MAY 24, 2013February 27th, 2015
GENERAL NOTES:
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 KSI UNLESS IT IS SPECIFIED.
3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
6. ALL ALUMINUM BLIND RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL.
7. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS.
9. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE BLADE (COMPONENT 10 ) UNDER LOCK. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS:
NCCL CORPORATION 9960 NW 79TH AVE., HIALEAH GARDENS, FL. 33016 MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS-201, TAS-202, AND TAS-203.
10. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC.
(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THISPRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ONTHIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
(c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILLBECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THEP.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THESITE SPECIFIC DRAWINGS FOR REVIEW.
(e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THATPREPARED IT.
11.HEAD & SILL MAY BE INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS.
12.WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY,FIELD VERIFY THAT FASTENERS AREINTO ADEQUATE WOOD FRAMING MENBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSUREPIECES.
13. ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THISDOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS.
INTO CONCRETE fc'=3000 PSI
1/4"-20 CALK-IN BY 'POWERS' FASTENERS
TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING)
3" MIN. EDGE DISTANCE
TYPE B.
1/4" DIA. TAPCON BY ITW BUILDEX
1-3/4" MIN. EMBED2-1/2" MIN. EDGE DISTANCE
TYPE A.
7/8" MIN. EMBED
INTO CONCRETE fc'=3000 PSI
INTO CONCRETE BLOCK1-1/4" MIN. EMBED2-1/2" MIN. EDGE DISTANCE
INTO CONCRETE BLOCK7/8" MIN. EMBED3" MIN. EDGE DISTANCE
INTO CONCRETE fc'=3000 PSI1/4" CRETE-FLEX SS4 MASONRY ANCHOR BY "ELCO"
2 1/2" MIN. EDGE DISTANCE
TYPE C.
1 3/4" MIN. EMBED
INTO CONCRETE BLOCK1 1/4" MIN. EMBED2 1/2" MIN. EDGE DISTANCE
TYPE B1.
TYPE A1.
TYPE C1.
(Fu = 120 KSI, Fy = 92 KSI)
ANCHOR TYPE A, & A1: REDUCTION FACTOR = 0.80
NOTES:
ANCHOR TYPE B & B1: REDUCTION FACTOR = 0.67ANCHOR TYPE C & C1: REDUCTION FACTOR = 0.80
PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3".
WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THANMIN. EDGE DISTANCE SPECIFIED ABOVE, THE ANCHOR SPACE INANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWINGREDUCTION FACTOR:
REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 16, HAS TO BE GREATER THAN PROJECT DESIGN LOAD.
1/4" DIA. ULTRACON BY ELCO
1-3/4" MIN. EMBED2-1/2" MIN. EDGE DISTANCE
TYPE D.INTO CONCRETE fc'=3000 PSI
INTO CONCRETE BLOCK1-1/4" MIN. EMBED2-1/2" MIN. EDGE DISTANCE
TYPE D1.
(Fu = 177 KSI, Fy = 155 KSI)
1/4" DIA. TAPPER+ BY "POWERS"
1-3/4" MIN. EMBED2-1/2" MIN. EDGE DISTANCE
TYPE E.INTO CONCRETE fc' = 3000 PSI
1/4" DIA. LAG SCREWS
1-1/2" MIN. THREADED EMBED1-1/2" MIN. EDGE DISTANCE
INTO WOOD STRUCTURAL( Fy = 60 KSI)TYPE G
INTO WOOD STRUCTURE1-1/2" MIN. EMBED1-5/8" MIN. EDGE DISTANCE
TYPE H.
1-1/4" MIN. EMBED2" MIN. EDGE DISTANCE
TYPE E1. INTO CONCRETE BLOCK
7/8" MIN. EMBED3" MIN. EDGE DISTANCE
TYPE F.INTO CONCRETE fc' = 3000 PSI1/4" - 20 "ALL POINTS" SOLID - SET ANCHORS
7/8" MIN. EMBED3" MIN. EDGE DISTANCE
TYPE F1. INTO CONCRETE BLOCK
ANCHOR TYPE E: REDUCTION FACTOR = 0.80ANCHOR TYPE F: REDUCTION FACTOR = 0.67
5/16" DIA. ULTRACON BY ELCO (Fu = 177 KSI, Fy = 155 KSI)
INTO WOOD1-1/2" MIN. EMBED2-1/2" MIN. EDGE DISTANCE
TYPE A2.
