GENERAL NOTES:1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE

WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) .2. DESIGN BASED ON ASCE 7-10 USING Vult= 115MPH / Vasd=90MPH (3 SEC GUST, UP TO

6'-0" WITHIN OR OUTSIDE HVHZ), INCLUDING EXPOSURE 'D', RISK CATEGORY I, USINGTHE 'OPEN SIGN METHOD'. SEISMIC DESIGN DOES NOT GOVERN.

3. FOR POOL APPLICATIONS, PER FBC 454.2.17.1.8: POOL ACCESS GATES WHENPROVIDED SHALL COMPLY WITH FBC 454.2 AND MUST BE AT LEAST 48" ABOVEGRADE & EQUIPPED WITH A SELF CLOSING, SELF LATCHING LOCKING DEVICE NOTLESS THAN 54" FROM BOT OF GATE. GATE MUST OPEN OUTWARD AWAY FROM POOL& MUST HAVE NO OPENING >1/2" WITHIN 18" OF RELEASE MECHANISM.

4. FOR NON-POOL APPLICATIONS REQUIRING EGRESS: PER FLORIDA FIREPREVENTION CODE 6TH EDITION, NFPA 1, 101, 2017 EDITION, GATES REQUIRINGEGRESS SHALL HAVE NO LATCHES AND BE FREE SWINGING FOR QUICK EXITING.GATE SHALL HAVE SELF-CLOSING HINGES ONLY.

5. THIS FENCE DESIGN TO BE USED AT LEVEL GROUND SURFACE ONLY, WITH USELIMITED TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDEDTO MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS.

6. ALL FASTENERS TO BE #12 X 34" OR GREATER SERIES 400 NON-MAGNETIC

STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANTMATERIAL.

7. ALUMINUM WELDING SHALL BE IN ACCORDANCE WITH 2017 FBC SECTION 2003.8.1.4WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10 STANDARDS; ALL ALUMINUMCONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY ANDMETHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2. MINIMUMWELD IS 18" THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED.

8. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 OR BETTER,U.N.O.

9. ALL CONCRETE SHALL BE UNCRACKED ONLY WITH A MINIMUM COMPRESSIVESTRENGTH OF 3000 PSI U.N.O. AND SHALL BE MINIMUM 1.5X THICKER THAN ANYMEMBER EMBEDMENT. ALL EPOXY AND GROUT SHALL MEET OR EXCEEDCOMPRESSIVE STRENGTH OF THE CONCRETE AND SHALL BE IRON-FREE,NON-SHRINK AND NON-REACTIVE. CONCRETE FOOTERS SHALL CONTAIN MIN 0.1%FIBERMESH ADMIXTURE PER CY.

10. SURROUNDING SOIL TO BE COMPACTED TO 95% OPTIMUM DENSITY, 2000 PSF MINAND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION PERFBC 1806.2 AND SHALL BE SANDY GRAVEL CLASS ONLY. NOTE: THE FENCE ISDESIGNED SUCH THAT IT MAY LIST IN SATURATED SOIL AT PEAK WINDS BUT REMAININTACT AS PERMITTED BY CODE.

11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILARMATERIALS TO PREVENT ELECTROLYSIS.

12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS.13. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN

ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVESHARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,& FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.

14. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECTSITE. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANYWAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONSARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEYMAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIEDHEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS. ENGINEERING EXPRESSSHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORKUPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OFEXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED ANDINVALIDATE OUR CERTIFICATION.

15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ORAFFIRMATIONS ARE INTENDED.

3" UNIVERSAL POST - PANEL & GATE SYSTEM

COPYRIGHT ENGINEERING EXPRESS • •

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SINGLE OR DOUBLEGATE OPTION - SEE SHEET 3

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COPYRIGHT ENGINEERING EXPRESS • •

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A, B, OR C - INLINEPOST (C POST SHOWN)

EXPLODED VIEW

FENCE INFILL MAY VARY,SEE EXTRUSION OPTIONSSHEET 4

A, B, OR C POST(A POST SHOWN)

E - BASEPLATE

G - POSTCAP

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D TOP CAP

(4) 516" X 3" ITW

BUILDEXTAPCONS 4"

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FENCE INFILL MAYVARY, SEEEXTRUSIONOPTIONS SHEET 4

BASEPLATE OREMBEDDED OPTION(BASEPLATE SHOWN)

CORNER PLAN

SECTIONS

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COPYRIGHT ENGINEERING EXPRESS • •

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S-RECT. POST FRAME52-63-7983

(FULLY WELDED MITREDCORNERS TYP.)

