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ENGINEERING EXPRE55�
PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS® EXPERT
PRODUCT EVALUATION REPORE
3/30/2015
Application Number: FL13757.2-R3 MAR 0 2017
EX Project Number: 15-2339 PERMIT-TING
St. Lucie County, FL
Product Manufacturer: Town&Country Industries
Manufacturer Address: 400 West McNab Road
Ft. Lauderdale, FL 33309
Product Name& Description: 6.8 Streamline Shutter
Large Missile Impact Resistant Accordion Shutter
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-
3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
(2014)and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
EX drawing#15-2339 titled"6.8 Streamline Shutter", sheets 1-11, prepared by Engineering Express,
signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report.
• TEST REPORTS
Uniform static structural performance has been tested in accordance with.ASTM E330-02/TAS 202 test
standards per test report(s)#HETI-10-3024, HETI-10-3026, HETI-10-3033, and HETI-10-3034 by
Hurricane Engineering&Testing Inc. (HETI).
Large missile impact resistance and cyclic loading performance have been tested in accordance with
ASTM E1886-05&E1996-05/TAS 201 &203 test standards per test report(s)#HETI-10-3035, HETI-10-
3036, HETI-10-3037, HETI-10-3038, HETI-10-3039, HETI-10-3043, HETI-10-3042, HETI-10-3041,and
HETI-10-3040 by Hurricane Engineering&Testing Inc. (HETI), in addition to test report#0353-1102-07 by
Hurricane Test Laboratory, LLC(HTL).
• STRUCTURAL ENGINEERING CALCULATIONS��,.�a+11111'°°1°b�,i��
Structural engineering calculations have been preparec�e�9 (i.�
evaluate the product based on comparative and/or ra 3r •• •'Ori thgineer's Seal Valid for
analysis to qualify the following design criteria: �� e••���G StePag s »d1 through 2
1. Maximum Allowable Spans Z 54.
2. Minimum Allowable Spans No. -
3. Minimum Glass Separation Z '
4. System Porosity z .p; STA OF
5. Anchor Spacing s •• n1* • enar o,
6. Anchor Capacity '�'�`O��cS'. LQ 6549 C.A.#9885
J.
160 SW 12T" AVENUE #106 DEERFIELD EACH, FL 33442
PHONE: 954-354-0660 FAX: 9.54-354-0443
WWW.ENGEXP.COM
Y'� ENGINEERING
. F
EXPRESS= 3/30/2015
Town&Country Industries—6.8 Streamline Shutter Page 2 of 2
No 33%increase in allowable stress has been used in the design of this product.
Separation from glazing is required for use within the HVHZ and essential facilities.An equivalency letter
is provided with this evaluation report for equivalency to ASTM E 1996-09.
Impact Resistance:
Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports,
and is accounted for in the engineering design of this product.
Wind Load Resistance
This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product
Evaluation Document(i.e. engineering drawing).
Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e.
engineering drawing),along with all components noted therein.
i
The product components shall be of the material specified in the Product Evaluation Document(i.e. i
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering
drawing)as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered
professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination,and
other such damage at all times.
This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ).
160 SW 12T11 AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
E V
MAR 2 0 2017
PFRn
6.8 STREAMLINE SHUTTER ,DOPE
'
St. Lucie County/, FL .�'
GENERAL NOTES:
FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING 0 46
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE
INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH %-o
MEETS MISSILE LEVEL"D'ANP INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996 09. SECf1oN p'..00 � c
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. i� �.
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE -TOP TRACfIi��
REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ; e 6
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/030. UI Q LT ON
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED t Y A 1.5 «m 17d
SAFETY FACTOR. II
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND FPLAN VIEW 3
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. m d m
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zd 21 o a
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN.
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE. cc c
F DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85
SHALL BE USED.
m
B. DE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N ^,
8 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a d
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O Q
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 9' w
63 OF THE FLORIDA ADMINISTRATIVE CODE. 'e �]
e 10. THESEHESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE O G y 0 0
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMcl
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. z2<l
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS. HURRICANE PROTECTIONBOTTOM 3t
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING.
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED DATED AND
e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK
W W
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING His/HER APPROVAL. LOCKING MECHANISM,SEE 3 g
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o
INFORMATION: TOWN&COUNTRY INDUSTRIESO1
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1806,E1996&E330 1 SHUTTER ELEVATION
FLORIDA BUILDING C DE APPROVED 1 203 N.T.S. EXTERIo0.ELEV
n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
TABLE 2:
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL 5'
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK ORj
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES i3 FI �
S 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER yy
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. , L6
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 30". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_3ITABOVE >30 ABOOVEVE 5 30 ABOVE >30'ABOVE
H 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE SI .
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 77 2-114' 1518• 2-=' 1.518"
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
99" 3-1f2' 1-7/8' 35/8" 1-718"
TABLE 1: 120" 4-1/8• z^ _ a-va° 2" .��
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4.7/8' 2" 5" 2' 9IIs
@ 111
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE B
5 MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE NOTES: tl% .E
SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:iIDEFINED N MIAMI-DADS COUNTY AND R THAN M COUNTY FLORIDA, ppp�p ry-.2339DDPE
2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. VH2:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
POSITIVE NE- OIITIVE SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339
SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 3 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PAGl
SPAN PRESSURE PRESSURE ►ADRDRBC111R10N:
PSF LSF DESIGN PRESSURES FOR TI IE NEM HIGHER 4. INSTALLATIONS� PIN WIND ZONES IITTHROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL
L� l I SPAN SHALL BE USED.
72' 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-S/8'WHEN>30'
89` 70 70 ABOVE GRADE.
S. ABOVE INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
09 9
, S3 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
_ 144° 1 43 40 E1996.09.
i;
_EPAry innaDo,P.E.
O.l ls'
PR0N VARIES a .,,,""1Y111RR-0-0�r 74H9 ''�•,,''',
2.674• T 4.874' �f I
s o.oao°
. _
0.125' 0.062° 0450• N
o 1.708° 0.100° �-°1.830° 0,062'
n 1.708' 0.100' N -I- i 0.080" 0.063' .°
0,19s' 0.096" 0.195' c _-r 2.820° N
0.060'K7'0'� ry 0.060" zA.�gp
-� y 0.062° 1.908" i"O 'I
0.125• 0.630 0.670• y
T fo T 1.993°•� I I i�� ••
0.630" 0.062° 0.630° 0,062° -.L 0 143°1 0.0 6° 4 s
.1.,+ �1. 0.971' }0.971'i 0.143" //// $ E o:
-�"1' -Lr-+- 1. 70" a 0.630° / 1 a
0.062 0.200° �-1.069' 0.062 0.200' 0' 0,630" 0.06 '"• 0.062 '' (9€€
Q 193
�-1.069' .l'.. 'An w L 00 W$
UPPORT LEG OPTIONAL I I 0.200• },1 069",.� 0.062' 0' ` N 9 3
5.745°MAX.
x1.069" 0.062' w
3 --
5.745"MAX.
Oj WALL O BUILD OUT WALL 03 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL W W
SCALE.HALF-SIZE SCALE:HALF S1ZE SCALE:HALF SIZE SCALE+HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE •+0
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
0.874"}- {--2,655tir
0.875• r`
2.195" I �---}0,52.195° 1.230' '
d I 1.229' I I 0"
jI�' ma M O m
0.745. (2)
2.655° � .r�, I : O : 0.3'2 r:
g jl.069r ry OnI 0 0.105' I 2.362° 4,84• a�-}-- ZI IL '� I . �i I N m4.510°1.069' ry ro ry .n QD ry r- L.\/:. CIl+
$ O.lOs" 0.075° n [0.075" m
0.105' 4.510" _ _J ri 0.044' E 3
I o.99a•{1 g
~ -� �. 4 510"- } BARE METAL WTESTED/0 PAINT IS 0.039'
g r`
ICKNESS OF
0.781° I w
�-3.506"--�
O SILLSCA EI HALF SIZE OB SILL ADAPTER O SCALE HALF SIZE D SALE ALF size ADAPTOR 11 SCALE.HALF SIZADJUSTABLE E
BOTTOM 13 s 8 LE.HALF SIZZLE SLAT/BLADE
,y SCALE:HALF SIZE
g
m I N u
T MelY
0.0 0.477' 0.341° 1.570' °
0.143" 0.143`l 0.590' .06 10.070` 0.245'
1.708'-t 0.143' .096° 0.00°6
115' ®0.0 0.1
4.753" 80"
0.090° 0 1
4.510" 96°
0.180'
'
je
,
Q�
N I 0.080'
0.080• II CCPOWFI WILODIM M
�B.Uqq- 0.227" 0.682• 0.630' 0.060°
0.693^ 15-2339
NOTE:THICKNESS OF BARE 2.822' 1.625••--I 0.420" ac -
METAL W/O PAINT IS 0.039" P&ae oRscuanom
�g 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP �g WALL SILL
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ll
t �
1N •P.C.
