HomeMy WebLinkAboutProduct Approval 6.8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE ? S
INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM -UNLIMITED WIDTH �O A o
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. �� n R
SEE PRODUCT 2 POS TIVE AND NEGATIVED SIGUATION N PRESSFORURES ES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE N. SECTION �O
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE
REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOP TRA�(!ryq
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN I I� 1 L u
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. _ >u s Pi
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202203 AND ASTM E1886/E1996/E330. Q O P a
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES DIVIDED BY A 1.5 ,�m w
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND WNi.9 3
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW vul�CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND c m
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. tu
w
7, DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE z� o
g 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=0.8S St
SHALL BE USED. G
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N m
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w
g
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE, m 3
a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 2
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM c e m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. a-
il. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Q� Zm
DOCUMENTS, HURRICANE PROTECTION o
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING, BOTTOM �7E 51 a
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,
13. EACH SHU T'TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c g
INFORMATION: TOWN&COUNTRY INDUSTRIESI
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS 201 0
2 2Id 203
FLORIDA B ILDItSG CODE APPROVED1
TABLE 2• N.T.S. EXTERIOR ELEV
n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U,O,N„WITH A MINIMUM Fy OF 25 "
!n 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I„U.O.N.POP RIVETS SHALL BE 114"0 OR 3/16"0 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ k' a"
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES i3
5 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, g�
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS
INSTALLATIONS INSTALLATIONS INSTALE 3
19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10", SPAN INST30'ABOVE >301 ABOVE 5 ALABOVE >30'ABOVE
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.
y 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE sl ,
22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-618" 2-/8" 1-518"
99" 3-112" e1-718,"' 3-5/8" 1-718"
TABLE 1 NOTES: ep
TABLE 1: 120" 4-118" A 2'? 4-1/4" 2' a
- a � r
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' �2,,l 6" 2"
�• ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE �•�
MAXIMUPI ALLOWABLE DESIGN PRESSURES 1.TABLE 2 NOTES: EY Fe
SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. HVHZ;DEFINED
DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD ADE COUNTY AND BROWARD COUNTY C'mm NAMORE
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER T1muW7_ 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _
SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE,
_ DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE ARSOuPTLON:
LL'"-038----1 SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL
,�700� _100___J HAVE 2-718"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8".WHEN>30'
ABOVE GRADE.
N 99" 70 70 5, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Liul
n 'L 1.,144 - 43 -.40� E1996.09.
z
a
RECEIVED JUL 24-2015
Q� f
.FPAyy1�y,^)�,yi,EENNMDo,P.E.
tj May,
PROJECTION VARIES
2.874° 4.874°MAX, NN
a,aao°
` 0.062° 0.450" u$i +
c 0.125" 1.830" 0.062" N *'
1.70B" 0.100" "i
1.708° 0.100° `� OA80" 0.063",T
0.195" 0� 096, L 0,195" 0.070" N 0.060" 2.820" " '• °;-�
•'---T' 0.060" .. 0.062' 1.908"�
0,125° 0.630^ ti 0.430" I 1.993"
0.062' v T 0.062' ,j 0.143" 0,096" _� g
0.630° 0.630" '� 11t
"i '-1�' .069""� t--10.971" }•0.971"'� 0.143" ttl ! I�a--Xa
-.-�L-.�. 0 060" 1. 70`4 rn 0.630"
736.2. Q.200 0.062' 00' 0'Q6" 0.630" OA6 4.O1.069SUPPORT LEG OPTIONAL �-1.069"^, 0.200 }..1.069" 0.062' 0.200'5.745°M 0.062"5.745"MAX.WALL �BUILD OUT WALL !STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL �aSCAL£+HALF SCALE.HALF SIZE
SCALE,HALF SIZE SCALE+HALF SIZE SCALE+HALF SIZE SCALE+HALF SIZE a
WHERE SHOWN,SCREW
S FELT GROVES ARE OPTIONAL BOSSES
ON ALL EXTRUSIONS
0,874"� 2.655" 0.875'
0,510" E
2.195° 2.195" 1.230"
29
H�
1.2 ° 0.105" 0.060' g
y0.�O+n
O �.65 pdpM
0.75" 2.655°-^{ Uj » in t i » I t 2.362" 4.84.
1.069"
m �TN'L'•.' G----^-. �ti'
4.510
1.069° 0.105° 0.075"
-0105--
0
ri
0.075"
,105" 0.994'1L
0.07 METAL W/0 pA0t.N04T 4I5 0.039' �•--�T^'�\' 'aE_p1_
45x0" NOTE:TESTED THICKNESS OF
�» 0.7813.506°
r$S
Gag`i
SILL g SILL ADAPTER g EXTENDED SILL �O EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT BLADE �Q
g
SCALE,HALF SIZE SCALE+HALF SIZE 0 SCALE:HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE
SCALE.HALF SIZE
>n
R
0.477° 1.570'0 510°
0.14 0.143-1 0.080 0.590" 0.341"� O6 0
.0 70" T0.245'
0.143" 0.096" 0.060°
0.115°
4.753" x.0800.x17
0.090"
n@
e�
F'
Feu
4.510° O.a96" ,
LF
0.080° 't
0.682" 0.630" 0,060° 00 PS
0,044" 0.227" 15-2339
0.693" _
NOTE:THICKNESS OF BARE 2.822° >�-1.b25'--� 0.420' SCAL[+EseptpTl2m
METAL W/0 PAINT IS 0.039"
�g 6.8 STREAMLINE STACK jg RADIUS CEILING HEADER ISILL 1J 6.8 STARTER �g WALL SILL CLIP 18}� WALL SILL
SCALE,HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE n��
.950" \\\\\
0.614WHEEL
° S STEEL r.2.0'"-I-� NYLON WASHER OR .•,� y�i�
4 °" ALUMINUM 0.357° ? I
HOLE r0.Oso'
o INYLON a w :ten "INTOCOATING
#10 x 2-3/4"410 HT S.S. °•276"
N 0.880 O.0 o o•1C_ 20"o SCREW W/TC ULTRACOTEU0.591°
1 IF i 1.100,. ('0.240' (TYP TOP&BOTTOM) u
•,� 7"'.
