H&S Decimal Template - EZ Handrail · 2021. 2. 17. · CURVED BALUSTER END LOOP END STAIR LOOP. STAIRS PIVOT MOUNT BOTTOM. MIDWEST ENGINEERING 5610 Alona Point Osage Beach, MO 65065

OPEN

1" TO 3" GAP

1" TO 3" GAP

SETTING BLOCK MID SUPPORT O/C BETWEEN POSTS GLASS APP. AND 8' RAILING SECTIONS SEE MID SUPPORT DETAIL

1/4" SOLID GLASS PANEL LAMINATED/TEMPERED SAFETY GLASS OR AS REQUIRED BY LOADS OR CODE

ATTACHMENT SUPPORT OPTIONS, SEE ATTACHMENT DETAILS

OPEN

OPEN

OPEN

ATTACHMENT AS REQURIED

(2) #10x1-1/2" SMS TOP AND BOTTOM #10x1-1/2" SMS TOP AND BOTTOM (TYP EACH BALUSTER)

TOP CAP & SNAP PLATE ASSEMBLY

1" BALUSTER

BOTTOM CHANNEL

BOTTOM GLASS MOUNT

TOP GLASS MOUNT

(1) #14 x " HEX SELF DRILLING SCREW78" HEX SELF DRILLING SCREW

2" CLEAR SPACING TO ALL CONCRETE EDGES, TYPICAL ALL LOCATIONS

4.5" CORE DRILL, 3.5" DEEP, 3" CLEAR SPACING. FILLED WITH EPOXY (HILTI CY-150 OR APPROVED EQUAL).

OPTIONAL DECORATIVE BASE COVER

RAILING MAY TERMINATE AT POST SPACE FROM POST TO STRUCTURE TO PREVENT PASSAGE OF A 4" SPHERE

(2)#10x1" typical all#10x1" typical all

GLASS BALUSTER TO BE " THICK OR AS 14" THICK OR AS REQUIRED BY LOADS AND CODE

SUBSTRATE

FRONT VIEW

SIDE VIEW

FRONT VIEW

POST

SIDE VIEW

(2)1/4"x2-1/4"EMBED TAPCONS (2" MIN EDGE DIST) TO CONCRETE OR (2) #10 1.5" SMS/WOOD SCREWS TO WOOD

(1)#10x1" ST TO SECURE BRACKET TO TOP CAP

(1)#10x " ST34" ST

(2) "x2"-1/4" EMBED 14"x2"-1/4" EMBED TAPCONS (2" MIN EDGE DIST) TO CONCRETE OR (2)#10 1.5" SMS/WOOD SCREWS TO WOOD

(1)#10x1" ST TO SECURE BRACKET TO BOTTOM RAIL

CAPRI WITH SNAP

OUTSIDE FACE

3"

3"

3"

3"

2.75

2.75

POST CAP

3" POST

POST SET IN CORE HOLE W/ EPOXY

GLASS

PICKET

3" CLEAR SPACING TO EDGE OF CONCRETE FOR ALL CORES

POST SURFACE MOUNT

Anchors as required by installation as required by designer. Seal all holes to prevent water from collecting in hole with Powers Adhesive 110+ Epoxy Injection System

CURVE PICKET

(2) 1/4" X 3" 1/2" BOLTS

Anchor as required by existing.

18" WELD ABOUT THE POST

PROVIDE 2" CLEAR TO EDGE OF ALL CONCRETE FROM ANCHOR BOLTS

(2)#10x1" ST

Normal weight concrete assumed. Light weight concrete will required special design considerations. Contact Madden Manufacturing for additional assistance..

4", " Through bolt and tee nut. 14" Through bolt and tee nut. Stainless Steel

Flooring: Wood or composite deck, 1" thick

3" POST

(2)#10x1" SS typical each end each picket, 0.364" Head Diameter

#10x1"SST

%%202

T-Rail

INTERMEDIATE LANDING

ONE TREAD

ONE TREAD

3x3 POST

FRAME BACKING AT ALL MOUNT LOCATIONS

SEE THIS SHEET FOR DETAILS ON STRUCTURAL RAILINGS AND CONNECTIONS

HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT OF STAIRS

CONCRETE STAIR TREAD BY OTHERS

2"x2"x " STEEL PLATE IN CONCRETE TREAD BY OTHERS14" STEEL PLATE IN CONCRETE TREAD BY OTHERS

4"X7" STEEL STRINGER BY OTHERS

STAIR END LOOP EXTEND 12" PAST LAST STEP

14"X " S.S. TEK. SCREWS BOTH 34" S.S. TEK. SCREWS BOTH SIDES STAGGERED 6" O.C.