1.9so• AGq,9'��,
0 125` 0.610' STAINLESS TEL •280"i--f NYLON WASHER OR
T� ASSEMBLY 4 0' ALUMINUM 0.357' •°vT
0.320"0 HOLE �0. �"
o+�: z T=:• 0.276° D•
000"•'I���� 7}.,, 910 x 2.3/4'410 Hi S.S.
0.88 NYLON �9 v n. "^( INSERTS SCREW W/TC ULTRACOTE �- (0.591°
ni 0.05 WHEEL T O.If 20°0 1�0 COATING Tn T A
1.100"-{ }o.z4o` �i m a.asz• Il
j TRACK (TYP TOP&BOTTOM) �I a �
NYLON BUSHING W/WASHER: 1-
j'5°MAX. -j TYP.AT EVERY OTHER 0,970` 0.750' 7/16'0 x 1/2'0 INTERIOR JOINT TOP 0.154°-1 •0.137° �� uu
INSIDE JOINT AT TOP. 7/1VO x 1'W INTERIOR JOINT BOTTOM / gg b
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR LA •:�
1 g ANGLE HOUSING-ZINC DICAST,POWDER COATED >
22 ROLLER ASSEMBLY 24. BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT 46.0 -
SCALE+HALF SIZE
SCALE.HALF S1ZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE.HALF SIZENp'z b
OR KEY/THUMB TURN OPERATED INSIDE."0.250- 23 BRASS PUSH LOCK YY ,SCALE:HALF SIZE
uj
Ol
abE@EES
2.75R00•-. 5255"0 (
o 1.978'
R0.500' 4.000' 0.236 1.742
° n •+ 0,.2•••86" 0.2•+mmnoG7
"
0.50' 1.710" 1.224"0 0.623"
o 0.531' 0.531'
0.790` 0.090 0.319
0.064 2
c 0.28
2.25' 0.09 ° 60710.607 0. '
0 0. 0118'
0.06 0.224' 0.239 m m n vi
096 0.240".4 '
^2.00° � orn
.WiWH,
A
'
�$^<'
^ 27 28 RAINGUARD DECORATIVE FLOOR TRACK 3,476°
SCALE:HALF SIZE SCALE:HALF SIZE 0.160° 0.222'1 r ash
1.001 0.062" 0,062• 0.062' 4.0.176" V
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BO CENTER ^ 5 I
SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE
u fff 3
-10.062° a o
j�.5.500"x 13/16"WIDE "0,400' �1 ymypp a r`
-_ ° 7/16"0 STAINLESS ul
(�+-7 STEEL NUT r,
h T• 30
0 " 0.438'
Ir0.168• 5/16-18x1 MACHINE SCREW
• 5/16.0 INTERNAL STAINLESS STEEL t N 0.121"
r 4.500" 1--f 0.689" POWDER COATED,ZINC DIE-CAST THREAp riti .3 11
SECTION A HEAD STYLE VARIES 1.050
DELTA ODEL 202 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3g THUMB SCREW 9
! INDUSTRIAL SYS MS (OPTIONAL) SCALE,FULL SIZE SCALE:FULL SIZE n c p,25q• 400 40b 40c
35 BOX LOCK SCALE:HALF SIZE "+ �I o.319 END STRIP 1" it g 1
SCALE.HALF SIZE
--2.DDD"-� 2" & 3" EXT
1.62S--11.500° 1ro•125• 8
y- -j � 0.12' SCALE. HALF SIZE $ 1
1 0.000125' I 0.093" ,
0.085"
"�' �0 0.125' WIlIWNfFANIfLWH400PE
0.250• o o.aes° 0.093° ^ 15-2339
1 SCALE: -
LDAoO otRG11riRON:
( 7.000' 1 20 ALT. 1" END STRIP 21 1.5"0"XO.093" ANGLE 25 2"x3"x0.125" ANGLE
39 2X7 ANGLE SCALE.HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE
SCALE,HALF SIZE
DO,P.E
ANY ANCHOR PER ANCHOR EDGE DIST,
SCHEDULE IS'O.C. rEXESTING DIST
GLAZING SEE END STRIP
SCHEDULE FOR
A .ANGLE EMBE SPAN WHEN US S
LEG D RECITON 20,408,40b
EMBED. 17 a (INTERIOR) R R a 1� 1/4" OR 6.8 STARTER A
IC 17 ®S IT AX, WITH 21 OR 2S. a '�
MIN.0.062'THICK 6063-T6 ALUM. 21 25
ANGLE 1'x 1"MIN.TO 2"x 5"MAX.
DIST
EDGF�c 30 (ANGLE LEG MAY BE REVERSED) yy
FASTEN ANGLE TO TRACK W/
>
g ANY ANCHOR PER ANCHOR (2 AlOxl'SCREWS O > LL
CORNSµ,TOP&BOTTOM•AND Q 0 19 a ya
n
SCHEDULE IB•O.C. ATTACH TO 6.8 STARTED W/ w 9 W B
13 #12 X 1/2"GALVANIZED OR
13 *12 x 1/2'GALVANIZED OR S.S.SMS.S.SMS 3/16'0 ALUM.POP6.80"(TVP.) 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET Ok 1/4-20 MACHINEUSE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 0 18"D.C. NTH ENID) RA NDD AIL BOLT&NUT o is,D.C.
(EXTERIOR) 5/16.18 u1UMB SCREW INTO THREADED o W•-'
INSERT 3 AT 1/3 SPAN TO 2/3 SPAN V-0'• ANY TRACK E ,0 W
FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDUSCREW BOSSES. t
TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO
SCALEe 3"a V-0" 1"HEIGHT. 1•DID(2.71 6
,VALTERNA7
1F SPAN
7202
USE O BRASS PUSH LOCKOR(1�5/16-18 THUMB LOCKING DETAILS FOR 2+BID(3,79 pSCREW 1(p3y��10 T REpDEO 77 SEE ENO STRIP
ITNFO
02//3 SPAN FRO3 SPAN CENTER MATESSHOW ON RANDOM ® 82SPAN WHEN USISCHEDULE R NGw18BOTTOM OF SHUTTER. }ECEIVING HOLE SHALL BE 30 DETAILS 3'B/O(4.79_72_ 20,40a,40b OR40t,10"MAX WIDTH,UP T 13 ® 1/4" OR 6.8 STARTER1"HEIGHT. gp ALT.1"Bf0 2AX. WITH 21 OR 25. E 0
6cc
d (2.7)
t0 9i" 1 USE APPROPRIATE v
132 75" STARTER STRIP TO
�g _ — 1.5'!d' 46 B 4 20 FRONDS CLOSURE ^� 'E
13 x0.093' FOR
_5T_ BUILDING CONDITIONS ✓�3
3 sl -a __ 1�- TO TRACK ER STRIP m o g
(INSIDE) g
_ SCREWS AT CORNER,TOP
x0.i s• 45
1 � ALTERNATE END STRIP DETAIL a BOTTOM.
13N
SCALE,3".1'-0" BANT I OSSESACKW/SCREW
H �QgqI�� _70
Ld SILL = � Fl
EOR GREATER SPANS OR LOADS THAN
W SHOWN IN END STRIP SCHEDULE,END
9 I STRIPS RlQUTAEAI'x1'.WD'CLIP ANG Lt EXISTING GLASS
Z (ANCHOR SCHEOUI416 SPAII USING E 61414x1/4 RKUOR ON Y '-
0 z 13 SCREW OR U4.20 BOLT TO END MIP. yy E �Ea
I USE(1 BRASS PUSH LOCK 30 jFW USS(11 /9 6A 1pS THU BLOCK (INSIDE) y $$p¢¢(
SCfiE11�5 ip1F6�0 THTREADED 30 13 :9 TTSNCR�I�OAT R/33M SPAN SILL 7 �it go
m ITTNSERT PTI N FRO SPAN (�IDE) LBS �OM OF S UTTER 11
BOTTOM OF SHUTTER.
a RECEIVIf G HOLE SHALL BE �S
'� 1�MEIGN ,WIOTM,UPT 3
TYPICAL OUTSIDE CORNER CLOSURE
CC1 DETAILS WO/CORNER POST ` E'
NTS 13 30 OWB001REMNtLEENYA470rE
13 31 15 13 3 (OUTSIDE) 15-2339
P SILL USE 11)BOX LOCK AT 1/3 PAGE AROR6CRIPEIONI
e SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE (
CC2SBLY
MULTIPLE SHUTTER ASSEMBLY
DETAILS WO/CORNER POST MULTIPLE
NTS �SSCALE(3"=1'-0" /Q L
iC ��
p.E.