NYLON BUSHING W/WASHER: i--5'MAX. NSIDJOINT AT OP.TYP.AT EVERY OTHER 0.870"•0.750" 7%16"p x 116"0 x /fid®TERIOR OINT 80TTOM INTERIOR JOINT TOP -0.137" ''/////// ,
CYLINDER-SOLID BRASS,NICKEL PLATED
1 g ANGLE EITHER CAN BE USED ON EXTERIOR i 12 a ul
ROLLER ASSEMBLY HOUSING-ZINC DICASTPOWDER COATED >U
22 , 'd
SCALE:HALF SIZE O 24. BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT ffnn
OR KEY/THUMB TURN OPERATED INSIDE. a,$LL `-
SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE u[[t..nnnnt,�L��
SCALE:HALF 512E SCALE:HALF SIZE Z$ N 0 3w
{°.zso^ 23 BRASS PUSH LOCK W Q `{W
SCALE:HALF SIZE y 'yl
l s
R0.155" o w a
7 w w••
R0.500" 1194" 2.725"
0.500" 0.236' 0.286" 1.603" <
0
0.623" 1710" 1.224° 0.267"
0.790" 0.090" 0.319" So 0.531" 0.531° m
o ro 0.064" M n X26 n rnj
c 0.28
2.250" I� m 0.09 m
0.250° �� •--� o o IL-6" 0.607' 0.607^ aW"7�'
dO.11B°� 0.224° 0.239° F- "" m."'i n v"'i of to N C •�
0.°60" 0,496" h 4 m m n e :n h o
i~2.750° 2.000° 0.240" 'i .i r .-i.i "i 4•
ORAINGUARD O DECORATIVE FLOOR TRACK m
27 28 3.476" ��- Z.6 4'
SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 0.240" �,-A I
D.2zz^i f m
G 1.001 0.062" 0.062° 0,062° 0,176"
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE
0
S $0.°62^ I � 3
o
5.500'x 13/16"WIDE �--}0.400" �p m
v
0 7/16"0 STAINLESS
A 167"
� STEEL NUT
^�' ^ 0.125" 30 �°a+\
a v -� o "
°np° 5/16--18x7 MACHINE SCREW ' 9 0.438"
5/16"0 INTERNAL STAINLESS STEEL mr m� 0.121"
j- 4.500" - f-f 0.689" POWDER COATED,ZINC DIE-CAST THREAD I`0 N
HEAD STYLE VARIES
DELTA MODEL 2022 SECTION A T-LOCK ADAPTER ..�- 1.050•
� INDUSTRIAL SYSTEMS 36 37 T-SCREW INSERT 38 THUMB SCREW
/OPTIONAL SCALEi FULL SIZE SCALE:FULL SIZE e gg �eA
;Ey 35 BOX LOCK SCALE:HALF SIZE N o o.zsa^ 400 40b 40c hon
P) !g�
t3 O 0.319¢
m SCALE:HALF SIZE �- END STRIP 1" ,
2.000"
� 2" & 3" EXT e ��
1.500". 'IT-0.125° e
6% I 0.125°
0.12. SCALE: HALF SIZE gggg
0.050, 0.093 s i5
0.085" o
' {; 0 0.093" $ 0.125" FANO(Lg� R PE
0.250" c "' O.OBS° Pf
5-2339
SCALE:L u
I " ' PAGEDESCPIPTIDN: _
7,000° L 1
3g 2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3 x0.093' ANGLE 25 2"x3"x0.125" ANGLE M
SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE
SCALM HALF SIZE
ANY ANCHOR
SCHEDULE @ IS-OANCCHOR EXISTING EDGE DIST. DIST, M► . �LJ �VR9 0,,��
GLAZING ,•�,,Cl l'� L
SEE END STRIP 0V9�
n SCHEDULE FOR
p A .ANGLE EMBESPAN WHEN USI
P LEG D RECITON 4 20,40a,dOb OR
EMBED. 17 (INTERIOR) 1I II G F 1/4" OR 6.8 STARTER ��j m•�
11 Fh 17 /U(, WITH 21 OR 25. I�
o MIN.0.062"THICK 6063-T6 ALUM.
30 ANGLE 1"x 1'MIN.TO 2"x S"MAX. 21 25
DDG (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ D'
DIST. �xc d
B ANY ANCHOR PER ANCHOR ((2))310x1'SCREWS
SCHEDULE @ IB"O.C. CdRNER TOP&BOTTOM•AND
13 13 13 ATTACH'!0 6.8 STARTEd W/ g t m gg W 8
#12 X 1/2"GALVANIZED OR L!u� N f l
13 #12 x 1/2"GALVANIZED OR S.S.SMS, Z
90 RIVETMO�t 1%4-0 MACHINEP W ~`'
l 6.80"
(TY,
3/16"0 ALUM.POP RIVET,OR 1/4-20 w
} USE'I)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ IB"O.C. N 3 ,
(EXTERIOR) 5/16.18 JJJI�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE ><
INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE-3"0 l'-O" ANY TRACK W/ W
FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. .4 O ai
TYPICAL PLAN VIEW s SPAN
HOLE SHALL BE 3/8°MAX WIDTH,UP TO
SCALE-3"0 1'-0" 1"HEIGHT. Q
1'B70(2.71 62 0
2 100"
82 g USE I1 BRASS PUSH LOCK ® 12 eo^
OR!11�/16-18 THUMB 6"
SCRE 1p}�0 THREADED LOCKING DETAILS FOR 2"B/O(3.77 62 95" SEE END STRIP
INSERT 071 AT 1/3 SPAN CENTER MATES 2 85' E
TO 2/3 AN FROM SCHEDULE FOR MAX. lu
BOTTOM OF SHUTTER. SHOWN ON RANDOM 82 n SPAN WHEN USING
'
RECEIVING
%BEIM X HOLE
UP TOE 30 13 DETAILS 3"BID((4.71 62 88° F$ c
82 74' gg�� 20,M1Oa,40h OR 40c, m
1"HEIGHT. OR 6.8 STARTER
30 62 110" pp",~ 1/4' WITH 21 OR 25. �.S p m
AL(2.7110 2 02 A AX. Q;g ti
ao 12 B" 4D 40 USE APPROPRIATE
132 75'— — — 1.O" 45 93" 4 20 PROVIDE CLOSURE STRIP O 2 E 2
13 X0.083" 52 87.
Y FOR ^� � �W
3 60 81" BUILDING CONDITIONS. v4i�--" S 3°
ia I sl 64 78" FASTEN STARTER STRIP
INSIDE 7 76° a g
4 3 ) TO TRACK W/RN R. xO y
I 2^x3' 45 139" SCREWS AT CORNER,TOP caQS
tL x0.125" 62 1 ALTERNATE END STRIP DETAIL 8 BOTTOM. E2.1
o
b 13 n 57 123" SCALE-3"=V-0" ANY TRACK W/SCREW
ryF 1 O B 28 BOSSES.
0 1"
1011.
Q SILL E D' /'� FOR GREATER SPANS OR LOADS THAN
(� I I SHOWN IN END STRIP SC11011LE,END o
F STRIPS REQUIRE A 1'X1'.090'NP ANGLE a .1
(/)
AT
SPAN USING ANY ANCHOR ON THE EXISTING GLASS -!
O Z ANCH00.SCHEDULE a 114x)/4'7EX a
v 3O 13 SCREW OR 1/4.20 BOLT TO END STRIP. n p a
USE S(71 BRASS PUSH LOCK Fw US
X�1S�1/BBRA-S8 TUU BLOCK (INSIDE)
SCREW/16-11B
760 THREADED 3O 13 01 IN RT�I OAT 1/3SPAN SILL
INSERT 7 AT 1/3 SPAN (p3}'��
m TO 2/3 N FppOM E B TO 2/3 SPAN FROM J
BOTTOMSHUTTER. Ola BOTTOM OF SHUTTER ,1
RECEIVI G HOLE SHALL BE (OUTSIDE)
z q B G
7.HEIGHT,WIDTH,UP T23
CCi TYPICAL OUTSIDE CORNER CLOSURE a"a
DETAILS WO/CORNER POST --
— - R
NTS \ 13 30 WPDOGfBFlWOCLEBNM00PE
E 13 `SILL 31 215 13 3 (OUTSIDE) 15-2339
USE(1)BOX LOCK AT 1/3 ACALM I -
e SPAN TO 2/3 SPAN FROM PACE PESCRIPRONI
y BOTTOM OF SHUTTER
OTYPICAL INSIDE CORNER CLOSURE $F
CC2 DETAILS WO/CORNER POST d , MULTIPLE SHUTTER ASSEMBLY //TT
-y8 NTS E D E SCALES 3"-V-0"
GS D.
ll
C1 CONNECTION TYPE N�l P�'
REFERENCE ANCHOR EXISTING HOST 9�
SCHEDULE FOR MAX. STRUCTURE
71 MAX.
SACIN
C1 CONNECTION TYPE 1/4-20 MACHINE BOLT .• I /
\ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR c
/ \ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C.
