HomeMy WebLinkAboutAPPROVED AccordionEngineeringNOA FRANK BENNARDO,PE
PE#0046549 CA#9885
PROJECTION VARIES
2.874" 4.874" MAX. �eEHy ,
0.115" _nvI -
0 �
TL �0.080" i210.062" 0.450" �0 0.125" �1.830" 0.062"
b 1.708" 0.100"N1.708" 0.1001, ^' - 0.080" 0.063"0.195" oa 0.195" o T2.820"0.060" .070"- N 0.060" N z
T 0.125" rt. 0.630" 0.630" 0.062"-4 1.908' -A W M m o o
1.993"
0.630" 0.062" 0.062" ,^_ r' w(f] ui m J 'b N u
0.630" � 0.143" 0.096" w� um ,;w vi
1.069" 0.971" ; 0.971"t 0 143 LL In LL"'a Lu
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0.062" "•200" 40.062" p,200" 0.06p' ; 0.630" .� -� �> zW
0.06 0.062" a
�1.069" Y 1.069" fir' 1 `D�CL' a W W Z
Z' \ Om m
SUPPORT LEG OPTIONAL 0.200"J 0.062" 0.20ce
0" '\ =N Azw
5.745" MAX. 1.069" 0.062" 1.069" W 11J o w^W z
0 5.745" MAX. ?� U. of
z
OWALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL oLn w ~w
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
LL
g WHERE SHOWN, SCREW BOSSES
N &FELT GROVES ARE OPTIONAL N
ON ALL EXTRUSIONS
Ln
LL 0.874"�- 2.655" 0.875"
2.195" J
0 0.510" 2.195" 1.230"
1.229" 1 0.105" 0.060" N
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2.655" N Oj �.c o a m
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1.069" 0.105" �^ in X 3 ry o
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0.105" v 0.075" N �� w w
4.510" - - - - - - 0.994" � �� 0.044" F o 0
LL
0.781" 0.07 NOTE: TESTED TRICKINESS OF � g
4.510" -3.506" � BARE METAL W/O PAINT IS 0.039" N
Oj SILL Og SILL ADAPTER Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR GADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADI �O
v SCALE HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
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0.630" 0.06 " � ZN � NNR mp
060"
0.044" 0.227" 0. COPYRIGHT FRANK L.BENNARDO P.E.
0.200"i 20-26160
NOTE: THICKNESS OF BARE 1.069" 0.062" _
�-1.625"-� SCALE:
METAL W/O PAINT IS 0.039"
PAGE DESCRIPTION:
15 6.8 STREAMLINE S- ACK 16 RADIUS CEILING HEADER/SILL 1 6.8 STARTER
E SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
0
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a
N 1�
N
a
FRANK BENNARDO,PE
PE#0046549 CA#9885
1.950"
�0.125" 0.610" STAINLESS STEEL 1 0.280"# NYLON WASHER OR
ASSEMBLY 0.43011 ALUMINUM
0.357"
T0.320"0 HOLE o50"
0 LU T 0.276" oe ixrz sa,nun'
o z + #10 x 2-3/4" 410 HT S.S.
0 0 880' NYLON 0 a Lo
°D INSERTS SCREW W/TC ULTRACOTE T* 0.591" �n
ni 0.05 WHEEL -i O 0.1�t INTO COATING ih U p N
TYP TOP&BOTTOM C0 0.062"t z It
1.100" 0.240" TRACK ) N '� 't
L_j .� -�, wm of
NYLON BUSHIIVG W/ WASHER: + Q�ry � r� &u O
u J Wi & i u
1 1 TYP. AT EVERY OTHER fi 0.750" 7/16"0 x 1/2" @ INTERIOR JOINT TOP � w m 9� LL �W w
5" MAX. 0.870" 0.154" 0.137" LL �LA
:INSIDE JOINT AT TOP. 7/16"0 x 1" @ INTERIOR JOINT BOTTOM W w O _�'x-
CYLINDER-SOLID BRASS, NICKEL PLATED EITHER CAN BE USED ON EXTERIOR �y- w LLj U I X
1 g ANGLE HOUSING-ZINC DICAST,POWDER COATED 11 �> Q -z W
22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT a¢ w -Lu
SCALE: HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 26 a o m W Z
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE Z oZ~
3 OR KEY/THUMB TURIV OPERATED INSIDE. N 4 U,w
3 f �o.z5o" 23 # U w ���
o,� JMW W
o O BRASS PUSH LOCK ���
SCALE: HALF SIZE w
cn w w
R0.155" 7; oLu
M -1.978" 2.125" ''
LL
4.000" 0.236" 1.742" 0.286" 1.603" ''
RO.500" 1.710" 1.224" 0.267"
0 0.500" 0.623"
N N ^ 0.790" 0.090" 0.319" 0.531" 0.531" w N
vi 0.064" M 0.28 6' ^ u'
0 2.250" �' � 0.09 00 - r T co
0.250" o o o �6' 0.607" 0.607" rn
N `n
0.118" 0.224" l 0.239" �' rn n � n M �
3 0.060" 0.496" `n � o' o' � v in
2.000" 0.240" .- .- 'i o
2.750 Q M
1.758" �, N a,z o M
D27 RAINGUARD DECORATIVE LLOOR TRACK 28 3.476" o- " m
SCALE: HALF SIZE SCALE: HALF SIZE 0.160" f 0 222" f 0.240" zm o z
r 1.001" 0.062" 0.062" 0.062" 0.176" w
ro XNOTE: DECORATIVE FLOOR TRACK ^� U
N MAY BE ATTACHED To ANGLE PER 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER cu Q
DETAILS Cb/5 OR Ca/6, SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE �' w
m
�0.062" o g
Q o
5.500"x 13/16" WIDE i } 0.400" �0c c
7/16"0 STAINLESS
N ' A '167 G STEEL NUT O
LL T 30
0.125" w
0.188" v 4� 0 0.438"
00 5/16-18x1 MACHINE SCREW -- ��,
- 5/16"0 INTERNAL N w
TYP• STAINLESS STEEL 0.121"
T 4.500" t t 0.689" POWDER COATED, ZINC DIE-CAST THREAD M W o a o g p
o SECTION A HEAD STYLE VARIES 1.050" n " °_° �
DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW Y m J m ago
a INDUSTRIAL SYSTEMS (OPTIONAL) SCALE: FULL SIZE SCALE: FULL SIZE ^ 0 0.254" 40a 40b 40C 0 U. YILL c� of m
Lu SCALE: HALF SIZE ^i r J J m m
35 BOX LOCK o.319'
_= SCALE HALF SIZE - END STRIP 1' o Y U Y U.
