1. STATEMENT OF SPECIAL INSPECTIONS NOTES:

A. THIS STATEMENT OF SPECIAL INSPECTIONS IS INCLUDED AS REQUIRED BY CHAPTER 17 OF2015 INTERNATIONAL BUILDING CODE AND AISC 360.

B. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THIS SHEET, SPECIFICATIONS,AISC 360, AND 2015 INTERNATIONAL BUILDING CODE. GENERAL REQUIREMENTS ARE LISTEDBELOW AND IN THE ATTACHED INSPECTION TABLES.

C. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS.IF CONFLICTING REQUIREMENTS ARE FOUND BETWEEN STATEMENTS OF SPECIAL INSPECTIONSAND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT PROVISION SHALL CONTROLUNLESS DIRECTED OTHERWISE IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD.

D. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS FOR THIS PROJECT. THESPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR THE INSPECTION OF THEPARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

E. THE SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDINGOFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE ORTRAINING. EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THEDOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OFSPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIALQUALITIES.

F. THE SPECIAL INSPECTOR SHALL PROVIDE CONTINUOUS OR PERIODIC INSPECTIONS AS SHOWNIN THE ATTACHED INSPECTION TABLES

1) CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR SHALL BE PRESENT AT ALLPROCEDURAL EVENTS.

2) PERIODIC INSPECTION: THE SPECIAL INSPECTOR SHALL BE PRESENT AT THE START OFTHE WORK AND PERIODIC INSPECTION IS MADE TO VERIFY PROGRESS OF WORK IS INCOMPLIANCE.

G. INSPECTION OF FABRICATORS: WHERE FABRICATION OF STRUCTURAL LOADBEARING MEMBERSAND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP,SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY SECTION1704.2.5 OF THE 2015 INTERNATIONAL BUILDING CODE AND AS REQUIRED ELSEWHERE INTHE CODE.

H. FABRICATOR APPROVAL: SPECIAL INSPECTIONS REQUIRED BY SECTION 1704 ARE NOTREQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED ANDAPPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BEBASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROLMANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIALINSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALLSUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THEWORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

I. REPORT REQUIREMENTS: SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THESPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALLINDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TOAPPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOTCORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDINGOFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIORTO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTINGREQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THEINSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THESTART OF WORK BY THE APPLICANT AND THE BUILDING OFFICIAL.

J. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING REASONABLE NOTICE TO THE SPECIALINSPECTOR(S) REGARDING WHEN ELEMENTS OF THE PROJECT WILL BE READY FOR EFFICIENTIMPLEMENTATION OF SPECIAL INSPECTIONS.

K. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE LATEST VERSION OF ALL APPROVED PLANSAND SHOP DRAWINGS FOR THE SPECIAL INSPECTOR'S USE IN PERFORMING SPECIALINSPECTIONS.

L. CONTRACTOR SHALL GRANT ACCESS TO OWNER'S SPECIAL INSPECTOR AS IS REASONABLYNECESSARY FOR THE PROPER PERFORMANCE OF SPECIAL INSPECTIONS.

M. SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO COMPLYWITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONSTRUCTION MEANS ANDMETHODS AND JOBSITE SAFETY ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

N. STEEL QUALITY INSPECTOR QUALIFICATIONS.

1) QUALITY CONTROL INSPECTOR OF ERECTOR/FABRICATOR SHALL BE QUALIFIED TO THESATISFACTION OF THE ERECTOR/ FABRICATOR'S QC PROGRAM AND AISC 360 SECTIONN.4.1 REQUIREMENTS.

2) QUALITY ASSURANCE INSPECTOR SHALL BE QUALIFIED BY A QA AGENCY AND AISC 360SECTION N.4.2 REQUIREMENTS.

3) NON-DESTRUCTIVE TESTING PERSONNEL, OR OTHER THAN VISUAL, SHALL BEQUALIFIED IN ACCORDANCE W/ EMPLOYER'S WRITTEN PRACTICE MEETING OR EXCEEDINGREQUIREMENTS OF AWS D1.1/D1.1M AND EITHER ANST SNT-TC-1A OR ANST CP-189REQUIREMENTS.

P. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION, FABRICATION, OR INSTALLATIONOF A MAIN WINDFORCE-RESISTING SYSTEM OR ANY COMPONENT LISTED IN THE OWNER'SQUALITY ASSURANCE PLAN SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TOTHE AUTHORITY HAVING JURISDICTION, THE RESPONSIBLE DESIGN PROFESSIONAL ANDTHE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THECONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN:

1) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THEQUALITY ASSURANCE PLAN.

2) ACKNOWLEDGEMENT THAT QA/QC WILL BE EXERCISED TO OBTAIN COMPLIANCE WITH THECONSTRUCTION DOCUMENTS.

3) PROCEDURES FOR EXERCISING QA/QC WITHIN THE CONTRACTOR'S ORGANIZATION, THEMETHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF QA/QC REPORTS.

4) IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROLAND THEIR POSITION(S) IN THE ORGANIZATION.