INTO WOOD1-1/2" MIN. EMBED2-1/2" MIN. EDGE DISTANCE
TYPE D2.
1-1/2" MIN. EMBED2" MIN. EDGE DISTANCE
TYPE E2. INTO WOOD
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LIMITATIONS OF USE
THIS PRODUCT EVALUATION DOCUMENT(P.E.D .) PREPARED BY THIS ENGINEER ISGENERIC AND DOES NOT PROVIDEINFORMATION FOR A SITE SPECIFICPROJECT; i.e .WHERE THE SITECONDITIONS DEVIATE FROM THE P .E.D.
CONTRACTOR TO BE RESPONSIBLE FORTHE SELECTION , PURCHASE ANDINSTALLATION OF THIS PRODUCT BASEDON THIS PRODUCT EVALUATION PROVIDEDHE/SHE DOES NOT DEVIATE FROM THECONDITIONS DETAILED ON THISDOCUMENT.
THIS PRODUCT EVALUATION DOCUMENTWILL BE CONSIDERED INVALID IF ALTEREDBY ANY MEANS .
SITE SPECIFIC PROJECTS SHALL BEPREPARED BY A FLORIDA REGISTEREDENGINEER OR ARCHITECT WHICH WILLBECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILLBE RESPONSIBLE FOR THE PROPER USE OFTHE P.E.D.
THIS P.E.D. SHALL BEAR THE DATE ANDORIGINAL SEAL AND SIGNATURE OF THEPROFESSIONAL ENGINEER OF RECORDTHAT PREPARED IT .
A-
B-
C-
D-
E-
MAY 24, 2013February 27th, 2015
1.09
0"
1.840"
1.34
0"
0.07
6"
0.84
5"
1.10
5"
2.420"
0.095"
2.35
0"
3NFC100-03 6063-T6
0.07
6"
1NFC100-01 6063-T6
2NFC100-02 6063-T6
1.10
5"
3.421"
0.095"
2.35
0"
0.09
3"
0.050"
0.07
6"
1.841"
4NFC100-04 6063-T6
5NFC100-05 6063-T6
4.298"
4.802"
45°"
0.05
0"
0.28
2"
NFC100-07 6063-T67
1.606"
0.55
0"0.
875" 2.
250"
1.456"
1.16
5"
0.050"
1.529"0.28
6"
0.05
2"
6NFC100-06 6063-T6 NFC100-08 6063-T68 NFC100-09 6063-T69
1.875"1.168"
3.526"
NFC100-10 6063-T610
0.700"
0.050"
2.455"
1.30
0"
0.610"
1.19
0"
0.060"
2.956"
1.00
0"
1.000" 0.12
5"
111"x1" Alum. Angle 6063-T6
2.00
0"
3" TO 5"
122" x 1/8" THK. Alum. Angle
1.00
0"
1" to 5"
0.06
2"
131"x1/16" THK. Alum. Angle
1.94
3"
2.095"
0.080"
2.850"
1.02
0"
1.908"
0.11
0"
1.34
0"
1.908"
0.11
0"
1.23
1"1.
720"
0.138"
2.488"
2.091"
1.000"0.709"
1.59
3"
15NFC100-11 6005-T5
16NFC100-12 6005-T5
17NFC100-13 6063-T6
18NFC100-14 6063-T6
ALUMINUM TUBE6063-T621
6.00
0"
2.000"
0.125"
Fy = 27.7 ksi Fu = 30.85 ksi
3.00
0"2.
000"
5.00
0"
1X2X1/8"; 2X2X1/8";2X3X1/8"; 2X5X1/8";2X5X1/4"; 2X6X1/8"
0.250"
6063-T6 6063-T6
0.12
5"
1.00
0"
0.065"
0.050"
0.211" 1.09
3"
STANDARD CEILING TRACKSTANDARD WALL TRACK STANDARD 1" & 2" BUILD OUT
STANDARD ADJ. TOP SILL STANDARD ADJ. BOT. SILL
HEAVY DUTY CEILING TRACK HEAVY DUTY WALL TRACK
HEAVY DUTY ADJ. TOP SILL HEAVY DUTY ADJ. BOT. SILL1.
425"
0.06
8"0.06
2"
180° STARTER TRENCH TRACK WALK OVER TRACK CENTER MATE
1.375"
OPTIONAL
OPTIONAL
STANDARD TRACK (S.T.) STANDARD TRACK (S.T.)
STANDARD TRACK (S.T.)