SPACING 1/2° (TYP.TOP&BOTTOMI
z q TA ,
9l�� :g
2 FASTENERS ALUM. TUBE
8063-T6 ALLOY i Q
EACH ANGLE IF
SEE TABLE_ A FOR SIZE, I In [�R(610R/ ,S
�1 I WO OR 6� Z�
1"x 2"x 1/B" ALTERNATE THRU BOLT _D 1B'
C1 CONNECTION TYPE m w lti LL a a
OR 2"x 2"x 1/B" REFERENCE ANCHOR MR GLASS D:0:
ALUM.ANGLE ° If -
SCHEDULE FOR MAX. SEPARATION 13 w u IJ[nom
THREE 3/16"0 ALUM. ° 13 r I " I
SPACING PER TABLE 7 ?Q z �[ N 0 LL;
I s a m YYYYY4111777111 w
POP RIVETS P. I I 7 GLASS a
THREE#12 SMS.TYP. ° 17 / OR DOOR X 11 laA F N j
3/16"9'ALUM.POP ti I a x 0: w°..S
17 RIVET OR#12 SMS q( �*MA EI-F 'D WW
( ) @ 18"O.C.(TYP.) \k - // �R` (]0••���y��OR Z� <
TABLE A cc1 �3 nn/m2�
`
PRESSURE VS ALLOWABLE LENGTH __ .:� \ OR"R61
d PSF 2No'x, 3N°�6B" MAY USE MALE OR
0 FEMALE LOCK-SLAT
G
62 130^ IBB' 13 ALTERNATE THRU BOLTI 1/4"MAX.FROM PIN
CS CONNECTION TYPE C1 CONNEGUIDE TO BUSHING
° 72 124' 179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFEREN : -1 WASHER(TYP.I .9Y
B2 119' 172" NTS SCHEDULE FOR MAX. SCHEDUL , 1 '' `1g 92 114' 165" SPACINGI, I 1 [m I>:$110' Ifio" --�� ANGLE TOS UBE CONNECTION ,§ m
tir 2" 2"x 125"9TTABLE B(a4) EXISEMBED. 6069-T6 ALUM,TUBEBB' 114" PRESSURE VS ALLOWABLE LENGTH STR5 CONNECTION TYPE O 'D
E ` EDGE DISTANCE REFERENCE ANCHOR civ 9
WITH l/B' WITH B/B' u"1
7� PSF WITH QIO WITH 0 SPACINSCHEDULE FOR MAX,
�} 62 113' 166" 6 5
ASTENER @ 18"O,C, .E2 o g
7z Eor ts7^ Cb ALTERNATE BUILD OUT MOUNT SECTION
(USE ANY ANCHOR SHOWN
82 101' 14r IN ANCHOR SCHEDULE). SCALE.3"=1'-0"
92 95' 139'
n 102 90^ 132' .c
b 12D B3" II2"
H 150 74" 109• Fw-41
R 200 69' 94" CCU
F m
fA�LUMINUM
2"x _ w spa
3/16 RIVET OR#12 SMS 6063-T6 n MN GLASS 13 7 wS
@ 18"D.C. OR 1/4-2 17 M.TUBE TYP. EPARATIDN S z
NUT 8,BOLT(TYP.I. LF PER TABLE m o In a ��
3/16"#ALUM.POP 2 o m e
ALUM. TUBE RIVET OR#12 SMS 1.. GLASS Xa CC Ra
.s 6063-T6 ALLOY 0)18"O.C.(TYP.) �P,� OR DOOR E O y I..
5 SEE TABLE B FOR SIZE. 5"x 1/8" Gt w
2 FASTENERS TINUOUS 9
EACH ANGLE ANGLE
zkr—
I"x 2"x.093"6063-T6 ONAL ANGLE INSIDE 3 1
ALUM.ANGLE,TYP. THREE 3/16"r0 ALUM. TATION TYP,
o POP RIVETS OR w 6
17 THREE#12 SMS,TYP. o
° 0 T x 2"x 1/0"
OR 2"x 2"x 1/8" 4 CONNECTION TYPE gg
13 ALUM.ANGLE D REFERENCE ANCHOR Nil
®g
SCHEDULE FOR MAX. d l .S
USE MALE OR FEMALESPACING OOPYWGR RW01LBEIRAYMPE
LOCK-SLAT EXISTING CONCRETE, 15-2339
13 13 BLOCK OR WOOD FRAMING
SPA!SCALlDEBCRIPTIONI
(OUTSIDE) EE INSIDE SILL MOUNT SECTION
#12 x 1/2"GALVANIZED SCALE:3"=1'-0"
OR S.S.SMS,3/16"0 ALUM.
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS
NTS MACHINE BOLT&NUT SCALE.3"=T-0"
c _ @ 1B"O.C. 2
aC=1Jl
O 46
5CONNECTION
ONCTIOO '�,� 4
NNCEXISTING ' bA
ACGE FOR MAX. STRUCTURE
SPAN
.�
,.
CLASS a¢w-' GLASS Li C1 CONNECTION TYPE S"MAX. 1/4-20 MACHINE BOLT
OR DOOR w u u OR DOOR w w , REFERENCE ANCHOR 1 W/NUT @ 12"O.C.OR
F"u w>' F-w D SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. * '
Q Z~ 13 N N W w SPACING /2•• (TYP.TOP&BOTTOM) r .•: i
MR 13 UI N N J GLASS N F=-D tw/I m /2..
1/4"-20 THRU BOLT W/ GLASS ¢ tY m #14 x 1/2"SMS @ 12"O.C. EPARATION X z z la- •+I F: ,z
LOCK NUT @ 12"O.C.OR EPARATI £F w hQ- OR 3/16"0 ALUM.POP PER Q J-< O N 05 OR�OR/ "
12 x 1/2'SMS @ 12"O.C.E.S. PER p P TABLE 2 S a �3 ...I •,p, O
OR 3/16"0 ALUM.POP TABLE 2 Z F- RIVETS @ 6"O.C. OR 1/4"B N w O OR 6
Q D ALUM.POP RIVETS @ 12"D.C. ¢ 1G0. XX W
RIVETS @ 6"O.C. E.S. \ -�= w rnW
R 1/4"b ALUM.POP RIVETbw/
/ m Q1 AND 3O MN GLASS I~-1 u Q�I`
@ 72`O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 Iw-• D D m Z o
1/4"MAX.FROM PIN m=D Z 5 to
/ 1/2"TYP. IDE TO 5 I G PER TABLE 2 I- w
O9 AND�0 GUIDE TO BUSHING WASHER(TYP.) __ x,wj Lu
.N.t 9
WASHER(TYP.1 2:umw,.,
ASSEMBLY GLASS to
1/2" 1/2"TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR— -,A<
N g y
m BLOW ODD FRAMING w EDGE REFERENCE ANCHOR ¢ o Q p w
E / 4 CONECTION TYPE DIS SCHEDULSCHE SCHEDULE FOR MAX, £ wN Nps
G / EDGEt7l-.PAC"lNG'A'S
EFERNCE ANCHOR Q a
CHDLE FOR MAX.