Q. IN ADDITION TO THE REQUIREMENTS OF THE SPECIAL INSPECTOR, THE OWNER SHALLEMPLOY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER TO INSPECT THE FOLLOWINGELEMENTS OF THE MAIN WIND FORCE RESISTING SYSTEM OF THE SHELTER TO VERIFYCONFORMANCE WITH THE CONTRACT DOCUMENTS:1) CONCRETE REBAR SIZE, SPACING, LAP LENGTHS AND EMBED PLATES.2) BEAM/COLUMN SIZE AND CONNECTIONS.3) HEADED STUD ANCHORS AND THE QUALITY OF THEIR CONNECTION TO THE TOP OF BEAM

FLANGES.4) METAL DECK SIZE AND ATTACHMENT.

1

sheet no:

MOORE, OKLAHOMABOARD OF EDUCATION

MOORE PUBLIC SCHOOLS

checked by

JANUARY 2017

revisions

date

drawn by

MA

ELEMENTARY SCHOOL SOONER

STORM SHELTER

MOORE Public cS h loo sLEARNING FOR LIFE

CG

OWNERSHIP USE OF DOCUMENTS:

AGP EXPRESSLY RESERVES ITSCOPYRIGHT AND OTHER PROPERTYRIGHTS OF ALL PLANS AND DRAWINGSDESIGNED AND/OR PRODUCED. PLANSAND DRAWINGS ARE NOT TO BEREPRODUCED IN ANY FORM OR MANNERWITHOUT THE EXPRESSED WRITTENCONSENT OF AGP.

ADDITION

STRUCTURAL

MECHANICAL / ELECTRICAL

KFC ENGINEERING

MEP ASSOCIATES, LLC

205 NW 63 , Suite 390Oklahoma City, OK 73116Telephone: 405.528.4596Fax: 405.528.4580

Kirkpatrick Forest Curtis PCStructural Engineering

engineering

OK CA #3888, EXP. 06/30/19rd

S107

ADDENDUM No. 1 02/12/20171

DIVISION 10 – SPECIALTIES

SECTION 10530 – POST SUPPORTED WALKWAY CANOPIES

10530-1

Part 1 - General

1.1 Description of Work

1. Work in this section includes engineering/design, and

furnishing and installation of extruded aluminum walkway

canopies or extruded aluminum wall-supported canopies as

manufactured by Mapes Industries Inc. or approved equal.

2. Related Items and Considerations

1. Flashing of various designs may be required. Generic

flashing supplied by Mapes. Specialty flashing to be

supplied by installer.

2. Determine wall construction, make-up and thickness.

3. Ensure adequate wall condition to carry canopy loads

where required.

4. Consider water drainage away from canopy where

necessary.

5. Any necessary removal or relocation of existing

structures, obstructions or materials.

1.2 Quality Assurance

1. Products meeting these specifications established standard

of quality required as manufactured by Mapes Industries,

Inc. Lincoln, Nebraska 1-888-273-1132.

1.3 Field Measurement

1. Confirm dimensions prior to preparation of shop drawings

when possible.

2. Supply manufacturer’s standard literature and

specifications for canopies.

3. Submit shop drawings showing structural component

locations/positions, material dimensions, and details of

construction and assembly.

1.4 Performance Requirements

1. Canopy must conform to local building codes.

2. PE Stamped calculations are not required.

1.5 Deliver, Storage, Handling

1. Deliver and store all canopy components in protected areas.

1.6 Products of certain manufacturers are specified herein to

simplify descriptions of design, construction, and/or

materials only. Proprietary names are not intended to

imply that products of named manufacturer are required to

the exclusion of equivalent products of other

manufacturers.

DIVISION 10 – SPECIALTIES

SECTION 10530 – POST SUPPORTED WALKWAY CANOPIES

10530-2

Part 2 - Products

2.1 Manufacturer

1. Mapes Canopies

Lincoln, Nebraska

Phone: 1-888-273-1132.

Fax: 1-877-455-6572.

2.2 Materials

1. Decking shall consist of a 2 3/4" Extruded .078" Decking. 2. Beams shall be 4"x7". 3. Posts shall be 4"x4".

4. Fascia shall be standard extruded 8" J style.

2.3 Finishes

1. Finish type shall be 2-Coat Kynar Finish. Color to be

selected by Architect from manufacturer’s standard colors.

2.4 Fabrication

1. Support columns and gutter beams shall be designed such

that the columns will be notched to create a “saddle” that

will receive and secure the gutter beams.

2. Post and beams shall be mechanically assembled utilizing

3/16” fasteners with a minimum shear stress of 350 lb. Pre-

welded or factory-welded connections are not acceptable.

3. Decking shall be designed with interlocking extruded

aluminum members with mechanical fasteners field applied to

provide structural integrity for the completed assembly.

4. Concealed drainage. Water shall drain from covered surfaces

into intermediate trough and be directed to Standard Post

Drain.

Part 3 - Execution

3.1 Inspection

1. Confirm that surrounding area is ready for the canopy

installation.

2. Installer shall confirm dimensions and elevations to be as

shown on drawings provided by Mapes Industries.

3. Erection shall be performed by an approved installer and

scheduled after all concrete, masonry and roofing in the

area is completed

3.2 Installation

1. Installation shall be in strict accordance with

manufacturer's shop drawings. Particular attention should

DIVISION 10 – SPECIALTIES

SECTION 10530 – POST SUPPORTED WALKWAY CANOPIES

10530-3

be given to protecting the finish during handling and

erection.

3.3 After installation, entire system shall be left in a clean

condition.

End of Section