C1 CONNECTION TYPE /
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE y
SPACING •VY
C1 CONNECTION TYPE 1/4-20 MACHINE BOLT J -
\ REFERENCE ANCHOR 1/2• W/NUT @ 12"O.C.OR =
/ \ SCHEDULE FOR MAX. L/2, N74 SMS CZ 6"O.C.
SPACIN (TYP.TOP L BOTTOM) m ;
2 FASTENERS ALUM. TUBE Y I ♦ yo \�
8083-Te ALLOY � h' � n
EACH ANGLE SEE TAPILF A FOR SIZE. n )g(�Ry�Ofj w //
ALTERNATE THRU BOLT lVJ"� IIJJ -m le'
aq
1"x 2"x 1/8" C1 CONNECTION TYPE ¢W >
OR 2"x 2"x 1/B" REFERENCE ANCHOR MNGLASS W f11 44Q
ALUM.ANGLE ° I (� I SCHEDULE FOR MAX. SEPARATION 13 = Z,. MCI Cw 5
13 I SPACING PER TABLE 2 h w n
THREE 3/16"0 ALUM. ° = 4.j ~
GLASS
POP RIVETS OR 0 77 1 I OR ODOR X 0.4 f N 'g�
THREE 012 5M5,TYP. <3 M
3/16"0 ALUM.POP 1 � � E w ow..
17 RIVET 18OR OC.t(TYP.12 71S �- // ��RN���� 50 R z ~a a
TABLE A(op) — ^\�D w
PRESSURE VS ALLOWABLE LENGTH \_ w h
7a MAY USE MALE OR p m
2°Xrxl/8" 3N°B%b' FEMALE LOCK-SLAT w G
PSp No Q�0
m 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
6z 13V ter V-03 CONNECTION TYPE C1 CONNECTION TYPE I GUIDE TO BUSHING
$& 72 120• 17V O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r - WASHER(TYP.) Y
CC3 SCHEDULE FOR MAX. SCHEDULE
82 119' or NTS
FOR
MAX. K8
tt SPACING _-�
92 110• I 14x3/4"SMS(A 9"O.C. h
6 165'
; 110" 16Y ---� ANGLE TO TUBE CONNECTION s
OS20 2" 2 x 125" owl °C
130 10a" lar TABLE B(co) EXISTING HOST EMBED. 6063-T6
93ALUM.TUBE O am III
r 11• sTRUCTURE
200 8B' 114• PRESSURE VSALLOWABLE LENGTH 5 CONNECTION TYPE
PSF 2W111 B10 W1�TII;oo EDGE DISTANCE REFERESCHEDULEEFOR MAX. ^-� `f E r
§E SPACING
JJJ 3g
62 113" 166• ASTENER IP 18"O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION
72 lOr IST (USE ANY ANCHOR SHOWN g
82 101• lar IN ANCHOR SCHEOULE). SCALE 3".1'-0"
92 95' 139' O �7
102 90• 13r
120 8r 12r w .
ISD 7V !09' rch W
R 64• 94• wu 1--1 m
"x2"x
3/16 RIVET ORoINSIDE
S 090"6063-T6 n MN GLASS
LM 18"O.C. 77 ALUM,TUBE TYP. EPARAPER TABLE O I�/I j
NUT&BI. 2 o Z m s
3/16"�ALUM.POP GLASS
ALURIVET OR 012 SMS Y ~ OR DOOR
6063-TLID 10"O.C.(TYP.)
SEE TART F B 2"x 5"x 1/8" `� d
2 FASTENERS x CONTINUOUS a
EACH ANGLE ALUMINUM ANGLE - ,0
1"x 2"x.093" OPTIONAL ANGLE INSIDE - 3 1
ALUM.ANGTHREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 b @
R o POP RIVETS OR "�
17 THREE 012 SMS,TYP. w g
° ° 7"x 2"x 1/B" 4 CONNECTION TYPE a
OR 2"x 2"x 1/8" REFERENCE ANCHOR
13 ALUM.ANGLE SCHEDULE FOR MAX.
SPACING WPeF=FRWLQUFA OPE
USE MALE OR FEMALE
LOCK-SLAT EXISTING CONCRETE, 15-2339
13 13 BLOCK OR WOOD FRAMING
SCALH
INSIDE SILL MOUNT SECTION PA°auTscptynuN�
a 012 x 1/2"GALVANIZED (OUTSIDE) EE SCALE.3"°1'-0"
CC4 TYPICAL CORNER CLOSURE DETAILS DR S.S. ET. R 1/4- ALUM. SIDE CLOSURE OPTIONS
POP RIVET.OR&NUT SCALE,3"°T-O"
NTS MACHINE BOLT&NUT (r7
Ld
v.e.
C5 CONNECTION TYPE `6 NN yr4?
REFERENCE ANCHOR XISTING CCA'sL 4
Oj SCHED LE FOR MAX. STRUCTURE •O j,y jr�0 (� .1
00 0: S"MAX. 1/4-20 MACHINE BOLT
GLASS a w- GLASS w Cl CONNECTION TYPE W/NUT(f0 12"O.C.OR
OR DOOR u�+ OR DOOR w REFERENCE ANCHOR 19 S
r 8 w} r w O SCHEDULE FOR MAX. 014 SMS(A 6"O.C.
F- SPACIN /2^ (TYP.TOP&BOTTOM)MR
T
Qz wW
MN 13 K N N J GLASS y=j N Q /2' I Q• O .'
1/4--20 TMRU BOLT W/ GLASS ¢ ¢m 014 x 1/2"SMS g1 12"D.C. ;EPARATI PERX z z F- u F .3
LOCK NUT({0 12^O.C.OR 'fin t I=-w Fa. OR 3/16"0 ALUM.POP TABLE 2 Q a O �R[6�OJ / "&" B
12 x 1/2"SMS @ 12"O.C.E.S. PER Fr.. RIVETS(P 6"O.C. OR 1/4"0 Y H w O OR lfU6J
OR 3/16"0 ALUM.POP T 2 w0 ALUM.POP RIVETS @ 12"O.C. W Iff
RIVETS(A 6"D.C. E.S. �z >Qn�
11 AND 3 1/4"MAX.FROM PIN MN GLASS 7 Q z LL
R 1/4"m iz
ALUM.POP RIVE7S O SEPARATION 13 Fw- O t mW o
(pl 12"D.C.E.S. ASSEMBLY
1/ AX.FROM PIN i II a r
1/2"TYP. PER TABLE 2 =w f fy' w
O9 AND la GUIDE 0 BUSHING WASHER(TYP.) :33 IN
ASSEMBLY WASHER(TYP.1 S GLASS w
1/2"TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR X o z Fa- N
o BLOCK OR WOOD FRAMING "' DGE REFERENCE ANCHOR r o a o W
m SCHEDULE FOR MAX. S ,CL ,'�,�p e7:
ws / 4 CONNECTION TYPE IS . SPACING Q <
EDGE REFERENCE ANCHOR
DIS SCHEDULE FOR MAX.
SPACING AS SHOWN w
3 CONNECTION TYPE IN DIAGRAM ON PG,9 13 o 5 aO 6R �'
REFERENCE ANCHOR EXISTING CONCRETE,
SCHEDULE FOR MAX. 1/4"MAX.FROM PIN
BLOCK OR WOOD FRAMING TO BUSHNG
SPACING.ALT.FASTENER C1 CONNECTION TYPE
GUIDE
LOCATION.FRONT AND REFER NCE w9
CE ANCHOR WASHER(TYP.) �' Y
\
I/'.
/4 MAX.FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 1 — ,1
111333 WITH THIS LOCATION SCALE 3".1'-0" SPACING
PIN GUIDE TO 5 CONNECTION TYPE
BUSHING WASHER O INSIDEMOUNT SECTION REFERENCE ANCHOR vF m
A SCHEDULE FOR MAX. =,C e 0
(TYP.► m
I SCALE,3".1'-0" EXISTING CONCRETE, SPACING O s
BLOCK OR WOOD FRAMI EMBED.
A O z a<
/ CD BUILD OUT MOUNT SECTION
. / TYP. BOTTOM EXISTING CONCRETE, SCALE i 3".P-0"
BLOCK OR WOOD FRAMING
EXISTING a
m NOTES FOR DETAILS A.B,D AND E ON THIS SHEET E6cit ST 4 CONNECTION TYPE EMBED. STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS' REFERENCE ANCHOR 5 CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX.
