city of phoenix, arizona bus shelter general notes...1. international building code - 2012 edition...

$: CITY OF PHOENIX, ARIZONA BUS SHELTER GENERAL NOTES...1. international building code - 2012 edition international building code - 2012 edition 2. aci building code requirements f\൏r$
GENERAL NOTES

CITY OF PHOENIX, ARIZONA

PUBLIC TRANSIT DEPARTMENT

BUS SHELTER

TY LIN INTERNATIONAL

. .

Call at least two full working days

before you begin excavation.

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)

In Maricopa County: (602) 263-1100

Arizona Blue Stake, Inc.

IFB17-005, Bus Stop Enhancements Exhibit A_REVISED A2

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CODE AND STANDARD MANUALS:

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1.INTERNATIONAL BUILDING CODE - 2012 EDITION INTERNATIONAL BUILDING CODE - 2012 EDITION 2.ACI BUILDING CODE REQUIREMENTS FOR ACI BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - ACI 318-11 3.AISC MANUAL OF STEEL CONSTRUCTION - 13TH AISC MANUAL OF STEEL CONSTRUCTION - 13TH EDITION. 4.ASCE STANDARD MINIMUM DESIGN LOADS FOR ASCE STANDARD MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES - SEI/ASCE 7-10. 5.AMERICAN WELDING SOCIETY D1.1 AND D1.3 AMERICAN WELDING SOCIETY D1.1 AND D1.3

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DESIGN LOADS AND CRITERIA:

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VERTICAL A.DEAD LOADS: DESIGN BUILDING ELEMENTS FOR THE ACTUAL DEAD LOADS: DESIGN BUILDING ELEMENTS FOR THE ACTUAL IN-PLACE WEIGHTS OF ALL MATERIAL SHOWN ON THE CONSTRUCTION DOCUMENTS. BUT NOT LESS THAN THE FOLLOWING. B.DESIGN LOADS: DESIGN LOADS: LIVEDEAD DEAD ROOF..................20 PSF10 PSF (NON-REDUCIBLE) 20 PSF10 PSF (NON-REDUCIBLE) 10 PSF (NON-REDUCIBLE) CONCENTRATED...300 LB C.ROOF SNOW LOAD: ROOF SNOW LOAD: GROUND SNOW LOAD Pg = 0 PSF Pg = 0 PSF FLAT ROOF SNOW LOAD Pf = 0 PSF Pf = 0 PSF SNOW IMPORTANCE FACTOR Is = 1.0 Is = 1.0 Is = 1.0 HORIZONTAL A.WIND LOAD: WIND LOAD: OCCUPANCY I I BASIC WIND SPEED 105 MPH 105 MPH WIND EXPOSURE CATEGORYC C B.SEISMIC LOAD: SEISMIC LOAD: ANALYSIS PROCEDURE PER ASCE 7-10 SOIL SITE CLASS: D SPECTRAL RESPONSE ACCELERATIONSs = 0.171 Ss = 0.171 S1 = 0.057 EARTHQUAKE SPECTRAL RESPONSE ACCELERATION PARAMETERSSDs = 0.182SDs = 0.182SD1 = 0.091 SEISMIC IMPORTANCE FACTORIe = 1.0 Ie = 1.0 SEISMIC DESIGN CATEGORYB B

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GENERAL:

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1.STRUCTURE DRAWINGS ARE NOT STAND-ALONE STRUCTURE DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH ELECTRICAL AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO THE SHOP DRAWINGS AND FIELD WORK. 2.CONTRACTOR'S CONSTRUCTION AND/OR ERECTION CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 3.SHOP DRAWINGS SHALL BE FURNISHED AND SHOP DRAWINGS SHALL BE FURNISHED AND REVIEWED BEFORE ANY FABRICATION OR ERECTION IS STARTED. THE CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER FOR REVIEW. POORLY EXECUTED SHOP DRAWING WILL BE REJECTED AND SHALL BE RESUBMITTED. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. 5.NOTCHING OR CUTTING ANY STRUCTURAL MEMBER NOTCHING OR CUTTING ANY STRUCTURAL MEMBER IN FIELD IS PROHIBITED. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE STANDARDS SET FORTH BY OSHA, INCLUDING THE FOLLOWING REQUIREMENTS FROM STANDARDS - 29 CFR, SECTION 1926, SUBPART R: A.ANCHOR RODS (ANCHOR BOLTS) SHALL NOT BE ANCHOR RODS (ANCHOR BOLTS) SHALL NOT BE REPAIRED, REPLACED OR FIELD-MODIFIED WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER OF RECORD. PRIOR TO ERECTION OF COLUMNS, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE ERECTOR IF THERE HAS BEEN ANY REPAIR, REPLACEMENT OR MODIFICATION OF THE ANCHOR RODS (ANCHOR BOLTS). PROVIDE STRUCTURE ENGINEER A COPY OF WRITTEN NOTIFICATION WHEN IT IS PROVIDED TO THE ERECTOR. B.NO MODIFICATION THAT AFFECTS THE STRENGTH NO MODIFICATION THAT AFFECTS THE STRENGTH OF A STEEL POST OR STEEL BEAM SHALL BE MADE WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER OF RECORD.

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1.STRUCTURE DRAWINGS ARE NOT STAND-ALONE STRUCTURE DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH ELECTRICAL AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO THE SHOP DRAWINGS AND FIELD WORK. 2.CONTRACTOR'S CONSTRUCTION AND/OR ERECTION CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. 3.SHOP DRAWINGS SHALL BE FURNISHED AND SHOP DRAWINGS SHALL BE FURNISHED AND REVIEWED BEFORE ANY FABRICATION OR ERECTION IS STARTED. THE CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER FOR REVIEW. POORLY EXECUTED SHOP DRAWING WILL BE REJECTED AND SHALL BE RESUBMITTED. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. 5.NOTCHING OR CUTTING ANY STRUCTURAL MEMBER NOTCHING OR CUTTING ANY STRUCTURAL MEMBER IN FIELD IS PROHIBITED. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE STANDARDS SET FORTH BY OSHA, INCLUDING THE FOLLOWING REQUIREMENTS FROM STANDARDS - 29 CFR, SECTION 1926, SUBPART R: A.ANCHOR RODS (ANCHOR BOLTS) SHALL NOT BE ANCHOR RODS (ANCHOR BOLTS) SHALL NOT BE REPAIRED, REPLACED OR FIELD-MODIFIED WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER OF RECORD. PRIOR TO ERECTION OF COLUMNS, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE ERECTOR IF THERE HAS BEEN ANY REPAIR, REPLACEMENT OR MODIFICATION OF THE ANCHOR RODS (ANCHOR BOLTS). PROVIDE STRUCTURE ENGINEER A COPY OF WRITTEN NOTIFICATION WHEN IT IS PROVIDED TO THE ERECTOR. B.NO MODIFICATION THAT AFFECTS THE STRENGTH NO MODIFICATION THAT AFFECTS THE STRENGTH OF A STEEL POST OR STEEL BEAM SHALL BE MADE WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER OF RECORD.

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DRAWINGS:

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1.DO NOT SCALE DRAWING. DO NOT SCALE DRAWING. 2.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED "TYP." APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 3.DIMENSIONS FOR RADIUS REFER TO OUTSIDE DIMENSIONS FOR RADIUS REFER TO OUTSIDE RADIUS UNLESS NOTED OTHERWISE.

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SHEET INDEX:

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1.GENERAL NOTES .GENERAL NOTES GENERAL NOTES 2. STANDARD SIZE FRAMING AND FOUNDATION PLAN . STANDARD SIZE FRAMING AND FOUNDATION PLAN STANDARD SIZE FRAMING AND FOUNDATION PLAN 3. MID SIZE FRAMING AND FOUNDATION PLAN . MID SIZE FRAMING AND FOUNDATION PLAN MID SIZE FRAMING AND FOUNDATION PLAN 4. DOUBLE BENCH FRAMING AND FOUNDATION PLAN . DOUBLE BENCH FRAMING AND FOUNDATION PLAN DOUBLE BENCH FRAMING AND FOUNDATION PLAN 5. AD FRAMING AND FOUNDATION PLAN . AD FRAMING AND FOUNDATION PLAN AD FRAMING AND FOUNDATION PLAN 6. STANDARD SIZE ELEVATION . STANDARD SIZE ELEVATION STANDARD SIZE ELEVATION 7. MID SIZE ELEVATION . MID SIZE ELEVATION MID SIZE ELEVATION 8. DOUBLE BENCH ELEVATION . DOUBLE BENCH ELEVATION DOUBLE BENCH ELEVATION 9. AD FRAMING ELEVATION AND DETAILS . AD FRAMING ELEVATION AND DETAILS AD FRAMING ELEVATION AND DETAILS 10. DETAILS . DETAILS DETAILS 11. BENCH DETAILS . BENCH DETAILS BENCH DETAILS 12. DOUBLE BENCH DETAILS . DOUBLE BENCH DETAILS DOUBLE BENCH DETAILS 13. ADVERTISING BENCH DETAILS . ADVERTISING BENCH DETAILS ADVERTISING BENCH DETAILS 14. CHAIR AND STANDALONE BENCH DETAILS . CHAIR AND STANDALONE BENCH DETAILS CHAIR AND STANDALONE BENCH DETAILS 15. TRASH RECEPTACLE AND BUS SIGN DETAILS . TRASH RECEPTACLE AND BUS SIGN DETAILS TRASH RECEPTACLE AND BUS SIGN DETAILS 16. ELECTRICAL DETAILS 17. ELECTRICAL SPECIFICATIONS

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1.ALL WELDING SHALL BE DONE IN ACCORDANCE ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST STANDARDS OF THE AWS STRUCTURAL WELDING CODE.

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WELDING

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1.ALL STRUCTURAL STEEL SHALL BE DETAILED AND ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". 2.ALL MISCELLANEOUS STEEL MEMBERS SUCH AS ALL MISCELLANEOUS STEEL MEMBERS SUCH AS ANGLES, FLAT BARS, PLATES, AND CHANNELS SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. 3.ALL STRUCTURAL PIPE SHALL CONFORM TO ASTM ALL STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S GRADE B. FY = 35 KSI. 4.CARBON STEEL ANCHOR BOLTS POST INSTALLED IN CARBON STEEL ANCHOR BOLTS POST INSTALLED IN CONCRETE SHALL BE ASTM F1554 GRADE 36.... ANCHOR BOLT LENGTH SHOWN FOR ATTACHMENT TO CONCRETE ARE REQUIRED EMBEDMENT LENGTHS. THE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS WITH ADDITIONAL BOLT LENGTH TO FACILITATE THE REQUIRED CONNECTION. 5.ANCHOR BOLT FLAT WASHERS SHALL BE PROVIDED ANCHOR BOLT FLAT WASHERS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 14-2 OF AISC 390, AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION. 6.ALL BOLTS SHALL BE IN STANDARD SIZE HOLES ALL BOLTS SHALL BE IN STANDARD SIZE HOLES UNLESS NOTED OTHERWISE. 7.PERFORATED STEEL PLATE SHALL CONFORM TO PERFORATED STEEL PLATE SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.

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STRUCTURAL STEEL

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1.ALL STEEL DECK SHALL BE FABRICATED AND ALL STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH STEEL DECK INSTITUTE SPECIFICATIONS. 2.SEE PLAN FOR STEEL DECK GAGE, FINISH, AND SEE PLAN FOR STEEL DECK GAGE, FINISH, AND CONNECTORS. 3.PROVIDE A MINIMUM OF 1 1/2" BEARING FOR ALL PROVIDE A MINIMUM OF 1 1/2" BEARING FOR ALL STEEL DECK. 4.ALL SPLICES AND LAPS SHALL BE A MINIMUM OF ALL SPLICES AND LAPS SHALL BE A MINIMUM OF 2" AND SHALL BE LOCATED DIRECTLY ABOVE SUPPORTS. 5.ALL DECK FASTENER SIZES AND ATTACHMENT ALL DECK FASTENER SIZES AND ATTACHMENT PATTERNS CALLED OUT ON PLANS. ALL SCREW TIPS EXTENDING THROUGH ROOF DECK PANEL INTO SHELTER SHALL BE GROUND SMOOTH.