2.000" P EE
2" & 3" EXT p�a9
}-1.625"--} 1.500" r 0.125" o
0.125"i SCALE: HALF SIZE w W o
0.050" 0.093"
U U U
0.125" U 2,018" rnmmmm wao
RJ S2 a
0.085" 0 5I10 o � zc�3ciNNR mP
O o 0.125" COPYRIGHT FRANK L.BENNARDO P.E.
o n 0
0.250" ^' 0.093" ``' 20-26160
0 0.085" ni N_
N SCALE: -
Y r .062" PAGE DESCRIPTION:
io • 7.000" i of
O (2?0
2X7 ANGLE ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE RECESS SILL
SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE
N SCALE: HALF SIZE SCALE: HALF SIZEQ3
A
ro
0
FRANK BENNARDO,PE
PE#0046549 CA#9885
F ANY ANCHOR PER ANCHOR EDGE DIST.
SCHEDULE @ 18" O.C. EXISTING DIST. k "=
GLAZING -�
i SEE END STRIP
z N SCHEDULE FOR MAX.
6871212 3gAy .•'
O z N SPAN WHEN USING
`JL ALT. ANGLE EMBED p
0 LEG DIRECITOIV p _ _ 20, 40a, 40b OR 40c,
EMBED. 7 z a (INTERIOR) I 1/4" OR 6.8 STARTER U o N
£ W 17 z w g MAX. WITH 21 OR 25. Z f
V1 to 1 7 p f
MIN. 0.062"THICK 6063-T6 ALUM. (f] w� M �co uu
30 ANGLE 1" x 1" MIN. TO 2" x 5" MAX. 21 25 W[� a LL in
EDG ANGLE LEG MAY BE REVERSED
LL B1aw
DIST. ( ) uj FASTEN ANGLE TO TRACK W/ z�yw- 0 Ls V tF x X
38 ANY ANCHOR PER ANCHOR (2) #10xi" SCREWS AT �L _
SCHEDULE @ 18" O.C. RNER,TOP⊥ AND a a Q w o 22 a
ATTACH TO 6.8 STARTER W/ p [0 o z E
13 13 13 13 #12 x 1/2" GALVANIZED OR S.S. SMS, #12 x 1/2" GALVANIZED OR 7 X N A 0 w
30 S.S. SMS 3/16"0 ALUM. POP 0 J �+z w
6.80" (TYP ) 3/16"0 ALUM. POP RIVET, OR 1/4-20 RIVET, OR 1/4-20 MACHINE 0 W^W z
o USE(1) BRASS PUSH LOCK OR (1) MACHINE BOLT&NUT @ 18" O.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18" O.C. ?� LL rn f l7
N
(EXTERIOR) 5/16-18 T UMB SCREW INTO THREADED W TIH 6.8 STARTER AND ANGLE cn z
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE: 3" = 1'-0- ANY TRACK W/ p W
CO FROM BOTTOM OF SHUTTER. RECEIVING SCREW BOSSES.
TYPICAL PLAN VIE pVIEWEND STRIP SCHEDULE
HOLE SHALL BE 3/8" MAX WIDTH, UP TO PSF SPAN
SCALE, 3" 1'-0" 1" HEIGHT.
� 1"B/O(2.7") 62 108"
N 72 100" ry
o qp 82 94" ri
m USE (1) BRASS PUSH LOCK 112 80" Ln
u- OR (1) 5/16-16 THUMB 132 75" m
P, SCREW I 0 THREADED LOCKING DETAILS FOR 2 g/p(37") 62 95" SEE END STRIP
o INSERT 37 AT 1/3 SPAN CENTER MATES 72 88"
y ao SCHEDULE FOR MAX.
IL TO 2/3 AN FROM SHOWN ON RANDOM 82 83" z N SPAN WHEN USING
BOTTOM OF SH TTER. cn c�
RECEIVING HOLE SHALL BE 30 DETAILS 3"B/O(4.7") 62 86" o 20, 40a, 40b OR 40c, ��i E�
5 3/8" MAX WIDTH, UP TO 13 ao 72 74 „ o o rn
t O 82 74" 1 4 OR 6.8 STARTER � < o
c 1" HEIGHT, ALT.1"B/O W~ MAX. I a� ~rnz O m
30 62 110" Z a a WITH 21 OR 25. 1�1
2.7" 72 102" to� �.�o a m
v ( ) 82 95" z S Q
20 112 81" 40 40c USE APPROPRIATE O _m z
mF-1 132 75" STARTER STRIP TO c } a U J
"x3" 45 93" 40b 20 PROVIDE CLOSURE a
x0.093" 52 87" FOR
3 57 83" BUILDING CONDITIONS. W p
60 81"
zt 64 78" FASTEN STARTER STRIP o g o
0 1 (INSIDE) 70 75" TO TRACK W/ (2) #10x1"
73 73" SCREWS AT CORNER, TOP cn
n`°i 2"x3" 45 139" O a
0 x0.125" 52 129" ALTERNATE END STRIP DETAIL & BOTTOM.
a Q 57 123"
ANY TRAC
K W/SCREW0 g SCALE: 3 = 1 -0'
Ln �jj
a 3 a z 64 116" BOSSES.
Q m 70 111"
zaoe 73 109"
o SILL GREATER SPANS OR LOADS THAN
cn o I W SHOWN IN END STRIP SCHEDULE,END c yl
o Q STRIPS REQUIRE A l"Xl".090"CLIP ANGLE H r gJ
(n MID SPAN USING ANY ANCHOR ON THE < N g
� EXISTING GLA55 c �a cip
SCHEDULE /
o 13 SCREW OR 1/4-OBOLTTO END STRIP.
d Y ago
1 30 o w USE (1) BRASS PUSH LOCK (INSIDE) LL Y LL m LL w $€`
USE (1) BRASS PUSH LOCK a J OR {1) 5/16-18 THUMB ��
a OR (1) 5/16-18 THUMB J a 10 z z Hill
c SCREW INI�--TT� THREADED 30 13 a INSERT EW 1370AT RE3 SPADEA SILL Y co x
INSERT (37) AT 1/3 SPAN z a a N
TO 2/3 S�W'AN FROM g�u TO 2/3 AN FROM J E�
BOTTOM OF SHUTTER. (OUTSIDE) na BOTTOM OF SHUTTER l
RECEIVING HOLE SHALL BE
c 3/8" MAX WIDTH, UP T a
1" HEIGHT. 23 y a ffi:�w
TYPICAL OUTSIDE CORNER CLOSURE " m m m mew
35 " o0 � � -
O DETAILS WO/CORNER POST w _ N N RmP
NTS � 13
fiT,-,
COPYRIGHT FRANK L.BENNARDO P.E.
<!17niSILL 31 3215 IDE) 20-26160
USE (1) BOX LOCK AT 1/3
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION:
E Ln Z N BOTTOM OF SHUTTER
0 O TYPICAL INSIDE CORNER CLOSURE a o J °�2
o CC2 DETAILS WO/CORNER POST a m MULTIPLE SHUTTER ASSEMBLY
N NTS a w SCALE: 3" = T-0"
a U)a
FRANK BENNARDO,FE
Cl CONNECTION TYPE PE#0046549 CA#9885
REFERENCE ANCHOR EXISTING HOST ;`� „s""�Ro•.;
SCHEDULE FOR MAX STRUCTURE
SPACING _„.
