0" 7.5" 4.5" 7.5" 10.5" o N
EMBED(3192psi 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" Z �
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" 10.5" 7 / 8 COMBINATION ® w M 0 2:
F_ fy) y 0
100 15.0" 7.5" 4.5" 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 x S (TYP.) 9 / 10 COMBINATION w rn cn U
1/4"MILLENIUM MILLFAST 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 9.0" 13.5' 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" W LL N LL s.n N
WITH 1-3/4"EMBED(3275psi 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" W p = x ce
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 Z w w U X
'n zLu
70 16.0" 12.0" 7.0" 11.0" 16.0" 14.0" 7.0" 4.5" 8.0" 10.5" 13.5" 7.0" 4.5" 7.5" 9.5" UQL
Q W o w
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" �/ O t m o z
1/4" DEWALT CRETEFLEX 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" 8.0" 13.0" 16.0" W^� O N 0 U w
1 x S (TYP.) 2 x S ITYP.) 0 J M z w
0 SS4 W/2" EMBED(3350psi 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" 0*i H z
o MIN CONIC) 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" LL U
ry 70 16.0" 16.0" 10.5" 16.0 16.0" 16.0" 10.5" 7.0" 11.5" 15.0" 16.0" 10.0" 6.5" 11.0" 14.0" U) W F w
100 16.0" 10.0" 6.5" 11.0" 14.0" 16.0" 10.0" 6.5" 11.0" 14.0" 16.0" 10.0" 6.5" 11.0" 14.0" O W
LL 1"MIN EDGE DISTANCE NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. 0
Cl c2 c3 ca cs Cl c2 c3 c4 cs Cl c2 c3 ca cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0" 16.0" 7.5" 8.0" 16.0" 16.0" 16.0" 5.0" 5.5" 16.0" 16.0" 9.0 3.0 4.0 14.0"
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" 14.5" 7.5" 10.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE N
ANCHORS ONLY
N EMBED(3192psi MIN CONC) 62 16.0" 15.5" 4.5" 5.5" 16.0" 16.0" 9.0" 4.0" 14.5" 14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE ® WITH Ln
0 1 OUTSIDE ANCHORS ONLY rl
m 70 16.0" 12.5" 4.0" 5.0" 16.0" 15.0" 7.5" 11.0" 14.5" 7.5" 10.0' m
100 14.5" 7.5" 10.0" 14.5" 7.5" 10.0" 14.5" 7.5" 10.0"
a 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" 13.0" 7.0" 4.0" 6.5" 10.5" w
WITH 1-3/4"EMBED(3275psi 53 16.0" 16.0" 8.0" 11.0" 16.0" 16.0" 9.0" 5.0" 7.5" 16.0" 10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: w
_ MIN CONCRETE) 62 16.0" 11.5" 6.0" 9.0" 16.0" 13.5" 7.0" 4.0" 6.5" 11.0" 10.5" 5.5" 5.5" 7.5" '*� '8
70 16.0" 9.5" 5.5" 8.0" 16.0" 11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
w 1��
ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE Ct 2 Q M
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). ;
1-1/4" MIN EDGE DISTANCE q cp -i
zo 1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, z 7 Q
U) U ANCHOR W/7/8"EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR v-m z
w
cq 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 �7 Za u J
N (3000psi MIN CONIC) 53 16.0" 15.0" 6.5" 8.0" 16.0" 16.0" 8.5" 4.0" 6.0" 15.5" 10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. Z ap
n 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" 7.0" �" LU
w
M � 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. c �
* 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"
LL 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 o Q
_0 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER v
1/4"ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
N
ANCHOR W/7/8"EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF
N 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"
a
(3000psi 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
2 62 16.0" 16.0" 10.5" 16.0" 16.0" 16.0" 11.0" 7.0" 11.0" 16.0" 16.0" 8.5" 5.5" 9.5" 12.0" ONLY.