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STEEL DECK

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1.ALL POST INSTALLED ANCHORS INTO CONCRETE ALL POST INSTALLED ANCHORS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ EXPANSION ANCHOR OR APPROVED EQUAL. 2.INSTALLATION SHALL BE PER MANUFACTURER'S INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 3.ANCHOR LENGTHS SHOWN FOR ATTACHMENT TO ANCHOR LENGTHS SHOWN FOR ATTACHMENT TO CONCRETE ARE REQUIRED EMBEDMENT LENGTHS. THE CONTRACTOR SHALL PROVIDE ANCHORS WITH ADDITIONAL LENGTH TO FACILITATE THE REQUIRED CONNECTION. 4.SUBMIT ALL PROPOSED ANCHORING SYSTEMS SUBMIT ALL PROPOSED ANCHORING SYSTEMS INCLUDING ICC-ES REPORTS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO INSTALLATION.

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POST INSTALLED ANCHORS

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1.ALL STEEL MEMBERS SHALL RECEIVE AN ALL STEEL MEMBERS SHALL RECEIVE AN INDUSTRIAL BLAST PRIOR TO POWDER COATING. 2.ALL STEEL SURFACES SHALL BE POWDER COATED ALL STEEL SURFACES SHALL BE POWDER COATED WITH A TWO PART POWDER COAT. POWDER COAT USED SHALL BE UV RESISTANT. POWDER COATING SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. 3.POWDER COAT BASE PRIMER SHALL BE IRON POWDER COAT BASE PRIMER SHALL BE IRON PHOSPHATING OR ZINC PHOSPHATING. BASE COAT THICKNESS SHALL BE A MINIMUM OF 2.5mils THICK. 4.POWDER COAT TOP COAT SHALL BE A POLYESTER POWDER COAT TOP COAT SHALL BE A POLYESTER BASED UV-RESISTANT POWDER, APPLIED PER MANUFACTURER'S RECOMMENDATION. 5.CONTRACTOR SHALL SUPPLY A ONE FOOT BY ONE CONTRACTOR SHALL SUPPLY A ONE FOOT BY ONE FOOT SAMPLE TO THE PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO STARTING POWDER COATING. 6.THE BUS SHELTER SHALL BE EITHER TIGER THE BUS SHELTER SHALL BE EITHER TIGER DRYLAC SERIES 38 - GLOSSY GREY CLASSIC 308, BLM CARLSBAD CANYON BROWN, OR APPROVED EQUAL. COLOR PALETTE SHALL BE SUBMITTED TO PROJECT MANAGER PRIOR TO POWDER COATING FOR REVIEW AND APPROVAL OF COLOR OPTIONS. 7.WHERE WELDED MEMBER CONNECTIONS CREATE A WHERE WELDED MEMBER CONNECTIONS CREATE A V GROOVE AND POWDER COATING CANNOT BE APPLIED DUE TO FARADAY EFFECT, PLACE A CONTINUOUS BEAD OF EXTERIOR CLEAR SILICONE IN GROOVE.

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POWDER COATING

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1

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221869.02, NOVEMBER 2016

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REVISION BY CITY OF PHOENIX

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SHEETS

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AS

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BUILT

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SCALE:

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CONSULTING ENGINEER

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PROJ. NO.

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REGION

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F.H.W.A.

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STATE

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ARIZ.

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T.Y.LIN INTERNATIONAL

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engineers planners scientists

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AS BUILT

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"PER CITY OF PHOENIX CITY CODE CHAPTER 2, SECTION 2-28, THESE PLANS ARE FOR OFFICIAL USE ONLY AND MAY NOT BE SHARED WITH OTHERS EXCEPT AS REQUIRED TO FULFILL THE OBLIGATIONS OF THE CONTRACTOR'S CONTRACT WITH THE CITY OF PHOENIX."

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UTILITIES WITHIN THE PROJECT LIMITS.