7" MAX. /4-20 MACHINE BOLT
Cl CONNECTION TYPE = '•.n« '
/ \ REFERENCE ANCHOR 1/2"3 W/NUT (a 12" O.C. OR 0802rz
/ \ SCHEDULE FOR MAX. #14 SMS (7a 6" 0 C.
SPACING IF (TYP. TOP & BOTTOM)Pv f11 N
�
/ \ lJ O�
2 FASTENERS ALUM. TUBE w M of
EACH ANGLE 6063-T6 ALLOY w F Ll�`�y F- M -uO
SEE TABLE A FOR SIZE. (3 � 5 oR 6 oR uO Li. 52S�i viu
Q �� wm V�LL ,o wU7
I w OR 6 Z W LL� ^�En
1" x 2" x 1/8" ALTERNATE THRU BOLT of p =�wowC
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ALUM ANGLE ° f _ REFERENCE ANCHOR sEPARATION w u �Ja �a W oWU'
SCHEDULE FOR MAX. 13 u p �p �w�
m 13 I SPACING PERTABLE2 �� 7k a4 o_0,
THREE 3/16"0 ALUM. °
Q w
U POP RIVETS OR I GLASS _E w Q m Ova W_wz
o THREE #12 SMS, TYP ° 17 I 1 0 OR DOOR n 0 � Q LL 02:
v 3/16"� ALUM. POP Q T 0 ~ !A U)W V-w
LID 17 RIVET OR 412 SMSLL q w O uJ
TABLE A (CC3> [a) 18" O C (TYP ) - // CTFR/Vl _ S OR 6 OR w LL \ w \ 3 0 J u=
PRESSURE VS ALLOWABLE LENGTH
� MAY USE MALE OR — 0 Ln
m 2"x2"xl 8" 3"x3"xl 8" p - N
o PSF No No FEMALE LOCK-SLAT w ❑
m 62 130" 188" 13 ALTERNATE THRU BOLT - 1/4" MAX. FROM PIN M
U- 72 130" 188" C5 CONNECTION TYPE Cl CONNECTION TYPE 'a GUIDE TO BUSHING
4"
o CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR I r -1 WASHER (TYP.) U-
a 82 119" 172" NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. I b,"92 114" 165" SPACING 0 7
J #14x3/4" SMS P 9" O.C. ��� o a
102 110" 160" ---/ ANGLE TO TUBE CONNECTION � F h171
Q o
120 104" 147" 2" x 2" x .125" rnz O m
'.c o M
E TABLE B(
150 97" 131" CC4) EXISTING HOST EMBED. 6063-T6 ALUM. TUBE q-0 o m
v STRUCTURE Z S o Q
U) 200 88" 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE -mom z w
co 2"x2"xl/8" 3"x3"xl/8" EDGE DISTANCE REFERENCE ANCHOR ,_ � Q
N PSF WITH B/O WITH B/O SPACING SCHEDULE FOR MAX F p�
LID w w
r�i 62 113" 166"
FASTENER (c� 18" O.C. O ALTERNATE BUILD OUT MOUNT SECTION Q g g
72 107" 157" C b
o (USE ANY ANCHOR SHOWN SCALE 3'•- 1'- 0"
co 82 101" 147" IN ANCHOR SCHEDULE). - a'
B
N 92 95" 139" O
102 90" 132"
v 120 83" 122"
0
N 150 74" 109" Li
w
E 200 rAll 94" LLJ � m
0 2" x 2" x MIN. GLASS 13 j two
0 3/16 RIVET OR #12 SMS 090" 6063-T6
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o (a� 18" O.C. OR 1/4-20 ALUM. TUBE TYP o w EPARATION T_ Z u ,,,
NUT & BOLT (TYP.). 17 Q J PER ABLE o n J c a c g
3 3/16-0 ALUM. POP Q m
RIVET OR #12 SMS 0 a a GLASS X Z Q n � �
g ALUM. TUBE Q Q a�oo
6063-T6 ALLOY (a� 18" O.C. (TYP.) aLu
OR DOOR p
a SEE TABLE 3 FOR SIZE. tl V LL Y LL LL
2" x5" x1/8" �
w 2 FASTENERS x CONTINUOUS z z
w ALUMINUM ANGLE m
rn EACH ANGLE o Y v Y u p
1" x 2" x 093" 6063-T6 INSIDE71E�
THREE 3/16"4 ALUM. OPTIONAL ANGLE 3 16 0
c ALUM. ANGLE, TYP. 7 ORIENTATION TYP. 17 0 w
0 POP RIVETS OR
, 5 6
17 THREE #12 SMS, TYP. w EQ E0. y a ffi= w
N 0 ° 1" x 2" x 1/8"
v 4 CONNECTION TYPE
OR 2" x 2" x 1/8" EDGE DIST REFERENCE ANCHOR "-' o w 13 LL
U ALUM. ANGLE SCHEDULE FOR MAX, u ? o wE
N
USE MALE OR FEMALE SPACING
COPYRIGHT FRANK L.BENNARDO P.E.
LOCK-SLAT EXISTING CONCRETE,
13 13 BLOCK OR WOOD FRAMING 20-26160
SCALE: - -
o (OUTSIDE) E E PAGE DESCRIPTION:
INSIDE SILL MOUNT SECTION
##12 x 1/2" GALVANIZED SCALE 3"- 1'- 0"
E OR S.S. SMS, 3/16-0 ALUM.
0 CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET, oR v4-2o SIDE CLOSURE OPTIONS Q��
NTS MACHINE BOLT & NUT SCALE: 3" = T-0"
o [a 18" 0.C.
FRANK BENNARDO,PE
PE#0046549 CA#9885
C5 CONNECTION TYPE
8�N
w REFERENCE ANCHOR EXISTING
z Lu SCHEDULE FOR MAX. STRUCTURE k
0 SPACING _+ "
GLASS ❑ ❑ n LL 5"' MAX. 1/4-20 MACHINE BOLT = -•..R ' -
w' C1 CONNECTION TYPE °
Z GLASS w pan zrz „s owl,o
OR DOOR ou u } OR DOOR � w REFERENCE ANCHOR 19_ W/NUT Col 12' O.C. OR
uQ v u- = o SCHEDULE FOR MAX. #14 SMS Ca 6" 0 C.
