13-Contract Documents for Metal Canopies.pdf

PDF 3 MB Posted Feb 25, 2026

Attached to: RFCSP 2026-001 Metal Canopies at Katherine F. Tarver Elementary School
Solicitation number: RFSCP #2026-001
Issued by: Upton County, Texas

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Written by GovTribe AI · Feb 26, 2026

This document contains structural contract documents and engineering drawings for metal canopies at Katherine F. Tarver Elementary School (3200 Tilden Ave., Laredo, TX 78040) prepared for the Laredo Independent School District. The project involves the construction of new metal canopies with a total canopy area of 441 square feet. The structural design includes reinforced concrete drilled piers, structural steel columns and beams (HSS sections ranging from HSS 12x4x3/16 to HSS 12x6x3/16), and metal roof decking (Vulcraft 3N 20 GA. G90 galvanized). The drawings index includes a cover sheet (S000), general notes and typical foundation details (S101), canopy foundation plan and details (S201), and canopy roof framing plan and details (S301). The project is designed in accordance with the International Building Code (IBC) 2021, with wind design specifications (115 MPH ultimate wind speed, Wind Exposure Category B), seismic design category A, and an allowable soil bearing capacity of 3,000 PSF. The design documents were dated February 20, 2026, and prepared by Synergy Structural Engineering, Inc.

The structural specifications require all welding to be performed by AWS-qualified operators in accordance with AWS D1.1 and D1.3 standards, with full penetration and partial penetration field welds subject to non-destructive testing. All deformed reinforcing bars must conform to ASTM A615 with a yield strength of 60,000 PSI, and concrete must meet ASTM C150 Type I/II specifications with a minimum strength of 3,000 PSI and a minimum of 5 sacks of cement per cubic yard. The contractor is solely responsible for determining erection procedures, safety during construction, and compliance with all applicable safety codes and regulations. Special inspections are required for soil verification, concrete placement, reinforcement installation, and structural steel fabrication in accordance with IBC Chapter 17. Shop drawings for reinforcing steel and concrete mix designs must be submitted for engineer review and approval prior to construction. The contractor must coordinate with special inspectors hired by the owner and provide all necessary compaction and inspection reports from an approved testing laboratory before concrete pours.

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CONTRACT DOCUMENTS FOR METAL CANOPIES

FEBRUARY 20, 2026.

BOARD OF TRUSTEES

MR. GOYO M. LOPEZ., PRESIDENT

MS. VERONICA V. ORDUNO, VICE PRESIDENT

MR. RODOLFO "RUDY" MORALES III, SECRETARY

MR. ALFREDO G. PEREZ, TRUSTEE

MR. JUAN RAMIREZ JR., TRUSTEE

DR. GILBERTO "GIL" MARTINEZ JR., TRUSTEE

MS. MONICA GARCIA, TRUSTEE

ADMINISTRATION

MR. GUILLERMO PRO, INTERIM SUPERINTENDENT

DRAWINGS INDEX

STRUCTURAL:

S000: COVER SHEET

S101: GENERAL NOTES AND TYPICAL FOUNDATION DETAILS

S201: CANOPY FOUNDATION PLAN AND DETAILS

S301: CANOPY ROOF FRAMING PLAN AND DETAILS

KATHERINE F. TARVER ELEMENTARY SCHOOL

3200 TILDEN AVE., LAREDO TX. 78040

KATHERINE F. TARVER ELEMENTARY SCHOOL SITE MAP

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AutoCAD SHX Text These drawings and specifications are and shall remain the property of the Engineer. They may not be reused, reproduced or altered in any way without prior written approval from and with appropriate compensation to the Engineer.

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NEW METAL CANOPIES

A. GENERAL

F. WELDING:

G. STEEL ROOF DECK

D. REINFORCED CONCRETE

E. STRUCTURAL STEEL

B. ENGINEERING DESIGN CRITERIA

REINFORCEMENT TENSION LAPS AND EMBEDMENT

(fy=60,000 PSI f'c=3,000 PSI)

C. CAST-IN-PLACE DRILLED PIERS

J. SPECIAL INSPECTIONS H. SUBMITTALS

I. SITE OBSERVATION BY STRUCTURAL ENGINEER

REQUIRED SPECIAL INSPECTION AND TESTS OF SOILS

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

REQUIRED SPECIAL INSPECTIONS OF

OPEN-WEB STEEL JOISTS AND JOIST GIRDERS

TABLE 1705.2.3

TABLE 1705.3

TABLE 1705.6

REQUIRED SPECIAL INSPECTION AND TESTS

OF DRIVEN DEEP FOUNDATION ELEMENTS

TABLE 1705.7

REQUIRED SPECIAL INSPECTION AND TESTS

OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS

TABLE 1705.8

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AutoCAD SHX Text SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN.

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AutoCAD SHX Text THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE DOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT.

AutoCAD SHX Text IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

AutoCAD SHX Text EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR.

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REFERENCES:

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AWS D1.3-LATEST EDITION - "STRUCTURAL WELDING CODE - SHEET STEEL"

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ALL WELDING BY AWS QUALIFIED OPERATORS.

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AWS D1.1-LATEST EDITION - "STRUCTURAL WELDING CODE - STEEL"

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AutoCAD SHX Text UNLESS NOTED OTHERWISE, ATTACH METAL DECK TO STRUCTURAL STEEL WITH #12 TEK SCREWS AT 6" O.C. AT PERIMETER AND 12" 0.C. AT INTERMEDIATE SUPPORTS. FASTEN SIDE LAPS WITH #12 TEK SCREWS AT 12" 0.C.

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AutoCAD SHX Text DECK ENDS MAY BE EITHER BUTTED OR LAPPED OVER SUPPORTS. ON JOIST FRAMING, APPROPRIATE END LAP SHALL OCCUR OVER A TOP CHORD ANGLE FOR PROPER ANCHORAGES.