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACKW SPACING
USED WITH THE BASE TRACK MUST BE CONTINUOUS .,
OVER THE GAPS BETWEEN SECTIONS, 3 16 1/2" &R@
N
C F W W O
yr` GLASS wh 55
u OR DOOR GLASS 13 w w' � i
'3g w 012 x 1/2"SMS @ 12" ARA z Z 3 W+ t-w :1,
gbd
G W f O.C.OR 3/16"0 ALUM. PER to p y Q 13 j N N w
w >> POP RIVETS @ 6"O.C. TABLE 2 X�0 z r GLASS OR MR z= �m
F-N N w w OR 1/4"0 ALUM.POP Q o Q DOOR M < J -
MN GLASS 73 y r z U m RIVETS(�12"O.C. Y u y PER TABLE 2 Q w•O Q F- Sol
PER TSEPARAAIONBLE
< U3 4
z tt 4 r O AND OB 1/4"MAX.FROM PIN Y
1/4-20 S.S.MACHINE O A
E w D. ASSEMBLY 1 2" VIDE TO BUS IN Y
a SCREW 6 NUT(� ww 1/ t
12"O.C. -HER(TYP.► w0 1-
GLASS w O � 1/4"MAX.FROM P N
OR DOOR X 1/4"MAX.FROM PIN m 4 CONNECTION TYPE W O ]/2"` GUIDE TO SHING
X GUIDE TO BUSHI G �• REFERENCE ANCHOR Q WASHER(TYP.1 �3 i
r S WASHER(TYP.► E GE oXIR(artFWJixLNYil1iDOPE
5 5.. EXISTING CONCRETE, IS SCHEDULE FDR MAX.
N P, @LOCK OR WOOD SPACING AS SHOWN 2 CONNEC7ION TYPE 15-2339
FRAMING EXISTING CONCRETE. 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX.
OR SCHEDULE FOR MAX. SPACING PADC DFICRUMOMt
"x 3"x 1/4"CONT. CONNECTION TYPE 012 x 1/2"SMS p 12" SPACING.ALT.FASTENER EXISTING CONCRETE,
063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING
MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D
S SHOWN DASHED SPACING DR 1/4"0 ALUM.POP WITH THIS LOCATION 49
RIVETS(A 12"D.C.O WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION F WALL BUILD OUT i
D
SCALE,3"=1'-0" SCALE t 3".1•-0" E
5
SCALE,3".V-0"
3
D.E.
MN CLASS
GLASS SEPARATION R TABL1@2
o'
OR DOOR PEE 2 1
¢00 i GLASS OR r
W u u DOOR D,
�
u to j
C— Q Z GLASS OR MN C+LA55
I H w0. DOOR SEPARATION
X N a 0:U) PER 2 "r
4 0: rP=ER
ASS W w
E F w
fO
e Z j Iwy 4 y/ ••
a
�N =ao NNS
_ Z w 3
-�m a Z&� 13 VI zox/2" °Z C1 CONNECTION TYPE oZ1/4"MAX.FROM PIN GUIDEu a REFERENCE ANCHOR u 4R ITYP.) Q N SCHEDULE FORAGING aN 3 ww(�'WO 1/4"0 WOOD oWLAG SCREWS(m z4" NNECTION TYPE 250 w"
O.C.MAX.WITH 2" ENCE ANCHORTHREADED PENETRATION DULE FOR MAX.T"INTO CENTER OF 2X STUDS ING 17qEMB."T' 14 SMS 0 MIDSPAN BETWEEN wSTUDS FOR TRACK TO 1"x 4" ING HOST STRUCTURE
PLYWOOD b TUBE CONNECTION
�i STUCCO FINIS '..x
"x 4"x MUM.
6063-;6 ALUM.TUBE tire
DECORATIVE FLOOR TRACK DETAIL OWALL MOUNT SILL DETAIL9
THIS DETAILTOBEUSED WHEN STUD SPACING SCALE+3"e 1'-0" SCALE.3"-1'-0" �o $
d EXCEEDS THE MAX. USED
ANCHOR SPACING. N -g pQ
z
f$S O WALL MOUNT SECTION THI ALSO T IL MAY
A r
N G
SCALE.3"=1'-0" AT TOP
� � E
� ACCORDION SHUTTER m K g
PER PRODUCT APPROVAL- I- o -GLASS F o O
F MN GLASS OR DOOR F I
= n PERTTABLE2 13 = u EXISTING WOOD(0=0.42)
>3 APPLICABLE AT TOP X ZZ TRUSS OR RAFTER
Q
n AND/OR BOTTOM Q a Xa a (�24"MAX.O.C. J-1/2';-1/2'
fi 2"OR 3• E E W MATERIAL NG FINISH
1/2'MCN.. - S 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE £ a ➢��
2"x 3"x yo x CONTINUOUS OR 2.175" 8 1/4"TILE(TYP.) 1/4"0 WOOD LAG w
2"x 2"x ye x CONTINUOUS 1' FWISH MATERIAL SCREWS WITH 2-3/4" S q a1 d I
6061-T6 ALUMINUM ANGLE MINIMUM THREADED a¢ ¢if
3/4"PLYWOOD PENETR."T"IN WOOD p 5 6
0.9'MIN,THICK 6061-76 ALUM TRACK X —'1/4"0 A325 GRADE THRU BOLT(m 7"O.C. EACH RAFTER OF TRUSS, 5j 8
ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR S/16"0 A325 GRADE THRU BOLT 0 12"O.C. 24"O.C.MAX.WHERE R
o MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND F
EXISTING 3 KSI CONCRETE - -' AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN 'e
HOST STRUCTURE WITH �— 1/4"O ELCO ULTRACON TO CONCRETE/CMU 6". EXTEND ANGLE TO vi
y�"1+1 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS.
3"FROM ENDS AND 4"O.C. 2-1/2'MIN. --� STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW La 9"O.C.W/1-7/6" F w k4
p' FOR BALANCE WITH 13'4 i MIN.EMB. IN WOOD SG-0.42.TO 0.55. w w w I I
°. MIN EMBEDMENT AND 2y= MAX.DESIGN LOAD AT S'-O"MAX SPAN: EXISTING CONCRETE,
MIN EDGE DISTANCE, 162 P.S.F. _VI Q WrN=WjNLNNWm p.E
HOLLOW BLOCK OR
STAGGERED WITH 3"MIN. MAX.DESIGNLOAD AT 6,0"MAX SPAN:1 WOOD FRAMING.SEE 2"x 5"x 1/6"CONT. Q w Q F 15-2339
SPACING,NP. t 52 P.S.F. ANCHOR SCHED. N ALUM.ANGLE(6063-T6)
O BUILDOUT MOUNT BASED ON TYPE O
STRUCTURErAOe oeetxIPnoN+
HO MAX.DESIGN LOAD:72 P.S.f.)
SCALE.NTS Fi
F Hb PASS THRU DETAIL TRUSS MOUNT SECTION
SCALE,31'-0- O SCALE,3"0 1'-0" �9
EXISTINGSTRUCTURE ALT.LEG DIRECTIONE/4 ALL 0 IN CONCRETE SOL OR ET ANCHORS WITH 7/8'MIN
OW BLOCK,7 MINIMUM
12"MIN FROM EDGE OF ACCORDION ROUND WINDOW
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE
TOP OR .1 AX (2)6063-76 ALUMINUM �P•'rr
ANGLES PER BEAM END,SIZE p• No.
1 1/2° PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER ;*a
80Ti0M
ACCESS HOLE DESIGN SCHEDULE ; A 8�iv
EDGE OF ACCORDION z z
1/4.20 MACHINE BOLT W/NUT 0 �'. '•
SHUTTER BLADES E a 121 O.0 OR R34 x 3J4'SMS 6.O.C. �iyA •„ p�``�
3.5'MIN In,� /p7 1lY
TYPICAL ,I�}/2"MAX. J g�'p
1 5 6 Sir
3°MIN aa
EGE 316 ��� cW w� •
2.875.0 HOLE(TO RECEIVE DISTANCE :I
ROUND WINDOW ASSEMBLY) E
EXISTING A I ARATION 13 0:O � Ni 9¢ d
MAXIMUM OF 3 WINDOWS w!