OPTIONAL
OPTIONAL
OPTIONAL
1.375"
0.04
5"
0.04
5"
OPTIONAL
0.59
5"1.54
0" 0.59
5"
2.081"0.513"
T-11963 / 6063-T6UNIBOX CENTER MATE
OPTION 2
// 6063-T6
2.594"
25 26 UNIMATE CENTER MATEOPTION 3
4.190"
1.708" 2.273"
0.96
0"0.
667"
0.10
0"
0.19
2"
0.613"0.287"
Ø0.286" 0.
060"
0.042"
0.0620
2.09
8"
0.0600
2.10
0"
3.000"
2.95
1"
1.50
0"
OPTION 1
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MAY 24, 2013February 27th, 2015
1.94
0"
0.875"
0.49
2"
0.875"1.
419"
0.98
4"
0.318"
0.31
8"
1.94
0"
0.87
5"
1.94
0"
0.875"
0.875"
1.41
9"0.
984"
0.318"
0.31
8"
1.94
0"
0.87
5"
0.810"
1.90
0"
PUSH LOCK19
TURN LOCK27
THUMB SCREW22
1.93
4"
0.875"
2.57
2"
1.93
4"
2.57
2"
1.320"
0.87
5"
PUSH LOCK W / HANDLE23
HITCH PIN14
0.250"
2.00
0"
EGRESS PUSH LOCK20
EGRESS TURN LOCK28 EGRESS TURN LOCKOPTION 2 WITHOUT HANDLEOPTION 1 WITH HANDLE
ALUM. LOCKING PIN29
36"
0.375"
WITH UNI-BOX CENTER MATES
WITH UNIMATE CENTER MATES
(Fu = 184 KSI, Fy = 169 KSI)#10 SCREW ST/ST30
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MAY 24, 2013February 27th, 2015
SHU
TTER
SPA
N "L
" (SE
E SC
HED
ULE
)±
50%
SPA
N T
YP.
±30%
SPA
N
TYPICAL ELEVATION
NOTES: 1) LOCK SHALL BE LOCATED WITHIN 18" OF MID-SPAN; 2) FOR SHUTTER SPAN ≥ 12 FT USE (2) LOCKS AT 1/3 SPAN; 3) LOCK 22 AND 14 USED FOR STANDARD TRACK ONLY. 4) LOCK 14 USED FOR SHUTTER SPAN LESS THAN 85" ONLY. 5) LOCK 22 MUST BE USED WHEN LOCKS 27 OR 28 ARE USEDON SHUTTER SPANS GREATER THAN 144". 6) LOCK PIN 29 USED WITH 26 IS OPTIONAL EXCEPT ONSHUTTER SPAN GREATER THAN 144".
STANDARD TRACK
MIN
. SEP
ARAT
ION
SEE
CH
ART
G O
N S
HEE
T 3
7
10
SECTION W / STARTER AT ENDS
EXISTING WINDOW GLASS
SUBSTRATE
#10 TEK SCREW@ 24" O.C. TYP.
TYPICAL ANCHORS@ 24" O.C. TYP.
136.919"
6
13
100°"
2925
19 20 231427 28 22 26 22ORCENTER MATE OPTION 1
19 20 2314 22OR
CENTER MATE OPTION 3CENTER MATE OPTION 2
INSTRUCTION:
STEP 1 DETERMINE DESIGN WIND LOADREQUIREMENT BASED ON APPLICABLEASCE 7 STANDARD.
STEP 2 CHECK SHUTTER CAPACITY FOR AGIVEN SHUTTER SPAN USING CHARTS ONSHEET 4. MAX. DESIGN LOAD FROM CHARTHAS TO BE EQUAL OR GREATER THANDESIGN WIND LOAD FROM STEP 1.
STEP 3 USING CHARTS ON SHEET 6 THRUSHEET 15 SELECT ANCHOR TYPE ANDSPACING BASED ON DESIGN LOAD ANDSHUTTER SPAN FOR THE ANCHOR DETAILUSED.
MC
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MAY 24, 2013February 27th, 2015
SHU
TTER
SPA
NM
AX. 9
2 -1
/4"
SHUTTER WIDTHMAX. 92-3/4"
SHU
TTER
SPA
NM
AX. 9
2 -1
/4"
ELEVATION OPTION 1
8" 8"
2" 9" MAX.TYP.
2" MIN.EDGE DIST.