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DECK SHALL BE AS NOTED ON PLANS. DECK SHALL BE G90 GALVANIZED, COLOR

AutoCAD SHX Text REFERENCE: STEEL DECK INSTITUTE: "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS: LATEST EDITION."

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CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, AND #11 BARS & SMALLER

AutoCAD SHX Text CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER AS FOLLOWS:

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CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER

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CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:

AutoCAD SHX Text CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE STRUCTURAL ENGINEER. ALL CONSTRUCTION JOINTS ARE TO BE KEYED. KEYWAYS SHALL BE 1-1/2 INCHES DEEP X 1/3 MEMBER THICKNESS.

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CONSTRUCTION JOINTS:

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OTHERS

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OTHERS

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3/4 IN.

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1 1/2 IN.

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2 IN.

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1 1/2 IN.

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3 IN.

AutoCAD SHX Text REINFORCING SHALL BE DESIGNED, DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL (SP-66) AND CRSI MANUAL OF STANDARD PRACTICE.

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PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL

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OVER-EXCAVATION, SOFT SPOTS AND TRENCHES.

AutoCAD SHX Text PROVIDE SUPPORTS AS REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED REINFORCING. SUCH SUPPORTS ARE TO BE REFLECTED IN THE BID.

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DOWELS IN FOOTINGS TO MATCH VERTICAL WALL REINFORCING.

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CONTINGENCIES:

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WELDED WIRE FABRIC SHALL CONFORM TO ASTM A165-85. (SHEET FORM, NOT ROLLED)

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ALL MIXES SHALL HAVE A MINIMUM OF 5 SACKS OF CEMENT

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PER CUBIC YARD REGARDLESS OF STRENGTH OBTAINED.

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ALL DEFORMED REINFORCING BARS (ASTM A 615): FY = 60,000

AutoCAD SHX Text SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS."

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STRUCTURAL CONCRETE: ASTM C150 TYPE I/II

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FOOTINGS:

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MATERIALS:

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STRUCTURAL WELDING CODE, AWS D1.1-88 OF THE AMERICAN WELDING SOCIETY.

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STEEL BELOW GRADE TO BE PROTECTED BY A MINIMUM OF 3 INCHES OF CONCRETE.

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AutoCAD SHX Text EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE AS FOLLOWS:

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MINIMUM BEAM BEARING ON MASONRY = 8 INCHES UNLESS NOTED OTHERWISE.

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3/4 INCH DIAMETER BOLTS --- 5 INCHES EMBEDMENT

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1/2 INCH DIAMETER BOLTS --- 3 1/2 INCHES EMBEDMENT

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AutoCAD SHX Text PROVIDE BOLT HOLES FOR JOISTS BOLTED TO BEAMS AND ATTACHMENT FOR JOINING EXTENDED JOIST BOTTOM CHORDS.

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FINISH ENDS OF ALL COLUMNS, STIFFENERS AND ALL OTHER MEMBERS IN DIRECT BEARING.

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PROVIDE HEAVY WASHER AT ALL ANCHOR BOLTS.

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AutoCAD SHX Text PROVIDE SHOP WELDED ANCHORS FOR ATTACHMENTS OF MASONRY. SPACING TO BE 16 INCHES ON COLUMNS AND BEAMS.

AutoCAD SHX Text PROVIDE 1/4 INCH THICK SETTING PLATES FOR ALL BEAMS BEARING ON MASONRY WHICH DO NOT REQUIRE A BEARING PLATE.

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AutoCAD SHX Text PROVIDE HOLES FOR OTHERS. IF OPENING IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, OBTAIN PRIOR APPROVAL.

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AutoCAD SHX Text GROUT UNDER BEARING PLATES, BASE PLATES, AND SETTING PLATES TO BE NON-SHRINKING TYPE.

AutoCAD SHX Text STEEL SUPPORTING OR CONNECTED TO HVAC AND OTHER EQUIPMENT AND ROOF OPENINGS AS SHOWN ON THE DRAWINGS IS SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL RECONCILE EXACT SIZE AND LOCATION BEFORE PROCEEDING WITH HIS WORK.

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AutoCAD SHX Text GALVANIZING: ALL SHELF ANGLES, LINTELS IN EXTERIOR WALLS, AND ALL EXTERIOR STEEL EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED.

AutoCAD SHX Text DO NOT PAINT ANY STEEL WHICH WILL BE CONCEALED FROM VIEW. PAINT ALL VISIBLE STEEL GRAY.

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MISCELLANEOUS:

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AutoCAD SHX Text FULL PENETRATION AND PARTIAL PENETRATION FIELD WELDS IN MATERIAL OVER 5/16 INCH THICK SHALL BE SUBJECT TO NON-DESTRUCTIVE TESTING (OTHER THAN VISUAL INSPECTION) BY AN INDEPENDENT LABORATORY.

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AutoCAD SHX Text ALL BOLTS IN BRACED FRAMES AND BOLTS IN SHEAR CONNECTIONS USED IN CONJUNCTION WITH FULL PENETRATION FLANGE WELDS SHALL BE SLIP CRITICAL (FRICTION) TYPE.

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PAINT:

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AutoCAD SHX Text CONNECTIONS TO BE DESIGNED BY THE FABRICATOR TO DEVELOP FULL STRENGTH OF MEMBER. FOLLOW INSTRUCTIONS ON DRAWINGS FOR GENERAL ARRANGEMENT OR PARTICULAR DETAILS. FIELD CONNECTIONS TO BE BOLTED. SHOP CONNECTIONS TO BE WELDED OR BOLTED.

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SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS

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CONNECTIONS:

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STRUCTURAL STEEL:

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EXPANSION BOLTS: HILTI "KWIK BOLTS" OR APPROVED EQUAL.

AutoCAD SHX Text SPECIFICATIONS: WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS D1.1. UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION TO BE GOVERNED BY

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AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS LATEST EDITION.

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AISC CODE OF STANDARD PRACTICE LATEST EDITION.