MARK 5 HINGE W/ BASEPLATE 52-63-8793

LATCHSEE GENERAL NOTES FOR

POOL USE

POST EMBEDED OPTIONSEE TABLES FOR DETAILS

EMBED POST TO 6"+-FROM BOTTOM CENTERED

SLAT INFILLSHORZ. SHOWN-MAYBE VERT. OR HORIZ.

FRONT VIEW DOUBLE OR SINGLESWING GATE

POSTWITH G-CAP

BASE PLATE CONNECTION OPTION(4) 5

16" X 3" ITW BUILDEX TAPCONS 4"FROM ANY CONC FACE

(SINGLE GATE SIMILAR)

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SIMILARARSIMMILAAR SIMILAMILAR

3"

3"

3"

3"

3"

3"

3"

3"

6"

6"

2 1/2"

1"

5"

1 7/

8"

1/4"

A3" Starter Post x 24' 2"

57-63-120 (FL)6063-T6

MI-013822

B3" Corner Post x 24' 2"

57-63-130 (FL)6063-T6

MI-013824

C3" Inline Post x 24' 2"

57-63-100 (FL)6063-T6

MI-013823

D3" Top Cap x 20' 2"

57-63-110 (FL)6063-T6MI-03825

E6" Fabbed Fence Post

Base Plate10-61-365F (FL)

6061-T6FLAT BAR WITH 18" FULLY

WELDED TABSSAPA-31642

(4) #14 SELF TAPPING FLATHEAD SCREWS BASE PLATETO POST & (3) EA SIDE TO

WELDED TAB

G3" Flush Mount

Square Post Cap21-00-763 (FL)

F35" Radius Tube x 24'

40-63-7236063 T6 M/FSAPA-49460

G

H0.938 X 4 SLAT57-63-110 (FL)

6063-T6MI-10153

I0.938 X 5 SLAT57-63-110 (FL)

6063-T640-63-723

4"

15/16"

5"

15/16"

J0.938 X 3 SLAT57-63-110 (FL)

6063-T640-63-722

3"

15/16"

KTUNG & GROVE SLAT

57-63-110 (FL)6063-T6

MI-052271

6"

15/16"

LSHADOW BOX57-63-110 (FL)

6063-T6MI-0522365"

N6" HARDY PLANK57-63-110 (FL)

6063-T6MI-052299

6"

7/16"

15/16"

6 5/8"

OSHUTTER

57-63-110 (FL)6063-T6

FH-04158

4"

15/16"

P57-63-110 (FL)

6063-T6FS-08490

6 3/8"15/16"

Q57-63-110 (FL)

6063-T6MI-050403(VENTED)

7 1/8"

15/16"

R57-63-110 (FL)

6063-T6MI-031642

3"

1/8"

sRECTANGULAR POST FRAME

57-63-110 (FL)6063-T6

FH-01293

3"

2"

1 1/16"

1"

INFILL OPTIONS

POSTS

15/16"

TSHUTTER

57-63-110 (FL)6063-T6

FH-05384

4 1/2"

1"

USHUTTER

57-63-110 (FL)6063-T6

FH-04159

3 3/4"

15/16"

1"

PARTS

EXTRUSIONSALL PARTS 6063-T6 U.N.O.

TABLE 1 - FOOTING SIZING TABLEPOST POST WIDTH (SQUARE OR ROUND)

HEIGHT 4'-0" 5'-0" 6'-0" 7'-0" 8'-0"48" 10"X24" 10"X24" 12"X26" 12" X 26" 12" X 30"60" 10"X24" 10"X24" 12"X30" 12" X 30" 14" X 30"72" 10"X24" 12"X30" 12"X30" 14 X 30" 14" X 34" 6"+-

WIDTH

HEIGHT

0.1%CUFTFIBERMESH3KSI CONC

WELLCOMPACTEDSOIL

POST

COPYRIGHT ENGINEERING EXPRESS • •

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5/15

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(FL)

15

3052236

OX0 (FL)6

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(FL)

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(FL)

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