*� 70 16.0" 15.0" 9.0" 14.0" 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
E 100 16.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 9.5" 12.0' IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT
1/4" DEWALT SS DROP-IN 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
oFINISHES.
W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 C5 w o
1" EMBED(3000psi MIN 43 16.0" 16.0" 14.0" 16.0" 16.0" 16.0" 14.0" 8.0" 12.5" 16.0" 14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS ¢ N N N o
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 ADEQUATE WOOD FRAMING v ",LLwp
2 MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR o pop
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 CLOSURE PIECES. = m m m z 6o�w
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" 0 u- Y u- 0 u- w o
8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER z z z ter:
x 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" m J
3 1 2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" 3 3 m xoy=
1/4"DEWALT SS DROP-IN / EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL c Y L3 Y w = S ��o<
W/1/4-20 SS BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. LL3 0 0
m1" EMBED(3000psi MIN 43 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 14.5" 9.0" 13.5" 16.0" 15.0" 7.5" 5.0" 9.0" 12.0"
c CONIC 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN ws�
T ) 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 HEAD,TRUSS HEAD, OR WAFER z a--o
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. N > a y <
* 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"
Y w w � mow'
R' U U U Uo��
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ¢ m m m m Busy
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" w W o B.
ti 2"MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, w z
#12 SMS W/2" EYEWALL Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 NUT OR WASHER WINGNUT. COPYRIGHT ENGINEERING EXPRESS
ARMOR INSERT W/2"EMBED 43 16.0" 16.0" 11.5" 14.0" 16.0" 16.0" 16.0" 7.5" 10.0" 16.0" 16.0" 9.0" 4.5" 6.5" 13.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 2O-ZG 1GO
(2000psi MIN CONIC) 53 16.0" 16.0" 8.5" 11.0" 16.0" 16.0" 11.5" 5.5" 8.0" 16.0" 14.0" 7.0" 3.5" 5.5" 10.0"
a 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" 11. WHEN ANCHORING TO HOLLOW BLOCK, SDS DRILLS SHOULD NOT BE USED TO SCALE: - -
o DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION:
70 16.0" 12.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" 10.5" 14.0" 7.0" 3.5" 5.5" 10.0' CONCRETE SCREWS TO HOLLOW BLOCK
E 100 14.0" 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5" 10.0"
0 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE
v #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" OF
ARMOR INSERT W/2.5" 53 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 12
EMBED(2000psi MIN CONC) 62 16.0" 16.0" 9.5" 13.5" 16.0" 16.0" 11.5" 6.5" 9.5" 16.0" 16.0" 9.0" 5.0" 8.0" 13.0"
N 70 16.0" 16.0" 8.0" 11.5" 16.0" 16.0" 9.5" 5.5" 8.5" 14.0" 16.0" 9.0" 5.0" 8.0" 13.0"
100 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0"
0
FRANK .. PE
11•
Lel • ' Ill 03 0 Le 0
is
Spans2-3/16" MIN EDGE DISTANCE 3-1/8" MIN EDGE DISTANCE
•To . 1 Spans Up To 8'-3" Spans Up To 1 Spans Up To . 1 Spans Up To 8'-3" Spans Up To 1
• ' CONN TY E CONN • •NN TY E CONN TY E CONN
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1-3/4" EMBED(2899psi MIN
WITH 1-3/4"EMBED
(3500psiMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMIN CONC)
1
304 SS DEWALT TAPPER
EMBED(3000psi
MIN CONC)
■mmmm�mmmm�mmmm�mmmm�mmmm�mmmm� .�
• • • !oj •
SpansI"MIN EDGE DISTANCE 2-1/2" MIN EDGE DISTANCE
.To • 1 Spans Up To : -3 Spans Up To 1 Spans Up To • 1 Spans Up To :-3" Spans Up To 1
• ' CONN TYPE CONN • •NN TYPE CONN TYPE CONN
-
• mom®' m�mm V///��///0m®P,//�/�//O/N//�/�=01 m m m m m�m m mmm0/�V///�.m= _ •
• ®®' ®' �M E//�,®' �rMIX0,r/E,v///xm M//�/// Z//N M/�/WE�/m m m m m m WX0,m .�//� - ..