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STRUCTURAL PIPES: ASTM A53 OR A501, FY = 42 KSI

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HIGH STRENGTH BOLTS: ASTM A325 OR A490

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ANCHOR BOLTS: ASTM A307 OR A36:

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ELECTRODES: SERIES E70

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W SECTIONS ASTM- A992

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ALL OTHER SECTIONS ASTM- A36

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HSS SECTIONS ASTM- A500 GRADE B

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MATERIALS:

AutoCAD SHX Text SPLICES: UNLESS NOTED OTHERWISE, LAP SPLICES AND EMBEDMENTS SHALL BE AS SHOWN ON TABLE BELOW.

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BAR SIZE

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BAR DIA. (IN)

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EMBEDMENT AND CLASS A LAP (IN)

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TOP BAR

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OTHER BARS

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CASE 1

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CASE 2

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CASE 1

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CASE 2

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CLASS B LAP (IN)

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TOP BAR

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OTHER BARS

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CASE 1

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CASE 2

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CASE 1

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CASE 2

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AutoCAD SHX Text TABLE REPRESENTS LENGTHS OF TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICES LENGTHS BASED ON AC1 318-08 SECTION 12.2.2.

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NOTES:

AutoCAD SHX Text CLASS A LAP LENGTHS APPLY WHEN BARS LAPS ARE STAGGERED TO LAP HALF THE BARS AT THE SAME LOCATION OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT AREA PROVIDED IS AT LEAST TWICE THAT REQUIRED.

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AutoCAD SHX Text CLASS B LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM STRESS IN THE BARS.

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AutoCAD SHX Text CASE 1 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER EQUAL OR GREATER THAN THE BAR DIAMETER, CLEAR BAR SPACING EQUAL OR GREATER THAN THE BAR DIAMETER AND WITH STIRRUPS OR TIES NOT LESS THAN THE CODE MINIMUM THROUGHOUT THE LENGTH IN THE TABLE, AND FOR OTHER ELEMENTS WITH CONCRETE COVER EQUAL OR GREATER THAN THE BAR DIAMETER AND CLEAR SPACING EQUAL OR GREATER THAN TWO TIMES THE BAR DIAMETER.

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AutoCAD SHX Text CASE 2 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER, AND CLEAR BAR SPACING LESS THAN THE BAR DIAMETER, AND FOR OTHER ELEMENTS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER AND CLEAR BAR SPACING LESS THAN TWO TIMES THE BAR DIAMETER.

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AutoCAD SHX Text TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12 INCHES OF CONCRETE IS CAST BELOW THE REINFORCEMENT.

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MULTIPLY LENGTHS SHOWN BY 0.87 FOR 4000 PSI CONCRETE.

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MULTIPLY LENGTHS SHOWN BY 1.3 FOR LIGHTWEIGHT AGGREGATE CONCRETE.

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MULTIPLY LENGTHS SHOWN BY 1.3 FOR EPOXY-COATED BARS.

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SLUMP

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MAXIMUM

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CONCRETE TYPE

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STRENGTH

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DESIGN

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MAXIMUM W/C RATIO

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AIR ENTR.

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AGGREGATE

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MAXIMUM

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NO AIR ENTR.

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1603.1.2 ROOF LIVE LOAD:

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MINIMUM ROOF LIVE LOAD = 20 PSF

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1603.1.1 FLOOR LIVE LOAD:

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1603.1.3 ROOF SNOW LOAD:

AutoCAD SHX Text FLAT ROOF SNOW LOAD, Pf= 0 PSF

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AutoCAD SHX Text SNOW EXPOSURE FACTOR, Ce= 0.9

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SNOW LOAD IMPORTANCE FACTOR, I= 1.0

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AutoCAD SHX Text THERMAL FACTOR, Ct= 1.0

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BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2021.

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SECTION 1603: CONSTRUCTION DOCUMENTS

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WIND EXPOSURE= B

AutoCAD SHX Text ULTIMATE WIND SPEED (3-SECOND GUST), Vult = 115 MPH

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1603.1.4 WIND DESIGN DATA:

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AutoCAD SHX Text INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18

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1603.1.5 EARTHQUAKE DESIGN DATA:

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1603.1.7 FLOOD DESIGN DATA:

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NOT APPLICABLE.

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1603.1.8 SPECIAL LOADS:

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NOT APPLICABLE.

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1603.1.9 SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTIONS

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NOT APPLICABLE.

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FOR SEISMIC RESISTANCE:

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RISK CATEGORY = III

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AutoCAD SHX Text MAPPED SPECTRAL RESPONSE ACCELERATION, Ss=0.071g AND S1=0.018g

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SITE CLASS= D

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AutoCAD SHX Text SPECTRAL RESPONSE COEFFICIENTS, Sds=0.073g AND Sd1=0.029g

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SEISMIC DESIGN CATEGORY= A

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BASIC SEISMIC-FORCE-RESISTING SYSTEM(S)= STEEL ORDINARY MOMENT FRAMES

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DESIGN BASE SHEAR=

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AutoCAD SHX Text SEISMIC RESPONSE COEFFICIENT(S), Cs= 0.026g

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RESPONSE MODIFICATION FACTOR(S), R= 3.5

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ANALYSIS PROCEDURE USED= EQUIVALENT LATERAL FORCE PROCEDURE

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COMPONENTS AND CLADDING NET DESIGN WIND PRESSURE (PSF):

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1603.1.6 GEOTECHNICAL INFORMATION:

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ALLOWABLE SOIL BEARING CAPACITY= 3,000 PSF TOTAL LOAD ON SELECT FILL

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AutoCAD SHX Text NOMINAL DESIGN WIND SPEED (3-SECOND GUST), Vasd = 89 MPH