1.5"
8"
1"
3" X 3" X 1/4" ALUM.ANGLE 8" LONG@ EACH END
3"
1"
2"
SHU
TTER
SPA
N "L
" (SE
E SC
HED
ULE
)
ELEVATION OPTION 2
MIN
. SEP
ARAT
ION
SEE
"CH
ART
G" O
N S
HEE
T 6
6.919"
10
90 DEGREE SHUTTER OPTION
EXISTING GLASS
6.919"
6
13
100°"
#10 TEK SCREWAT 24" O.C.
7
SUBSTRATE
SUBSTRATE
TYPICAL ANCHORS@ 24" O.C. TYP.
DESIGN LOAD FOR INTERMEDIATEALUMINUM TUBE
SHUTTERWIDTH (IN.)
TUBE2" x 5" x 1/8"
TUBE2" x 6" x 1/8"
TYPE2" x 5" x 1/4"
92.75 -- 55 PSF 70 PSF
84 52 PSF 70 PSF 70 PSF
77 60 PSF 70 PSF 70 PSF
CHART T
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MAY 24, 2013February 27th, 2015
3/8"
MIN
.ED
GE
DIS
T.
0.89
0"
0.25
0"0.
231"
MIN
.
SUBSTRATE
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING(BOTTOM ONLY)
MAX
. SH
UTT
ER S
PAN
#10x2" 410-HT S.S S.M.STYP. TOP & BOTTOM
#10 x 3" 410-HT S.S S.M.S.W/ 7 / 16"Øx 5 / 8"MEDIUM & HAT NYLONBUSHING (TOP ONLY)
WHEEL CARRIAGE
TYPICAL ANCHORSEE CHART ON LEFT
7
2
2
TYPICAL ANCHORSEE CHART ON LEFT
SUBSTRATE
EDG
E D
IST.
(SEE
PAG
E 1)
MIN. SEPARATION SEE CHART G BELOW
EXIS
TIN
G G
LASS
3/8"
1T
1B
30
30
30
MIN. GLASS SEPARATION CHART
SHUTTER SPAN SEPARATION
SPAN ≤ 60" 112"
60" < SPAN ≤ 90" 214"
90" < SPAN ≤ 120" 312"
120" < SPAN ≤ 144" 378"
CHART G
144" < SPAN ≤ 168" 4"
168" < SPAN ≤ 180" 412"
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MAY 24, 2013February 27th, 2015
1/2"
MIN
.ED
GE
DIS
T.
0.23
1"
#10x2" 410-HTS.S S.M.S. TYP.TOP & BOTTOM
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 5 / 8"MEDIUM & HAT NYLONBUSHING (TOP ONLY)
WHEEL CARRIAGE
3
TYPICALANCHOR SEE
CHART ON LEFT
SUBSTRATE
7
MIN. SEPARATION SEE CHART G ON SHEET 6
EXIS
TIN
G G
LASS
0.90
0"
0.20
1"
MIN
.
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING(BOTTOM ONLY)
MAX
. SH
UTT
ER S
PAN
3
1/2"
TYPICALANCHOR SEE
CHART ON LEFT
SUBSTRATE
EDG
E D
IST.
7
2aT
2aB
DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART
MAX.DESIGNLOAD
SHUTTERSPAN
DETAIL 2aT (TOP)
CONCRETE CONCRETE WOODSTRUCTURE
CONCRETEBLOCK
CONCRETEBLOCK
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
(PSF) (INCH) TYPE A / B /C / F TYPE E TYPE H / G TYPE A1 / B1
/ D1 / E1 TYPE C1 / F1
40
60" 12.0 12.0 12.0 9.1 12.0
78" 12.0 12.0 12.0 7.0 12.0
96" 12.0 12.0 12.0 5.7 9.9
114" 12.0 10.7 12.0 4.8 8.4
120" 12.0 10.1 12.0 4.6 7.9
132" 12.0 9.2 12.0 4.2 7.2
141" 11.7 8.6 12.0 3.9 6.8
50
60" 12.0 12.0 12.0 7.3 12.0
78" 12.0 12.0 12.0 5.6 9.8
96" 12.0 10.1 12.0 4.6 7.9
114" 11.6 8.5 12.0 3.9 6.7