DIS SHOWN w
CONNECTION TYPE IN DIAGRAM ON PG.9 p LA
REFERENCE ANCHOR EXISTING CON
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING RID1/4"MAX.FROM PIN
SPACING.ALT.FASTENER GUIDE R BUSHING
\ ClC1 CONNECTION TYPE
/ LOCATION.FRONT AND REFERENCE ANCHOR 1/ " WASHER)TYP.) 499
\ 1/4"MAX.FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 79 w
PIN GUIDE TO WITH THIS LOCATION SCALE,3"-V-0" SPACING 5 CONNECTION TYPE
BUSHING WASHER A INSIDE MOUNT SECTION REFERENCE ANCHOR y
( SCHEDULE FOR MAX. D 6 v
TYP.1 SCALE•3 1'-0" p to
EXISTING CONCRETE, SPACING o�
BLOCK OR WOOD FRAM) EMBED. 0 z':R
/ CD BUILD OUT MOUNT SECTION u a
e ��—� TYP, BOTTOM EXISTING CONCRETE, SCALE i 3"=1'-0" E F
L BLOCK OR WOOD FRAMING �' E 3 1
g TRUCTXISTING a
NOTE.FOR DETAILS A,B.O,AND E ON THIS SHEET, EDG ST 4 CONNECTION TYPE EMBED. STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONNECTION TYPE t�
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR �•O
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX.
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w _
5 USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING
3 ib
,y OVER THE GAPS BETWEEN SECTIONS. 1/2" QOR 2O
gQ WGLASS w j gp
'ixOR DDDR QASS 13 =13- w n'��
w #12%1/2"SMS @ 12" EPARATI = z u u w w D D -6 6e
' F'w O.C.OR 3/16"H ALUM. PER #A p�I m II 13 x o r 8 C
FNww
=13 POP RIVETS @ 6"D.C. TABLE X pZF GLASS OR MR S=W=J
w OR 1/4"0 ALUM,POP Q w Q DOOR N~02 w m 9
13 z]:Z2� RIVETS@12"D.C. £ uN PER TABLE XZ aZFa
-
B dd
9 MR SEPARATION N�D N Q u Q J o a SI U
2 �
1/4-20 S.S.MACHINE PER TABLE2 a W C Q F- O7 AND QB 1/4"MAX.FROM PIN £ <m o g
SCREW&NUT @ £ N
u ASSEMBLY 1/ " 1/2" GUIDE TO BUSHING r
12"O.C. TYP• WASHER(TYP,)
to a
GLASS w O 1/4"MAX.FROM PIN
OR DOOR 1/4"MAX.FROM PIN m GUIDE TD BUSHING
X GUIDE To Bus WG 4 CONNECTION TYPE w D 1/2" Q
a X 5 6 WASHER(TYP.) EDGE REFSCHER NCELE ANCHOR MAX. WASHER(TYP.1
WFfFJ=FMLBEMWINOPE
i z m EXISTING CONCRETE, DIS SPACING AS SHOWN 2 CONNECTION TYPE
a BLOCK OR WOOD EXISTING CONCRETE• 4 CONNECTION TYPE IN DIAGRAM ON PG,9 REFERENCE ANCHOR 15-2339
OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE'
"x 3"x 1/4'CONT• 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAoe DESCRIMON.
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
LOCATION.FRONT AND BLOCK OR WOOD FRAMING
MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @6"O.C. BACK ANCHORS NOT REQ'D - "'
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION lI
RIVETS @ 12"D.C.Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT
SCALE 1 3"=1'-0" SCALE,3"=1'-0" SECTION
SCALE.3".V-0" 0
MIN GLASS 11 IY �;,P.E.
GLASS SEPARATION Z
OR DOOR- PER TABLE 2 13 G
W o= GLASS OR °`T ,•l i• ,•1:�
F-w In DOOR 0,
�Qz
C GLASS OR
I =°1 Q DOOR MN GAMS
X y y 5EP TABLE N
Q MN GLASS ¢w PER TABLE 2
I E tw SEPARATION w iw~m F /I rOw C
I Z F- PER TABLE 2 w M V, Q w F- ^I(�
I0 CL
Boz ' Ftn
zQ �O o
LF u W o
/2" 1 13 o z C1 CONNECTION TYPE 13 ,o L 07 W Lu
z°
J 1/4"MAX.FROM PIN GUIDE ZB u a REFERENCE ANCHOR u Q 'i,71 N }$¢$3 C
I TO BUSHING WASHER(TYP.) Q vI SCHEDULE FOR MAX. u a lu
9 i
TWO 1/4"0 WOOD .250" SPACING
LAG SCREWS @ 24'• C4 CONNECTION TYPE ,S .250' ow-.
D.C.MAX.WITH 2" REFERENCE ANCHOR
THREADED PENETRATION w
g T"INTO CENTER OF 2X STUDS / SPACING
E FOR MAX.
Lu B "L�
m EMB."T' 14 SMS @ MIDSPAN BETWEEN /z E �W n
STUDS FOR TRACK TO 1"x 4" n
- PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE m,
STUCCO FINISH 1"x 4"x.125" 7I`•
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL - s
SCALE:3 1'-0" SCALE,3"0 1'-0" z$ $
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.Ihp-
O WALL MOUNT SECTION THIS DETAIL MAY � v M
SCALE,3"=1'-0" ALSAT TOPSED 2m 1 a tL
Px-, _ a
ACCORDION SHUTTER c g
PER PRODUCT APPROVAL Iw- o -GLASS
I-• I MIN GLASSg
_ ,D SEPARATION OR DOOR 13 D
ul I� LA
PER TABLE N R EXISTING WOOD(G=0.42) - �o
APPLICABLE AT TOP Z
AND/OR BOTTOM C a JC Q p 24"MAX RAFTER
;-1/2';-1/2'
Q a
2"OR 3" E UI EXISTING FINISH
MATERIAL /
g 1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 I I E
w
FINISH MATERIAL SCREWS WITH 2-3/4"
e �ppp
g 8 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE m - l
2"x 3'x Y"x CONTINUOUS OR 2.175° ! '
2°x 2'x Y"x CONTINUOUS 6 1/4"TILE ITYP.) 1/4"F WOOD LAG w 9n�
�aA
6061-T6 ALUMINUM ANGLE MINIMUM THREADED
•T 3/4"PLYWOOD pENETR."T"IN WOOD @ 5 6
0.9"MIN.THICK 6061-T6 ALUM TRACK X —1/4„0 A325 GRADE THRU BOLT @ 7”D.C. EACH RAFTER OF TRUSS, I
FASTENED TO ANGLE WITH 1/4-20 ` OR 5/16"0 A325 GRADE THRU BOLT 12"O.C.