❑ Z 13 ❑ w SPACING 1/2•• (TYP. TOP & BOTTOM) 0 N
= way MIN. = yJ It
MIN. 13 o w a w GLASS T Z u m /2" Z 'i 't f
1/4"-20 THRU BOLT W/ GLASS X - cp EPARATION
EPARATION a = ff G #14 x 1/2" SMS Ca 12" O.0 PER X Z ❑ z a Ld w- m RYO
LOCK NUT (a� 12" O.C, OR w Q RO
OR�OR f uJ JSPER OR 3/16"� ALUM. POP TABLE2 Q J 0 0 ❑ _ _�// Wirnn 2=) owN2 x 1/2" SMS (al 12" O.C. E.S. TABLE2 z - RIVETS (7a 6" 0 C. OR 1/4-0 Z u N w ❑ R 6 w w� �,zin
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RIVETS Ca) 6" O.0 E S \ w = u Lu w Z� wW U�,IL
IL
R 1/4"0 ALUM, POP RIVETS / 11 AND O _ F w r�[� X
(� 12" O.C, E.S. ASSEMBLY 1/4" MAX. FROM PIN EIN.PARAATSON � w ❑ U� �Q W lwz
m l 1/4" MAX FROM PIN 1/2" TYP. PER TABLE 2 13 a� m �zn
GUIDE TO BUSHING v = ❑
O9 AND 10 GUIDE TO BUSHING WASHER (TYP.) ❑ w 11' w '� �� Cl
ww
ASSEMBLY WASHER (TYP.) m GLASS _ Lo� z U m v L^Lu
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-a, 0
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m / - SCHEDULE FOR MAX. 0 a OW
4 CONNECTION TYPE DIsT � p
w/ EDGE REFERENCE ANCHOR SPACING u
SCHEDULE FOR MAX.
0 n // DIST. SPACING AS SHOWN w S OR 6 OR
3 CONNECTION TYPE IN DIAGRAM ON PG. 9 p 0_ 3 0 16
VV/V�JJJ REFERENCE ANCHOR EXISTING CONCRETE, ❑ OR �8 un
m SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4" MAX. FROM PIN m
/ \ SPACING, ALT FASTENER /2" ,-,
/ SPAN LOCATION. FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING
LL
BACK ANCHORS NOT REQ'D REFERENCE ANCHOR 1/ WASHER (TYP.)
a 1/4" MAX. FROM O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19
WITH THIS LOCATION
Y PIN GUIDE TO SCALE 3 1'- 0" SPACING 5 CONNECTION TYPE VINI -�
3 BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR L'�1 F o N ❑ o
(TYP) SCHEDULE FOR MAX. 1� ¢ m
SCALE 3"= 1'- 0" rnz O m
EXISTING CONCRETE, SPACING �.c o a m
E BLOCK OR WOOD FRAMI EMBED 0:2 m u
w z o Q w
// Ca BUILD OUT MOUNT SECTION _mom
TYP. BOTTOM EXISTING CONCRETE, SCALE 3"= 1'- 0" cu p
BLOCK OR WOOD FRAMING �� w w
M 3 ❑
EDGE DIST. EXISTING
Cg
g NOTE: FOR DETAILS A, B, D AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE a)THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. � ri
N WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR 5 CONNECTION TYPE aD
o SCHEDULE FOR MAX. REFERENCE ANCHOR O a
A MINIMUM OF TWO SETS OF ANCHORS AND 1S A m EQ E
MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK Z B 6 SPACING SCHEDULE FOR MAX.
N USED WITH THE BASE TRACK MUST BE CONTINUOUS w SPACING
N3 16 OVER THE GAPS BETWEEN SECTIONS. 1/2„ 1 RO
w
`E
E w ❑
o F w w ❑
o GLASS w w
m
o OR DOOR GM ASS 13 _ ❑w w
3 w #12 x 1/2" SMS 12 ❑ w w w o a o
(� EPARATIO = = w W 0 w a g�
o ~ w O.C. OR 3/16"Q ALUM. PER u) Z u m F � z ❑ o ��
w > > POP RIVETS C@ 6" O.C. TABLE 2 0 Q GLASS OR 13 _ = m m m
X Z MIN GLASS = = tt LL LL c� LL
o - OR 1/4-0 ALUM. POP Q Q DOOR SEPARATION to~ C) U CID
w 13 = _ w RIVETS C� 12" O.C. z d PER TABLE 2 z o a z z
rn MIN.GLASS ZuED u n x Z � � 33m 5y
`- SEPARATION �LD00Q Qw � Q VolGY � � � �
PER TABLE 2 X Z 0 Z H O O Z O d ' E�
m 1/4-20 S S. MACHINE Q J 0 Q 7 AND 8 1/4" MAX. FROM PIN � "
SCREW & NUT C[� z ❑u d ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING Q w ffo
2" O.C. Q
TYP. WASHER (TYP.) w
GLASS w o - 1/4" MAX FROM PIN
OR DOOR x Z - 4 CONNECTION TYPE 1/2"� �' Z " '_`
w 1/4" MAX. FROM PIN m w ❑ 2 w m M m m m
Q GUIDE TO BUSHING O GUIDE
ITYP�)ING Z _o w A
WASHER (TYP.) EDGE REFERENCE ANCHOR e' ci R g
X 5 6 SCHEDULE FOR MA X. COPYRIGHT FRANK L.BENNARDO P.E.
a EXISTING CONCRETE, DIST.
F m BLOCK OR WOOD EXISTING CONCRETE SPACING AS SHOWN 2 CONNECTION TYPE 20-26160
, 4 CONNECTION TYPE
FRAMING IN DIAGRAM ON PG. 9 REFERENCE ANCHOR
s 7 OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
x 3" x 1/4" CONT. 3 CONNECTION TYPE #12 x 1/2" SMS Cad 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION:
SPACING. ALT, FASTENER
EXISTING CONCRETE,
063-T6 ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/16"0 ALUM. LOCATION. FRONT AND
E AY BE REVERSED 0, SCHEDULE FOR MAX. POP RIVETS Ca) 6" O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING OF
LptS SHOWN DASHED) SPACING OR 1/4"0 ALUM, POP WITH THIS LOCATION J2
v
o RIVETS Cad 12" O.C.
N D WALL MOUNT SECTION Q
CEILING / INSIDE MOUNT SECTION E WALL/BUILD OUT
SCALE : 3"= 1'- 0" SCALE : 3"= 1'- 0" SECTION 0
SCALE 3"= 1- 0"
FRANK BENNARDO,PE
MIN.GLASS Li- PE#0046549 CA#9885
GLASS SEPARATION z
6 N '
OR DOOR PER TABLE 2Lj
13 o
+:
ul
~ u u aa,xiz' ,ssoaa '
u
— Q z
= wQ r�nn
X Ln GLASS OR U
Q =a DOOR
z rPER
ASS 01 w ¢�ry (1 Y 0
w TION Q W U �o w uj
w LE 2 w w F "J LIJ LL a w
�( 7 T ❑ r� �> Q —mow
V m Ln F zw UD �QWoWU
00
= OL m oz'Z-'
/2 1 1/L" MAX. FROM PIN GUIDE 13 Q w / Wzx N Mcuw
c� TO BUSHING WASHER (TYP.) J ❑ L) i LIJJ ww
0 2g GUIDE TO BOTTOM v� I~i ��L9
TWO 1/4"0� WOOD Q ° gz
LAG SCREWS Pa 24" OF WASHER W �w
Lo O C. MAX. WITH 2" /`I W
THREADED PENETRATION �' �
"T" INTO CENTER OF 2X STUDSA C4 CONNECTION TYPE ' '1
REFERENCE ANCHOR
0 ❑ SCHEDULE FOR MAX.