DEWALT ULTRACONm m m mmm ////mmmMMEV///i%///i=%/////.%/////;%/////:%/////:%//%mmmmmmmmmmm%010/1 ///,%//%/=
WITH 1-1/4"EMBED ' //% ///mm"'//////%////%////m%/////.%//%.%//%.%//%.%/%/mmmmmm®%//%i®m=%//%%//%%//%m -
mm%//%%//EME/01m%//%%//%%/%%//%%//%%//%%//%%//%%//%%///mm%////mmm%/////.%/////.%////mm%//%i%//%%//%im
%//%%//%%//%%//%WME/1/%'/////%'///%%'/////%'/////%%//%%////"///////%////%/////.m%/////,%/////.%/////.mm%//%%//%mmm%/ZZ//,O%:%//%m ,
• m®mmm®mm%///% /,m®®®®®M®%//%m M®00//%%//%im
ANCHOR EMBED %//%
mmrME/1 OWN,mmm'/////%%///%'//////m%////%////%////%/////.® %////mmm%//%/.%//%/.%//%/.%//%/.mom/%%//%M,r//Z//%
• SOLID-SET 1-1/4" MIN EDGE DISTANCE 2" MIN EDGE DISTANCE
: �mmmmmmmmmmmmmmmmmmmmmmmmmmmmmm
1/4-20 SS MACHINE SCREW
3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE
1-3/4" EMBED
' ■ mmm%//%®m®%////%////%////mm%/////,%/////..%/////.®mmmm®mm%//%immmm%//%mm ������� - _
■mmmmmmmmmmmmmmmmmmmmmmmmmmmmmm ������� .
m%///%////%////%////%/////.%/////.%/////.%/////.%/////.%////%////%///%%////%//%i%//%immmmmm®mmmmmmmm
NOW/1 m /i/ E.,m WME'll / / / / ////i////ONE /i mmi////mmm //// ////mmm //// mm
1-9/16" MIN EDGE DISTANCE 3-1/8" MIN EDGE DISTANCE
WITH 1-1/4"EMBED ■m000mmmm0mmm0mmmmmmmmm0mmmm00m
mm m //% /imp / /i /i/m /i ME, 0// ////mmmmmmm ////®mom //% //% //%m
®mm //% ///mm iii ii =m 01 ME/1 / M ON,mm=mmm//// ////mmm //// //% //% //% � • �
mm ii E,ON m ZONrME/MMEVZONV0/MMEJJMWEMMEMM� iii/mm ii/�mmm % //% //%mm //% //% //m
PAGE DESCRIPTION:
m%////%/////,%/////.%//// %////1%///�%//%%///%//%%//%%//%%//%%//%%//%m%//%%//%rM %//%m%//%%//%%////%////m%////%////%////
- •12
- • • 10
FRANK BENNARDO,PE
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PE#0046549CA#988
■ PE#0046549 CA#9885
2"MIN EDGE DISTANCE
�j Spans Up To 6-0" Spans Up To 8'-3" Spans Up To 12'-0"
s..