PER EVERY OTHER BLADE GLASS DOOR3'MIN
olu
ppp 1 LIGHT-N-VIEW WINDOW E EDGE r1/2"MAX a�a °
EXTERIOR ELEV 90 HDISTANC }L 5 6 N
E 0 DE
0 w z 3 16 TDB BUSHING WASHER TIYP.
age w a ` ACCESS 1/4-20 MACHINE BOLT W/NUT 0
1/2HOLE 12'O.0 OR R 14 X 3/4'SMS 6°O.C. y y
y 2.875'0 HOLE TO SPAN TUBE PER a g
a
WINDOWFIVE ROUND
EMBED. 1 DESIGN SCHEDULE I
.. 1/2" (2)6063-T6 ALUMINUM y p
-fMAX. ANGLES PER BEAM END,SIZE �i OR�a m
EXISTING 1. PER SPAN TUBE SCHEDULE 0`4
HOST 1 4"0 THRU BOLTS SEE BEAM z m
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -� I
1 "ALL POINTS SOLID SET ANCHORS WITH 7/B"MIN S
'
Eq;
IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
SPACING,AND 3°MINIMUM EDGE DISTA&E
0.125• 0.032" 0.032'x{1).125' MAX.DESIGN LOAD e t 72 PSF fJa eo
---�\ SPAN TUBE SECTION
0,196• 8 .N.T.S. VERT SECTION : o
2 \ 5
3E QSo I \ SPAN TUBE SCHEDULE
F `} ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANOLE
ANCHORS PER
TUBE EMITTER SPAN T141U-BOLTS ANON LENGTH
z ROUND _
B I WINDOW SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM
/ n G ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE _QeF
60" 12318' 136.T 2 2 _ 2 3_ 4' 7" 3 99
\ 7kTk
0.12ro6" _101_r 1068'__ 2 2_ 3 - 3_ 7' r - /p
\ /
123• 00.7 war
60•
.4" z z 3 r
129.1" 157.0• 2 2 2 3 4'
0.1zs' Ba' 1149- 124.1" 2 2 3 3 r- r u •a
_ ' \ 12J• 102.0" 100.6' 2 2 4 4 10• 1(r
1 ` 2ke'x eD' '-II'
.1111 02.875° 03.250• r'T 0.188° r 0.125, 0' t22.r 155.r 2 2 3 4 T t0'
123' 115.4' 137.6' Z 3 4 6 17 1r 1@ p
21f0'k 00' 156.1' 240.7 2 2 3 4 r _ 10' IS �tl�
l 0.1375' �' 140.6' 229.ff 2 3 4 e
/ 123• 1322 20].1• 3 4 5 7 13• 17
^ LIGHT-N-VIEW WINDOW \ / 00P10DAFIWBLBAWMPE
29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ PAN TUBE SCHEDULE ores: 15-2339
x3 x 4 t .x x 'ANGLES FOR 2'k5"St 2"x6"BEAMS,
2. USE 2'x5"xl/4"ANGLES FOR 2•x8"&2°xlO"BEAMS, SCAu, -
3. USE BEAM SCHEDULE FOR DETAIL 3/8. P�06 oe6cBTrr:aNt
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 IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2 BLADE W1 ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS LINCL.UDING SPANS, 99
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE UM OF THE SPANS
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM, p
6. LAP BEAMS ARE NOT ALLOWED, o
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
ANCHOR SCHEDULE: CONCRETE a```� Vol Yoe,
2.5"HIN EDGE DISTANCE O y�
�j SUAIfA UO TO 6'47' SOAns UO 70 B'-3" S 09 IAf 10 TO 12'-0^'
LOAD
CONN TYPE CONN TYPE CONN TYPE '
=G ANCHOR
IOACl CZ C3 C4 I CS Cl I C2 I C3 CA 1 CS Cl C2 C3 C4 CS
1/4"ITW TAPCON OR FLCO 43 16.0"16.0"15.0"16.0'16.0"16.0"116.0" 9.0" 13.0"116.0"16.0"1 9.5^ 5.5" 8.5"114.5"
ULTRACO1f WITH 3-3/4' _53 16.0'16.0"10.5'14.5"16.0_'16.0"112.0" 7.0" 10.5"16.0'15.0' 7.5" 4.5" 7.5"110.5" �FN
EMBED(319205)MIN CONC) 62 16.0"16.0"0.5" 12.5"16.0"16.0" 9;5" 5.5" 8.5" 15.0"15.0" 7.5"14.5" 7.5"'10.5"
70 16.0"13.0' 7.0'• 11.0"115.0"15.5" 8.0 5.0'• 7.5" 31.5 15.0" 7.5" 4.5" 7.5" 10.5" ') / COMBINATION
SOD I5.0"I 7.5" 4.5" 7.5"130.5"15.0" 7,5' 4,5 7.5" ]0�5"15.0" 7,5" 4.5" 7,S" 10.S' 2 x S 1 9 / 10 COMBINATION
1/4'MILLENIUM MILLFAST 43 16.0-'IG.O"15.0"16_0"16.0"16,0"16.0" 9.0" 13.5" 16.0'16.0" 0.5" 5.5" 9_0" 13.5"
WITH 1-3/4'EMBED(3275pW 53 16.0'10.0'11.0"15.0"16.01.16.0"11.0' 7.0" 10.5"16.0"13,5" 7.0" 4.5" 7.S" 9_5" O6-
MIN CONCRETE) 62 16.0'ISMO" B.5" 13.0"16.0"16.0" 8.5" 5.5•' 9.0" 13.5"13.5" 7,0" 4.5" 7,S" 9.S" Un
Q w
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" ul 5 W 19
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" n.5" 7.5" 9.5" 13.5" 7.0" 9.5" 7.5" 9.5` c to w 8
1/4'ELCO CRETEFLEX SS4 43 16.0"16,0"1 16.0"16.01.t6.01'11 112.5"
13.5"16.0"16.0"16.0'_12.5" 8.0" 13.0"16.0" 1 x S TYP. 2 5 TYP.
W/2-EMBED(335OPS1 MIN _53_16.0"16.0"116A"16.0"16.0"16.0" 10.0"IS_5"16_0"16.0_'f O.D"_6.5" I1.0"14.0" W�•3
CONC) 62 16.0"16_0"12.5"16.0"16.0"36.0" B.0" 13.0"16.0"16_0"10.0" 6.5" 11.0"14.0"6 00"160'10_5'f6.0'1G�O"16_07.0' 1_1.5"15.0 1.0'10.0" 6_5" If.O"14.0"300 16.0"10.0' 6.5^ 11.0"1n,0"16.0" 6.5' 11.0"14.0"160"10.0" 6.5 11.0"14.0"
_ _ _ __ f'MIN EDGE DISTANCE _ _ __ __ NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING.
__ _ Q
Cl C2 C3_ C4_ CS CI _T�..6-_C4 I C5 _CII_C2 C3 -C4 CS
SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4'ITW TA COX OR EI.CA 43 16.0"16.0' 7.5" 8.0" 160 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
ULTRACON WITH 1-3/4' 53 16.0"16.0" 5.5" 65' 16.0'16.0"12.0" 4.5" 16.0"14.5" 7,5" 10.0' ANCHORS ONLY F
EMBED(3192Ps1 MIN CDNC) 62 16.0"15.5" 4_5" S.5" IG.O"16,0 9.0" 4.0" 14.5"L4.S' 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH
70.16.0"12.5"-4.0" SA" 16.0"15.0" OUTSIDE ANCHORS ONLY �J
ioo Las" i5 %/%%%//%/io.a'>4.5" is" �� 1o.a'w.5" zs' 10.0"
I/4'I4ILLENIUM M' ST 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" G.5" 10.5^ W 9
V117H 1.3/4'EMBED(3275ps1 53 16.0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16_0" lo-z 5.5" 5.S" 7S" ANCHOR NOTES! $
4 MIIf CONCRETE) 62 16.0"11.5' 6.0" 9�0" 16.0"13.5" 7.0 4.0" 6.5" 1I.0"10.5" 5.5' S.5" 7.5" F
T
j/ 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
_70 16.0" 9.5" S.S' 8_0" 16.0'11.5"_5.5"D 5.5" B.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
�${ 100 10.5^ 5.5" 5.5" 7.5" 10.5" 5.5"r/ 5.5" T5-. 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). p 99pp oC
1/4"ALL-POINTS SOUD-SET 1.1/4"MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
L� ANCHOR W/7/8'EMBED B Cl C2 I C3 C4 I CS I Cl I C2 I C3 I C4 T CS I Cl I C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
1/4-2D SS MACHINE SCREW 43 16.0"]6.0" &5"_10.5"16,0 16.0"12.0 S.S"r 7.5` 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE D[SIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
'I-- " - ,,UAL
OR EQUAL TO SHUTTER SPAN.
(3000ps1 MIN CONC) 53 16.6"15.0' 6.5" 8.0" 16.0"16.0" 8.5" 4.0";6.0" 15.5"10`0"r 5.0" 4.0" 7.0"
62 -f 11.0" 5.0" 7 0" 16.0"12,5-1 6.5" 3.5.1 5,0" 10.0"10.0"f 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. - -
�� 70 16_0" 9_0" 4.5" CO" 16_0"10.5' S_5" 3.0" 4.0"f18.0" f 0.0" 5.0" 4.0" 7.0" 3 g
100 10.0" 5.0"/ 4:0'• LO" 50.0" 5.0-V//////,4.0^17.0" iO.II 5.0" 4.0" 7.0" 4, EXISTING STRUCTURE MAY BE CONCRETE ASTM C•9D HOLLOW CONCRETE d 8
BLOCK OR WOOD FRAMING.REFERENCE dNCHOR SCHEDULE FOR PROPER u, a
I� 1!4"ALL-POINTS SOLID-SET _ ___ _ ' _ __3_"MIN_EDGE DISTANCE _____ _ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
y0 ANCHOR W/7/8'EMBED 6 Ci I C2 I C3 i C4 C5 Cl C2 C3 C4 CS CI I C2 (5 C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
3 1/4-20 SS MACHINE SCREW 43 16.0"]6,0"16.0"116,0"16.0'16.a'16.0"11.5"16.a'16.0"16.0"'11.0" 7.0" 11.0r"116.0" CONNECTION`IYPE. o
R (3000psl IAN CONC) 53 16.0"!]6.0"13.5"i 16.0"16.0"16.0 34.0" 8.5'° 13.5 16.0'16_0' 8S" 5.5" 9_5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE �r
G2 16.0'116.0"10.5"116.0"16.0116.0-11.0" 7.0" 11.0'16.0"160' BS" 5.5" 9.5" 12.0" ONLY.