m ANGLE FASTENED TO E @ 24"D.C.MAX.WHERE
m EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND
AND 9'O.C.FOR THE BALANCE e
HOST STRUCTURE WITH 1/4"WELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN 5
�'0 ELCO ULTRACONS AT 4 6", EXTEND ANGLE TO w
EXISTING CONCRETE HOST 5"D,C.W/1-1/4"MIN.EMB, 0:
3FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" NEXT TRUSS. w W O> JimE FOR BALANCE WITH 13'4" MAX.DESIGN LOAD AT 5'-D"MAX SPAN: MIN.EMB. IN WOOD SG=0.42,TO 0.55, w y w w
MRN EMBEDMENTAND ZY4: EXISTING CONCRETE, '.'S 13 ==Z m�
MIN EDGE DISTANCE, 4:62 P.S.F. HOLLOW BLOCK OR •1; 0 o M a C0FYIWFRk4KLUJ&W0PE
STAGGERED WITH 3°MIN, MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. X w a Z I-
SPACING,TYP. f 52 P.S.F. ANCHOR SCHED. �' ALUM,ANGLE(6063-T6) Q p< 15-2339
BASED ON
BUILDOUT MOUNT STRUCTURE TYPE 0 QN rCA18I StRIPT70Ni
HO SCALE.NTS (MAX.DESIGN LOAD x 72 P.S.F.1 _
PASS THRU DETAIL °.
HbO TRUSS MOUNT SECTION
SCALE 1 3"a 1'-0" K SCALE:3 1'-0"
pllUl DO,P.E.
• EXISTING HOST ALT.LEG DIRECTION
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 •i••' //i/
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2SPACING,AND 3"MINIMUM EDGE DISTANCE A.
TOP OR BOTTOM ,I AX (2)6063-76 ALUMINUM • l`� , n.
ANGLES PER BEAM END,SIZE } Nd,
1/2" PER SPAN TUBE SCHEDULE ,k
EMBED, SPAN TUBE PER o
ACCESS HOLE DESIGN SCHEDULE '.•
EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT @ Q '
SHUTTER BLADES
3.5"MIN a 12°O.0 OR X14 x 3/4"SMS 6'O.C. //�`" H`u �`��U
TYPICAL tn �1/2°MAX.5 6 //,_�l� l;l¢uQ ii A
MIN
EDGE
3 16 Q IJ Q W ti Z
tm o
2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 z N w
ROUND WINDOW AS pp
I! SEPARATION O W
MAXIMUM OF 3 WINDOWS EXISTING � C m
aN PER EVERY OTHER BLADE GLASS DOOR x o 3 In 3 J
O Ll
y
1 GHT-N-VIEW WINDOW 3"MIN X¢
LI �w°
EDGE 1/2"MAX O
"q�w "'�
RP 8 N.T.S. EXTERIOR ELEV , I I 1 11 DISTANC - twit m
g ztA f U0
c� O O t7 3 16 /4"MAX.FROM PIN GUIDE In
u ty w a TO BUSHING WASHER TYP.
L9 p
~w 7n ACCESS 1/4-20 MACHINE BOLT W/NUT @
to 1/2" HOLE 12"O.0 OR k14 x 3/4°SMS 6"O.C. N E
2.875"0 HOLE TO SPAN TUBE PER w 9
dRECEIVE ROUND EMBED. DESIGN SCHEDULE
i WINDOW ASSEMBLY 1/2° (2)6063-T6 ALUMINUM
� AX. ANGLES PER BEAM END,SIZE
a EXISTING .1. PER SPAN TUBE SCHEDULE lei p� �
g HOST 1 4"0 THRU BOLTS SEE BEAM Y m'
STRUCTURE / �CHEDULE FOR REQUIRED NUMBERS
EMBED IN CON RETE OR HS SOLID OLLOW BBLOCWITH
I 3'MINIMUM •^� `J £
SPACING,AND 3"MINIMUM EDGE OISTAPICE CY\ -- .6
0.125" 0.125'
JJJ p
m 0.032" 0.032" MAX,DESIGN LOAD-.h 72 PSF oa
3 SPAN TUBE SECTION a
0,196' ,N.T.S. ; VERT SECTION r
46° / SPAN TUBE SCHEDULE
G / \ NUMBER OF
z ROUND 912E SHUTTER
ALLOWABLE TUBE HRU•BOLNUMBEROT9 AN ANG ER MINIMENGTHGLE ■ gp
l� WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM a dS
`
In a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE
TUBE
D d
LL \ 80^ 1233` 136.7' 2 2 2 _ 3 4• 7"
2St5'k 96" -101,r 108.9` 2 2 3 3 7' r �6
0.125"
123' 39.9^ 94.4' 2 2 9 - 3 7'
,k 60" 129.1' 157.0^ 2 2 2 3 40 7" d F q
\ \ 0.125' 86° 114.8• 124.1" 2 2 3 3 7° r TS
R 1_ 123° 102.3• 109,3" 2 2 4 d 19• 10" °
BD^ I 733,0' 193.9^ 2 2 3 3 7' 7"
02,075' 140.188• r I o ss es' lzzr 16s.r z z s 4 -r_ - 10 � !
03.250° a gg
129" 115.a' 137.5" 2 3 4 5 10 13-
1s ` Tx10X 30' 168.1' 240.0^ 2 2 3 4 7• 10^ {u}¢ a$
9B" 740.6 229.9^ 2 3 1 4 B 10'- - 16'
' LIGHT-N-VIEW WINDOW �� ,� o.,e7s 123" 132.2• 203.1' 3 a s 7 13" 19^ iBtl dOLBEMW 00 PE
29
N.T.S. SABIC PLASTICS 5LX1431T•UL-94HB SPAN TUBE SCHEDULE NOTES:
_ - USE x x x x °ANGLES FOR 2°x5°&2°x6°BEAMS. 15-2339
2. USE 2°x5°x1/4"ANGLES FOR 2°xB°&2"x10°BEAMS, SCALE;
3, USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIMON:
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,
S. SPAN TUBES MAY BE USED 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2 BLADE W ROUND WINDOW BELOW THE BEAM,MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99
ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OFTHE SPANS
'^ B N.T.S. EXTERIOR ELEV ABOVE iRS BELOW THE BEAM.' O
6. LAP BEAMS ARE NOT ALLOWED.
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
8
ANCHOR SCHEDULE: CONCRETE
2.5"MIN EDGE DISTANCE __ ,•l7Cjl1 190
Spans UO To W-D" Spans UD To 8•-3" Spens Up Ta 12'-0" ("J((��,, '7• 5
,
r LOAD CONN TYPE CONN TYPE CONN TYPE
b= ANCHOR (psQ CS C2 C3 C4 Cs Cl C2 C3 C4 C5 Cl C2 C3 CA 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 I-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"17.5" 4.5" 7.5" 10.5" O• �FN n ••�
EMBED(3192ps1 MIN CONC) 62 16_0" 12.5"16_0"16_0" 9_5" 5.5_' 8.5'• 15.0"15.0" 7.5" 4.5" 7.S' 10.5" ,
70 16.0"13.0" 7.0 11.0"i6.0"15.5" 8.0" 5.0" 7.5" U.S"15.0" 7.5•' 4.5" 7.5' 10.5'• 7 / B COMBINATION % �° "•
1/4°MILLENI�UM MIfL�LFAST 43 16.0"16 0"5.0"6 0"16.0"16.0"16 0" 9.0" 7S"16.0"16.0" 8.5" 5.5" 9.0- 13.5"12 x 5 tTYP. g / 70 COMBINATION
1u 5 J
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11,0"15.0"16.0•'16.0"11.0" 7,0" 10.5"16.0"13.5" 7.01' 4.5" 7.5" 9.5"
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"
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¢ l7
100 13.5" 7.0" 4.5" 75" 9.5" 13.5' 7.0"1 4.5"1 7.5"1 9.5" 13.5" 7.0" 4.5" 7.5'• 9.5" 9 3
1/4'ELCO CRETEFLEX SS4 43 16.0"16.0"16.0"16,0"I 16,0"I 16,0"I 16.0"13.5"ifi.0"16.0"16.0"I 12.5" 8.0" 13.0"16.0"
W/2"EMBED(33SOpsl MIN 53 16.0"16.0"16.0" 1 16.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" S W
"16.06.0
70 16.0-116.0"110.5"116.0"16.0"iG.O"10.5" 0 101 Z N(W
CONC) fit 16.0-116.0"(12.5"16.0"116.0"11 0 2.5 8.0 13.5 6. =y"
10.0" 6.5" 11.0'14.0" N W g ><
100 16.0"110.0"1 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" W
1'MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. .i
a
C1 c2 c3 ca 6. Cl c2 c3 c4 cs Cl cz c3 c4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0"16.0"17.5" 8.0" 16.0"16.0'16.0"15.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.D" 14.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE
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
EMBED(3192psl 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
70_i6.0"tz_5_'-4.0" 5.0'• 16,0"15.0" 7.5" /� 11.0"14.5" 7.5" Jio.o" OUTSIDE ANCHORS ONLY
_ 300 14.5" 7.5" �����10.0" 10_0"14.5" 7.5" ! X 10.0"
1/4"MILLENIUM MILLFA57 43_16.0"i6.0 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(3275pS1 53 16.0"16.0" 8.0" 11_0"16_0"16.0" 9,D" 5.0" 7.5" 16_0"30_5" 5.5" S,S' 7.5" ANCHOR NOTES: W 8
A MIN CONCRETE) 62 16.0"11.5' 6,0 9.0" 16,0"13.5" 7,0" 9.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5"
70 16.0° 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" B.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y c�m
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE U) e
' 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). D't3
15" MIN EDGE DISTANCE re
z 114"ALL•POINTS SOLLO-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �r•�Zna m
l� ANCHOR W/7/8'EMBED& CI C2 C3 C4 CS Cl C2 C3 C4 CS C7 C2 C3 04 CS ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATERTHAN OR 'g
1/4-20 55 MACHINE SCREW 43 16.0"16,0" 8.5" 10;5"16,0"16.0"12.0" 5.5" 7.S" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ,p p
i (3000ps1 MIN CONC) 53 16.0"15.0" 6.5"8.0" 16.0"16,0"6.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN. E C
b fit 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" �-v i5 W
A 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. G
.3 •� 70 16.0" 9.0" 4.5" 60' 16.0"10.5" 5.5" 3.0" 4.0" 8.01• 10.0" 5.0" 4.0" 7.0" E g
m 100 10.0" 5.0" 4:0" 7.0" 10.0" 5,0" 4.0" 7.0'• 10.0" 5.0" 4,0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C•90 HOLLOW CONCRETE
BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a
R' 1/4'ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE ANCHOR TYPE,BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
LL ANCHOR W/7/8'EMBED& Cl I C2 I C3 1 64 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
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" CONNECTION`TYPE.
(3000ps1 MIN CONC) 53 16.0"16.0"13.5"16.0"16.0"16.0'14.0" 8.5" 13.5'16.0" 6.0" 8.5" 5.5'• 9.5" 12.0•'
y5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
ry 62 16.0"116.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0' 16.0"'1116.0-1 8.5" S.S" 9.5" 12.0" ONLY.
�� 70 16.0-115.0" 9.0" 14.0"16.0"36.0" 9,0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.5" 12.0" 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
'^ 100 16.0^ e.s" 5.5" 9.5^ 12.0^16.0" e.s^ 5.5^ 9.s" 12,0`•16.0" e.s" 5.5" 9.5' 1z.o" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
2-5/6^MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
_ 1/4'POWERS SS DROP-IN FINISHES.
W 14-2 LT D ClC2 C3 C4 C5 ClC2 C3 4 CS CI C2 C3 C
/ / 05560 AND C CA 5 ��a„„ .
1°EMBED(3000ps1 MIN 43 16,0"16.0 16 6.0"
"14,0"16.0" ,0"1 14,0" 8.0 12.5-116.0-114.0"17.5" 5.0" 8.0" 11.5" 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS S@ 53
CONC) 53 16.0•'16.0 5.5 15.0"16_0"16:0" 9.S' 6.0" 1041116.0-11L.5" 6.0" 4.0" 7.0•• -E-0-7 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEppUATE WOOD FRAMING a S f
fit 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" MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR O QgA6e
SIDE CLOSURE PIECES. •Y• 8
�� 70 16.0"10.0 6.5" 10.5'16,0"12.0" 6.0" 4.0" 7.5" 9.D" 11.5" 6.D" 4.0" 7,0" B4O" 5t
100 11.5" 6,0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" B4O" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
3.1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'X 4"(MIN_.)WOOD STUD.3/4" 9
114'POWERS SS DROP-IN __._ ..._-_. .. ,. _ ._,_ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS CL C2 C3 c4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD.
I'EMBED(3000ps1 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" a aeQ
CONC) 53 16.0"16.0"30.5"15.0"16.0^16.0"10.0'• fi.S' 10.5"16.0"12.0" 6.0" 4.0" 7.5" 8.5•' 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2-ENGAGEMENT OF THREADS IN p
Y
BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER s
•� 62 16.0"13.0" &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. _d
70 16.0"10 S"I 7.0"1 11.0"16.0"12.5"16.5"14.5" 8.0" 9.5" 12.0" 6.0" 4,0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, gg E
100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0"16.0"14.0" 7.5" B.5" 12.0" 6.0" 4.0" 7.5" 8.5" ®
2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
812 SMS W/2"EYEWALL Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 04 CS NUT OR WASHER WINGNUT, COm101 IFFMaL�wwp.E
ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.1."16.0"16.0"16.0" 7.5" 10.0'16.0"16,0" 9.0" 4.5" 6.5 13.5" LI. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
(2000psl 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" 15-2339
l2. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO scAivi
62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" a.5" 6.5" 14.0"14.0" 7,0" 3.5" 5.5" io.o" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DISCRIPTIONI
70 16.0"17-0" 6.0" 8.0" 16.0"114.5" 7.5-"" 4.0" 6.0" 10.5"14.0" 7.D" 3.5" 5.5" 10,0" CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0" 3.S' 5.5" 10.0" " 3.5" 5,5" 10.0"14.0" 7.0" 3.5" 5.5"812 SMS W/2.75 EYEWALL 43 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_' os_.ARMOR INSERT W/2.5^ 53 16.0"16.0"12.0•'16.D"16.0" 0" 7.5" 11.0"16.0"16.0" 90" 50" 80•' 13V
EMBED(2000ps1 FEIN CONC) 62 16y0_'16.0" 9.5" 13.5"16.0" S" 6.5" 9.5" 16.0'16.0" 9.0" 5.0" 8.0•' 13.0"
70 16.0"16.0" 8.0" 11.5"16,0" " 5.5" 8.5" 14.0"16.o" 9.0" 5.0" 8.0" 13.0"100 16.0" 9.0" 5.0" B.0" 13.0" " 5.0" 8.0" 13.D"16.0" 9.0"
qj PE
ANCHOR SCHEDULE: CONCRETE (CONT.) `` 1J�},A`y� N�ggo��,,
2-3/16'MIN EDGE DISTANCE 3-1/8'MIN EDGE DISTANCE , : ?y
... -.. .. • -..- S
G Spans Up To 6'-0" Spans Up To 0'-3" Spans Up To 1210" Spans Up To 6'•0" Spans Up To B'-3" Spans Up To 12'-0"
G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (psf) ;•
X Cl C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C$ C1 C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 C4 CS .