LOAD CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (psf) 04i23i4Fs"'° Es'
x m Cl C2 I C3 C4 C5 Cl C2 I C3 C4 C5 Cl C2 C3 C4 C5
#12 SMS W/2" EYEWALL 43 16.0" 16.0" 7.5" 9.0" 16.0" 15.5" 8.5" F2FTq 6.5" 15.5" 8.5" 4.5" 4.0" 7.0"
Y 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" 1.�1 tD N
o 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" Z a m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" ® W �'� o
100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" Q'^ W rM u O
ANCHOR SCHEDULE: WOOD (G=0.55) WW �NJ �XW
W U� LL owm
O 2 awa
3/4" MIN EDGE DISTANCE r�nn� >UjLuQ Z w
�j Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" ` O a m w z
rn Ln LOAD CONN TYPE CONN TYPE CONN TYPE Z O� J ,z w
v O F ANCHOR (psf) lt N D U w
x cn Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 W W O r w w z
0 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" 16.0' � �
a 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" 16.0" U) 0! F w
n 62 16.0" 16.0" 7.0" 8.5" 16.0" 16.0" 14.5" 5.0" 6.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" O W
70 16.0" 16.0" 6.0" 7.5" 16.0" 16.0" 12.5" 4.0" 5.5" 16.0" 16.0" 11.5" 4.0" 5.0" 16.01, C1
100 16.0" 11.5"]4.5
5.0" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 16.0" 11.5" 4.0 5.0" 16.0"
o U 7/16"WOOD BUSHING WITH 43 16.0" 16.0" 10.0" 16.0" 15.5" 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0"
m o 1.13"MIN EMBED&1 4-20
/ 53 16.0" 10.5" 8.0" 16.0" 11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0"
N SS MACHINE SCREW 62 14.0" 8.0" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0"
70 12.0" 6.0" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0"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"
o 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" LL
SCREW WITH 1-3/4" MIN 53 16.0" 16.0" 9.0" 11.5" 16.0" 16.0" 15.0" 6.0" 8.0" 16.0" 16.0" 9.5" 4.0" 5.5" 13.0" L
THREAD PENETRATION w -
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" 13.0"
70 16.0" 16.0" 6.5" 8.5" 16.0" 16.0" 10.0" 4.5" 6.0" 14.0" 16.0" 9.5" 4.0" 5.5" 13.0" �'�i $ p o
1■�
100 16.0" 9.5" 4.0" 5.5" 13.0" 16.0" 9.5" 4.0" 5.5" 13.0" 16.0" 9.5" 4.0" 5.5" 13.0" w�,2 O M
E ■ C1� CD J
ANCHOR SCHEDULE: WOOD (G=0.42) �? � U w
cq 3/4" MIN EDGE DISTANCE
�j Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" v~i
M U*)� LOAD CONN TYPE CONN TYPE CONN TYPE
O�- ANCHOR (psf)
LL x m Cl C2 C3 I C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 o Q
O J
1/4" LAG SCREW WITH 1-3/4' 43 16.0" 16.0" 9.0" 10.0" 16.0" 16.0" 16.0" 5.5" 7.0" 16.0" 16.0" 9.5" 3.5" 4.5" 15.0" � v
N 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" N ri
N N 62 16.0" 16.0" 5.5" 6.5" 16.0" 16.0" 9.5" 3.5" 5.0" 15.0" 15.0" 7.5" 3.0" 4.0" 11.0" a
y v 70 16.0" 13.5" 4.5" 6.0" 16.0" 16.0" 8.0" 3.0" 4.0" 11.5" 15.0" 7.5" 3.0" 4.0" 11.0"