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VERIFYING ELEVATIONS FOR ALL UNDERGROUND

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CONTRACTOR IS RESPONSIBLE FOR LOCATING AND

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KUHLMAN

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ADDENDUM NO. 2 REVISION

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BUS SHELTER


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Dial 8-1-1 or 1-800-STAKE-IT (782-5348)



STANDARD SIZE FRAMING

AND FOUNDATION PLAN


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FOUNDATION PLAN

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B

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C1

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CONCRETE SLAB

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TYPE A CURB

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FRAMING PLAN

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TYP.

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TYP.

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A2

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TYP.

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ROOF EDGE (TYP.)

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1.TYPE 1 BASE PLATE SEE SHEET 10 DETAIL A1 FOR BASE PLATE DETAILS TYPE 1 BASE PLATE SEE SHEET 10 DETAIL A1 FOR BASE PLATE DETAILS 10 DETAIL A1 FOR BASE PLATE DETAILS DETAIL A1 FOR BASE PLATE DETAILS 2.TYPE 2 BASE PLATE SEE SHEET 10 DETAIL A2 FOR BASE PLATE DETAILS TYPE 2 BASE PLATE SEE SHEET 10 DETAIL A2 FOR BASE PLATE DETAILS 10 DETAIL A2 FOR BASE PLATE DETAILS DETAIL A2 FOR BASE PLATE DETAILS 3.CONCRETE FOUNDATION BY OTHERS. CONCRETE FOUNDATION BY OTHERS. 4.FLOLINE 900 CURVED PAINTED METAL DECK OR APPROVED EQUAL W/ FLOLINE 900 CURVED PAINTED METAL DECK OR APPROVED EQUAL W/ NESTABLE SIDE LAPS. ATTACH DECK SUPPORTS PERPENDICULAR TO RIBS W/ (4) SCREWS PER 36" WIDE SHEET AND TO SUPPORTS PARALLEL TO RIBS W/ #10 TEK SCREWS AT 24" O.C. ATTACH SIDE LAPS W/ #10 TEK SCREWS AT 24" O.C. 5.SOLAR PANEL. REFER TO SHEET 10, DETAILS D1, D2, AND D3 FOR TYPICAL SOLAR PANEL. REFER TO SHEET 10, DETAILS D1, D2, AND D3 FOR TYPICAL 10, DETAILS D1, D2, AND D3 FOR TYPICAL , DETAILS D1, D2, AND D3 FOR TYPICAL PLANS AND CONNECTIONS FOR EACH SOLAR PANEL. MULTIPLE SOLAR PANELS MAY BE REQUIRED. REFER TO ELECTRICAL PLANS FOR NUMBER OF PANELS REQUIRED AT EACH SHELTER. NOTE PLAN VIEW ONLY SHOWS ONE PANEL FOR CLARITY. CONTRACTOR SHALL ACCOUNT FOR ALL SOLAR PANEL FRAMING REQUIRED FOR MULTIPLE PANELS.

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KEYED NOTES

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221869.02, SEPTEMBER 2016

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V2

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V1

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TYP.

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TYP.

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ROOF EDGE (TYP.)

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H4(TYP.)

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B3

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9

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5

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221869.02, SEPTEMBER 2016

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NO.

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DESCRIPTION

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REV BY

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SHEETS

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AS

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CONSULTING ENGINEER

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PROJ. NO.

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DR:

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F.H.W.A.

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DES:

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SEE MEMBER SCHEDULE ON SHEET 9 FOR MEMBER SIZE. 9 FOR MEMBER SIZE. FOR MEMBER SIZE.

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KEYED NOTES:

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1.TYPE 1 BASE PLATE SEE SHEET 10 FOR BASE PLATE DETAILS TYPE 1 BASE PLATE SEE SHEET 10 FOR BASE PLATE DETAILS 10 FOR BASE PLATE DETAILS FOR BASE PLATE DETAILS 2.TYPE 2 BASE PLATE SEE SHEET 10 FOR BASE PLATE DETAILS TYPE 2 BASE PLATE SEE SHEET 10 FOR BASE PLATE DETAILS 10 FOR BASE PLATE DETAILS FOR BASE PLATE DETAILS 3.CONCRETE FOUNDATION BY OTHERS. CONCRETE FOUNDATION BY OTHERS. 4.FLOLINE 900 CURVED PAINTED METAL DECK OR APPROVED FLOLINE 900 CURVED PAINTED METAL DECK OR APPROVED EQUAL W/ NESTABLE SIDE LAPS. ATTACH DECK SUPPORTS PERPENDICULAR TO RIBS W/ (4) SCREWS PER 36" WIDE SHEET AND TO SUPPORTS PARALLEL TO RIBS W/ #10 TEK SCREWS AT 24" O.C. ATTACH SIDE LAPS W/ #10 TEK SCREWS AT 24" O.C. 5.SOLAR PANEL. REFER TO SHEET 10, DETAILS D1, D2, AND D3 SOLAR PANEL. REFER TO SHEET 10, DETAILS D1, D2, AND D3 10, DETAILS D1, D2, AND D3 , DETAILS D1, D2, AND D3 FOR TYPICAL PLANS AND CONNECTIONS FOR EACH SOLAR PANEL. MULTIPLE SOLAR PANELS MAY BE REQUIRED. REFER TO ELECTRICAL PLANS FOR NUMBER OF PANELS REQUIRED AT EACH SHELTER. NOTE PLAN VIEW ONLY SHOWS ONE PANEL FOR CLARITY. CONTRACTOR SHALL ACCOUNT FOR ALL SOLAR PANEL FRAMING REQUIRED FOR MULTIPLE PANELS.

STANDARD SIZE ELEVATION



BUS SHELTER


. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)




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(TYP.)

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ELEVATION - LEFT SIDE

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STANDING SEAM METAL ROOF DECK

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TYPE A CURB

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C1

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H2

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V1

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SEE NOTE 2

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H3

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H4

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H2 @ BACK

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H5

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C2

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H2 @ FRONT

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H1

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INTEGRAL BENCH SEE SHEET 11 FOR 11 FOR FOR DETAILS

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PERFORATED PANEL SEE NOTE 1. (TYP.)

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AutoCAD SHX Text

TYPICAL ELEVATION - FRONT VIEW

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H3

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H4

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H5

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C1

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H1

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H1

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V1

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C1

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H2 @ BACK

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H2 @ FRONT

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H5

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H1

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H4

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H3

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C2

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C2

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C2

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(TYP.)

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A4

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10

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A1

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A2

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A3

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BUS

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INTEGRAL BENCH. SEE SHEET 11 FOR DETAILS11 FOR DETAILS FOR DETAILS

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H6

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H6

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H6

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H6

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H1

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A3

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(TYP.)

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SEE NOTE 4

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1. " THICK STEEL PERFORATED PANEL. " 18" THICK STEEL PERFORATED PANEL. " 38" MIN. HOLES W/50% OPEN AREA.ATTACH WITH #10 SCREWS AT 12" O.C. SEE DETAIL B5 ON SHEET 10. 10. . 2.BUS SIGN AND ATTACHMENT. SEE DETAILS BUS SIGN AND ATTACHMENT. SEE DETAILS C1 AND C2 ON SHEET 15. 15. . 3.CONCRETE FOUNDATION BY OTHERS. CONCRETE FOUNDATION BY OTHERS. 4.SOLAR PANEL. SEE DETAILS D1, D2, AND SOLAR PANEL. SEE DETAILS D1, D2, AND D3 ON SHEET 10 AND ELECTRICAL.10 AND ELECTRICAL. AND ELECTRICAL.

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NOTES:

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6

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221869.02, SEPTEMBER 2016

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NO.

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DESCRIPTION

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REV BY

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CKD BY

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DATE

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NO.

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DESCRIPTION

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REV BY

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DR:

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CK:

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SHEET

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NO:

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TOTAL

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AS

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SCALE:

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EW

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9/12

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9/12

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9/12

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17

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NO.

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DESCRIPTION

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DATE

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NO.

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CK:

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TOTAL

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DATE:

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CONSULTING ENGINEER

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PROJ. NO.

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DR:

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REGION

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F.H.W.A.

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DES:

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STATE

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ARIZ.

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AO

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MEMBER SCHEDULE

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I.D.