EMB. "T' #1L SMS [al MIDSPAN BETWEEN /w SPACING
o STUDS FOR TRACK TO 1" x L" 0 E
PLYWOOD & TUBE CONNECTION / DST n
ro STUCCO FINISH m
LL x 4" x 125" EXISTING HOST STRUCTURE
0 6063-T6 ALUM. TUBE ILL
THIS DETAIL TO BE USED WHEN STUD SPACING Na DECORATIVE FLOOR TRACK DETAIL w `"
EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. *"no a
SCALE 3"= 1'- 0" o o
O WALL MOUNT SECTION THIS DETAIL MAY a�' a,z o M
E SCALE 3"= 1'- 0" ALSO BE USED }� m
v AT TOP Z
coCID
.- co �
_ Z
ro U J
10 cucq
Q
0
LULU
3
og
Q o
0
ACCORDION SHUTTER N ri
o PER PRODUCT APPROVAL o -GLASS LU
o O o
N MIN. GLASS OR DOOR F 3:
v = SEPARATION 3
2 L PER TABLE 2 T_o
N APPLICABLE AT TOP z
w II L AND/OR BOTTOM Q a X Q
0 2" OR 3" Lo
EXISTING WOOD (G=0.42) m o m n n
TRUSS OR RAFTER
0 a N N g gJ
�a 24 ' MAX, O,C. 1-112"1-1/2" G ? o m c3 = €
1/L" MAX FROM PIN GUIDE m ��4
1/2" MIN. 5 SID � �1 2 175" EXISTING FINISH ! Y m m w mqpTO BUSHING WASHER (TYP.)2" x 3" x%8" x CONTIN000S OR MATERIAL ci LL Y � c3 � �2" x 2' x/8' x CONTINUOUS3 1/4" TILE (TYP,) I €o
a _ 1 FINISH MATERIAL z z
w 6061-T6 ALUMINUM ANGLE i� � �i ❑ m G.
0 2" x 5" x 1/8" 6063-T6 w p y p y u Yoe
s 3/4" PLYWOOD -
v ALUM. ANGLE W/ THREE mE�
0.9" MIN. THICK 6061-T6 ALUM TRACK X 1/4"0� A325 GRADE THRU BOLT O.C. Lj
Q Co)�° 1/4"0 WOOD LAG w
ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT (a 12" O.C. SCREWS WITH 2-3/4"ui
EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3" FROM ENDS MINIMUM THREADED a
GALV. OR S.S.
.2 AND 9" O.C. FOR THE BALANCE
HOST STRUCTURE WITH PENETR. "T" IN WOOD (a� 5 6 Y
�— 1/4"0 DEWALT ULTRACON TO o lu
%4"O DEWALT ULTRACONS EN D EACH RAFTER OF TRUSS,EXISTING CONCRETE HOST CONCRETE/CMU AT 3" FROM ENDS AND 4" 2-1/2" MIN. STRUCTURE (3000 PSI NIIN) 5" O.C. W/1-1/�" MIN. EMB. 24" O.C. MAX. WHEREW mo
O.C. FOR BALANCE WITH ANGLE EXTENDS BEYOND ? ci Nr
OR 1/�"0 LAG SCREW [a 9" O.C. W/1-7/8"
13/4" MIN EMBEDMENT AND MAX. DESIGN LOAD AT 5-0" MAX SPAN: LAST TRUSS MORE THAN
COPYRIGHT FRANKL.BENNARDOP.E.
2%z" MIN EDGE DISTANCE, t 62 P.S.F. EXISTING CONCRETE, MIN. EMB. IN WOOD SG=0.42 TO 0.55. 6", EXTEND ANGLE TOLu
HOLLOW BLOCK OR 20-26160
STAGGERED WITH 3" MIN. MAX. DESIGN LOAD AT 6'-0" MAX SPAN: / NEXT TRUSS. w D
SPACING,TYP. t 52 P.S.F. WOOD FRAMING. SEE `w = o SCALE: -
2" x 5'" x 1/8" CONT.
L ANCHOR SCHED ALUM. ANGLE (6063-T6) � w w PAGE DESCRIPTION:
OBUILDOUT MOUNT BASED TYPE OF 13 = T_ z u w
HQ STRUCTURE o v Q
SCALE : NTS (MAX. DESIGN LOAD 72 P.S.F ) Q z z OF_�
PASS THRU �DETAIL J o
N Eo O TRUSS MOUNT SECTION Li
a SCALE 3"= 1'- 0" K SCALE 3"= 1'- 0" U
0
0
BENNARDO,PE
EXISTING HOST ALT. LEG DIRECTION PE#N 046549 CA##9885
STRUCTURE 1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN
�:....N
EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUMS
12" MIN FROM EDGE ACCORDION "
EDGE OF SHUTTER, SHUTTER
ROUND WINDOW 12 SPACING, AND 3" MINIMUM EDGE DISTANCE
/R BLADES ASSEMBLY
TOP OR BOTTOM AX SPA (2) 6063-T6 ALUMINUM
ANGLES PER BEAM END, SIZE oartzz' s" egd,
- 1/2" PER SPAN TUBE SCHEDULE
EMBED.
AN TUBE PER r�nn
r DESIGN SCHEDULE U 0 N
- ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ Z r f
EDGE OF ACCORDIOI z z w
H M i` o f
SHUTTER BLADES U 12" O.0 OR #14 x 3/4" SMS 6" O.C. Q u o
ui M vi U
3.5" MI.N M� � Wm a� 5oIn In uj
TYPICAL rl/2" MAX. W w O 2
T L_ LL a w
5 6 rs Lu ui u e z IL
x
EDGE 3 16 3" MIN z � co [J a w<<
2.875"0 HOLE TO RECEIVE W u=) ~ o t m o z
( DISTANCE a
3 ROUND WINDOW ASSEMBLY nn MIN. GLASS 13 z N 0 w
I ) EXISTING �I SEPARATIONIL W p I O N J ^w w
MAXIMUM OF 3 WINDOWS PER TABLE 2 p o U W v av
o PER EVERY OTHER BLADE J GLA DOOR kS OR � W LL -f O
N SOU (nw u�W
U)U to W
M i LIGHT-N-VIEW WINDOW I w o E" MIN
DGE 1/2" MAX a w a ,J � Wp
8 N.T.S. EXTERIOR ELEV � � k0 DISTANCE Ln U)
o z � m - 5 6
-
N p p l7 3 16 1/4" MAX. FROM PIN GUIDE ry
oy' iv W - Z z TO BUSHING WASHER (TYP.) N
m w O E< ACCESS 1/4-20 MACHINE BOLT W/NUT @ M
0
a 2.875"0 HOLE TO m r, _ 1/2" HOLE 12" O.0 OR #14 x 3/4" SMS 6" O.C. LL
RECEIVE ROUND SPAN TUBE PERIn EMBED. DESIGN SCHEDULE t"O.