02 11 0 100 15.0" 7.5" 3.0" 4.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0" 15.0 7.5" 3.0" 4.0" 11.0"
C7
#14 SMS OR#14 WOOD 43 16.0" 16.0" 8.5" 10.5" 16.0" 16.0" 12.5" 5.5" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" 10.5"
0 SCREW 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" 10.5" 5.5" 2.5" 4.0" 7.5"
E 0 THREAD PENETRATION 62 16.0" 11.5" 5.0" 7.0" 16.0" 13.0" 6.5" 3.5" 5.0" 10.5" 10.5" 5.5" 2.5" 4.0" 7.5"
U
o° 70 16.0" 9.5" 4.5" 1 6.0" 16.0" 11.0"1 5.5" 1 3.0" 1 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5"
c a o
100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" w m oe�
_
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK p N
a
mvwim � o
y "za
zro
a 4"MIN EDGE DISTANCE z Y " U "
d ak a
w u Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" w w 3 m3�=
cn� LOAD CONN TYPE CONN TYPE CONN TYPE c Y U Y
m xo
t O F ANCHOR (psf) 3=
c =cn Cl C2 C3 C4 C5 Cl I C2 C3 C4 I C5 Cl C2 C3 C4 C5 00�
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c 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" o00
2-1/4" MIN. EMBED 53 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 16.0" 16.0" 16.0" 12.0" 7.5" 12.0" 16.0" o a wl
4 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" E
Y w w
ww
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" m m m m �'
goSy
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" w
E; w a o N p o
R U U
o v 5/16" DEWALT ULTRACON 43 16.0" 16.0" 10.5" 14.0" 16.0" 16.0" 10.5" 6.5 9.5" 16.0" 11.0" 5.5' 6.5" 9.0"
w O W/2 1/4" MIN. EMBED COPYRIGHT ENGINEERING EXPRESS
J 53 16.0" 13.5" 7.5" 11.0" 16.0" 14.0" 7.5" 7.5" 13.5" 9.0" 6.5"
LL w 62 16.0" 10.0" 6.0" 9.0" 16.0" 11.0" 5.5" 6.5" 9.0" 9.0" 6.5" 2 0-2 616 0
4-w 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.5" SCALE: -
- O Q� 100 9.0" 5.5" 6.5" 9.0" 5.5" 6.5" 9.0" 6.5"
d Z PAGE DESCRIPTION:
L9 Ov 2"MIN EDGE DISTANCE
Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5
m #12 SMS W/2" EYEWALL 43 16.0" 16.0" 9.5" 11.5" 16.0" 16.0" 14.0" 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" 16.0" 9.5" 4.5" 6.5" 16.0" 11.5" 6.0" 3.0" 4.5" 8.5" 0
1 2
N 62 16.0" 13.0" 5.5" 7.5" 16.0" 14.5" 7.5" 3.5" 5.5" 12.0" 11.5" 6.0" 3.0" 4.5" 8.5"
N ANCHOR NOTES: SEE SHEET
70 16.0" 10.5" 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" 9 FOR ANCHOR NOTES.
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" 4.5" 8.5"
ACCORDION SHUTTER SYSTEM PE#N 046549 CAO#9885
ALTERNATE MOUNTING OPTION-
69" :Pa,
MAX DESIGN SCHEDULES 04/23/225
S ONA ,
SLAT
SPAN OPTION 1 OPTION 2 Z o
(1)200.25 ANGLE(6063-T6) (2)200.125 ANGLES(6063-T6) o w m o 2
(2) ANCHORS Q'pn^ O
O O ALLOWABLE DESIGN ALLOWABLE DESIGN YJ w v
PER SIDE, SEE NOMINAL PRESSURE NOMINAL PRESSURE W v D W-i
DETAIL 3/12 WIDTH WIDTH W u,U) °a w
POSITIVE(+) NEGATIVE(-) POSITIVE(+) NEGATIVE(-) O LLj= w a