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SIZE

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V1

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STD. 2½" PIPE

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H1

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STD. 2½" PIPE

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H2

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STD. 2½" PIPE

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H3

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STD. 1½" PIPE

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H4

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STD. 1½" PIPE

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H5

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STD. 2½" PIPE

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H6

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FLAT BAR ½" X 2"

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C1

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STD. 2½" PIPE

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C2

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STD. 2½" PIPE

MID SIZE ELEVATION



BUS SHELTER


. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)




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TYPE A CURB

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C1

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H2 @ BACK

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V1

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H2 @ BACK

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H3

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C2

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H2 @ FRONT

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H3

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C1

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H1

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H2

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V2

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C1

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H2 @ FRONT

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H3

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H1

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H1

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INTEGRAL BENCH. SEE SHEET 11 11 FOR DETAILS

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H2

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H4

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H4

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H4

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H4

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3

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SEE NOTE 4

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NOTES:

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7

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221869.02, SEPTEMBER 2016

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NO.

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. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)




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BUS SHELTER


. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)



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ELEVATION & DETAILS


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14" THICKNESS PL

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DETAILS



BUS SHELTER


. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)




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TYPICAL POST TO 1 " PIPE CONNECTION12" PIPE CONNECTION

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NOTE: ATTACHMENT FRAMING FOR ONE SOLAR ATTACHMENT FRAMING FOR ONE SOLAR PANEL SHOWN. IF ADDITIONAL PANELS REQUIRED, EXTEND SUPPORT FRAMING AND REPEAT ON ADJACENT BAY. SEE ELECTRICAL PLANS FOR NUMBER OF PANELS REQUIRED.

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BENCH DETAILS



BUS SHELTER


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CONNECTION TO FRAMING @ MIDSPAN

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MEMBER CONNECTION DETAIL

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1. " THICK STEEL PERFORATED PANEL. " 18" THICK STEEL PERFORATED PANEL. " 38" MIN. HOLES W/50% OPEN AREA.ATTACH WITH #10 SCREWS AT 12" O.C. SEE DETAIL B5 ON SHEET 10. 10. . 2. " CARBON STEEL POST INSTALLED HILTI 12" CARBON STEEL POST INSTALLED HILTIKWIK BOLT TZ ANCHOR WITH MIN. 2" EMBEDMENT LENGTH, OR APPROVED EQUAL. 3.ALL SCREWS ARE #10 (304) STAINLESS ALL SCREWS ARE #10 (304) STAINLESS STEEL TAMPER RESISTANT SCREW WITH BUTTON HEAD TYPE AND PLAIN FINISH OR EQUIVALENT APPROVED. 4.ALL BOLTS SHALL BE LOCK TIGHT BOLTS ALL BOLTS SHALL BE LOCK TIGHT BOLTS W/ A NUT, WASHER, AND LOCK WASHER.

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DOUBLE BENCH

DETAILS



BUS SHELTER


. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)




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(TYP.)

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PERFORATED PANEL

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PERFORATED PANEL

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ARM REST DETAIL CONNECTION TO SHELTER

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1. " THICK STEEL PERFORATED PANEL. " 18" THICK STEEL PERFORATED PANEL. " 38" MIN. HOLES W/50% OPEN AREA.ATTACH WITH #10 SCREWS AT 12" O.C. SEE DETAIL B5 ON SHEET 10. 10. . 2. " CARBON STEEL POST INSTALLED HILTI 12" CARBON STEEL POST INSTALLED HILTIKWIK BOLT TZ ANCHOR WITH MIN. 2" EMBEDMENT LENGTH, OR APPROVED EQUAL. 3.ALL SCREWS ARE #10 (304) STAINLESS ALL SCREWS ARE #10 (304) STAINLESS STEEL TAMPER RESISTANT SCREW WITH BUTTON HEAD TYPE AND PLAIN FINISH OR EQUIVALENT APPROVED. 4.ALL BOLTS SHALL BE LOCK TIGHT BOLTS ALL BOLTS SHALL BE LOCK TIGHT BOLTS W/ A NUT, WASHER, AND LOCK WASHER.

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ADVERTISING BENCH

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12" CARBON STEEL POST INSTALLED CARBON STEEL POST INSTALLEDHILTI KWIK BOLT TZ ANCHOR WITH MIN. 2" EMBEDMENT LENGTH, OR APPROVED EQUAL. (TYP.)