o
v WINDOW ASSEMBLY- _�
1/2" -(2) 6063-T6 ALUMINUM ����ii ct o o C, rn
AX. ANGLES PER BEAM END, SIZE V)�� a0 M
EXISTING PER SPAN TUBE SCHEDULE Z).c o 0 m
v HOST 1/4"0 THRU BOLTS SEE BEAM Z co LL
SCHEDULE FOR REQUIRED NUMBERS O _m Z
STRUCTURE U LL
1/4" ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN Q
N EMBED IN CONCRETE OR HOLLOW BLOCK, 3" MINIMUM o
cq SPACING, AND 3" MINIMUM EDGE DISTANCE Ln
w w
0.125" 0.125" o
0.032" 0.032" MAX. DESIGN LOAD = f 72 PSF o g
Q o
3 SPAN TUBE SECTION
0.196"
0 \\ $ N.T.S. VERT SECTION O
N
2
4so \
a / SPAN TUBE SCHEDULE
63,
/ \ NUMBER OF
E ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE
ANCHORS PER
o I z TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
o ' _ Q ROUND m
SIZE SPAN c m yl
o I y WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM rn r kill
.o n a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o a o m
2 1 m 60" 123.8" 135.2" 2 2 2 3 4" T' p a
a \ ko 2"x5"x Y pp m m a 0 0
N / 0.125" 96" 101.7" 106.9" 2 2 3 3 7" 7" LL Y I g
a - - 123" 89.9" 94.4" 2 2 3 3 7" 7" y<
w \ 60" 129.1" 157.0" 2 2 2 1 3 4" T' m
m
v \ 2"x6"X 0.125" 0 Y U Ye
\ 96" 114.8" 124.1" 2 2 3 3 7" 7" - E
- 123" 102.8" 109.6" 2 2 4 4 10" 101, s
60" 138.0" 196.9" 2 2 3 3 7" 7" m o
Y 02.875" �TO.188" 2 x8 x 96" 122.7" 155.7" 2 2 3 4 7" 10" a03.250" 0.125"
N 123" 115.4" 137.5" 2 3 4 5 10" 13" w=_
w 60" 158.1" 240.0" 2 2 3 4 7" 10" v) m m m m
7f
' Y U U U U a g
3 2"x10"x 96" 140.6" 229.9" 2 3 4 6 10" 16" W F o w v R
\ 0.1875" 123" 132.2" 203.1" 3 4 5 7 13" 19" ix z N N r m
Z 9 LIGHT-N-VIEW WINDOW / COPYRIGHT FRANK L.BENNARDO P.E.
N.T.S. SABIC PLASTICS SLX1431T-LIL 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"xl/4" ANGLES FOR 2"x8" &2"x10" BEAMS. SCALE: -
A 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.
2 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND OF
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 $ N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
0 6. LAP BEAMS ARE NOT ALLOWED.
A 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0
0
FRA
K BENIN
ANCHOR SCHEDULE: CONCRETE PE#0046549 CAO,PE
PE#0046549 CA#9885
.BEN",
2.5"MIN EDGE DISTANCE
b Spans Up To 6-0" Spans Up To 8'-3" Spans Up To 12'-0"
� LOAD CONN TYPE CONN TYPE CONN TYPE
O H ANCHOR (Psf) Qan21 �sroNa,,.•
=tn Cl C2 1 C3 I C4 C5 Cl C2 C3 I 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" �n
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" U fN
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 .1
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 / B Co I`1 B I N A T I O N W M o f
2 x S (TYP.) ..F- M -uO
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" 9 / 10 C C M B 1 N A T I 0 N [�] w N vi u
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 O�LL o w ui
1/4" MILLENIUM MILLFAST I[I�1I a�
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 W O 3 tF w
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" Z w W U u X
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" � Q Lu
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" 7 O t Ib o z Z-
3 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" =N 0 w
0 1 x 5 (TYP ) 2 x S (TYP ) o,z w
c7 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" C L j_Lu z
o MIN CONC) 62 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 8.0" 13.0" 16.0" 16.0" 10.0" 6.5" 11.0" 14.0" ?� LL rn f l7
w 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" (� w
W
0 100 16.0" 10.0" 6.5" 11.0" 14.0" 16.0" 10.0"1 6.5" 11.0" 14.0" 16.0" 10.0"1 6.5" 11.0" 14.0" W
G 1" MIN EDGE DISTANCE NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING
Cl c2 c3 ca cs Cl c2 c3 ca cs Cl c2 c3 ca cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYP'-:
0
� 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" C2 CONNECTION TYPE USING PIECE & WITH OUTSIDE
co 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" ANCHORS ONLY ni
cry 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" - Cl, CONNECTION TYPE USING PIECE ® WITH n
70 16.0" 12.5" 4.0" 5.0" 16.0" 15.0" 7.5" 11.0" 14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY
M
100 14.5" 7.5" 10.0" 14.5" 7.5" 10.0" 14.5" 7.5" 10.0"
LL
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"
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: bwl' N-
w MIN CONCRETE U
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"
Lu mzzzzn> 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 �1 F�U p M
ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 1�
Lu 100 10.5" 5.5" W11, 5.5" 7.5" 10.5"1 5.5" V111111A 5.5" 1 7.5" 110.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1 (Pg 1). 03Q M
E z 1-1/4" MIN EDGE DISTANCE q a
1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,v O Z o
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 O -0o< z w
co 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 a Q
N (3000psi MIN CONC) 53 16.0" 15.0" 6.5" 8.0" 16.0" 16.0" 8.5" 4.0" 6.0" 15.5" 10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. 0
` 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" w
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 0
M • 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"
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 Q o g
3" MIN EDGE DISTANCE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER a, �
1/4"ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE M
n`°i ANCHOR W/7/8" EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3tC4 C5 CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF "'
o CONNECTION TYPE. o
cy 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" 16.0"
(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" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
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" 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" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
E100 16.0" 8.5" 5.5" 9.5" 12.0" 66.0" 8.5" 5.5" 9.5" 12.0" 16.0" 8.5" 5.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT
0 1/4" DEWALT SS DROP-IN 2-5/8" MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
o FINISHES.
W/ 1/4-20 SS BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 w
.`s 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 a g A gJ
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 c a? M m
MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR c $ �
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.
v * 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 LL Y u- c� LL � �<
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" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER z J z z
Hill
w SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" MIN. WOOD STUD. 3/4"
3-1/2" MIN EDGE DISTANCE m � m � 33m xo N
1/4" DEWALT SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL o Y x m
`w 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. WHEN
1" 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" �-N
9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN
c 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 HEAD,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 7s, 8.5" HEAD (SIDEWALK BOLT), U.O.N. w y a ffi= w
" 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"
v ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
� 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" 2
2" MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, w z R d N N (� mP
#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 FRANK L.BENNARDO P.E.
