WELDED ALUMINUM PICKET RAILING FL - … · typical picketypical pipii scale: ne: nn.t ore drilled,...
3
COPYRIGHT ENGINEERING EXPRESS ® V:\Projects\17-5526 Welded Aluminum Picket Railing\WP\17-5526b Aluminum picket railing.dwg 01/19/2018 - 3:49pm luiso FL WELDED ALUMINUM PICKET RAILING 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. THIS RAILING IS DESIGNED TO MEET SECTIONS OF THE CODE GOVERNING ELEVATED BALCONIES AND STRUCTURAL RAILINGS (200LB POINT LOAD, 50PLF TOPCAP LOAD, 50LB POINT LOAD UPON 1SF OF INFILL). RAILING DESIGNED FOR WIND LOADING PER CHAP 16 HVHZ, NON-HVHZ & THE PROVISIONS OF ASCE 7-10, Vult = 175 MPH, Vasd = 135.5 MPH, EXPOSURE 'D', AS AN 80% OPEN SIGN USING "ASD" METHODOLOGY. 3. INSTALLATION HEIGHT <= 60 FEET GROUND TO TOP OF RAIL. 4. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY (UNLESS OTHERWISE NOTED) THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THE DRAWING. 5. ALL FLOOR FINISHES SHALL BE BY OTHERS AND SHALL NOT EXCEED 1- 1 2 " MAXIMUM, OTHERWISE THEY SHALL BE SEPARATELY CERTIFIED TO TRANSFER ALL LOADING TO THE PROJECT SUPERSTRUCTURE. DIMENSIONS ARE POST-FLOOR FINISHES. 6. ALL SCREWS TO BE ANSI 300 SERIES STAINLESS STEEL WITH 50 ksi MINIMUM YIELD AND 90 ksi TENSILE STRENGTH. 5. POST EMBEDMENT INTO EXISTING CONCRETE SLAB SHALL BE PERFORMED WITH HOLE SIZE AS SHOWN ON THIS DRAWING. INSTALLATION INTO EXISTING REINFORCED CONCRETE, PRESTRESSED OR POST TENSIONED SLABS SHALL BE CAREFULLY PERFORMED SO THAT THE EXISTING REBARS OR CABLES ARE NOT DAMAGED. PRESET HOLES ON CONCRETE ARE ALSO ALLOWED AS LONG AS ARE PERFORMED WITH SIZES AS REQUIRED ON THIS DRAWING. 6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI-RESISTANT COATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. 7. CONTRACTOR IS RESPONSIBLE FOR MEETING OR EXCEEDING ALL APPLICABLE RAILING REQUIREMENTS AS PER F.B.C., N.F.P.A. AND ADA MANUALS IN APPLYING THESE GENERIC DRAWINGS TO ACTUAL CONDITIONS PARTICULAR TO A PROJECT. 8. IT SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THAT THE EXISTING SLAB CAN SUSTAIN THE SUPERIMPOSED LOADS. 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2017 FBC SECTION 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL TABLE A.3.6. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2. MINIMUM WELD IS 1 8 " THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 10. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED BY OTHERS. 11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS 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. 