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RISK CATEGORY= III

AutoCAD SHX Text SEISMIC IMPORTANCE FACTOR, Ie = 1.25

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100 PSF

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PUBLIC AREAS

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3000 PSI

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AutoCAD SHX Text OBSERVATION OF REINFORCEMENT PLACEMENT WILL NEED TO BE PROVIDED BY SYNERGY STRUCTURAL ENGINEERING, INC. BEFORE CONCRETE POUR. THE FOLLOWING ITEMS WILL NEED TO BE PROVIDED BY CONTRACTOR AND/OR OWNER BEFORE REBAR OBSERVATION: A. COMPACTION REPORTS OF SUBGRADE AND SUBSEQUENT LIFTS PERFORMED BY AN APPROVED TESTING LABORATORY. B. COMPACTION AND INSPECTION REPORTS BY AN APPROVED TESTING LABORATORY FOR THE BACKFILLING OF THE TRENCHES OF PLUMBING OR ELECTRICAL LINES. **FAILING TO PROVIDE COMPACTION REPORTS WILL VOID ANY WARRANTIES AND/OR LIABILITIES DESCRIBED IN THESE PLANS AND/OR PROPOSAL-AGREEMENT BETWEEN OWNER/CONTRACTOR AND SYNERGY STRUCTURAL ENGINEERING, INC.

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AutoCAD SHX Text FOUNDATIONS ARE DESIGNED BASED UPON MINIMUM CODE VALUES IN THE ABSENCE OF A GEOTECHNICAL REPORT.

AutoCAD SHX Text 2.

AutoCAD SHX Text DESIGN CAPACITIES FOR DRILLED AND UNDERREAMED PIERS ARE 3.0 KSF END BEARING AND 0.300 KSF SKIN FRICTION

AutoCAD SHX Text 3.

AutoCAD SHX Text PIER ENDS TO BE FOUNDED AT A MAXIMUM DEPTH OF 10 FT FROM EXISTING FINISH FLOOR ELEVATION. PROVIDE PIER DIAMETER AND REINFORCING AS SCHEDULED.

AutoCAD SHX Text 4.

AutoCAD SHX Text

POUR CONCRETE FOR PIER HOLES WITHIN 8 HOURS AFTER DRILLING.

AutoCAD SHX Text 5.

AutoCAD SHX Text USE TEMPORARY CASING IF REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE HOLE, OR PREVENT INFLUX OF GROUND WATER.

AutoCAD SHX Text 6.

AutoCAD SHX Text

THOROUGHLY CLEAN BOTTOM OF EACH PIER HOLE OF ALL LOOSE MATERIALS.

AutoCAD SHX Text 7.

AutoCAD SHX Text PLACE CONCRETE USING A HOPPER & CHUTE PIPE. PROVIDE CONCRETE FREE FALL OF LESS THAN 10 FEET.

AutoCAD SHX Text 8.

AutoCAD SHX Text REMOVE ALL LAITANCE MATERIAL FROM THE TOP OF EACH PIER PRIOR TO PLACING CONCRETE.

AutoCAD SHX Text 9.

AutoCAD SHX Text ARRANGE FOR ALL PIER HOLES TO BE INSPECTED BY THE OWNER'S TESTING AGENCY PRIOR TO PLACING CONCRETE. ARRANGE FOR TESTING AGENCY TO VERIFY PIER SIZE, REINFORCING, DEPTH, BEARING STRATA, EMBEDMENT DEPTH AND REMOVAL OF CUT MATERIALS.

AutoCAD SHX Text 12.

AutoCAD SHX Text 10.

AutoCAD SHX Text HIGH TORQUE EQUIPMENT MAY BE REQUIRED DEPENDENT ON SITE, DEPTH OF PIERS AND GEOLOGICAL CONDITIONS.

AutoCAD SHX Text 11.

AutoCAD SHX Text GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES BEFORE DIGGING.

AutoCAD SHX Text

AS SELECTED BY OWNER.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

DETAIL NOT USED

AutoCAD SHX Text

DETAIL NOT USED

AutoCAD SHX Text

#3 THRU #8-

AutoCAD SHX Text 6 db, 3" MIN.

AutoCAD SHX Text

135 BEND

AutoCAD SHX Text

(SEISMIC

AutoCAD SHX Text

HOOKS)

AutoCAD SHX Text 4 db FOR #3 THRU #5 BARS

AutoCAD SHX Text 6 db FOR #6 THRU #8 BARS

AutoCAD SHX Text 6 db FOR #3 THRU #8 BARS

AutoCAD SHX Text 8 db FOR #9 THRU #11 BARS

AutoCAD SHX Text 10 db FOR #14 THRU #18 BARS

AutoCAD SHX Text

(OTHER BARS)

AutoCAD SHX Text

90 BEND

AutoCAD SHX Text 12 db

AutoCAD SHX Text

DIAMETER OF BENDS

AutoCAD SHX Text

OTHERS

AutoCAD SHX Text

ALL

AutoCAD SHX Text

STIRRUPS

AutoCAD SHX Text

AND TIES

AutoCAD SHX Text

90 BEND

AutoCAD SHX Text

(STIRRUPS &

AutoCAD SHX Text

TIE HOOKS)

AutoCAD SHX Text

180 BEND

AutoCAD SHX Text

(OTHER BARS)

AutoCAD SHX Text

DIA.

AutoCAD SHX Text 4 db #3 THRU #8

AutoCAD SHX Text

2 1/2" MIN.

AutoCAD SHX Text

BEND

AutoCAD SHX Text db

AutoCAD SHX Text #3 THRU #5-6 db

AutoCAD SHX Text #6 THRU #8-12 db

AutoCAD SHX Text

90 & 135 BENDS

AutoCAD SHX Text

(SEISMIC CROSS

AutoCAD SHX Text

TIES)

AutoCAD SHX Text 6 db

AutoCAD SHX Text 6 db, 3" MIN.