120" 11.0 8.1 12.0 3.7 6.4
132" 10.0 7.4 11.9 3.3 5.8
60
60" 12.0 12.0 12.0 6.1 10.6
78" 12.0 10.4 12.0 4.7 8.1
96" 11.5 8.4 12.0 3.8 6.6
114" 9.6 7.1 11.4 3.2 5.6
126" 8.7 6.4 10.4 - 5.0
70
60" 12.0 11.6 12.0 5.2 9.1
78" 12.0 8.9 12.0 4.0 7.0
96" 9.8 7.2 11.6 3.3 5.7
114" 8.3 6.1 9.8 - 4.8
118" 7.9 5.8 9.4 - 4.6
80
60" 12.0 10.1 12.0 4.6 7.9
78" 10.6 7.8 12.0 3.5 6.1
96" 8.6 6.3 10.2 - 5.0
111" 7.4 5.5 8.8 - 4.3
90
60" 12.0 9.0 12.0 4.1 7.1
78" 9.4 6.9 11.1 3.1 5.4
96" 7.6 5.6 9.1 - 4.4
105" 7.0 5.1 8.3 - 4.0
100
60" 11.0 8.1 12.0 3.7 6.4
78" 8.5 6.2 10.0 - 4.9
96" 6.9 5.1 8.2 - 4.0
99" 6.7 4.9 7.9 - 3.9
120
48" 11.5 8.4 12.0 3.8 6.6
60" 9.2 6.8 10.9 3.0 5.3
78" 7.0 5.2 8.4 - 4.1
91" 6.0 4.5 7.2 - 3.5
140
48" 9.8 7.2 11.6 3.3 5.7
60" 7.9 5.8 9.3 - 4.5
78" 6.0 4.5 7.2 - 3.5
81" 5.8 4.3 6.9 - 3.4
150
48" 8.6 6.3 10.2 - 5.0
60" 6.9 5.1 8.2 - 4.0
70" 5.8 4.3 6.9 - 3.4
DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART
MAX.DESIGNLOAD
SHUTTERSPAN
DETAIL 2aB (BOTTOM)
CONCRETE CONCRETE WOODSTRUCTURE
CONCRETEBLOCK
CONCRETEBLOCK
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
ANCHORSPACING
( in. )
(PSF) (INCH) TYPE A / B /C / F TYPE E TYPE H / G TYPE A1 / B1
/ D1 / E1 TYPE C1 / F1
40
60" 12.0 12.0 12.0 7.5 12.0
78" 12.0 12.0 12.0 5.8 10.1
96" 12.0 10.4 12.0 4.7 8.2
114" 11.9 8.8 12.0 4.0 6.9
120" 11.3 8.3 12.0 3.8 6.5
132" 10.3 7.6 12.0 3.4 5.9
141" 9.6 7.1 11.4 3.2 5.6
50
60" 12.0 12.0 12.0 6.0 10.5
78" 12.0 10.3 12.0 4.6 8.0
96" 11.3 8.3 12.0 3.8 6.5
114" 9.5 7.0 11.3 3.2 5.5
120" 9.0 6.7 10.7 3.0 5.2
132" 8.2 6.1 9.8 - 4.8
60
60" 12.0 11.1 12.0 5.0 8.7
78" 11.6 8.6 12.0 3.9 6.7
96" 9.4 7.0 11.2 3.1 5.4
114" 7.9 5.9 9.4 - 4.6
126" 7.2 5.3 8.5 - 4.2
70
60" 12.0 9.5 12.0 4.3 7.5
78" 9.9 7.3 11.8 3.3 5.7
96" 8.1 6.0 9.6 - 4.7
114" 6.8 5.0 8.1 - 3.9
118" 6.5 4.8 7.7 - 3.8
80
60" 11.3 8.3 12.0 3.8 6.5
78" 8.7 6.4 10.3 - 5.0
96" 7.1 5.2 8.4 - 4.1
111" 6.1 4.5 7.3 - 3.5
90
60" 10.1 7.4 11.9 3.3 5.8
78" 7.7 5.7 9.2 - 4.5
96" 6.3 4.6 7.5 - 3.6
105" 5.7 4.2 6.8 - 3.3
100
60" 9.0 6.7 10.7 3.0 5.2
78" 7.0 5.1 8.3 - 4.0
96" 5.7 4.2 6.7 - 3.3
99" 5.5 4.0 6.5 - 3.2
120
48" 9.4 7.0 11.2 3.1 5.4
60" 7.5 5.6 8.9 - 4.4
78" 5.8 4.3 6.9 - 3.4
91" 5.0 3.7 5.9 - -
140
48" 8.1 6.0 9.6 - 4.7
60" 6.5 4.8 7.7 - 3.7
78" 5.0 3.7 5.9 - -
81" 4.8 3.5 5.7 - -
150
48" 7.1 5.2 8.4 - 4.1
60" 5.7 4.2 6.7 - 3.3
70" 4.8 3.5 5.7 - -
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
1/2"
MIN
.ED
GE
DIS
T.