11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ℄ ℄ 48.00" MAX POST SPACING A B F SPACED TO RESIST 4" SPHERE, TYP. E G C F TYPICAL PICKET RAILING SCALE: N.T.S ELEVATION VIEW EDGE OF CONCRETE (IF APPLICABLE) CORE DRILLED, TYP. SEE DETAIL 1/2 EXISTING CONCRETE 3,000 PSI MIN. ℄ 1-7/8" MAX. FINISHED FLOOR 43.5" MAX HEIGHT 42.0" MAX, A.F.F. 4" MIN, TYP. CONTINUOUS FRONT & BACK, TYP. OR PLE L L L L L L L L L L L L L L L L L L L L LE LE L LE L LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE L L L L L L L L L L LE L LE L L L LE L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L LE LE LE LE L L L LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE LE L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L LE LE L L L L L L L L L L L LE LE L L L L LE LE E E PLE L L L L L L L L L L L L L MPL L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L AMPL M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M SAMPL A A A A SA SA SA SA SA S S S S S SA A S SA SA AM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M AM M M M M M M M M M M M AM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M AM M M AM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M AM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M AM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M AM M M M M M M M M M M M M M M M M M M M M M SAM E E NERAL NOTES NERAL E : 1. THIS SYSTEM HAS BEEN DESIGNED A S SYSTEM HAS BEEN ACCORDANCE WITH THE REQUIREMENTS OF THE CE WITH THE REQUIREMENTS OF THE EDITION (2017). 7). 2. THIS RAILING IS DESIGNED TO MEET SECTION ING IS DESIGNED TO MEET SECTIO ELEVATED BALCONIES AND STRUCTURAL RAILING NIES AND STRUCTURAL RAILIN TOPCAP LOAD, 50LB POINT LOAD UPON 1SF OF B POINT LOAD UPON 1SF O WIND LOADING PER CHAP 16 HVHZ, NON-HV CHAP 16 HVHZ, NON-HV Vult = 175 MPH, Vasd = 135.5 MPH, EXPO = 135.5 MPH, EXPO "ASD" METHODOLOGY. 3. INSTALLATION HEIGHT <= 60 F T <= 60 4. ALL ALUMINUM EXTRUSION SION NOTED) THE THICKNESS OF NOTED) THE THICKNESS DRAWING. DRA 5. ALL FLOOR FINISH 5. ALL FLOOR FINISH MAXIMUM, OTHERWIS MAXIMUM, OTHERWIS LOADING TO THE OADING TO THE FINISHES. ISHES. 6. ALL SCR ALL SC YIELD AND AND 5. PO WITH RE PL E PL E AM A A SA A M M M M ℄ ℄ A A A A AM AM AM A AM AM AM A A A A A A A A A AM AM AM A A AM M A A AM M M M M A A A A A AM AM M M M M AM AM A A A A A A AM AM M M A A A A A A A A A A AM AM AM AM AM AM AM AM AM AM M M M M A A A A AM AM AM M A A A A A A A A A A AM A AM AM AM AM AM AM M AM AM M M A A A A A A AM AM AM M AM AM M M M M AM AM AM AM AM AM AM AM A A AM AM M M M M M M M M M M M M M M A A A A A A A A A A A A A A A A A A A A A A A A A A M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M SAM AM AM P B B A A A A A A AM AM AM AM AM AM AM M M M M M M PL PL AM AM M M MP MP MP MP A A AM AM AM M M M P E MP MP MP G M MP MP F M MP M M M M M M M M M M M M M M M M M M M M M M M M PL MP MP SA SA TYPICAL PICKE TYPICAL PI I PI SA SA SCALE: N E: N .T N A A SA CORE DRILLED, TYP. ORE DRILLED, TYP. SEE DETAIL 1/2 E DETAIL 1/2 ONCRETE I MIN. MIN. P P P P M M M M M M M M 4" MIN, PL TYP. P CONT MP FRONT PL CONTINUOUS R A A A A A AM AM AM AM AM AM AM AM AM AM AM AM AM M M M M M M M M M M M M AM AM M M A A A A
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Transcript of WELDED ALUMINUM PICKET RAILING FL - … · typical picketypical pipii scale: ne: nn.t ore drilled,...
