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HomeMy WebLinkAboutRamp Switch Back 2007-0685TIE DOWN PLAN ELEVATION PLAN SCALE: 3/16"= F-0" f NOTE: NO OPENING WILL ALLOW A4' SPHERE TO PASS THROUGH. NOTE: ALL OTHER LANDING WALKING RAILS SIMILIAR SURFACE ELEVATION VIEW D5'-4" LANDING RAIL SCALE: 1 1/2" =1'-0" #14 x 3/4' LONG SELF DRILLING PAN HEAD SCREW (12" O.C. MAX) STAIR TO LANDING CONNECTION r--1 I L_—� L — O LANDING L URS CHANNEL N 2'x5"x1/8" EACH y OCCURANCE 1/8' V 1"-3" 1/4" x 3/4LG SELF LL DRILLING HEX HEAD SCREW EACH BLDG. SIDE URS DECK ANGLE 6" OR 8" SELF MATING EXTRUDED ALUMINUM DECK WITH SLIP RESISTANT SURFACE 2"x5"x1/8" SELF MATING CHANNEL SEL ALL LANDING CORNERS PLAN VIEW VxYA18" RECT. ALUM. TUBE STRINGER, De 5'-4" SQ LANDING SCALE: 1 1/2"= 1'-0" DENOTES a ION w w U � 4R1007 - ©ISO n, RAMP W/ RAILING SCALE: 3" = 1'-0" URS CHANNEL 2"x5"x3/16" 11" 1/ 1!8" 2-12 2 RS1 %i DETAIL STAIR STRINGER RSt SLIP -RESISTANT STAIRTREADI 4- 2" x 8" x TRI ALUM TUBE SCALE: SISTA" 1IC (TYPICAL) GROSS SECTION DETAIL `n a SI 23/4"XI 1/2 STAIR URS HINGE SCALETS EXTRUDED SLIP -RESISTANT ALUMINUM STAIR TREAD (TYPICAL) I OCCURANCE 1/g^ 1"_12" EACH VERTICAL LEG (EVERY TREAD) ,1 EACH OCCURANCE1� /g• V 2-12 RISER PLATE 8" x 1/8" THK TYP HANDRAIL, 1 1/4" SCH. 40 ALUM. PIPE (1.660 OD x 0.14" WALL) hLh V L-1 I WIN YLPLIN SCALE: 3/16" = P-0" ALL RECTANGULAR LANDINGS o °o TOP OF LANDING THRESHOLD 1 K O PRESSURE TREATED WOOD BLOCKS (EVERY 18' TO 24' O.C.; DIFFERENT TYPES OF ATTACHMENT: 1.) FOR ATTACHMENT LIGHT GAUGE METAL JOIST: THROUGH BOLT WITH 5/16" DIA. HEX -HEAD BOLT, FLAT WASHER, 8 5/16" NUT. (12' O.C. MAX.) 2.) FOR ATTACHMENT TO WOOD: 5/16"DIA. HEX- HEAD LAG �TSCREWS +(12" O.C. MAX.) 3. FOR ATTAC � EN�CAM* N�3/TO HEX- HEAD itt1IL CONNECTION 1V El�TI1ON MAX AN SCALE: 1 1/2" = V-0" 1/8" V I I I I REDD TEAM EXTRUDED HANDRAIL BRACKET EVERY POST 1/4" I I ALUM. TUB 1-7/16"x1 15/16"x1/8" I I SIDE VIEW NOTE:HANDRAIL SHALL BE SMOOTH WITH NO SHARP EDGES, AT CONNECTIONS HANDRAIL DETAIL SCALE: 1 1/2"= F-0" ' I �f I 1 RS1 RAIL MOUNTING POCKET 2"x 2'x 1/8" TUBE 4'-0" LONG x"5/8" 1 1/4"x0.035" O TIE -DOWN EARTH ST ANCHOR WITH GROUND AS M CERTIFIED I & DOUBLE HELIX 4725 LB, MIN CAPACITY AND STABILIZER PLATE BEHIND ANCHOR 4725 LB. MIN CAPACITY y Iz 0 TIE DOWN EARTH ANCHOR SCALE: 1 1/2" =1'-0" TOP OF RAMP DECK 3"x3'x1/4' THK ANGLE x6 3/4' 3 3/4" (INSIDE/INSIDE) MIN LEVEL 12 n P) 1 i SEE NOTE BELOW END HOOP /FINISHED GRADE u WALKING SURFACE VERTICAL PICKET GUARDRAIL 114"THKTRANSITIONPLATE 1 1/2"x 6" AND 8" ALUM. DECK W/SLIP RESISTANT SURFACE NOTE: NO OPENING WILL ALLOW A 4" SPHERE TO PASS THROUGH. ©END OF RAMP VIEW SCALE: 3/4"=1'-0" GENERAL NOTES: 1.ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN. 2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES. 3. ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS. STRUCTURAL MEMBERS TO BE 6061-T6, 6063-T6 AND 6005-T5ALUMINUM ALLOY. 4. ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED. 5. WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.2-97 GAS METAL ARC WELDING (GMAW) 6. ALL FASTENERS TO BE 18-8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE NOTED. 7, LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 100PSF LIVE LOAD. 8. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVERA 12'x12' AREA, STAIR TREADS SHALL BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 INCH AREA. 9. RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINUMUM HEIGHT UNLESS OTHERWISE SPECIFIED, (34 AND 38 INCHTWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKET RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FUR SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL.) 10.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP OF THE RAIL. 11. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 250 LHS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECIDING PARAGRAPH. 12. INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ON AN EQUAL TO 1 SQUARE FOOT, INCLUDING OPENINGS AND SPACE BETWEEN RAILS. 13. GUARDRAIL SYSTEMS SHALL BE DESIGNED SO THAT A 4 (FOUR) INCH SPHERE CANNOT PASS THROUGH ANY OPENING. 14. DECK SURFACE SHALL BE SLIP RESISTANT, EXTRUDED ALUMINUM DECKING WITH A TRIPLE I -BEAM, SELF -MATING DESIGN. 15. ALL SURFACES, MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM SHARP OR JAGGED EDGES, 16.ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OF EXISTING CONDITIONS. (A F— _J SLOPE RAMP SECTION RAMP @ 1:12 (5) (HANDRAIL NOT INSTALLED) PROPRIETARY HINGE EXTRUSION (SAME WIDTH AS RAMP) TOP OF DECK __ _ _-___ _ — _ TOP OF _ - DECK 1/8" V1 1/4" @ EA. LE 1/8" 1/2" _@- RIB RAMP TO LANDINGS CONNECTOR 1/413/4'SELF DRILLING HEX HEAD SCREWS / RAMP TO LANDING CONNECTION SCALE: 3"=1'-0" F8C 6TH EDITION (2017) COMPLIANCE STATEMENT: 1. - 180 NPH (HM,Z) 2. I 3. C 4. 100 PSF 5. HANDRAIL IMPACT: 200 PSF DESIGN CRITERIA COMPLIANCE STATEMENT: FBC 6TH EDITION (2017 FFPC 6TH EDITION (201 ) 2015 EPCOT BUILDING CODE W 16 de '17 SUPP TU ALUMINUM TUBE . 1 15/16"x1 x1/8" 2015 MT ACCESS CODE W Y6 d Y7 SUPP CONSULTING ENGINEER JULIO ORBEGOSO 1/4"0/4" H.H. SELF 202 DORIS OR. DRILLING SCREWS (TVP) LAKELAND, FL 33813 1.