ARMOR INSERT W/2" EMBED 43 16.0" 16.0" 11.5" 14.0" 16.0" 16.0" 16.0" 7.5" 10.0" 16.0" 16.0" 9.0" 4.5" 6.5" 13.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 2O-ZE 1E)O
(2000psi MIN CONC) 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"
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, SIDS DRILLS SHOULD NOT BE USED TO SCALE: - -
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
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"
E 43 16 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE
#12 SMS W/2.75" EYEWALL .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
LP ARMOR INSERT W/2.5" 53 16.0" 16.0" 12.0"L16.O" 16.0" 16.0" 15.0" 7.5" 11.0" 16.0" 16.0" 9.0" 5.0" 8.0" 13.0"
EMBED(2000psi MIN CONC) 62 16.0" 16.0" 9.5" 16.0" 16.0" 11.5" 6.5" 9.5" 16.0" 16.0" 9.0" 5.0" 8.0" 13.0"
70 16.0" 16.0" 8.0" 16.0" 16.0" 9.5" 5.5" 8.5" 14.0" 16.0" 9.0" 5.0" 8.0" 1100 16.0" 9.0" 5.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0"
FRANK .. PE
Spans2-3/16" MIN EDGE DISTANCE 3-1/8" MIN EDGE DISTANCE
.To . 1" Spans Up To :'-3" Spans Up To 1" Spans Up To . 1" Spans Up To 8'-3" Spans Up To 1
CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ..........
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
Spans1/4" 304 SS DEWALT TAPPER 1-1/2" MIN EDGE DISTANCE 3" MIN EDGE DISTANCE
MIN CONC)
I" 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
• _
%///%®m %//%/m®%//%%//10EM%0MME,m m m "%%//%MEMO,
mmm%//%/.�mm%//%%//%%//%m%//%%//%MM%//%%//%mmmmmmmmmm�%//%/%/%/%//%.m
EMBED ®m="'/////%'/////%mm"'/////%"rME%%///m%/%%//%/.%//%/.%//%.%//%m=m=mm®'SUN ®=='ENRO%'/////%'/////%m
mmMMA //%%//%m%//%%//%%//%%//ENWM%r/%"'%///%'%///EN,rM%'%///%mm"'%///%mmmmmy,m%/%//%.mm'!%/ZZIA /.mm000m
- _ mm///%//%/%%/®MErMEM%/r%/V%/=%/%/%/M%/%%%W%/=m%//%:mmmW%/�/%/////%mm////%//////%
M %/O%/=%/%%Z%% %/M==%/V%/ %/MCO ANCHOR W/ 1-1/4" EMBED
�%%%/. %% %/�
LU
mm%//%%//%%//%VO/Mm%//%mmMM0110!%/%'!%MEN,MM!%//%�!%%/%%'!%//�'!%%///
z ®rl,
-SET 1-1/4" MIN EDGE DISTANCE 2" MIN EDGE DISTANCE
• ANCHOR ••INTS •EMBED :1/4-20SSMACHINE SCREW
■mm�m�mm�m�mm�m®mm�m�mmmm�mm�m�
mm /El mmm%//%%//%%//%mmmmmmmm=mmmm%//%/mom
m ' ' ®%/0NmmmmrMEr/Oimm%//%%//%%//%®mmmmmm®mmmmm%//%mm
NOW
1-3/4" EMBED
TAPCON XL WITH 3" MIN EDGE DISTANCE 4" MIN EDGE DISTANCE■0000®0m00000m0®0m0000000m0mm0m ������� 1
m%//%%%%//%//%%//%%/%%/%%/%%%//%rME,/%%/%/%///%////ME01mmmm®m m'/%/m m m//%/%/mm
m%%/%/%//%%/%%/%/%/MOEE/%%/%%%%/%%/%%/%%%%%//%mmmmmmm%//ON mmme%//%%%mm
mrMEr/%ME/%%%%%ME/%%//%/%%%//%//%%/ErM,mmmmmm%/%/%/%/mmm%/% %/mm 1-9/16" MIN EDGE DISTANCE 3-1/8" MIN EDGE DISTANCE
ULTRACON EMMMM
m0m00000m0m0m0000000m0mm0m ••
EMBED ' ' ' ' '' ' ' "' '
PAGE DESCRIPTION:
m%//MME/%//%/%//%/%//ErME%//%%//%%//%%ME,M/%%//%%//%%//%%//%m%//%%//%�%%%%%m"%//%'/O%%'///%%'rME/m''////10,rE/m, MEN=%/
12
•- • 10
FRANK
ANCHOR SCHEDULE. HOLLOW CONCRETE BLOCK PE#0046549CA#,PE
■ PE#0046549 CA#9885
2" MIN EDGE DISTANCE ''"
rj Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0"
�� LOAD CONN TYPE CONN TYPE CONN TYPE
O w ANCHOR (psf) o�1z? s
x wCl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 sroN;+�,.••••
#12 SMS W/2" EYEWALL 43 16.0" 16.0" 7.5" 9.0" 16.0" 15.5" 8.5" 4.5" 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" Ul tp N
UO 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" It
ox 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" rzI� w M o f
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" 11� W.N t , �o u
ANCHOR SCHEDULE: WOOD (G=0.55 ww oV=_mW(n
UJ a
�3/4" MIN EDGE DISTANCE 11 > Q w
u Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" o c m o z z
m Ln � a++
LOAD CONN TYPE CONN TYPE CONN TYPE Lu
0 z
O N _ w
ANCHOR (psf)
=u Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 �,� 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" 126
MIN THREAD PENETRATION ! 3 LL "
N 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" v7 LL w
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" p Lu
w
2 70 16.0" 16.0" 6.0" 7.5" 16.0" 16.0" 12.5" 4.0" 5.5" 16.0" 16.0" 11.5" 4.0" 5.0" 16.0" 0 0
LL 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"
o Lq 7/16"WOOD BUSHING WITH 43 16.0" 16.0" 8.0" 10.0" 16.0" 15.5" 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0"
0 1.13" MIN EMBED&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"
II SS MACHINE SCREW N
o C7 62 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" ri
m o « Ln
70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0"
LL 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"
0
o #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
a 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" 13.01,
THREAD PENETRATION u�
62 16.0" 16.01, 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"
p' 70 16.0" 16.0" 6.5" 8.5" 16.0" 16.0" 10.0" 4.5" 6.0" 14.0" 16.0,1 9.5" 4.0" 5.5" 13.0" �1 F N p cCL o
v 100 16.0" 9.5" 1 4.0" 5.5" 13.0" 16.0"1 9.5" 1 4.0" 5.5" 13.0" 16.0"1 9.5" 4.0" 5.5" 13.0" 03 O m
cn
E Q-0o 00 J
ANCHOR SCHEDULE: WOOD (G=0.42) O zS z
m -0 U Lu
3/4" MIN EDGE DISTANCE c Q
u Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" v~i
M N LOAD CONN TYPE CONN TYPE CONN TYPE uj wp
o I- ANCHOR (psf)
xcn Cl C2 C3 C4 C5 Cl I C2 I C3 C4 I C5 Cl C2 C3 C4 I C5 o g
0 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"
m 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
o r:i 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
0 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"
m I I
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"
a #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"
o 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"k6.53.5" 5.0" 10.5" 10.5" 5.5" 2.5" 4.0" 7.5"
O
70 16.0" 9.5" 4.5" 6.0" 16.0" 11.0" 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5"
0100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 2.5" 4.0" 7.5" 10.5" 5.5" F r gJg
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK ��o HIE
U
a�08
a Ym °cJ °cx3 8=�
a F 4" MIN EDGE DISTANCE v LL Y LL LL `
w `j Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" J J z z
m ohs
rn LnQ LOAD pYUbe d' c,�
E to Q� CONN TYPE CONN TYPE CONN TYPE
O 1.- ANCHOR (psf) MIEN
=cn Cl C2 C3 C4 I C5 Cl I C2 C3 C4 I C5 Cl C2 C3 C4 I 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"
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" _ a
5 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" Y w y '
w 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 „
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 s J o o R wP
Y 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" ? N U N N m
OW/2-1/4" MIN. EMBED 53 16.0" 13.5" 7.5" 11.0" 16.0" 14.0" 7.5" 7.5" 13.5" 9.0" 6.5" COPYRIGHT FRANK L.BENNARDOP.E.