0.90
0"
0.20
1"0.
231"
MIN
.
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING(BOTTOM ONLY)
MAX
. SH
UTT
ER S
PAN
7
3
#10x2" 410-HTS.S S.M.S. TYP.TOP & BOTTOM
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 5 / 8"MEDIUM & HAT NYLONBUSHING (TOP ONLY)
WHEEL CARRIAGE
1/2"
3
TYPICALANCHOR SEE
CHART ON LEFT
TYPICALANCHOR SEE
CHART ON LEFT
SUBSTRATE
7
SUBSTRATE
EDG
E D
IST.
MIN. SEPARATION SEE CHART G ON SHEET 6
EXIS
TIN
G G
LASS
2T
2B
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
0.27
1"0.
231"
MAX
. SH
UTT
ER S
PAN
7
#10x2" 410-HTS.S S.M.S. TYP.TOP & BOTTOM
EQ.
0.90
0"
EQ. EQ.
MIN.EDGE DIST.
3/16"Ø RIVETS OR#10 TEKS @ 6" O.C. 4
5
1
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 5 / 8"MEDIUM & HAT NYLON
BUSHING (TOP ONLY)
WHEEL CARRIAGE
MIN.EDGE DIST.
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING
(BOTTOM ONLY)
EQ.
TYPICAL ANCHORSEE CHART ON LEFT
TYPICAL ANCHORSEE CHART ON LEFT
7
CONCRETE
MIN. SEPARATION SEE CHART G ON SHEET 6EX
ISTI
NG
GLA
SS
SUBSTRATE
1.41
0"M
AX.
0.37
5"M
IN.EQ
.EQ
.
EQ.EQ.
3/16"Ø RIVETS OR#10 TEKS @ 6" O.C.
3T
13B
3B TOP & BOTTOM
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
MAX
. SH
UTT
ER S
PAN
7
MIN.EDGE DIST.
3/16"Ø RIVETSOR #10 TEKS
@ 6" O.C.
#10x3" 410-HT S.S.S.M.S. W/ 7/16"Øx 7/8"
LONG NYLON BUSHING(BOTTOM ONLY)
0.500"
11
CONCRETE
EQ.
0.90
0"
45
EQ.
0.20
1"
11
3/16"Ø RIVETS@ 12"
O.C.
0.25
0"
0.90
0"
MIN.EDGE DIST.
9
#10x2" 410-HT S.SS.M.S. W/ 7/16"Øx 5/8"
LONG NYLON BUSHING(BOTTOM ONLY)
EQ. EQ.
TYPICAL ANCHORSEE CHART ON LEFT
TYPICAL ANCHORSEE CHART ON LEFT
MAX
. SH
UTT
ER S
PAN
CONCRETE
MIN. SEPARATION SEE CHART G ON SHEET 6
MIN. SEPARATION SEE CHART G ON SHEET 6
EXIS
TIN
G G
LASS
EXIS
TIN
G G
LASS
7
1.41
0"M
AX.
1.00
0"
0.50
0" 0.37
5"M
IN.
EQ.
EQ. 3/16"Ø RIVETS OR
#10 TEKS @ 6" O.C.
1.19
0"
4B
5B
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
0.30
3"
0.90
0"
MIN.EDGE DIST.
CONCRETE
8
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING
(BOTTOM ONLY)
0.25
0"
0.90
0"
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING
(BOTTOM ONLY)
1/2"
1" MIN.1/4"Ø x 3/4" TEKSCREW SEE CHARTFOR SPACING
1EQ.EQ.
12
TYPICAL ANCHOR@ 15" O.C PER
TESTED SPACING
MAX
. SH
UTT
ER S
PAN
7
MAX
. SH
UTT
ER S
PAN
7
TYPICAL ANCHORSEE CHART ON LEFT
SUBSTRATE
MIN. SEPARATION SEE CHART G ON SHEET 6
MIN. SEPARATION SEE CHART G ON SHEET 6
EXIS
TIN
G G
LASS
EXIS
TIN
G G
LASS
MIN
.ED
GE
DIS
T.
8B
6B
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
0.25
0"0.