COPYRIGHT ENGINEERING EXPRESS ®
V:\P
roje
cts\
17-5
526
Wel
ded
Alu
min
um P
icke
t Rai
ling\
WP
\17-
5526
b A
lum
inum
pic
ket r
ailin
g.dw
g01
/19/
2018
- 3:
49pm
luis
o
FLWELDED ALUMINUM PICKET RAILING
GENERAL NOTES:1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED INACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTHEDITION (2017).2. THIS RAILING IS DESIGNED TO MEET SECTIONS OF THE CODE GOVERNINGELEVATED BALCONIES AND STRUCTURAL RAILINGS (200LB POINT LOAD, 50PLFTOPCAP LOAD, 50LB POINT LOAD UPON 1SF OF INFILL). RAILING DESIGNED FORWIND LOADING PER CHAP 16 HVHZ, NON-HVHZ & THE PROVISIONS OF ASCE 7-10,Vult = 175 MPH, Vasd = 135.5 MPH, EXPOSURE 'D', AS AN 80% OPEN SIGN USING"ASD" METHODOLOGY.3. INSTALLATION HEIGHT <= 60 FEET GROUND TO TOP OF RAIL.4. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY (UNLESS OTHERWISENOTED) THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THEDRAWING.5. ALL FLOOR FINISHES SHALL BE BY OTHERS AND SHALL NOT EXCEED 1-1
2"MAXIMUM, OTHERWISE THEY SHALL BE SEPARATELY CERTIFIED TO TRANSFER ALLLOADING TO THE PROJECT SUPERSTRUCTURE. DIMENSIONS ARE POST-FLOORFINISHES.6. ALL SCREWS TO BE ANSI 300 SERIES STAINLESS STEEL WITH 50 ksi MINIMUMYIELD AND 90 ksi TENSILE STRENGTH.5. POST EMBEDMENT INTO EXISTING CONCRETE SLAB SHALL BE PERFORMEDWITH HOLE SIZE AS SHOWN ON THIS DRAWING. INSTALLATION INTO EXISTINGREINFORCED CONCRETE, PRESTRESSED OR POST TENSIONED SLABS SHALL BECAREFULLY PERFORMED SO THAT THE EXISTING REBARS OR CABLES ARE NOTDAMAGED. PRESET HOLES ON CONCRETE ARE ALSO ALLOWED AS LONG AS AREPERFORMED WITH SIZES AS REQUIRED ON THIS DRAWING.6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. ALUMINUM MEMBERS INCONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI-RESISTANTCOATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER-WHITEMETHACRYLATE LACQUER.7. CONTRACTOR IS RESPONSIBLE FOR MEETING OR EXCEEDING ALL APPLICABLERAILING REQUIREMENTS AS PER F.B.C., N.F.P.A. AND ADA MANUALS IN APPLYINGTHESE GENERIC DRAWINGS TO ACTUAL CONDITIONS PARTICULAR TO A PROJECT.8. IT SHALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THATTHE EXISTING SLAB CAN SUSTAIN THE SUPERIMPOSED LOADS.9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2017 FBCSECTION 2003.8.1.4 WITH WELD FILLER ALLOYS MEETING ANSI/AWS A5.10STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THEALUMINUM DESIGN MANUAL TABLE A.3.6. ALL ALUMINUM CONSTRUCTION SHALL BEIN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OFCONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2. MINIMUM WELD IS 1
8"THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED.10. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED BY OTHERS.11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN ASSHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGALFEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEMERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BYLOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.11. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFICPROJECT SITE. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE ORLIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGNCRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONSSPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TOCONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN ANOPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATEINFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS ANDFABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS TOTHIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONSOR AFFIRMATIONS ARE INTENDED.
℄℄
48.00" MAXPOST SPACING
A B
F
SPACED TO RESIST4" SPHERE, TYP.
E
G
C
F
TYPICAL PICKET RAILING SCALE: N.T.S ELEVATION VIEW
EDGE OFCONCRETE(IF APPLICABLE)
CORE DRILLED, TYP.SEE DETAIL 1/2
EXISTING CONCRETE3,000 PSI MIN.℄
1-7/8"MAX.
FINISHED FLOOR
43.5
" M
AX H
EIG
HT
42.0
" M
AX,
A.F
.F.
4" MIN, TYP.
TYP.
CONTINUOUS
FRONT & BACK, TYP.