5/16'ITW TAPCON XL WITH 43 16.0"16.0"16.0"116.0'-16,0"16.0"16.0"12.0"16.0"16.0"16.0"111.0"17.0" 12.0"116.0"16.0'-116.0"16.0"116.0"16.0"16.0"160"12.5'16.0"116.0"16.0"111.5" 7.5" 12.0"16,0" ii t•
1-3/4'EMBED(2899ps1 MIN 53 16.0"16.0"14.0"116.0"16.0"16,0"14.5" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"L6.0"116.011 14.5'16,0"16.0"16.0"15.0" 9,0-' 11.5"16,0"16.0" 9.5" 6.0" 10.5'13.0" �O T
CONC) p� 62 16.0"16.0"11.5'16.0"16.0"16.0"11.5" 1.5" 12.0"16,0"16.0" 9.0" 6.0" 10.0"12.5"16,0"16,0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5'13.0'-
7D
3.0"70 16.0"15.5" 9.5" 15:0"1610"16.0" 9.5" 6.0" 10,5"13,5"16.0" 9.0" 6.0" 10.0".1.2.5'16.0"36.0"10,0"15.0"16.0"16.0"10.0" 6.5" 10,5"14.0"16.0" 9.5" 6.0" 30.5'13.0" ^��CeS
, „ „ „ „ „ „ „ " „ ., ,. n " „ „ „ y
100 16,0 9.0 6.0 10.0 12.5 1fi.0 9.0 6.0 10.0 12.5 16.0 9.0 6.0 10.0 12,5 16,0 9.5 6.0 10.5 13,0 16.0 9,5 6.0' 10.5 13.0'16.0 9.5' 6.0' 10.5"13.0" �/
5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"l6,0 16.0"36.0"16.0"16,0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13.0" 9.0" 15.0"16.0" WI�L�`K�X
1-3/4"EMBED(3500ps1 MIN 53 16.0"16.0"16.0"1610"16.0"16.0"15.5'10.0"16.0"16
ezS 160"160" 99,5" 6,5" 11.5"13.5"16.0"16.0"16,0"16,016.016.0"16.0"11_0""16.0"16.0"16,0"10.57.5" 11.515.0
CONC) 62 16.0"16.0"12.5"16,0"16.0"16.0"12.0" 8.0" 14.0" 11.5"13.5"36D16.0"1L16.0"16.0"16.0"13.5" 9.0" 5016.0"160"1057.5" 12.5"15.0" Q 12.5" 5.0"70 16016.0"10,5116010.0" 7.0" 12.0" .51fi3O"16.0'1. 60"Ifi13.0"16.06.010.50
51051013.516. .512.S"15.0"16.0"10.5" 7.5"100 16.0•' 9,5" 6.5" 16.056559,56.5" 11. 75
OO6
12.5"15.0" 3
1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTANCE W W
W/1-3/4'EMBED(3000ps1 CI I C2 I C3 I C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4' CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 04 CS
',W:
Y MIN CONC) 62 13_5"•6.5" 7.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" "
y
. . . . , ,5 , 3.54.05.516.011.50400W
Z
.03,04,016.0"16,09,5" 9.5" 60" 9.5" 16. 12.06.0" 453 14.0" 8.5" 4.5" .5" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3 " " 0G
114.5'
. 6
0"
70 9.5" 3.1" 16.010.5" 6.51012.5" 54.0" 7.00
9.0" 12,0" 6.0 4,0" 6.5" 8.5"
100 6.0" 3.0" 3.0" 4,0" 6.0" 3.0" 3,0" 4.0" 6,0" 3.0" 3.0" 4.0" 12.D" 6.0" 4.0" 6.5" B.5" 32.0" 6.0" 4.0" 6.5" B.5" 12.0" 6.0" 4.0" 6.5" 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK m
1"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCEVl• J!
f) Spans Up To 6'-0" Spans Up Tp W-3" Spans Up To 12'-0" Soans Up To 6'-0" Spans Up To 6'-3" Spans Up To 12'-0" W 11
d o= ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE a
d x (p Q C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 04 CS y of
1/4'ITW TAPCON WITH 43 8.5' 7,0" 3.5" 8.5" 6.0" 3.5" 6,0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5' 8.5" 4.5" 3.0" 4."' B.5" 4.5" 3.0" 4.0" S* i•t
1-1/4"EMBED 53 7.0. 4.0" q,5" q.5" 9.5" 6.0" 3.5" 5.0" 9,5" 6.0" 3.0" 3.5" 6.0" 4,0"
_62 5.5" 3.0" 6.0" 3.S8,0" 4T4..V4.0"
D" 45" 8.0" S.0" 3.0" 4.0" 4.0" Zm<
_
3.0" 6.5" 6.5�"� 4.0" 3.0" 4.0" c U
•8 __.._... 100 /i / �� L-0 // 4.0"
U4'ELCO ULTRACON WITH 43 13.0"10.5" 6,5" 13.0" 9.0" 9.0" 13,0" 13.0" 9.0" 5,0" 3.0" 4.0" 9.0" 5.0" 4.0" �„t/.•(� CR
R 1.1/4"EMBED 53 10.5" 6.5" 10.5" 6.S' 6.5" 10.5" 10.5" 6.S'; 6.5" 4.0"
6
s 1 62 8.5" 9.0" 8,5" 9.0" 5.0'9 4.0" 4,0a707.0" 7.5" 7.0" 7.5" 4.5": 3.0" 4.0" 3.0"
i 100 4.0" 3.0" 4.0"i 3.0"
O 1/4"MILLENIUM MILLFAST 43 12.5"10.5" 4.offs-.0" 12.5" 9,0" 5.0" 9.0" 5,0" 4.0" 13.5"11.5" 5.5" 7.5" 13:5"10.0'5 5.5" 5.0" 10.0" 5.5" 4.5" O _a
3 m ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" 4.0" 10,0" 6.5' 610" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0"; 4.0" 7.0" 4.5" `c
62 8.0" 9.5" 8.5" 5.0" 4.0" 4.0" 9.0" 5,0" 5.0" 9,S' S,5" 4.5" 4.5" S
70 6,5' 7.0" 4.0" 4.0" 7.5" 4.0" 4.0" 8.0" 4.5" 4.5"
6 z 100 4.0" 4.0" 4.0" 4.5"y/ 4,5'1/4' 4.5"
8 1-1/4'MIN EDGE DISTNCE 2"MIN EDGE DISTANCE
3 ANC OR W1INTS S EMBED
- - -
� ANCHOR W/7/8'EMBED& CS C2 � C3 C4 CS Cl ETT-C-3-1-641CS CI C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 I G I CS Cl C2 C3 C4 C5 g
1/4.20 SS MACHINE SCREW 43 15.0--113.0-15.0" 6,0"115.0"111.0"16.0" 3.D" 4.0" 11.0" 6.0" 3.0" 5_0" 16.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16.0"11.0" 5.5'• 3.0" 4.5" 8.5"
x 53 12.5"17.5" 3.5" 4,5" 12.5" B. 4,0" 3.5" B.0" 5.0" 3,5" 16.0"13,0" 6.0" 8.0" 16.0"14.0" 7.5" 9.0" 5.5" 13.5" 9.0" 4.5" 4,0" 6.5"
62 10.0" 5.5" 4.0" 10.5' 6.S' 3.0" 5.0" 5.0" 3,5" 16.0" 9.5" 5.0" 6.S' 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9,0" 4.5" -0.0 6,5"
�� 70 4.0" 5.0" 3.5" 14.5" B.0" 4.0" 6.0" 15.5" 9.5" 4,5" 4.0" 7.0" 9,0" 6.5" q
100 5.0" 3.5" 5,0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4,0" 6,5" _?.O'.'