LL m 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
70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.5" _
w SCALE: -
O z 100 9.0" 5.5" 6.5" 9.0" 5.5" 6.5" 9.0" 6.5"a, PAGE DESCRIPTION:
cD Ov 2" MIN EDGE DISTANCE
E Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5
#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"
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"
a 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"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 9 FOR ANCHOR NOTES."
BENNARDO,PE
ACCORDION SHUTTER SYSTEM PE#N 046549 CA#9885
ALTERNATE MOUNTING OPTION
k"
691,
OSf1212 „3rONFL.fF.
MAX DESIGN SCHEDULES
SLAT
SPAN OPTION 1 OPTION 2 z o
(1)2x3xO.25 ANGLE(6063-T6) (2)200.125 ANGLES(6063-T6) w M o f
(2) ANCHORS
O
ALLOWABLE DESIGN ALLOWABLE DESIGN u� ui vi u PER SIDE, SEE O NOMINAL PRESSURE NOMINAL PRESSURE W U � �'�' w
DETAIL 3 12 VJ a(n
/ WIDTH WIDTH W 11i LL a w
NOMINAL WIDTH POSITIVE + NEGATIVE(-) POSITIVE + NEGATIVE - w O = w
PER SCHEDULE ( ) (� ( ) () w w U
1 TYPICAL ELEVATION OPTION 1 42„ 151 psf 200 psf 42 80 psf 173 psf rF3�^� �> Q —2 w
45" 131 psf 200 psf 45" 69 psf 151 psf U Q w w O
3 1 N.T.S. EXTERIOR ELEV 48" 116 psf 177 psf 48„ 61 psf 132 psfZ .0 N m z w
12 511, 102 psf 147 psf 511, 54 psf 117 psf U'i w
ACCORDION SHUTTER SYSTEM
54" 91 psf 124 psf 54" 48 psf 105 psf w `✓' z
CA r� 57„ 82 psf 106 psf 57" 43 psf 94 psf � W w
M 60" 74 psf 91 psf 60" 39 psf 85 psf p
63" 67 psf 78 psf 63" 35 psf 77 psf
0 69" 66" 61 psf 68 psf 66" 32 psf 70 psf
N MAX 69" 56 psf 60 psf 69" 30 psf 63 psf ry
oy' SLAT 72. 51 psf 52 psf 72" 27 psf 56 psf Ln
SPAN
ro _ 75" 46 psf 46 psf 75" 25 psf 49 psf
o (2) ANCHORS- 78" 41 psf 41 psf 78 23 psf 44 psf u-
a PER SIDE, SEE 0 81„ 37 psf 37 psf 81 21 psf 39 psfN
DETAIL 4/12 NOTE: DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR *fto w�
5 NOMINAL WIDTH C�i o p
DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAIV. =
u PER SCHEDULE V) Q o
SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE aa�� N a�z O M
4 2 TYPICAL ELEVATION OPTION 2 PERMITTED :[N DESIGN SCHEDULES. ��1 Z o
12 12 N.T.S. EXTERIOR ELEV O U LL
co cu � Q
N SHUTTER SYSTEM SHUTTER SYSTEM 0
r-ww w
m C 0
cg
2"x3"x0.25" 6063-T6 2"x3"x0.125" 6063-T6 ¢ v-
v
ID CONTINUOUS ANGLE,j CONTINUOUS ANGLE c
SUPPORTING SHUTTER TRACK SUPPORTING SHUTTER TRACK
z 00/11// z
a LA SCREW WITH 2" m Q %4" LAG SCREW WITH 2" m Q
THREAD PENETRATION °u) THREAD PENETRATION tO un
E AND 3/4" EDGE DISTANCE AND 3/4" EDGE DISTANCE
S TO G=0.42 MIN. WOOD, TO G=0.42 MIN. WOOD,
CENTERED IN LEG OF CENTERED IN LEG OF w
`s 2"x3x0.25" ANGLE 2"x3"x0.25" ANGLE < gJ 1
be m J m J coo
4 -8
a
a2
LL se w
G=0.42 MIN.WOOD G=0.42 MIN. WOOD U IL
"' HOST STRUCTURE HOST STRUCTURE ANCHOR NOTE: 4" MILLENIUM MILLFAST SCREWS W/ J w J 3 3 m G.
m / CEILING HEADER CEILING HEADER o�
i T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAG c Y U Y d ": U
j iv j ry SCREWS CALLED OUT ON THIS SHEET UTLIZING THE E
SAME CRITERIA.
Y 1/4-20 316 SS THRU-BOLT SPACED 1/4 20 316 SS THRU-BOLT _ o p
} 12" O.C. MAX OR#14 316 SMS OR SPACED 12" O.C. MAX OR #14
%4" LAG SCREW WITH 2" SIDS SPACED 6" O.C. MAX. FASTENER %4" LAG SCREW WITH 2" 316 SINS OR SDS SPACED 6" U) m M m LL
to
THREAD PENETRATION, SHALL BE LOCATED 1" FROM ENDS. THREAD PENETRATION O.C. MAX. FASTENER SHALL BE u�i t `Z—" R F
U AND 3/4' EDGE DISTANCE AND 3/4" EDGE DISTANCE LOCATED 1" FROM ENDS. ? N N r mp
TO G=0.42 MIN. WOOD, TO G=0.42 MIN. WOOD,/ COPYRIGHT FRANK L.BENNARDO P.E.
CENTERED IN LEG OF 2"xTW.125" 6063-T6 ALUMINUM CENTERED IN LEG OF 2"0"x0.125" 6063-T6 20-26160
2"x3"x0.125" ANGLE / ANGLE, 2" LONG, ONE PER END 2"0"0.125" ANGLE CONTINUOUS ANGLE
OF 2"x3"x0.25" ANGLE. SUPPORTING SHUTTER TRACK SCALE: -
PAGE DESCRIPTION:
E TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT
of
3 OPTION 1 4 OPTION 2
N 12 N.T.S. VERT SECTION 12 N.T.S. VERT SECTION
a
0
0