231"
MAX
. SH
UTT
ER S
PAN
7
#10x2" 410-HT S.SS.M.S. TYP. TOP& BOTTOM
1
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 5 / 8"MEDIUM & HAT NYLONBUSHING (TOP ONLY)
WHEEL CARRIAGE
#10x2" 410-HT S.S S.M.S.W/ 7 / 16"Øx 7 / 8" MEDIUM
NYLON BUSHING(BOTTOM ONLY)
1" MIN.1/4"Ø - 20x3/4" S.S.BOLTS W/ NUT &
WASHER @ 9" O.C.
1/2"
MIN
.ED
GE
DIS
T.
MIN
.
1/2"
1" MIN.
1/4"Ø x 3/4" TEKSCREW SEE CHARTFOR SPACING
12
12
EQ.
0.90
0"
EQ.
4
5
EQ.
TYPICAL ANCHORSEE CHART ON
LEFT
TYPICAL ANCHORSEE CHART ON
LEFT
SUBSTRATE
SUBSTRATE
EDG
E D
IST.
MIN. SEPARATION SEE CHART G ON SHEET 6
EXIS
TIN
G G
LASS
7
1.41
0"M
AX.
0.37
5"M
IN.
EQ.
EQ.
EQ.EQ.
3/16"Ø RIVETS OR#10 TEKS @ 6" O.C.
.
3/16"Ø RIVETS OR#10 TEKS @ 6" O.C.
7T
7B
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
0.90
0" 0.25
0"
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING
(BOTTOM ONLY)
3
0.50
0"
1 1/2"
1/4"Ø x 3/4" TEKSCREW @ 4" O.C.
12
1 1/2"
MAX
. SH
UTT
ER S
PAN
7
CONCRETE
TYPICAL ANCHORSEE CHART ON LEFT
MIN. SEPARATION SEE CHART G ON SHEET 6
EXIS
TIN
G G
LASS
3.24
7"M
AX.
9B
FOR BUILDOUT CONDITIONS,REFER TO DETAIL 7T & 8B
FOR ANCHOR TYPE ON WALL MOUNTCONDITIONS REFER TO 7T & 8B ANCHORCHART (2) ANCHORS PER SEGMENT MIN.
CURVED TRACK
4" MIN.
2"MIN.TYP.
2" MIN.TYP.
12
1/4"Ø - 20x3/4" S.S.BOLTS W/ NUT &WASHER 2 PERSEGMENT@ 2" O.C.
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
0.89
0"
0.25
0"0.
231"
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING
(BOTTOM ONLY)
MAX
. SH
UTT
ER S
PAN
7
2
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 5 / 8"MEDIUM & HAT NYLONBUSHING (TOP ONLY)
WOOD
1
WHEEL CARRIAGE
(3) 5/16" Ø ULTRACON W/ 1-1/2"MIN. EMBED INTO WOOD
STRUCTURE, SEE CHART ONLEFT FOR SPACING
#10x2" 410-HTS.S S.M.S. TYP.TOP & BOTTOM
1/4"Ø x 3/4" TEKSCREW SEE CHART
FOR SPACING2X1X1/8" OR 2x2X1/8"
ALUMINUM TUBE CONT.
1/8"x4" ALUMINUMPLATE CONT. 6063-T6
1" OR 2"
1.00
5"
EMBE
DM
ENT
1/4" TEKSSEE CHART ON LEFTFOR SPACING
TYPICAL ANCHORSEE CHART ON
LEFT
SUBSTRATE
3 1/4" MIN.
MIN
.ED
GE
DIS
T.
(SEE
PAG
E 1)
MIN. SEPARATION SEE CHART G ON SHEET 6EX
ISTI
NG
GLA
SS
G
1 1/2" 1 1/2"
EQ.EQ.
0.37
5"
10B
10T
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
0.25
0"M
AX. S
HU
TTER
SPA
N
7
17
18
#10x3" 410-HT S.SS.M.S. W/ 7 / 16"Øx 7 / 8"LONG NYLON BUSHING
(BOTTOM ONLY)
CONCRETE
TYPICAL ANCHORSEE CHART ON LEFT
MIN. SEPARATION SEE CHART G ON SHEET 6
1.28
6"M
AX.
0.61
2"M
AX.
1.49
7"
0.375"
0.20
0"
1A
WHEEL CARRIAGE
EQ.EQ. EQ.EQ.