.1-0 7016.0"15.0" 9.0"!14.0"16.0 16_0" 9.0 6.0 10_0 33.0 36.0 8.5" 5.S" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
R 100 16.0" 8S"1 5.5"19 12.0"16.0" 8.5"1 5.5" 9.5- 12.0"16.0' 8.5" 5.5" 9.5" 12.0' IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.EMBEDMENT
e2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS SS DROP-IN -- - -1 - - FINISHES.
W/1/4.20 SS DOLT AND Cl C C3 I C4 CS Cl C2 C3 C4 CS Cl C2 C3 C1 C5
1'EMBED(3000P51 MIH 43 I6.0"16.0"14.0"16.0"16.0"16.0"14.0" 8.0" 12.5"16.0"14.0" 7.5" 5.0" B.0" 11.5" 7. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC) 53 16.0-16.0" 9_5" 14.0"16A"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 _ �1�
{
MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR - 6e
p{�.� 62 16.0"12.5" 7.5" t2.0"16A"14.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" I.B. 7.0" 8.0" SIDE CLO§URE PIECES.
16.0 10.0"_6.5" tO.S'16.0"12.0" 6.0" 4A" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0' S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER
u
100 i1.S' 6.0" 4.0` 7.0'• 8.0" 11.5' 6.0" 4.0" 7.0" 8.0" 13.5' 6.0" n.0" ZO" 8.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN..)WOOD SITUD.3 4"
1/4'POWERS SS DROP-IN __ 3.1/2'MIN EDGE DISTANCE 1 GG LA �
EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHA
m W/1/4.20 SS BOLT AND Cl [2 C3 G7 CS Cl C2 C3 C4 CS CI C2 C3 Cn CS HAVE PHILLIPS PAN IIBAD OR HEX MEAD.
^� 1'EMBED(3000psI MIN 43 16.0'16.0"15.0"16A"16.0"16.0"34.5" 9.0" 13.5"16.0"15.0" 7,5" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 7 ENGAGEMENT OF THREADS IN
R CONC) 53 16_0'16.0"IO.S`15.0"16.0"16_0"10.0" 65" !0_S'16.0"12_0" 6.0" 4.0" 7.5" 8_5" BASE ANCHOR AND MAY HAVE EITHER A PAN F�EAD,TRUSS HEAD,OR WAFER �!1
62 16.0"13.0" 8.0" U.S"16.0"1s.0- B.0" 5.0" 9.0" 12.0"12.01' 6.0" 4.0" 7.5" 8.5" MEAD(SIDEWALK BOLT),U.O.N. (a(,
70_16.0'50.5_" 7.0" 11.0"16.0•'12.5" G.S" 4.5" _P-.0" 9.5" 12.0" G,0" 4.0" 7.5" _6.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.7.5" Sit
100 12.0' 6.0" 4.0" 7.5" 8.5" 12.0" CC" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 8.5" i C � �I
E^y�
2'MITI EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 444 R L G
412 SMS W/2-EYEWALL CI C2 C3 C4 CS Cl C2 CJ Cn CS Cl C2 C3 CA CS NUT OR WASHER WINGNUT. COPOOOIOFIWXLBEKA=P.E
ARMOR INSERT W/2-EMBED 43 1G�0"SG.O"31.5•'14.0"IG.O"16.0"SG_0" 7.5" 10.0"16.0"16,0" 9.0" 4.5" 6.5" 13.5" it. MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE, 15-2339
(2000051 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" I6.D"14_0" 7.0" 3.5" 5_S" 10.0"
62 16.0'15.0" 7.0" 95"16.0"16.0^ 9.0" 4.5" 6.5' 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCIfORING TO HOLLOW BLOCK SDS ORRIS SHOULD NOT BE USED TO ecce,
DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL ►A0e OeBG�Ir110N(
70 16.0"12.0" 6.0" 8.0" 16.0" 14.5"17.5" 4.0" 6.0" 10_5'•14_01' 7.0" 3.5" 5_5" 10.D" CONCRETE SCREWS TO HOLLOW BLOCK
IOD 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" SD_D"
112 SMS W/2.75"EYEWALL 43 16.0 IG.O"16-W 1G.0'IG.O" 16.0-116.0--10.0"14.0"16.0"16.0"11.5' 6.0" 9.5"
ARMOR INSERT W/2.5' S3 16.0'16.a'12.0"16.0"16.0"16.0"1S.0" 7.5^ 11.0"18.0"16_0" 9.0" 5.0" B.0" 13.0" /�
b EMBED(200004 MIN CONC) 62 L6.0"16.0" 9y5" 13.5" 16.0"16.0")l.5" 6.5" 9.5" 16.0'16.a' 9.0" 5.0" 8.0" 13.0'
70 16A"16`0" 8.0"_11.5"16.0"iG.O" 9.5" 5.5" 8.5" 14.0"16.0' 9.0" 5.0" R.
13.0'
IOD 16.0" 9.0" 5.0" 8.0" 13.0"16.0"I 9.6" 5.0" 8.0" 13.D"16.01' 9.0" 5.0" 8.0" 13.0"
P.E.
ANCHOR SCHEDULE: CONCRETE (CONT.) A,7rq�� f9p
2-3/16'MIN EDGE DISTANCE 3.1/8"MINE E DISTANCE •l/`t ¢'L-
G Sans UO To 6••0' Scans Un To 0.3' Scans Uo To 12'-0" �,Qr9 Un 7o G'-0" Spans Un To 0.3". 50anF Un To f 1'-0"
Ci LOAD CONN TYPE CONN TYPE CONN TYPE CONI)TYPE CONN TYPE CONN TYPE
s 9 ANCHOR (Psn C11 C2 cs I CA I C5 C1 I C2 I C3 1 C4 1 CS C1 I C2 I C3 I C4 I CS CI C2 I C3 I C4 CS C3 I C2 I C3 I C4 I C5 CI I C2 C3 I C4 I C5 '
5116'1TW TAPCON XL WITH 43 16_0'16.0 16.0"16.0"16.0"16.0"16.0"12.d'16.0'-116.011 16.0"11.0" 7.0" 12.0"16.0"16.0'16.0"16.0`16.0"16.0"16.0"16_0"12.5"16.0"16.0"16.0"11.5° 7.5" 12.0.16.0" •Q•• .�/ '
�. -__ -_ _. • n
1-3/4•EMBED(2899051 MIN 53 16.d'16.0'•14.0"16,0'16.0'16.0" 14.5"1 9.0" 14.0"16.0 16.0" 9.0" 6,0" 10.0"12.5"16.0"16,0"14.5••16.0"16.0•'16.0'15.0'• 9.0" 14,5"16.0'1 16.0" 9.5'• 6.0' 10.5`13.0"
_ ----._ _--_ _.. __-_-
COLIC) 62 16.0"16.0'SS.S'16.0"16.0"16.0"11.5" 7.5" 12.0"]6,d'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" G.0'
_.._-__..f.._�. __.._.