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AD FRAMING. SEE DETAILS B3.

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18"X2 "X7'-2" TOP PL12"X7'-2" TOP PL TOP PL

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14"X3 "X7'-1 " BOT. PL34"X7'-1 " BOT. PL12" BOT. PL

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18" METAL METAL SHEET FRAMING

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SEE DETAIL A2 FOR CONNECTION

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#10 TAMPER PROOF SCREW (TYP.)SECURITY NOT SHOWN FOR CLARITY.

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#10 TAMPERPROOF SCREW

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TAPPED AND DRILLED FOR SECURITY BOLTS

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SECURITY BOLT. CLIP, AND SCREW NOT SHOWN FOR CLARITY.

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14" BENT PL

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316"

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12" ANCHORBOLT W/ 4" MIN. EMBEDMENT

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14" BOTTOM PL

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18" METAL SHEET METAL SHEET FRAMING

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BUS SHELTER


. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)



CHAIR DETAILS


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12" BENT PLATE SEE DETAIL A1

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12" BENT PL SEE DETAIL A1

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BENT PL SEE DETAIL A1

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1. " THICK PERFORATED PANEL. " MIN. 18" THICK PERFORATED PANEL. " MIN. 38" MIN. HOLES W/50% OPEN AREA.2.ALL THE SCREWS ARE #10 STAINLESS ALL THE SCREWS ARE #10 STAINLESS STEEL TAMPER RESISTANT SCREW WITH BUTTON HEAD TYPE AND PLAIN FINISH OR EQUIVALENT APPROVED. 3. " CARBON STEEL POST INSTALLED 12" CARBON STEEL POST INSTALLEDHILTI KWIK BOLT TZ ANCHOR WITH MIN. 2" EMBEDMENT LENGTH, OR APPROVED EQUAL.

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BUS SIGN DETAILS



BUS SHELTER


. .



Dial 8-1-1 or 1-800-STAKE-IT (782-5348)




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TRASH RECEPTACLE ELEVATION

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LID - TOP VIEW

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LID - ELEVATION

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BASE SYSTEM SEE BASE CONNECTION DETAIL A4

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316" LID

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U SHAPE 1" PIPE

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1" PIPE (TYP.)

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12" STD. PIPE

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PERFORATED PANEL

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PLAN VIEW OF TRASH BASE

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PERFORATED PANEL

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U-SHAPED 1" PIPE.

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1" PIPE(TYP.)

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12" SCH20 PIPE

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VOLUME = 40 GALLONS

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316

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TYP.

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1'-10 "14"

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1'-10 "14"

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316" PERFORATED PERFORATED PANEL

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316" LID SEE DETAIL A1

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HINGE. SEE DETAIL A3

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HINGE SEE DETAIL A3

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316

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HINGE

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CROSS SECTION

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HINGE DETAIL

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12" STD. PIPE

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14" BASE PLATE

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CONCRETE SLAB BY OTHERS

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1-3

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(4) 1" DRAIN HOLES EQ.SPA. AROUND PIPE BASE

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12" PIPE

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14" BASE PLATE

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BASE CONNECTION

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BUS

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(4) " BOLTS38" BOLTS

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BUS SIGN LETTERS SHALL BE 6" MIN. & WATER JET CUT.

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14" X 2" BAR

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A2

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THICKNESS = "18"

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221869.02, SEPTEMBER 2016

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BUS SIGN ATTACHMENT

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BUS SIGN ATTACHMENT




. .

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)


Wright Project #

165 EAST CHILTON DRIVECHANDLER, ARIZONA 85225PHONE: 480.497.5829FAX: 480.497.5807www.wrightengineering.us

16217

BUS SHELTER

ELECTRICAL DETAILS





. .

Dial 8-1-1 or 1-800-STAKE-IT (782-5348)


Wright Project #

165 EAST CHILTON DRIVECHANDLER, ARIZONA 85225PHONE: 480.497.5829FAX: 480.497.5807www.wrightengineering.us

16217

BUS SHELTER

ELECTRICAL SPECIFICATIONS

“ ”


city of phoenix, arizona bus shelter general notes...1. international building code - 2012 edition...

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