CONTINUOUSOR
PLELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELELLLELELLLELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLELELLLELELLLLLLLLELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELELLLLELELELELELELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELLLLLLLLLLLLLLELELELELLLLLLLLLELEEEEPLELLLLLLLLLLLLLLLLLLLLL
MPLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
AMPLMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM
SAMPL
AAAAASASASASASASASASASASASSSSSSSSSSSAASSASAAMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMAMMMMMMMMMMMMMMMMMMAMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMAMMMMAMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMAMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMAMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMAMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMSAM
EENERAL NOTESNERAL E:1. THIS SYSTEM HAS BEEN DESIGNED AS SYSTEM HAS BEEN ACCORDANCE WITH THE REQUIREMENTS OF THE CE WITH THE REQUIREMENTS OF THE EDITION (2017).7).2. THIS RAILING IS DESIGNED TO MEET SECTIONING IS DESIGNED TO MEET SECTIOELEVATED BALCONIES AND STRUCTURAL RAILINGNIES AND STRUCTURAL RAILINTOPCAP LOAD, 50LB POINT LOAD UPON 1SF OFB POINT LOAD UPON 1SF OWIND LOADING PER CHAP 16 HVHZ, NON-HVCHAP 16 HVHZ, NON-HVVult = 175 MPH, Vasd = 135.5 MPH, EXPO= 135.5 MPH, EXPO"ASD" METHODOLOGY.3. INSTALLATION HEIGHT <= 60 FT <= 60 4. ALL ALUMINUM EXTRUSIONSIONNOTED) THE THICKNESS OF NOTED) THE THICKNESSDRAWING.DRA5. ALL FLOOR FINISH5. ALL FLOOR FINISHMAXIMUM, OTHERWISMAXIMUM, OTHERWISLOADING TO THE OADING TO THEFINISHES.ISHES.6. ALL SCRALL SCYIELD AND AND5. POWITHREPLE
PLE
AMAASAAMMMM℄℄ AAAAAMAMAMAAMAMAMAAAAAAAAAAMAMAMAAAMMAAAMMMMMAAAAAAMAMMMMMAMAMAAAAAAAMAMMMAAAAAAAAAAAMAMAMAMAMAMAMAMAMAMMMMMAAAAAMAMAMMAAAAAAAAAAAMAAMAMAMAMAMAMMAMAMMMAAAAAAAMAMAMMAMAMMMMMAMAMAMAMAMAMAMAMAAAMAMMMMMMMMMMMMMMMAAAAAAAAAAAAAAAAAAAAAAAAAAMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMSAMAMAMP
BB
AAAAAAAMAMAMAMAMAMAMMMMMMMPLPL
AMAMMMMPMPMPMPAAAMAMAMAMMMPEMPMPMPMP
G
MMMPMPFMMMPMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMPL
MPMPSASASATYPICAL PICKETYPICAL PIIPISASASCALE: NE: N.TN AASA
CORE DRILLED, TYP.ORE DRILLED, TYP.SEE DETAIL 1/2E DETAIL 1/2
ONCRETEI MIN.MIN.
PPPPMMMMMMMMMMMM4" MIN,
PLPLTYP.TYP.PPCONTMPMPFRONT PLPL
CONTINUOUSR
AAAAAAMAMAMAMAMAMAMAMAMAMAMAMAMMMMMMMMMMMMMAMAMMMAAAA
COPYRIGHT ENGINEERING EXPRESS ®
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FL
SECTION A-A
A
C
F.F.
E
EXTERIORFG
C
B
1/8
C
F.F.
E
EXTERIORFG
C
@ 48"O.C. MAX.
1/8
43.5
" M
AX
1.5"
MAX.
42.0
" A.F
.F.
MAX
1-7/
8" M
AX
EDGE OFCONCRETE(IF APPLICABLE)
CONTINUOUSCONTINUOUS
3" MINTYP.
3" MINTYP.
ALTERNATESECTION A-A
EDGE OF CONCRETE(IF APPLICABLE)
EXISTING CONCRETE3,000 PSI MIN.
EXISTINGCONCRETE3,000 PSI MIN.CORE DRILL HOLE:
HARD-ROKTM OR EQUIVALENT, HIGHSTRENGTH EXTERIOR/INTERIORANCHORING CEMENT, NON-SHRINKQUICK CURE CEMENTITIOUS PRODUCT.MANUFACTURED BY ADHESIVESTECHNOLOGY CORP. POMPANO BEACH,FLORIDA 33064. F'c=9 KSI @ 7 DAYS ANDF'c=11.25 KSI @ 28 DAYS, FILL ENTIREHOLE OR PRE-SET HOLE.SHALL BE INSTALLED STRICTLYFOLLOWING ALL OF THEMANUFACTURER'S SPECIFICATIONS.
TYPICAL PICKET RAILINGSCALE: N.T.S SECTION VIEW
4" D
EPTH
3.5"DIAMETER
TYP.
EQ.