NOMINAL WIDTH w U SO
PER SCHEDULE 42 151 psf 200 psf 42 80 psf 173 psf Z� Q —�w
i TYPICAL ELEVATION OPTION 1 [�a �Q w W"
45" 131 psf 200 psf 45.E 69 psf 151 psf O t m o z
12 12 N.T.S. EXTERIOR ELEV 48" 116 psf 177 psf 48 61 psf 132 psf �� E N M z w
cD 51" 102 psf 147 psf 51" 54 psf 117 psf 0 1 w W z
o ACCORDION SHUTTER SYSTEM "
54" 91 psf 124 psf 54" 48 psf 105 psf a z
N 82 psf 106 psf 43 psf 94 psf w w
57" p p 57" p p w
O W
J 80" 74 psf 91 psf 60" 39 psf 85 psf p
63" 67 psf 78 psf 63" 35 psf 77 psf
a
0 69 66" 61 psf 68 psf 66" 32 psf 70 psf
N MAX j69.E 56 psf 60 psf 69" 30 psf 63 psf r4
SPAN .. 72" 51 psf 52 psf 72" 27 psf 56 psf Ln
0 75" 46 psf 46 psf 75" 25 psf 49 psf M
o (Z) ANCHORS O 78" 41 psf 41 psf 78" 23 psf 44 psf LL
IL O PER SIDE, SEE 81 37 psf 37 psf 81" 21 psf 39 psf N r
DETAIL SEE NOTE: DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR w
I NOMINAL WIDTH l DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. o
PER SCHEDULE SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE n a, O m
I c a a l
2 TYPICAL ELEVATION OPTION 2 PERMITTED IN DESIGN SCHEDULES. 4 m
4 z a u-
N.T.S. EXTERIOR ELEV U J
12 �2
N SHUTTER SYSTEM r � 0
N SHUTTER SYSTEM ��- W w
LL og
0 2"x3"x0.25" 6063-T6 2"x3"x0.125" 6063-T6� < �
v
o CONTINUOUS ANGLE j CONTINUOUS ANGLE c
o SUPPORTING SHUTTER TRACK SUPPORTING SHUTTER TRACK z z a_(ni
0
/// � � � �
a Y4" LAG SCREW WITH 2" W g Y4" LAG SCREW WITH 2" W g
THREAD PENETRATION Un THREAD PENETRATION cn
AND%" EDGE DISTANCE AND 3/" EDGE DISTANCE
o TO G=0.42 MIN. WOOD, TO G=0.42 MIN. WOOD,
CENTERED IN LEG OF CENTERED IN LEG OF w o �2 2
2"x3x0.25" ANGLE 2"x3"x0.25"ANGLE o N o m
j o Z s
a = m m m
U w 1 w U w Of -z-o
w G=0.42 MIN. WOOD G=0.42 MIN. WOOD ANCHOR NOTE: 1i MILLENIUM MILLFAST SCREWS W z z m o
m HOST STRUCTURE j CEILING HEADER HOS%STRUCTURE j CEILING HEADER T8C ULTRACOTE MAY BE USED IN LIEU OF THE LAG / Y Y <-.o
w j N j N SCREWS CALLED OUT ON THIS SHEET UTLIZING THE 3
SAME CRITERIA. za�a
o
a 1/4-20 316 SS THRU-BOLT SPACED 1/4-20 316 SS THRU-BOLT ¢ =3�
12" O.C. MAX OR#14 316 SMS OR SPACED 12" O.C. MAX OR#14
" LAG SCREW WITH 2" SDS SPACED 6" O.C. MAX. FASTENER _ "
/4 LAG SCREW WITH 2 316 SMS OR SIDS SPACED 6" _
�" " a m m m m m
THREAD PENETRATION SHALL BE LOCATED 1" FROM ENDS. THREAD PENETRATION O.C. MAX. FASTENER SHALL BE w
U AND%4" EDGE DISTANCE AND%" EDGE DISTANCE LOCATED 1" FROM ENDS. a:
TO G=0.42 MIN. WOOD, TO G=0.42 MIN. WOOD, COPYRIGHT ENGINEERING EXPRESS
CENTERED IN LEG OF 2"x3"x0.125" 6063-T6 ALUMINUM CENTERED IN LEG OF 2"x3"x0.125" 6063-T6 20-26160
ANGLE, 2" LONG, ONE PER END / CONTINUOUS
NG SHUTTER TRACK SCALE: -
2'x3'x0.125' ANGLE 2"x3x0.125" ANGLE
OF 2"x3"x0.25"ANGLE. -
PAGE DESCRIPTION:
TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT
3 OPTION 1 4 OPTION 2 O2
0 12 N.T.S. VERT SECTION 12 N.T.S. VERT SECTION
N
N
O