.0" 4.5" 4.0" 6.5" 93
5/16"ITW TAPCON XL WITH 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE S! 51
m
1-3/4'EMBED Cl C2 C3 04 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3' C4 CS CS C2 C3 C4 C5 CI C2 C3 C4 CS SSS g64
43 16.0"116.0" 9.0" 12.0"16.0"14.0" 7.5•' S.0"_8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5" �yy
53FEE15.5"10.0" 5,0" 6.5" 10.0" 6.5" q,5" q,5" 8Y
p.� 62 13.0" 7.0" 4.5" 8.0" 13.0" 8.0"
C� 70 10.5" 5.S' 4.0" 7.0" 11.0" 6.5" 5.0" 5.0" 6.5" 4,5" 4.5" 4 y
4.5" 6.5" 4.5' 4.5" a
1-9/16'MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE
5/16'ELCO ULTRACON WITH CI C2 C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS OOPfP1W1IFANNLBUDUf47((IP.E
1.1/4"EMBED 43 12.0"10.0" 12,0" 8.5" B.S., 7.D"
53 9.5" 60 9.5" 6.0 fi.0" 16.0"30.5" 6.0" 8.5" 16.0"11.0" -6.0" 10.5" 7.0" 15-2339
62 E.0" 8.0" 14.0" 7.5" 7.0'• 14.5" 8,5" 7.0" 7.0" SCALE:
5 70 6.5" 7.0" 11.5' 6.0" 6.0" 12.0" 7,0" 7,0'• PAGE DESCRIPYIONI
g 100 7.0" 7.0" 7.0"
dC - aF
ANCHOR NOTES;SEE SHEET O
n
$ 9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
2'MIN EDGE DISTANCE
LOAD Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0" .j\(� •• I�Q.r
CONN TYPE CONN TYPE CONN TYPE
o ANCHOR (psp A �+�
= Cl C2 C3 I C4 CS Cl C2 I C3 C4 I CS Cl C2 C3 C4 CS Q M6
#12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" CO16.01,15.5' 8.5" 4.5" 6.5" 15.5" 8.5"ARMOR INSERTW/1-1/4" 53 16.0"10.5" 5,0" 11.0" 6.0" 3.5" 5.0" 11.0" 7.0"EMBED 62 14,0" 7.5" 4.0" 9.0" 4.5" 4.0" ." 7A" " "=m 70 11_S' 6.0" 3.5" 7.5" 3.5" 3.5" 5.5'• 7.0"100 7.0" 3,5" 7.0" 3.5"
ANCHOR SCHEDULE: WOOD (G=0.55)
3/4'MIN EDGE DISTANCE I�1
�Sd
G G LOAD Spans Up To 6'-0" Soans Up To 8'-3" Spans Up To 121•0" � OI QLL
O ANCHOR (Pso CONNTYPE CONNTYPE CONN TYPE Z N m0 W oY
x Cl Q C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W
1/4'LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5'• 4.S' 6.0" 16.0" 3 W
MIN THREAD PENETRATION 53 16.0"16.0" B.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" 111 a J
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 W..
tUup9 w
70 16_0"16_0" 6.0" 7.S' 16_0"16.0"12,5" 4.0" 5.5" 16.0"16,0^11.5" 4.0" 5.0" 16.0" N p
F 100 16.0"11.5' 4.0" 5.0" 16.0"16.0"11.S' 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" ¢
7116"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"
d 1.13"MIN EMBED 9114-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0"-Co-- 3.5" 5.5" 11,0" 7.0"�3.
" 4.0" S. ci
ci
O SS MACHINE SCREW
m fi2_14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4,5" 3.0" 4.5" 7.0" 7.0" " 4.0" 5.0" M
0 70 12.0" 6.0" 3.S' 5.5" 12.5" 7.5" 3.5•' 4.0" 5.5" 7.0" " 4.0" 5.0"
3 •� 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"
#14 SMS OR#14 WOOD 43 16,0"16.0"12.5"14.5"16.0"16.0"I6.O" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7,0" 16.0" W
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"
d THREAD PENETRATION 62 16.0"16.0" 7.5" 9_5" 16.0"16,0"11.5" 5,0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0"
70 16.0"16.0" 6.5" 9.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0"
100 1fi.0" 9.5 4.0 5.5 13.0 16.0 9.5" 4,0" 5,5"113.0"116-" 9.5" 4.0" 5.5" 13.0" cn <
ANCHOR SCHEDULE: WOOD (G=0.42) O zm B.,
S - 3/4'MIN EDGE DISTANCE `cu E
R6 rti LOAD SDans N Ta E Spans N TO 8'-3" Spans Up To 12'-0" J E g
m 8 ANCHOR (psi CONN TYPE CONN TYPE CONN TYPE J`
= Cl C2 C3 C4 Cs Cl C2 C3 C4 CS Cl C2 C3 04 C5 o
m 1/4"LAG SCREW WITH 1-3/4' 43 16.0"16.0" 9.0" 10.0"16.0"116.011116.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.S' 15.0"
MIN THREAD PENETRATION 53_16,0"16.0" 6.5'. 6.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5"! 3.0" 4.0" 57.0" 01
fi2 16.0"16.0" S.S' 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, o
70 16.0"13.5" 4.5" fi.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0"
100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.D" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"
"I #14 SMS OR#14 WOOD 43 16.0"16.0" B.S' 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"
S0 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.$"
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.S'
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