70 16.0"75.5" 9.5" 15.0'16.0"16.0" 9.5' G.0• 10.5`13.5.16.0" 9.0 6.0" 10_0•'12_5"16.0"16.0"10.0"15_0••16.0•'16_0••10_0" 6_5" 10_5"1__ 16.0" 9_S" 6.0" 10.5"13_0'
_-_-____-_... _ .m•
100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0• 10.0"12.5"16.d' 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-" / ,
S/16"ELCO UL7MCON WITH 43 16.0"16.0"16.0"16.0"1G.d'16.0'16.0"13.5 16.0"16.0"IG.O"1T.0" 8.0" 17.5"16.0"16.0'116.0"16.0"16.d'36.0"16.0"16.0'15.0"16.0"16.0"16.0"13.0' 9.0" 15:0"160" Hal
1.3/4"EMBED(3500ps1 MIN 53 1G.0•'56.0"16.0'16.0"16.0"16.0'•15.5"1D.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5'16.0'116.0"16_0"16.0"16.0"16.0"16.0"11.0"36_0"16.0"16.0"10.5" 7.S" 12.5"15.0" a 111
CONC) G2 16.0"116.0"12.5"16.0"16.0"16.0'12.0" B.0" 14.0"SG.0-16,0" 9.5" 6,5" 11.5"13.5"16,0'116.0"14.0"16.0"16_0'16_0"13_5" 9,0" 35.0"16.0"16.0"10.5" 7.5• 12.5"15.0" � 46 V' �•'
--------- m Zg
_ �� _70 16.0116,0"10_6"16A"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 9.5" G.5" 11.5"13.5"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 16-.0'16.0"16.0"10.5" 7.5 12.5"15.0" (J�'(
�i 100 16.0"1 9.5" 6.S' 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5"16.0" 9,5' 6.5" 11.5"13.5"16.0"10.5" 7.5" 12.5"15.0"16.0 10.5" 7.5" 12.5"115.0"1G.0"10.5" 7.5 12.5"15.0" W (49;
?�
114'304 55
POWERS TAPPER 1-1/2'MIN EDGE DISTANCE ____ 3'MIN EDGE DISTANCE YYII W ?�
W/1-3/4'EMBED(3000ps1 Cl C2 C3 fA CS CI C2 C3 C4 C5 CS C2 C3 CR CS Cl C2 C3 G1 CS CI C2 C3 C4 CS CI Ci C3 C4 CS (4 9 3
MIN CONC) 43 16_0"14.5' 6.S' 8_5" 16.0"12.5" 7.0" 4.0" 6.d' 12.5" 7,0" 3.5" 4.0" 5.5" IG.O'16.0"13.5"16.0"16.0"15.0"14.0" 0.0" 12.0"16.0"14.5" 7_5" 4_5' 8.0" 11_5" C
53 14_W' 8.5" 4.5" 6.5" 14_0' 9_0" 4.5" 3.D" 4.S' 9.0" 6.0" 3.0" 3.0" 4,0" 16.0"16.0" 9.5" f3.5"16.0•'16.0" 9.S' 6.0" 9.5" 16.0"12.0'• 6.0" 4_0" 6.5" B_5"
62 1L5" 6.5' 3.5" 5.5" 12_0" 7.0' 3_5 4.0° 6.0" 6.0" 3.0" 3.0• q.0" 16.0"17.0" 7.5" 11.0"36.0"14.5 7.5 5.0" B_D' 1i;0"12_0 6_0" 4.0" 6.5"
_70 9_5_' S.0" 3.0" S.0" 10.0" G.0" 3.0' 3.5" 4.5" G.0" 3.0" ].o" 4.0" 16.0" 12.0" 6.d' 4.0" 6.5"
100 6.0" 3.0"f/ 3.0" 4.0" 6.0" 3.0' ].0" 4.0" 6.0" 3.0" 3.0" 4.0" 12.0' 6.0" 4.0" 6.5" 8.5"112.0"16.0" 4.0" fi.5" B.5" 12.0 6.0" 4.0 6.5" B.5_
� ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE _ 2-1/2"MIN EDGE DISTANCE _ Y
{; Shins Up 70 6'-0' Spans llo To 0.3" Scans Un To 12'-0". Scans Uo To 6'•0" Scans Up To e'-3" SDans UO 70 12'-0"
t S LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
p = ANCHOR (" CS ! C2 C3 C4 C5 C1 C2 C3 04 CS CI C2 C3 C4 CS C1 C2 I C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 04 C5
1/4'TTYJ TAPCON WITH 43 0.5"f 7.0" 3.5" BJS` 6;0" 3.5" 6i0" .14N
e
1-1/4'EMBED 53 7.0"14.0'_ 7_0" 4.5" 4S" 9.5" 6.0" 35'15.0" 9.5'• 6.0" 3.0" 3.5 6.0` 4.0 O Z !L
[� 62 5.51•j 3.0" 6.0" 3.5• 8.0" 4.0" 4.5
70 4.5" 5.0" 3.0" 6.S' 3.5" 3.5"
U4'ELCO ULTRACON WITH 43 13.0910.5" 6.5" 13.0' 9.0" 9.0" 13.0"10.5 q.5" 8.0" 13.0" 9.0' S.0" 3.0" 4.0" 9.0' S.0" a.0" �•✓�^ ill
1.1/4•EMBED 53 10_5•"6.5" 10.5" 6.5" 6.5" 5` G.S" 3,5" 5.0" 10.5" 6.5 3.5 3.5" 6.5" 4.0" 3.0" IE $
62 8.5'
70 7.0" 7.5'• 7.0" 3.5" 3.5" 7.5" 4.5^' 3.0" 4.0" 3.0"
1/4'MILLENIUM MILLFAS 43 12.5"10.5" 4.0" 5.0" 12.5" 9.0• S. 9.0" 5.0" 4.0" 13.5"11.S' S.5" 7.5" 13.5'•10_0 0 1 5.5• 5.0" 10.0" 5.5•' 4.5"
m ANCHOR W/1-1/4•EMBED 53 10.0" G,0" 4.0'• 10.0" 6.5"j 6.0" 4.0" 11.0" 6.5" 4.d' S.5" 11.0" %.0"% 4.0"17.0"
62 8.0" 4.5" &5" 5.0" 4.0" 4.0" 9.0" 5.0" S.C.. 9.5" 5.5" 4.5"
' 704__._S" 4.5•'
z 100 4.0" 4,0" 4.0" �.5"Y/ 4.5" 4.5"
1-1 4DISTANCE 2'MIN EDGE DISTANCE
LL 1/4'ALL-POINTS 50LiD•SET C3 C2 { C3 C4 CS CI Ci C3 C4 CS Cl C2 C7 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 I CS Cl C2 C3 C4 C5
ANCHOR W/7/8'EMBED D "
1/4-20 SS MACHINE SCREW 47 15.0'13.0"15.0" 6.0" 15.0"11.0"I 6.0" 3.0" 4,0" 11.0" 6.0" 3.0" 5.0" 16.0"16.0" 8.5 10.0"16.0"16_0"10.5" 5.0" 7.0"ft6_0"11;0" 5.5" 88^5'_
= 53 12.5"�7,5" 4.5" 12.5" B.0" 4.0" 3.5" 8.0` 5.0" 3.5" 16.0'13_0' 6.0' 8.0" 16.0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" q.0" 6.5" a
• _._ -_ "' _. -_-`..� -..._.. ppp
62 10.0„ 5_5_ a.0" 10.5" 6.5" 3.0" 5,0" 5.0" 3.5" 16.0' 9.5" 5.0" G_5 16.0"11.0" 5.5" 3.0" 4.5_' 9_0" 9.0" 4_5" 4.0" 6.5"
•� 70 B.5 4.5" 3.5" 9A" 5.5" 4.0" 5.0" 3.5" 14.5" B.0" 4.0" CO-' 15.5" 9.5>"_ 4i5" 4.0" 7.0" 9.0" 4.5" 4.0" 6.5"
E100 5.0" 3.5" 5.0" 9.0" -
�' 5116•MY TAPCON XL WITH .._ 3"MIN EDGE DISTANCE _. 4'_MIN EDGE DISTANCE
"
1-3/4"EMBED Ci i C2 C3 C4 CS C1 ! C2 C3 C4 CS C1 C2 C3 C4 CS Ci C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 G CS
q3 16_0"16.0" 9.0• 72_0"16.0'•I4.0"i 7.5"
53 15.5" 9.5" 6.0' 9.5" 15.5"10.0" 5.0 6.5" 10.0" 6.5 4.5" 4.5"
62 11.0" 7.1 4.5" B.0" 13.0" 8.0"i 4.0" 5.5" 6.5' 6.5" 4.5" 4.5•' R g
Now5_5 4.0" 7.0" f 7.0" 6.5_j $A" 5.0" 6.5" 4.5^ 4.5' I
100 6.5" 3.0" q.5" 6.S' 4.5" 4.5"
_ Ii/16"MIN EOG_E DISTANCE 3-1/8"MIN EDGE DISTANCE a
y 5/16•ELCO ULTRACON WITH
C] C2 C3 C4 C51_0 C2 C3 C4 CS CS C2 C3 C4 CS CI C2 C3LOUCS CI C2 C3 U CS Cl C2 C] CA CS WRIaMfAhKKLOfJiiNDDPli
1-1/4"EMBED 43 12.0"10,0"EVZ/"z
EA
0" B.5` B.1" 16`0"16.0' 8.5• 11.0"16.0"IS.O"f 8.5" 7.5" 15.0" 8.5" 7.0"
53MO.
jr
" 6.o" 6.0" 16_0'10.5' 6.0• 8.5" 16_0"11.0" 6.0" 10_5" 7.0" 15-2339
62 B.0" " IqO" 75" 70" 145" 85"�/ 70" 70" �,
YO QS" " PAGE pESCRIPTIO"i
7.0" 7_0" 7.0" -
n
9 FOR ANCHOR NOTESSHEET no
Wfgppi
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK P.E.