AutoCAD SHX Text

#3 THRU #8-

AutoCAD SHX Text 5 db #9, #10, #11

AutoCAD SHX Text 6 db #14 AND #18

AutoCAD SHX Text

BARS DIAMETER OF BENDS

AutoCAD SHX Text

ZONE

AutoCAD SHX Text

AutoCAD SHX Text -37.9

AutoCAD SHX Text +9.7

AutoCAD SHX Text 1'

AutoCAD SHX Text

EFFECTIVE WIND AREA (FT^2)

AutoCAD SHX Text

NEG.

AutoCAD SHX Text

POS.

AutoCAD SHX Text -21.8

AutoCAD SHX Text

NEG.

AutoCAD SHX Text

POS.

AutoCAD SHX Text -50.0

AutoCAD SHX Text

NEG.

AutoCAD SHX Text

POS.

AutoCAD SHX Text -68.1

AutoCAD SHX Text

NEG.

AutoCAD SHX Text

POS.

AutoCAD SHX Text -25.8

AutoCAD SHX Text +23.8

AutoCAD SHX Text

NEG.

AutoCAD SHX Text

POS.

AutoCAD SHX Text -31.9

AutoCAD SHX Text

NEG.

AutoCAD SHX Text

POS.

AutoCAD SHX Text -35.4

AutoCAD SHX Text +9.1

AutoCAD SHX Text -46.8

AutoCAD SHX Text -61.7

AutoCAD SHX Text -24.7

AutoCAD SHX Text +22.7

AutoCAD SHX Text -29.7

AutoCAD SHX Text -32.1

AutoCAD SHX Text +8.3

AutoCAD SHX Text -42.5

AutoCAD SHX Text -53.2

AutoCAD SHX Text -23.3

AutoCAD SHX Text +21.3

AutoCAD SHX Text -26.9

AutoCAD SHX Text -29.6

AutoCAD SHX Text +7.7

AutoCAD SHX Text -39.3

AutoCAD SHX Text -46.8

AutoCAD SHX Text -22.2

AutoCAD SHX Text +20.2

AutoCAD SHX Text -24.7

AutoCAD SHX Text +23.8

AutoCAD SHX Text +9.7

AutoCAD SHX Text -21.8

AutoCAD SHX Text +9.1

AutoCAD SHX Text +8.3

AutoCAD SHX Text +7.7

AutoCAD SHX Text +9.1

AutoCAD SHX Text +8.3

AutoCAD SHX Text +7.7

AutoCAD SHX Text +9.1

AutoCAD SHX Text +8.3

AutoCAD SHX Text +7.7

AutoCAD SHX Text +22.7

AutoCAD SHX Text +21.3

AutoCAD SHX Text +20.2

AutoCAD SHX Text

PIERS

AutoCAD SHX Text

DETAIL NOT USED

AutoCAD SHX Text SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE 2021 INTERNATIONAL BUILDING CODE (IBC) BY A SPECIAL INSPECTOR HIRED BY THE OWNER TO PERFORM THE SPECIAL INSPECTIONS LISTED BELOW. THE SPECIAL INSPECTOR SHALL BE QUALIFIED BY AN APPROVED AGENCY ACCORDING TO THE CITY'S BUILDING OFFICIAL TO PERFORM THE SPECIAL INSPECTIONS FOR WHICH THEY WILL BE UNDERTAKING. THE CONTRACTOR SHALL COORDINATE WITH AND NOTIFY THE SPECIAL INSPECTOR OF ALL TESTS. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO VERIFY THAT THE ITEMS DETAILED IN THE CONSTRUCTION DOCUMENTS WERE BUILT ACCORDINGLY AND SHALL PREPARE, SIGN, AND FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE ARCHITECT FOR ALL TIME SPENT AT THE SITE. THE INSPECTOR SHALL BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE ARCHITECT PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. THESE SPECIAL INSPECTIONS ARE IN ADDITION TO THE OTHER INSPECTIONS LISTED IN THESE STRUCTURAL NOTES OR PROJECT SPECIFICATIONS.

AutoCAD SHX Text WHERE STRUCTURAL LOAD-BEARING MEMBERS AND ASSEMBLIES ARE SHOP FABRICATED, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATOR'S ABILITY TO CONFORM TO THE CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWING FOR THE FOLLOWING ITEMS:

AutoCAD SHX Text 1.

AutoCAD SHX Text

SHOP DRAWINGS

AutoCAD SHX Text A.

AutoCAD SHX Text

CONCRETE MIX DESIGNS

AutoCAD SHX Text 1.

AutoCAD SHX Text

REINFORCING STEEL

AutoCAD SHX Text 2.

AutoCAD SHX Text ALL SHOP DRAWINGS MUST BE REVIEWED AND SEALED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL.

AutoCAD SHX Text B.

AutoCAD SHX Text THE OMISSION FROM THE SHOP DRAWING OF ANY MATERIAL REQUIERES BY THE CONTRACTOR DOCUMENTS TO BE FURNISHED SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF FURNISHING AND INSTALLING SUCH MATERIALS, REGARDLESS OF WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED.

AutoCAD SHX Text C.

AutoCAD SHX Text 2.

AutoCAD SHX Text

MANUFACTURER'S LITERATURE

AutoCAD SHX Text SUBMIT MANUFACTURER'S LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT.

AutoCAD SHX Text A.

AutoCAD SHX Text 3.

AutoCAD SHX Text

REPRODUCTION

AutoCAD SHX Text THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OF MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREIN AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERROR THAT MAY OCCUR HEREON.

AutoCAD SHX Text A.

AutoCAD SHX Text THE CONTRACTOR STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, AND PROCEDURES, TECHNIQUES, AND SEQUENCE.

AutoCAD SHX Text 1.

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text A.

AutoCAD SHX Text THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSON PERFORMING ANY OF THE WORKS, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

AutoCAD SHX Text B.

AutoCAD SHX Text PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES ARE SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.

AutoCAD SHX Text C.

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

INSPECTION FREQUENCY

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

PERIODIC

AutoCAD SHX Text 1.