NEW 3"X3" T-6061 ALUMINUM POST ATTACHED TO 1"X1"X " STEEL POST 116" STEEL POST

1"X1"X " STEEL POST WITH 116" STEEL POST WITH 18" WELD ABOUT BASE

(2)1/4"x 1-3/4" EMBED TAPCONS (3" MIN EDGE DIST) TO CONCRETE OR (2)5/16"x 2-1/2" LAG BOLTS TO WOOD OR (2) 1/4"x 4" THRU BOLT TO POST.

WALL BRACKET 72" O.C.

(2) #10X1 S.S.

SELF CLOSING HINGES

NOTE: GATE TO SWING OUT FROM POOL

POST EMBEDDEMENT

GATE LATCH MECHANISM

TOP CAP & SNAP PLATE

1X1.8 OR 1.4X1.8 OR 1.8X1.8

OPEN

BOTTOM CHANNEL

42" COMMERICAL HEIGHT

42" COMMERICAL HEIGHT

42" COMMERICAL HEIGHT

42" COMMERICAL HEIGHT

42" COMMERICAL HEIGHT

42" COMMERICAL HEIGHT

CAPR. CLIP OR TOP PIVOT MOUNT

1" BALUSTER

OPEN

OPEN

CAPR. CLIP OR BOTTOM PIVOT MOUNT

MOUNTING BASE OR WELDED PLATE WITH 3"X " LAG SCREW 14" LAG SCREW OR 3" WEDGE ANCHOR OR 4" THRU BOLT AND TEE NUT (TYP)

SEE POST DETAIL THIS PAGE

WELDED PLATE POST CAN BE SHIMMED USING SS WASHERS

3X3 POST WITH CAP

1" X " AL Bar14" AL Bar

14" PRE DRILLED HOLE CENTERED, " CLEAR 14" CLEAR TO END OF BAR.

14" PRE DRILLED HOLE CENTERED, 14" CLEAR TO END OF BAR.

SCALE: 3"=1'-0"

NO. 1

DATE 6/11/20

CKD.

DR'N. MJM

SCALE: 3"=1'-0"

SCALE: N.T.S.

3" COMPONENT TO ROUND HANDRAIL 5" ROUND HAND RAIL TO ROUND HANDRAIL EPOXY BONDING ON ALL SPLICE CONNECTIONS

5° ELBOWFOR RAMP

90° RADIUSELBOW

34° ELBOWFOR STAIRS

90° ELBOW

SPLICE FOR ADA PIPE

GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF 2018 INTERNATIONAL BUILDING CODE AND 2017 FLORIDA BUILDING CODE 6TH ADDITION. 2. ALL FASTENERS TO BE #10 X " OR BETTER STAINLESS STEEL. 34" OR BETTER STAINLESS STEEL. 3. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6, OR 6005-T5. 4. ALL CONCRETE AND EPOXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS, 5. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. 6. ACQ LUMBER REQUIRES STAINLESS STEEL FASTENERS. ACQ LUMBER REQUIRES STAINLESS STEEL FASTENERS. 7. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED AND INSTALLED BY OTHERS. 8. ALL WORK AND MEASUREMENTS SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. SHALL BE NOTIFIED IMMEDIATELY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION. FABRICATION AND INSTALLATION OF MATERIALS SHOWN ON THIS SHEET. 9. MIDWEST ENGINEERING COMPANY, LLC (MWE)., AND THE ENGINEER SEALING THIS DRAWING ARE RESPONSIBLE FOR THE STRUCTURAL DESIGN ONLY AS SHOWN ON THIS DRAWING. FABRICATION, ERECTION AND CONSTRUCTION PRACTICES ARE NOT THE RESPONSIBILITY OF MWE., OR THE ENGINEER SEALING THIS DRAWING. 10. DO NOTE SCALE FROM DRAWINGS. SEE PRODUCT SPECIFICATIONS FOR FURTHER DETAIL. 11. ALL CONNECTION POINTS TO EXISTING STRUCTURE SHALL BE ENGINEERED, VERIFIED AND/OR REINFORCED TO COMPLY WITH IBC AND LOCAL CODE REQUIREMENTS. 12. SEE PAGE S-2 FOR ADDITIONAL DETAILS. 13. INSTALLATION SHALL COMPLY WITH ALL DRAWINGS, ALUMINUM ASSOCIATION SPECIFICATION, AND MANUFACTURE INSTALLATION INSTRUCTIONS.