EQ.
EQ.
EQ.
43.5
" M
AX
1.5"
MAX.
42.0
" A.F
.F.
MAX
1-7/
8" M
AX
4" D
EPTH
3.5"DIAMETER
TYP.
**
* DO NOTWELD
AMPLE
MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELELELELELELELELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELELLLELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLLLLLLELELELLLLELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELELLLLLLLLLLLELLELELELELELELELELELELELELLLLLLLLLLLELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLLLLLLLELLLLLELELELLLLLLLLLELLLLLLLLLLLLLLLLLLLLLELELELELELELELELEPLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLPLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLMPL
MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMSAAAAAAASASASASASASASASASASASSSSSSSSSSSAASSAAASAASAM
SASASASASASECTION A-ASECTION N AN N AAAAAAAAAAAAAASASAAAAAASASASAAAAAASASASAAAASASASAAAAASASASAAAAAASASASAAAAAASASASASASAAAAAASAAAAAASASASAAAAAASASASAAAAASASASAAAAASASAAAAASASAAAAASASAAAAASASAAAAASASAAAASASASAAAAASASASASASAAAAAASASASASASAAAASASASASASAASASASASASASASASASASASASASASASASASASASASAAASASASAAAAASAAAAAAAAAAAAAAAAAAAAAAAAAAAASASASASASASASASASASASASASASASASASASASASASAAAAAAAASASASASASASASASASASAAAAAAAASASASASASASASASASASASASASASASASASASAAAAAAASASASASASASAAAAAAAASASASASASASASASAAAAAAAASASASASASASASAAAAAAASASASASASASAAAAAAAASASASASASASASASAAAAAAAASASASASASASASAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASAAAASASASAAAAAASASASAAAAAASASASAAAAAAASASASAAAAAAASAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASAAAAAAAAASASASASAAAAAAAAAASASASASASAAAAAAASASASASAAAASASASASASASASASASAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAASAAAM
SAAAMAMAAMAMAAMAMAMAAMAMAAAMASSAAASAAAAAAMAMAMAMAMAMSSAAAMASSAAAAMAASSASAAM
SSAAMAMSAAMAMSAAAAAMAMAAMAMAMAAASASSASASSSSASAAAAMAMAMAAMAMSSSSSAASAAAM
SAAAMAMSAAAMAMAMSASAAAMAMAMSAAAAMAMAAAMAMAAAMAAAAAAAMAMAAMAMAMAAAMAMAMSSAAAMAMAMSSAAAMAMAMSSSASSASSSASASAAAAAAAAAAAAMAMAAMAMAMAAMAMSSSASSASASSASASASASASAAAAAAAAAAAMAMAAMAAMAAMAMAMAMAMAMAAAAAAASASAAAASASAAAAAAAMF.F.F.F.
AMAMAMPLLE
PLPLPLPLLLLELELELELLPLPLEBBLELELELLLELELELEELELELELELELELELELELELELELELE1/8LCCLLLLEELELELELELLLELELELELELLLLLLLLLLLLLLLLPPLPLPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPLE
PLGGPPPLLELELELLLELELE
AAAAAASASAASAAAASASASASAM
SASALLLPLPLPLPLPLPP
CONTINUOCONT
AAMAAMAAAAAAAAAAMAMAMAMAMAMAMAMAM3" MINTYP.
AMAMAMEDGE OF CONCRETEEDGE OF CONCRETE(IF APPLICABLE)(IF AAMAMAM
EXISTING CONCRETEEXISTING CONCRETE3,000 PSI MIN.3,000 PSI MIN.
AAACORE DRILL HODRILL HHARD-ROKHARD-ROKTMT
STRENGTSTRENGANCHOANCHQUIUM
LLLLLELLLELELELELELELELELELELELELELELELELLLLLLLLLLELELELELELELELELELELELELELELLELLELLLLL
SASSSSSSSSSSSAASASASASASASASASASASASAAAAAAAAAA3.5"
DIAMETERTYP.T
MPP43
.5"
MAX
4PP42.0" A.F.F
.M
AXPPPPPPPPPPP7/8" MAX/8S
**
* DO NOTDO NOTWELDWELD
MLELELELELELE
COPYRIGHT ENGINEERING EXPRESS ®
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DO NOT WELDBOTTOM RAIL TO POST
C
2.188"
0.500"
0.500"1.000"
0.125"GAP.