AutoCAD SHX Text VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

AutoCAD SHX Text 3.

AutoCAD SHX Text

PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.

AutoCAD SHX Text 4.

AutoCAD SHX Text DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIAL AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND FILL THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

AutoCAD SHX Text 2.

AutoCAD SHX Text VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

AutoCAD SHX Text 5.

AutoCAD SHX Text PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

AutoCAD SHX Text X

AutoCAD SHX Text

VERIFICATION AND INSPECTION

AutoCAD SHX Text

INSPECTION FREQUENCY

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

PERIODIC

AutoCAD SHX Text

REFERENCED STANDARD

AutoCAD SHX Text

IBC REFERENCE

AutoCAD SHX Text 1.

AutoCAD SHX Text

INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.

AutoCAD SHX Text 3.

AutoCAD SHX Text

INSPECT ANCHORS CAST IN CONCRETE

AutoCAD SHX Text 4.

AutoCAD SHX Text INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. a. ADHESIVE ANCHORS INSTALLED IN ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.

AutoCAD SHX Text ACI 318: Ch. 20, 25.2, 25.3, 26.6.1-26.6.3

AutoCAD SHX Text 2.

AutoCAD SHX Text REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A 706; b. INSPECT SINGLE-PASS FILLET WELDS, INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND c. INSPECT ALL OTHER WELDS.INSPECT ALL OTHER WELDS.

AutoCAD SHX Text 5.

AutoCAD SHX Text

VERIFY USE OF REQUIRED DESIGN MIX.

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AWS D1.4 ACI 318: 26.6.4

AutoCAD SHX Text

ACI 318: 17.8.2

AutoCAD SHX Text

AutoCAD SHX Text ACI 318:Ch 19, 26.4.3, 26.4.4

AutoCAD SHX Text 1904.1, 1904.2

AutoCAD SHX Text 6.

AutoCAD SHX Text PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

ASTM C172 ASTM C31 ACI 318: 26.5, 26.12

AutoCAD SHX Text

AutoCAD SHX Text 7.

AutoCAD SHX Text

INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 26.5

AutoCAD SHX Text

AutoCAD SHX Text 8.

AutoCAD SHX Text

VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 26.5.3-26.5.5

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

INSPECTION FREQUENCY

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

PERIODIC

AutoCAD SHX Text A.

AutoCAD SHX Text

END CONNECTIONS- WELDING OR BOLTED

AutoCAD SHX Text 1.

AutoCAD SHX Text

STANDAR BRIDGING

AutoCAD SHX Text 2.

AutoCAD SHX Text

BRIDGING THAT DIFFERS FROM SJI SPECIFICATIONS LISTED IN SECTION 2207.1

AutoCAD SHX Text B.

AutoCAD SHX Text

BRIDGING- HORIZONTAL OR DIAGONAL

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

REFERENCE STANDARD

AutoCAD SHX Text

1. INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS

AutoCAD SHX Text

SJI SPECIFICATIONS LISTED IN SECTION 2207.1

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 17.8.2.4

AutoCAD SHX Text

ACI 318: 17.8.2

AutoCAD SHX Text 9.

AutoCAD SHX Text INSPECT PRESTRESSED CONCRETE FOR: a. APPLICATION OF PRESTRESSING APPLICATION OF PRESTRESSING FORCES; AND b. GROUTING OF BONDED PRESTRESSING GROUTING OF BONDED PRESTRESSING TENDONS.

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 26.10

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text 10.

AutoCAD SHX Text

INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 26.9

AutoCAD SHX Text

AutoCAD SHX Text 13.

AutoCAD SHX Text VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS.

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 26.11.2

AutoCAD SHX Text

AutoCAD SHX Text 12.

AutoCAD SHX Text INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text ACI 318: 26.11.1.2(b)

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

INSPECTION FREQUENCY

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

PERIODIC

AutoCAD SHX Text 1.

AutoCAD SHX Text

VERIFY ELEMENT MATERIALS, SIZES AND LENGTH COMPLY WITH REQUIREMENTS.

AutoCAD SHX Text 3.

AutoCAD SHX Text INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT.

AutoCAD SHX Text 4.

AutoCAD SHX Text VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUT ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT.

AutoCAD SHX Text 2.

AutoCAD SHX Text DETERMINE CAPACITIES OF TESTS ELEMENTS AND CONDUCT ADDITIONAL LOAD TEST, AS REQUIRED.

AutoCAD SHX Text 5.

AutoCAD SHX Text FOR STEEL ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.2.

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

IN ACCORDANCE WITH SECTION 1705.2

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text 6.

AutoCAD SHX Text FOR CONCRETE ELEMENTS AND CONCRETE-FILLED ELEMENTS, PERFORM TEST AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3.

AutoCAD SHX Text 7.

AutoCAD SHX Text FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

INSPECTION FREQUENCY

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

PERIODIC

AutoCAD SHX Text 1.

AutoCAD SHX Text INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT.

AutoCAD SHX Text 3.

AutoCAD SHX Text FOR CONCRETE ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3.

AutoCAD SHX Text 2.

AutoCAD SHX Text VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END-BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES.

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

SJI SPECIFICATIONS LISTED IN SECTION 2207.1

AutoCAD SHX Text 11.

AutoCAD SHX Text FOR PRECAST CONCRETE DIAPHRAGM CONNECTION OR REINFORCEMENT AT JOINTS CLASSIFIED AS MODERATE OR HIGH DEFORMABILITY ELEMENTS ( MDE OR HDE) IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E, OR F, INSPECT SUCH CONNECTION OR REINFORCEMENT IN THE FIELD FOR: A. INSTALLATION OF THE EMBEDDED PARTS B. COMPLETION OF THE CONTINUITY OF REINFORCEMENT ACROSS JOINTS. C. COMPLETION OF CONNECTIONS IN THE FIELD.

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 26.13.1.3

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 550.5

AutoCAD SHX Text 12.