_ 2'MIN EDGE DISTANCE ��� •'' 1 "
G Spans Up T.6'•0" Spans Up To B'•3' Spans UD To 12'•0' '•�
O LOAD CO 11 TYPE CONN TYPE CONN TYPE
�Py)
Ogg ANCHOR O AL•C
z to Cl C2 C3 fA CS Cl C2 q I C4 CS Cl C2 q I C4 CS 465
012 SMS W/2-EYEWALL 43 16.0"18.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5-16.5- 15.5" 8.5" 415' 4.0" 7.0"
3 ARMOR INSERT W/1-1/4' S3 16.0"10.5"
S. 7.0" 16.0"11.0' 6.0" 3.5" 5.0" 17.0" 7.0" 3.5" .5' S.0"
EMBED 62 14.0" 7.5'• 4.0^ 6.0" 14.5^ 9.0"i 4.5" 4.0" 7.0'• 7.0" 3.5"/3.5" 5.0'
=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" ���o'. V
100 7.0' 3.5" 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5" yy(�
ANCHOR SCHEDULE: WOOD (G=0.55) INN - -O:lm
3/4'MIN EDGE DISTANCE //l111 Q n
1111---- Snaps Up Tg G'-0• Spans Up To W-3" Spans UO To 12'-0" V2 N 7 2
fn LOAD CONN TYPE CONN TYPE CONf1TYPE Z 'i.7 L4
o ANCHOR
x (PSD CI C2 q C4 CS Cl C2 C3 C4 CS C1 C2 q I C4 CS '4
1/4'LAG SCREW WITH 1.3/4° 43 16.0"16.0"iL5"12.5"16.0"16_0"1fi.0'• 75' 9_0" 16.0" 4.5"
MIN THREAD PENETRATION 53 16.0"16.0" 8.5"10_0"16.0"16.0"16_0" 6.0" 7A" 16.0"16.0"11.5" 4.0" 5.0" 16.0"
62 16.0"16.0" 7.0" B.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11_5" 4.0" 5.0' 16;0" ' Lu
L2
' 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" 4
-100 16.0"11.S" 4.0" 5.0" 16.0"16.0"11.5'. 4A" 5.0" 16.0 16.0 11.5" 4.0"1 S.0" 16.0"
N 7/16'WOOD BUSHING 1Y11H 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"
1.13'MIN EMBED&1/4-20 5j 16.0"30.5" 5.5" 8.0 16.0"11.0" 6.0" 3.5" 5.5" 11.0- 7.0' 3.5" 4.0' S.0"
SS MACINNE SCREW 62_14.0" 8.0" 4,S" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5'• 7.0" 7.0" 3.5"
76 12.0" 6.0" 3.5" S.S' 12.5" 7.5" 3.5" 4.0" S.5' 7.0" 3.5"
OR3100 7.0" 3.5" 4.0'• 5.0" "7.03.5" 4.0" S.0" 7.0" 3.5" 4.0" 5.0"
014 SMS N14 WOOD 43 16.01116.0:12.5'14.5"16.0"16.0"16.0" 0.0" 10.0"f16.01'16.0"11.5" 5.0" t�-
SCREW WITH 1-3/4'MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.0" fl.0"118.0"16.0" 9.5" 4.0" 5.5' 33.0"
d THREAD PENETRATION fit 36.0"16.0" 7.5" 9.5" 16.0"16.0"11.5' S.0" 7.0 16.0"16.0" 9.5" 4.0" 5.5" 13.0" (moi F�
70 1G.0"16,0" 6.5" 8.5" 160"16.0"10.0" 4_5" G.0"
ii
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" S.S" 13.0" A
ANCHOR SCHEDULE: WOOD (G=0.42) z$<
3/4'MIN EDGE DISTANCE `)
EEER 6 Spans UO To 6'-0" Spans Up To B'-3' Spans UP To 12•-0" �'•(E
LOAD O
o )E ,u
rg ANCHOR CONN TYPE CONN TYPE CONN TYPE j
B x ( ) CI C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2' C31 C4 I C5 $Z
8 1/4"LAG SCREW WfTH 1-3/4' 43 16.0"16.0" 9.0" 10.0"16.0"16.0"q6O5.5" 7,0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" O cV 3 ry
Mltl THREAD PENETRATION __53_16.0"16.0"_G.5•'_ B_0"_16.0"16.0" 4_5" 5.5" 16_0"15.0" 7_5"; 3.0" 4.0" 31.0" �dSS62 16.0"16.0" 5.5" 6.5" 16_0"16.0" 3.5" 5.0" 15.0"15.0" 7.5"I 3.0" 4.0' 11.0"
o70 16.0"13.5" 4.5•' 60" 16.0"16.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0"
_100 15.0^ 3.0" 9.0" 11_0"15_0" 7.5' 4.0" 11.0"15_0" 7.5" 3_0" 4.0" 11.0"
oY14 SMS OR 014 WOOD 43 lfi_0"16_0" 8.5" 10.5"I6.0"16.0"12.5"1 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5'
p SCREW WITH 1-3/4.1-01N 53 16.0"16_0" 6.5" 8.0" 16.0"16.0"W" 4. 5.5•' 16.0"10.5" 5.5" 2.5" 4.0" 7.5"
8 THREAD PENETRATION 62 16_0"11_5" 5.0" 7.0" 16.0"13.0" 5.0" 10.5'10,5" S.5"j 2.5' 4.0" 7.5"
70 16.0" 9.S' 4.5'. 6.0" 16.0"11.0" 4.0" 0.0 10.5" 5.5"12.5' 4.0" 7.5'
100 10.5" S.S' 2.5" 4.0" 7.5' 10.5" 4.0" 7.5" 10.5" S.5"12.5" 4.0" 7.5' �$
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK gQa p
F 4'Mlfl EDGE DISTANCE _
8�1t� Ae9
`j So�p„ans Up To 6'-D"To 6'•D" ,pans UD To8'-3" Span UD To 12'-0•' 1 p
rn O LOAD
ANCHOR CONN TYPE CONN TYPE CONN TYPE "
d
o z lP� Cl I C2 I q I C4 I CS CS I C2 I q I CO 1 CS 1 C1 C2 I c3 G I CS
5/16'ITW TAPCON f0.W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"I 1G.0"15.0"116.0'1 16.0"16.0'1 15.0" 9.0" 16`0" 6
"1 2-1/4p',MIN.EMBED 53 16.0"16.0"16.6"16.0"16.0"IG.O"16.0"11.0"116.0"16.0"16.0"12.0" 7.5" 12.0"16_0" a$ s
tl'
6
2 16.0"16.0"14.0"f6.0" 16.0"IS.O" 14.0"16.0"16.0"12.0"1160
16.0" y
70 16.0"16.0"11.5"160 16.0"16.0"12.5" 8.0°�12.5"16_0"16.0"12_0" 7.S" 13.0"16.0"
S 100 16.0'•12.0" 7.5" 17.,0"16.0'16.0"12.0" 7.5;_12.0"16.0.16.0"12.0" 7.5' 12.0"76.0"
9516.09.0"5/16"ELCO ULTRACON W/ 43 16.0^16.0"10.5'1.0" 60"160"10.5'
LOPIRERffRAN(LRJWWPE
2.1/4•MIN.EMBED 53 16-.-V 13.S" 7.5' 11.0"16.0'•14.0" 7_5" 0"/ 7.5" 13.5' 9. 6.5•'
62_16.0"1-0-0 6.0" 9L0" 16.0"11.0 S.5"/ 6.5" 9.0" 9.0" 6_5" 15-2339
70 15.D^ 8.0^ 5.0' B.0' 15_5" 9.5" 5.5" 7.0" 9.0' 6.5" tei
o 100 9.0" 5.5 6.5 9.0" " 9;0" _6.5" PROlPAa!o yt�', p]EjIIE ONt
2'MIN EDGE DISTANCE -
Cl C2 q C4 I CS CI C2 q C4 CS CI C2 C3 C4 CS
012 SMS W/2"EYEWALL 43 I6I6^0"16.0" 9_5" 11_S•116.0"116.0"19.5"
6.0"16.0^14.0" 6.0" B.0" 16.0"1.4.5" 11.5^ °�
ARMOR INSERT W/2-EMBED 53 16.0"116.0"1 7.0" 9.0" 16.0•'16.0' 9.5" 4.5" 6.5" 16.0"11.5' 6.0" 3.0"14.5"l 6.5" ^ ^
' 62 16.0"113.0"15.5"' 7.5"116.0"114.S' 7.5" 3.5': 5.5" 12.0"11.5" 6.0-13.0- 4.5" 8.5" ANCHOR NOTES:SEE SHEET cU1 cIL.IfI
70 16.0"1.0.5" S.0" 6.S' 16.0"12.5" 6.5 3.0" 4.5" 9.0" 1L5" 8.0" 3.0" 4.5" B.5" 9FOR ANCHOR NOTES.
100 11.5" 6.0" 3.0" 4.5-18.5- II.S" &Y 3.0" 4.5" 8.5" 11.5" 6.0'• 3.0"14.5- 8.5'.