G
G
C
FF
F
1.000" 1.000"C
A OR B℄GRIND SMOOTH AFTER
WELDING
F CONT.℄
A OR B
C
TOP RAIL SPLICESCALE: N.T.S DETAIL VIEW BOTTOM RAIL SPLICE
SCALE: N.T.S DETAIL VIEW
BOTTOM RAIL CORNER (PLAN)SCALE: N.T.S DETAIL VIEW
TOP RAIL CORNER (PLAN)SCALE: N.T.S DETAIL VIEW3.000"
3.00
0"
2.000"
1.000"
0.500"
2.18
8"
2.000"
1.000"
1.000"
0.500" 0.500"
0.500"
0.500"
BOTTOM RAIL CORNER (SECTION)SCALE: N.T.S DETAIL VIEW
TYP1/8
GRIND SMOOTH AFTERWELDING
TYP1/8
TYP1/8
TYP1/8
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
OPEN HOLE &COVER WITH
NYLON CAP
1"X1"X2"X1/8"6063-T6 ALUM ANGLE
WITH (2) 1/4" X 34"
ITW BUILDEX TEKSCREWS
0.125"GAP
EQ.
EQ.
C
RAILING EXTRUSIONSSCALE: N.T.S DETAIL VIEW
2.000"
2.00
0"
0.125"
TYPICAL POST6061-T6 ALLOY
C52-61-936*SAPA 27662
0.75
0"
0.750"
PICKET6063-T6 ALLOY
E19-63-105K-FH00488
0.062"
1.00
0"
2.188"
BOTTOM RAIL6063-T6 ALLOY
F
0.062"
1.00
0"
BOTTOM RAIL/POST SCREW1/4"-20 S.S. M.S
G34966G
0.780"
.125"
0.500"
2.55
2"
2.020"
ROUND TOP RAIL6063-T6 ALLOY
B28-63-265SAPA ST-62091
3.000"
2.625"
0.780"2.040"
0.438"
1.50
0"
REGULAR TOP RAIL6063-T6 ALLOY
A28-63-215SHPA ST-61381
0.075"
MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
AAAAAASASASASASASASASASASASSSSSSSSSSSAASSAAASAAPLPLELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELELLLELELLLELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELLLLLLLLLLLELELLLLLLLLLELELLLLLLLLLLLLLLLELELLLLLLLLLLLELELLLLLELELLLLLLLLELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELLLLLLELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLELELELELLLLLLLLLLLLELEEEEPLELLL
SAMP
OST
SSSSSSSSSSSSSSSSSSSSSSSSASS1.000"1.000"SSSSSSSCCSAAAAAMAMAMAAAMAMAMAMAMAMAMAMAAAMMMMMMMSASAAASAAAAAAAAM℄℄
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELELELEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELEEEEEEEEEEEEEEEEEEEELELELELEEELELELELELELELELELELEPLPLELEEEEEEEEEEEEEEEEEEEEEEELLLLLPLLLLLPLLLLLLLLLLLLLLELELELELELELELELELELELELELELLLLPLLLLPLEAEELE
OROREBB
LELELETOP RATOP RLELESCALESCALE
PLLE
PLLE
PLPLPLPLPLPLPLPLPLLELELELELELELELELE3.000"3 EEEEEEEEEEE
AMMAMMAMAMAMAMAMAMAMAMAMMMMMMMMMM2.000"2.00
0.5AAAAAAAAAAAAAAAAAAAAA0.500"0.500"AAAAAAAAAAAAAAAAAAAAAA0.500"0.5
PN)))VIEWIEW
GRIND SMOOTH AFTERGRIND SWELDINGWELDI
ATYP AA1/81/8AASAMAMAML
S MCCMMMMPLPLPLPLPPPLPLLPLPLPLPLPLPLPLPLPL2.625"2.625"PPLPPLPPPPPPPPPPLPLPLPLPLPLPLPLPL1.500"PLPLPLPPPPPPPPA