AutoCAD SHX Text INSPECT INSTALLATION TOLERANCES OF PRECAST CONCRETE DIAPHRAGM CONNECTION FOR COMPLIANCE WITH ACI 500.5

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318: 26.13.1.3

AutoCAD SHX Text

IN ACCORDANCE WITH SECTION 1705.3

AutoCAD SHX Text

IN ACCORDANCE WITH STATEMENT OF SPECIAL INSPECTIONS

AutoCAD SHX Text

IN ACCORDANCE WITH SECTION 1705.3

AutoCAD SHX Text

STRUCTURAL STEEL

AutoCAD SHX Text 3.

AutoCAD SHX Text

MISCELLANEOUS STEEL

AutoCAD SHX Text 4.

AutoCAD SHX Text

STEEL DECK

AutoCAD SHX Text 5.

AutoCAD SHX Text Sheet

These drawings and specifications are and shall remain the property of the Engineer. They may not be reused, reproduced or altered in any way without prior written approval from and with appropriate compensation to the Engineer.

EXISTING BUILDING TO REMAIN

CANOPY AREA= 441 SF

FOUNDATION NOTESSTEEL COLUMN SCHEDULE

PIER SCHEDULE

C A

N O

O U

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A T

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CANOPY FOUNDATION1

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TYPICAL PIER DETAIL2

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text P1

AutoCAD SHX Text 2/S201

AutoCAD SHX Text

SC1

AutoCAD SHX Text P1

AutoCAD SHX Text

SC1

AutoCAD SHX Text P1

AutoCAD SHX Text

SC1

AutoCAD SHX Text P1

AutoCAD SHX Text

SC1

AutoCAD SHX Text P1

AutoCAD SHX Text

SC1

AutoCAD SHX Text P1

AutoCAD SHX Text

SC1

AutoCAD SHX Text 2/S201

AutoCAD SHX Text

BENCH MARK 0'-0" AT EXISTING SIDEWALK

AutoCAD SHX Text

BENCH MARK 0'-0" AT EXISTING SIDEWALK

AutoCAD SHX Text

REPORT ANY DISCREPANCIES TO ENGINEER OF RECORD

AutoCAD SHX Text

FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK AND

AutoCAD SHX Text 2.

AutoCAD SHX Text

SEE SHEET S101 FOR GENERAL NOTES AND TYPICAL

AutoCAD SHX Text 1.

AutoCAD SHX Text 4.

AutoCAD SHX Text

ABBREVIATIONS:

AutoCAD SHX Text

CLC=CENTER LINE COLUMN

AutoCAD SHX Text

CLP=CENTER LINE PIER

AutoCAD SHX Text

FOC=FACE OF COLUMN

AutoCAD SHX Text

FFE=FINISH FLOOR ELEVATION

AutoCAD SHX Text

CONCRETE DETAILS.

AutoCAD SHX Text

CHECK ALL UNDERGROUND UTILITIES BEFORE DIGGING.

AutoCAD SHX Text 3.

AutoCAD SHX Text TYPICAL CONCRETE PIER TO BE 18" DIA. WITH (6) #6 BARS VERTICAL WITH #3 TIES @ 9" O.C.

AutoCAD SHX Text STEEL COLUMN AND BASE PLATE PER PLAN SCHEDULE. PROVIDE FULL MOMENT BEVELED WELD FROM COLUMN TO BASE PLATE

AutoCAD SHX Text

SECTION "X"

AutoCAD SHX Text

SECTION "Y"

AutoCAD SHX Text

8'-0" MIN.

AutoCAD SHX Text

PIERESEARCH 3" PIER BOOT (4) MINIMUM

AutoCAD SHX Text

PIERESEARCH PIER WHEEL (4) MIN

AutoCAD SHX Text

PIERESEARCH PIER WHEEL (4) MIN

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

SECTION "Y"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

SECTION "X"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

PROVIDE ADDITIONAL #3 SQUARE TIES @ 6" O.C. AT PIER PEDESTAL

AutoCAD SHX Text

SAW CUT EXISTING SIDEWALKS TO INSTALL NEW PIERS.

AutoCAD SHX Text

SC1

AutoCAD SHX Text

MARK

AutoCAD SHX Text

COLUMN SIZE

AutoCAD SHX Text

ANCHOR BOLTS

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

(4) 3/4" DIA. NELSON STUDS x 8" LONG

AutoCAD SHX Text PL 3/4" x 10" x 0'-10"

AutoCAD SHX Text HSS 6x6x3/16

AutoCAD SHX Text

TIES

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

PIER DEPTH

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

SHAFT

AutoCAD SHX Text

BELL

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

PIER MARK

AutoCAD SHX Text P1

AutoCAD SHX Text #3 @ 9"

AutoCAD SHX Text 18"

AutoCAD SHX Text

(6) #6

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

SCALE: 1/8"=1'-0"

AutoCAD SHX Text Sheet

SCALE: 1"=1'-0"

EXISTING BUILDING TO REMAIN

CANOPY AREA= 441 SF

/4 :1

FRAMING GENERAL NOTES

S301

CANOPY ROOF FRAMING PLAN1

C A

N O

O O

A M

P L

A N

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R U

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D at e:

D ra w in g N am e:

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C he ck b y:

D ra w n B y:

D A

V D

L A

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I N

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S C

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T R

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. 7

REVISIONS

S Y N E R G Y

G, IN

F lor es A ve . S

La re do , T

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0 s yn er gy sy ne rg y-s e.c om

R eg . N o.:

-7

SECTION AT RAKE2

SECTION AT HIGH EAVE3

SECTION AT LOW EAVE4

A N

D D

E T

SECTION AT RAKE5

SECTION AT HIGH EAVE6

SECTION AT LOW EAVE7

AutoCAD SHX Text METAL DECK TO BE VULCRAFT 3 N 20 GA. G90 GALVANIZED ATTACHED TO BEAMS WITH #12 TEK SCREWS WITH NEOSPRENE WASHERS. PROVIDE (1) SCREW AT EVERY FLUTE TYPICAL AND #12 TEK SCREWS @ 12" O.C. AT SIDELAPS

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

CLC

AutoCAD SHX Text

CLC

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text

EXISTING BOTTOM OF SOFFIT

AutoCAD SHX Text 12'-0" A.F.F.