#10x2" 410-HTS.S S.M.S. TYP.TOP & BOTTOM
5/16" DIA. "ELCO" ULTRACONINTO WOOD #10x3" 410-HT S.S S.M.S. W/
7/16"Ø x 5/8" MEDIUM & HATNYLON BUSHING (TOP ONLY)NOTE: WHEELS AND BUSHINGALTERNATE LOCATIONS WITHINTHE TRACK. (EVERY OTHER ONE).
EXIS
TIN
G G
LASS
3/16"Ø RIVETS OR#10 TEKS @ 15" O.C.
3/16"Ø RIVETS OR#10 TEKS @ 15" O.C.
11T
11B
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016
MAY 24, 2013February 27th, 2015
1/2"
(7)
ANC
HO
R T
YPE
A, C
, D O
R E
@ 3
" MIN
.O
.C. A
T EA
CH
AN
GLE
1/2"1/2"
1/4"
Ø x
3/4
" TEK
SCR
EW @
6" O
.C. M
AX. 1/
4"Ø
x 3
/4" T
EKSC
REW
@ 6
" MAX
. O.C
.
1/4"
Ø x
3/4
" TEK
SCR
EW @
9" O
.C.
2" X
5" X
1/8
"AL
UM
INU
M T
UBE
1/4"
Ø T
HR
U B
OLT
S W
/W
ASH
ER &
NU
TS 7
"FR
OM
EAC
H E
ND
AN
D12
" O.C
. MAX
1/4"
TH
RU
BO
LTS
W/
WAS
HER
& N
UTS
0.250"0.231"
#10x
3" 4
10-H
T S.
SS.
M.S
. W/ 7
/ 16
"Øx
7 / 8
"LO
NG
NYL
ON
BU
SHIN
G(B
OTT
OM
ON
LY)
MAX. SHUTTER SPAN (L)
7
#10x
2" 4
10-H
T S.
S S.
M.S
.TY
P. T
OP
& BO
TTO
M
17
18
151516
#10x
3" 4
10-H
T S.
S S.
M.S
. W/ 7
/16"
Øx
5 / 8
" MED
IUM
AN
D H
ATN
YLO
N B
USH
ING
(TO
P O
NLY
)
B.O
WAL
L M
OU
NTI
NG
INST
ALLA
TIO
N12
0.250"0.231"MAX. SHUTTER SPAN (L)
7
2" X
3" X
1/8
" ALU
M.
TUBE
606
3-T6
2" X
4" X
1/8
" ALU
M.
ANG
LE C
ON
T.
3" X
3" X
1/4
" ALU
M.
ANG
LE 8
" LO
NG
@ E
ACH
EN
D
2" X
5" X
1/8
"O
R 2
"X6"
X1/8
"O
R 2
"X5"
X1/4
"AL
UM
. TU
BE 6
063-
T6R
EFER
TO
CH
ART
ON
SH
EET
4
(6) -
1/4
" Ø T
HR
UBO
LTS
W/ W
ASH
ER&
NU
TS P
ER A
NG
LE
WH
EEL
CAR
RIA
GE
WH
EEL
CAR
RIA
GE
HEA
VY D
UTY
TR
ACK
1/2"1/2"
5"M
AX.
ANC
HO
R T
YPE
A C
,D
OR
E 1
-1/2
" FR
OM
EA. E
ND
@ 9
" O.C
.
ANC
HO
R T
YPE
A, C
, DO
R E
1-1
/2" F
RO
M E
A.EN
D @
9" O
.C.
MIN.EDGE DIST.
MIN.EDGE DIST.
MIN.EDGE DIST.
MIN.EDGE DIST.
EXIS
TIN
G W
IND
OW
GLA
SS
EXIS
TIN
G W
IND
OW
GLA
SS
2" X
3 X
1/8
" ALU
M.
ANG
LE C
ON
T.
1 1/2"
CO
NC
RET
E
CO
NC
RET
E
CO
NC
RET
E
0.37
5"M
IN.
EQ.0.900"
EQ.
0.721"MIN.
EQ. EQ.
1.429"MAX.
EQ.
EQ.
1/2"
1/2"1"
1" MIN
.
1" MIN
.
1" MIN
.
3/16
"Ø R
IVET
S O
R#1
0 TE
KS @
15"
O.C
.
3/16
"Ø R
IVET
S O
R#1
0 TE
KS @
15"
O.C
.
MC
Y99
60 N
W 7
9 AV
E.
P: (3
05) 8
83 -
9940
HIA
LEAH
GAR
DEN
S, F
L. 3
3016