GENERAL NOTES: TYPICAL ANCHORS: (SEE CHARTS FOR … · 2019. 4. 23. · gss - 1 genesis accordion shutter system 9960 nw 79 ave. hialeah gardens, fl. 33016 p: (305) 883 - 9940 . april

April 23rd, 2019

GENERAL NOTES:

1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 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


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"


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

MC

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ESIS

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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-

April 23rd, 2019

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 MC

Y E

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, IN

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GLA

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- 1

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ESIS

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April 23rd, 2019

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

MC

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NG

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ING

, IN

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GLA

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- 1

GEN

ESIS

AC

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April 23rd, 2019

SHU

TTER

SPA

N "L

" (SE

E SC

HED

ULE

)±

50%

SPA

N T

YP.

±30%

SPA

N

A

11

TYPICAL ELEVATION

A

11

1

1 THRU

THRU

19 2019

2314

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".

2827

22

STANDARD TRACK

1929

SEE NOTES 2

SEE

NOTE

S 2

MIN

. SEP

ARAT

ION

SEE

CH

ART

G O

N S

HEE

T 3

7

10

SECTION W / STARTER AT ENDSA

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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April 23rd, 2019

SHU

TTER

SPA

NM

AX. 9

2 -1

/4"

12

12

AA

SHUTTER WIDTHMAX. 92-3/4"

SHU

TTER

SPA

NM

AX. 9

2 -1

/4"

ELEVATION OPTION 1

8" 8"

SEE CHART TTUBE SIZE

2" 9" MAX.TYP. (2" x 3" x 1/8" THK ALUM. TUBE)

(2" x 5" x 1/8" THK ALUM. TUBE)

2" MIN.EDGE DIST.

1.5"

8"

(7) ANCHOR TYPE A OR TYPE D1"

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

)

B

ELEVATION OPTION 2

B

11

11

1

1 THRU

THRU

MIN

. SEP

ARAT

ION

SEE

"CH

ART

G" O

N S

HEE

T 6

6.919"

10

90 DEGREE SHUTTER OPTIONB

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

MC

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NG

INE

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, IN

C.

GL

AZ

ING

CO

NS

UL

TA

NT

SM

CY

GSS

- 1

GEN

ESIS

AC

CO

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ION

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April 23rd, 2019

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.S.TYP. 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


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

OPTION7A

OPTION7B

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"

MC

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- 1

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ESIS

AC

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April 23rd, 2019

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 NYLONBUSHING (BOTTOMONLY)

MAX

. SH

UTT

ER S

PAN

3

1/2"

TYPICALANCHOR SEE

CHART ON LEFT

SUBSTRATE

EDG

E D

IST.

7

2aT

2aB

0.13

2"

2

#10x3" 410-HTS.S S.M.S. W/ 7 /16"Øx 7 / 8"LONG NYLONBUSHING TOP &BOTTOM

0.14

3"

#10x3" 410-HTS.S S.M.S. W/ 7 /16"Øx 7 / 8"LONG NYLONBUSHING(BOTTOMONLY)

SCREW CAN APPLYTO ALL OPTION A

SCREW CAN APPLYTO ALLOPTION B

OPTION7A OPTION

7B

OPTION7A

OPTION7B

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

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

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



WHEEL CARRIAGE

1/2"

3

TYPICALANCHOR SEE

CHART ON LEFT

TYPICALANCHOR SEE

CHART ON LEFT

SUBSTRATE

7

SUBSTRATE

EDG

E D

IST.


EXIS

TIN

G G

LASS

2T

2B

OPTION7A

OPTION7B

MC

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

0.27

1"0.

231"

MAX

. SH

UTT

ER S

PAN

7


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.



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 & BOTTOMOPTION

7A

MC

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

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.



MAX

. SH

UTT

ER S

PAN

CONCRETE



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

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

0.30

3"

0.90

0"

MIN.EDGE DIST.

CONCRETE

8


(BOTTOM ONLY)

0.25

0"

0.90

0"


(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


SUBSTRATE



EXIS

TIN

G G

LASS

EXIS

TIN

G G

LASS

MIN

.ED

GE

DIS

T.

8B

6B

OPTION7B

MC

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

0.25

0"0.

231"

MAX

. SH

UTT

ER S

PAN

7

#10x2" 410-HT S.SS.M.S. TYP. TOP& BOTTOM

1


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


LEFT

SUBSTRATE

SUBSTRATE

EDG

E D

IST.


EXIS

TIN

G G

LASS

7

1.41

0"M

AX.

0.37

5"M

IN.

EQ.

EQ.

EQ.EQ.


.


7T

7B

OPTION7A

MC

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

0.90

0" 0.25

0"


(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



EXIS

TIN

G G

LASS

3.24

7"M

AX.

9B

OPTION7B

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

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

0.89

0"

0.25

0"0.

231"


(BOTTOM ONLY)

MAX

. SH

UTT

ER S

PAN

7

2


WOOD

1

WHEEL CARRIAGE

(3) 5/16" Ø ULTRACON W/ 1-1/2"MIN. EMBED INTO WOOD

STRUCTURE, SEE CHART ONLEFT FOR SPACING


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


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

SSG

1 1/2" 1 1/2"

EQ.EQ.

0.37

5"

10B

10T

OPTION7A

OPTION7B

MC

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

0.25

0"M

AX. S

HU

TTER

SPA

N

7

17

18

#10x3" 410-HT S.S S.M.S. W/ 7 / 16"Øx 7 / 8" LONG NYLON BUSHING (BOTTOM ONLY)

CONCRETE



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.


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



11T

11B

MC

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

April 23rd, 2019

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

TH

RU

BO

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

.

OPT

ION

7A 7A

OPT

ION

OPT

ION

7B

MC

Y E

NG

INE

ER

ING

, IN

C.

GLA

ZIN

G C

ON

SU

LT

AN

TS

MC

Y

GSS

- 1

GEN

ESIS

AC

CO

RD

ION

SH

UTT

ER S

YSTE

M

9960

NW

79

AVE.

P: (3

05) 8

83 -

9940

H

IALE

AH G

ARD

ENS,

FL.

330

16

Documents

GENERAL NOTES: TYPICAL ANCHORS: (SEE CHARTS FOR … · 2019. 4. 23. · gss - 1 genesis accordion shutter system 9960 nw 79 ave. hialeah gardens, fl. 33016 p: (305) 883 - 9940 . april