AutoCAD SHX Text T.O.S= 11'-0"

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text HSS 12x4x3/16

AutoCAD SHX Text HSS 12x6x3/16

AutoCAD SHX Text HSS 12x4x3/16

AutoCAD SHX Text

MITER CORNERS TYPICAL

AutoCAD SHX Text 2/S301

AutoCAD SHX Text 3/S301

AutoCAD SHX Text 4/S301

AutoCAD SHX Text

MITER CORNERS TYPICAL

AutoCAD SHX Text 24'-6"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text HSS 12x6x3/16

AutoCAD SHX Text T.O.S= 17'-8"

AutoCAD SHX Text 5/S301

AutoCAD SHX Text 6/S301

AutoCAD SHX Text 7/S301

AutoCAD SHX Text

EXISTING BOTTOM OF SOFFIT= 13'-0"

AutoCAD SHX Text

EXISTING TOP OF PARAPET= 16'-3"

AutoCAD SHX Text

EXISTING BOTTOM OF SOFFIT= 13'-0"

AutoCAD SHX Text

EXISTING TOP OF PARAPET= 16'-3"

AutoCAD SHX Text

(FIELD VERIFY)

AutoCAD SHX Text

(FIELD VERIFY)

AutoCAD SHX Text

(FIELD VERIFY)

AutoCAD SHX Text

REPORT ANY DISCREPANCIES TO ENGINEER OF RECORD

AutoCAD SHX Text

FIELD VERIFY ALL DIMENSIONS BEFORE COMMENCING WORK AND

AutoCAD SHX Text 2.

AutoCAD SHX Text

SEE SHEET S101 FOR GENERAL NOTES AND TYPICAL

AutoCAD SHX Text 1.

AutoCAD SHX Text 5.

AutoCAD SHX Text

ABBREVIATIONS:

AutoCAD SHX Text

CLC=CENTER LINE COLUMN

AutoCAD SHX Text

CLP=CENTER LINE PIER

AutoCAD SHX Text

FOC=FACE OF COLUMN

AutoCAD SHX Text

FFE=FINISH FLOOR ELEVATION

AutoCAD SHX Text

CONCRETE DETAILS.

AutoCAD SHX Text

CHECK ALL UNDERGROUND UTILITIES BEFORE DIGGING.

AutoCAD SHX Text 3.

AutoCAD SHX Text

PRIME AND PAINT ALL STEEL. COLOR TO BE SELECTED BY OWNER.

AutoCAD SHX Text 4.

AutoCAD SHX Text

METAL DECK PER PLAN

AutoCAD SHX Text

CONTINUOUS RAKE TRIM; COLOR TO BE SELECTED BY OWNER

AutoCAD SHX Text

STEEL BEAMS PER PLAN

AutoCAD SHX Text

WELD BEAM TO BEAM ALL AROUND WITH FILLET WELD

AutoCAD SHX Text

STEEL COLUMN PER PLAN WELDED ALL AROUND WITH FILLET WELD

AutoCAD SHX Text

METAL DECK PER PLAN

AutoCAD SHX Text

STEEL BEAMS PER PLAN

AutoCAD SHX Text

CONTINUOUS RAKE TRIM; COLOR TO BE SELECTED BY OWNER

AutoCAD SHX Text

EXISTING CANOPY TO REMAIN

AutoCAD SHX Text

3" MIN. CLEAR

AutoCAD SHX Text

METAL DECK PER PLAN

AutoCAD SHX Text CONT. GUTTER, METAL TRIM; PROVIDE SCUPPER AT EVERY COLUMN; COLOR TO BE SELECTED BY OWNER

AutoCAD SHX Text

TOP OF STEEL 11'-0"

AutoCAD SHX Text

STEEL BEAM PER PLAN

AutoCAD SHX Text

METAL DECK PER PLAN

AutoCAD SHX Text CONT. GUTTER, METAL TRIM; PROVIDE SCUPPER AT EVERY COLUMN; COLOR TO BE SELECTED BY OWNER

AutoCAD SHX Text

TOP OF STEEL 17'-8"

AutoCAD SHX Text

STEEL BEAM PER PLAN

AutoCAD SHX Text

EXISTING CANOPY TO REMAIN

AutoCAD SHX Text

5" CLEAR MIN.

AutoCAD SHX Text

METAL DECK PER PLAN

AutoCAD SHX Text

STEEL BEAMS PER PLAN

AutoCAD SHX Text

CONTINUOUS RAKE TRIM; COLOR TO BE SELECTED BY OWNER

AutoCAD SHX Text

EXISTING CANOPY TO REMAIN

AutoCAD SHX Text

5" CLEAR MIN.

AutoCAD SHX Text

METAL DECK PER PLAN

AutoCAD SHX Text

CONTINUOUS RAKE TRIM; COLOR TO BE SELECTED BY OWNER

AutoCAD SHX Text

STEEL BEAMS PER PLAN

AutoCAD SHX Text

WELD BEAM TO BEAM ALL AROUND WITH FILLET WELD

AutoCAD SHX Text

STEEL COLUMN PER PLAN WELDED ALL AROUND WITH FILLET WELD

AutoCAD SHX Text

SCALE: 1/8"=1'-0"

AutoCAD SHX Text Sheet

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

SCALE: 1"=1'-0"

AutoCAD SHX Text

SCALE: 1"=1'-0"

S000-25165-S000

S000

S101-25165-S101

S101

S201-25165-S201

S201

S301-25165-S301

S301

File details come from the government source that posted it. Updated Feb 26, 2026.