-0.. O.C. MIN. -._ ...._...._ ..,..._,._ 1/8' V 1/2" @ EVERY RIB ORAMP TO RAIL CONNECTION SCALE: 1 1/2" = F-0" REVISION DATE: O�RlM-ISM AM �N all, W ci Z II4 CEJ I--1 (4 I� W C)z �i CL DATE: 04-24-2018 DRAWN: R.L.G. JOB#: RT -WS -D wuo aeGoso SHEET NO. �orioa ve = �aTv, n RS -1 5'-4- c V GROUND ANCHOR LOCATION r 4'-0" x 10'-0" RAMP SECTION I - v RAMP DOWN (112 MAX.) L------- In Lm" y I .may} D'-10" {y. 2'-6" Y RAMP DOWN (1:12 MAX.) II II Y V II II it II II II II l - t7 F 10'-0" 10'-0" 5'-4" I. TIE DOWN PLAN ELEVATION PLAN SCALE: 3/16"= F-0" f NOTE: NO OPENING WILL ALLOW A4' SPHERE TO PASS THROUGH. NOTE: ALL OTHER LANDING WALKING RAILS SIMILIAR SURFACE ELEVATION VIEW D5'-4" LANDING RAIL SCALE: 1 1/2" =1'-0" #14 x 3/4' LONG SELF DRILLING PAN HEAD SCREW (12" O.C. MAX) STAIR TO LANDING CONNECTION r--1 I L_—� L — O LANDING L URS CHANNEL N 2'x5"x1/8" EACH y OCCURANCE 1/8' V 1"-3" 1/4" x 3/4LG SELF LL DRILLING HEX HEAD SCREW EACH BLDG. SIDE URS DECK ANGLE 6" OR 8" SELF MATING EXTRUDED ALUMINUM DECK WITH SLIP RESISTANT SURFACE 2"x5"x1/8" SELF MATING CHANNEL SEL ALL LANDING CORNERS PLAN VIEW VxYA18" RECT. ALUM. TUBE STRINGER, De 5'-4" SQ LANDING SCALE: 1 1/2"= 1'-0" DENOTES a ION w w U � 4R1007 - ©ISO n, RAMP W/ RAILING SCALE: 3" = 1'-0" URS CHANNEL 2"x5"x3/16" 11" 1/ 1!8" 2-12 2 RS1 %i DETAIL STAIR STRINGER RSt SLIP -RESISTANT STAIRTREADI 4- 2" x 8" x TRI ALUM TUBE SCALE: SISTA" 1IC (TYPICAL) GROSS SECTION DETAIL `n a SI 23/4"XI 1/2 STAIR URS HINGE SCALETS EXTRUDED SLIP -RESISTANT ALUMINUM STAIR TREAD (TYPICAL) I OCCURANCE 1/g^ 1"_12" EACH VERTICAL LEG (EVERY TREAD) ,1 EACH OCCURANCE1� /g• V 2-12 RISER PLATE 8" x 1/8" THK TYP HANDRAIL, 1 1/4" SCH. 40 ALUM. PIPE (1.660 OD x 0.14" WALL) hLh V L-1 I WIN YLPLIN SCALE: 3/16" = P-0" ALL RECTANGULAR LANDINGS o °o TOP OF LANDING THRESHOLD 1 K O PRESSURE TREATED WOOD BLOCKS (EVERY 18' TO 24' O.C.; DIFFERENT TYPES OF ATTACHMENT: 1.) FOR ATTACHMENT LIGHT GAUGE METAL JOIST: THROUGH BOLT WITH 5/16" DIA. HEX -HEAD BOLT, FLAT WASHER, 8 5/16" NUT. (12' O.C. MAX.) 2.) FOR ATTACHMENT TO WOOD: 5/16"DIA. HEX- HEAD LAG �TSCREWS +(12" O.C. MAX.) 3. FOR ATTAC � EN�CAM* N�3/TO HEX- HEAD itt1IL CONNECTION 1V El�TI1ON MAX AN SCALE: 1 1/2" = V-0" 1/8" V I I I I REDD TEAM EXTRUDED HANDRAIL BRACKET EVERY POST 1/4" I I ALUM. TUB 1-7/16"x1 15/16"x1/8" I I SIDE VIEW NOTE:HANDRAIL SHALL BE SMOOTH WITH NO SHARP EDGES, AT CONNECTIONS HANDRAIL DETAIL SCALE: 1 1/2"= F-0" ' I �f I 1 RS1 RAIL MOUNTING POCKET 2"x 2'x 1/8" TUBE 4'-0" LONG x"5/8" 1 1/4"x0.035" O TIE -DOWN EARTH ST ANCHOR WITH GROUND AS M CERTIFIED I & DOUBLE HELIX 4725 LB, MIN CAPACITY AND STABILIZER PLATE BEHIND ANCHOR 4725 LB. MIN CAPACITY y Iz 0 TIE DOWN EARTH ANCHOR SCALE: 1 1/2" =1'-0" TOP OF RAMP DECK 3"x3'x1/4' THK ANGLE x6 3/4' 3 3/4" (INSIDE/INSIDE) MIN LEVEL 12 n P) 1 i SEE NOTE BELOW END HOOP /FINISHED GRADE u WALKING SURFACE VERTICAL PICKET GUARDRAIL 114"THKTRANSITIONPLATE 1 1/2"x 6" AND 8" ALUM. DECK W/SLIP RESISTANT SURFACE NOTE: NO OPENING WILL ALLOW A 4" SPHERE TO PASS THROUGH. ©END OF RAMP VIEW SCALE: 3/4"=1'-0" GENERAL NOTES: 1.ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN. 2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES. 3. ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS. STRUCTURAL MEMBERS TO BE 6061-T6, 6063-T6 AND 6005-T5ALUMINUM ALLOY. 4. ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED. 5. WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.2-97 GAS METAL ARC WELDING (GMAW) 6. ALL FASTENERS TO BE 18-8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE NOTED. 7, LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 100PSF LIVE LOAD. 8. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVERA 12'x12' AREA, STAIR TREADS SHALL BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 INCH AREA. 9. RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINUMUM HEIGHT UNLESS OTHERWISE SPECIFIED, (34 AND 38 INCHTWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKET RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST FUR SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL.) 10.HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP OF THE RAIL. 11. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 250 LHS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECIDING PARAGRAPH. 12. INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ON AN EQUAL TO 1 SQUARE FOOT, INCLUDING OPENINGS AND SPACE BETWEEN RAILS. 13. GUARDRAIL SYSTEMS SHALL BE DESIGNED SO THAT A 4 (FOUR) INCH SPHERE CANNOT PASS THROUGH ANY OPENING. 14. DECK SURFACE SHALL BE SLIP RESISTANT, EXTRUDED ALUMINUM DECKING WITH A TRIPLE I -BEAM, SELF -MATING DESIGN. 15. ALL SURFACES, MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM SHARP OR JAGGED EDGES, 16.ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OF EXISTING CONDITIONS. (A F— _J SLOPE RAMP SECTION RAMP @ 1:12 (5) (HANDRAIL NOT INSTALLED) PROPRIETARY HINGE EXTRUSION (SAME WIDTH AS RAMP) TOP OF DECK __ _ _-___ _ — _ TOP OF _ - DECK 1/8" V1 1/4" @ EA. LE 1/8" 1/2" _@- RIB RAMP TO LANDINGS CONNECTOR 1/413/4'SELF DRILLING HEX HEAD SCREWS / RAMP TO LANDING CONNECTION SCALE: 3"=1'-0" F8C 6TH EDITION (2017) COMPLIANCE STATEMENT: 1. - 180 NPH (HM,Z) 2. I 3. C 4. 100 PSF 5. HANDRAIL IMPACT: 200 PSF DESIGN CRITERIA COMPLIANCE STATEMENT: FBC 6TH EDITION (2017 FFPC 6TH EDITION (201 ) 2015 EPCOT BUILDING CODE W 16 de '17 SUPP TU ALUMINUM TUBE . 1 15/16"x1 x1/8" 2015 MT ACCESS CODE W Y6 d Y7 SUPP CONSULTING ENGINEER JULIO ORBEGOSO 1/4"0/4" H.H. SELF 202 DORIS OR. DRILLING SCREWS (TVP) LAKELAND, FL 33813 1.-0.. O.C. MIN. -._ ...._...._ ..,..._,._ 1/8' V 1/2" @ EVERY RIB ORAMP TO RAIL CONNECTION SCALE: 1 1/2" = F-0" REVISION DATE: O�RlM-ISM AM �N all, W ci Z II4 CEJ I--1 (4 I� W C)z �i CL DATE: 04-24-2018 DRAWN: R.L.G. JOB#: RT -WS -D wuo aeGoso SHEET NO. �orioa ve = �aTv, n RS -1