2025-10-06_CLWRC25013-Baycare_Ballpark_Berm_Wall_Repair_SS_SIGNED.pdf

PDF 9 MB Posted Jan 26, 2026

Attached to: Baycare Ball Park Berm Wall Repair
Solicitation number: 26-0002-PR
Issued by: Pinellas County, Florida

About this file

Written by GovTribe AI · Mar 2, 2026

This file comprises structural design drawings and specifications prepared by Pennoni Associates for the City of Clearwater, Florida Parks & Recreation Department for the Baycare Ballpark Berm Wall Repair project (CLWRC25013), located at 601 N. Old Coachman Road, Clearwater, Florida 33765. The project involves installation of soil nail shotcrete walls to provide structural stability to the existing outfield berm wall, with the shotcrete wall spanning the entire berm height and topped with a concrete curb positioned one foot above the existing soil line. The soil nails are to be placed at uniform spacing of 5 feet horizontally and 3 feet vertically along the wall's extent. The work includes partial berm removal, concrete repairs, formwork installation, reinforcing steel placement, and finishing in accordance with American Concrete Institute (ACI) standards. Construction is limited to 90 consecutive calendar days commencing after Phillies Spring Training 2026 completion, with work hours restricted to Monday through Friday, 7:30 a.m. to 5:30 p.m., unless additional hours receive approval. The project requires pre-qualification of bidders at least two weeks prior to bid opening, attendance at a mandatory pre-bid meeting, and site examination before bid submission, with sealed bids due February 25, 2026.

The design specifications establish minimum concrete strength of 4,000 PSI at 28 days for shotcrete walls, with detailed requirements for concrete materials, reinforcing steel (ASTM A615 Grade 60), and construction procedures in accordance with ACI 301, 304, 308, and 309R standards. Reinforcing bars shall be Grade 60 deformed steel with concrete cover of 2 inches for walls. The contractor assumes full responsibility for formwork, shoring design (by a Florida-registered professional engineer), temporary bracing, and construction sequencing to ensure structural stability throughout the project. Concrete testing includes slump tests, mold and cure of test cylinders per ASTM C-31, and strength testing per ASTM C-39, with one test cylinder set per 100 cubic yards of concrete. Wind design criteria specify an ultimate wind speed of 153 MPH with a nominal basic wind speed of 119 MPH, Risk Category III, and Exposure Category C. The successful bidder must execute an AIA A104 (2017) Abbreviated Form of Agreement and furnish 100 percent performance and payment bonds, with progress payments made monthly based on AIA G702/G703 forms less five percent retainage within thirty days of approval. The contractor must provide a two-year guarantee from final acceptance and submit as-built drawings in hard copy and electronic formats prior to final payment. All work must comply with erosion control requirements, utility location verification, and the Project Soils Report dated May 31, 2024, with comprehensive documentation of existing conditions required prior to construction commencement.

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Other files

File	Type	Posted
Baycare_Ball_Park_Berm_Wall_Repair_(Addendum_#4_Revision).pdf	PDF	Feb 9, 2026
DES_208614-Geotech_Report_CLWRC20008.pdf	PDF	Feb 4, 2026
Baycare_Ball_Park_Berm_Wall_Repair.pdf	PDF	Jan 21, 2026

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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

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DATE

PROJECT CLWRC25013

09/16/2025

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Florida P.E. 44131

(727) 451-9566

Jeffrey J. Salemme, P.E.

Pennoni Project No. CLWRC25013

Florida Coa 7819

Clearwater, FL. 33760-3137 5755 Rio Vista Drive

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ENGINEER OF RECORD :

ISSUED FOR PERMIT

PENNONI Project No: CLWRC25013

09.16.25

CITY OF CLEARWATER

PARKS & RECREATION DEPARTMENT

BAYCARE BALLPARK

BERM WALL REPAIR

FOR

601 N. OLD COACHMAN ROAD

CLEARWATER FLORIDA 33765

Project Location

STRUCTURAL DRAWING INDEX

CITY OFFICIALS

Bruce Rector Mayor David Allbritton Councilmember Lina Teixeira Councilmember Ryan Cotton Councilmember Mike Mannino Councilmember Jennifer Poirrier City Manager Tara Kivett City Engineer

SIGNATURE DATE

5755 Rio Vista Drive Clearwater, FL. 33760-3137

(727) 451-9566 Florida Coa 7819

Jeffrey J. Salemme, P.E.

Florida P.E. 44131

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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES

ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER

PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION

OR ADAPTATION BY PENNONI ASSOCIATES FOR THE

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS

SOLE RISK AND WITHOUT LIABILITY OR LEGAL

EXPOSURE TO PENNONI ASSOCIATE; AND OWNER SHALL

INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES

FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES

ARISING OUT OF OR RESULTING THEREFROM.

B Y

N O

R E

AS NOTED

APPROVED BY

DRAWN BY

DRAWING SCALE

DATE

PROJECT CLWRC25013

09/16/2025

R D

, F

Florida P.E. 44131

(727) 451-9566

Jeffrey J. Salemme, P.E.

Pennoni Project No. CLWRC25013

Florida Coa 7819

Clearwater, FL. 33760-3137 5755 Rio Vista Drive

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1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE IS UNSTABLE UNTIL ALL CONNECTIONS HAVE IS UNSTABLE UNTIL ALL CONNECTIONS HAVE UNSTABLE UNTIL ALL CONNECTIONS HAVE UNSTABLE UNTIL ALL CONNECTIONS HAVE UNTIL ALL CONNECTIONS HAVE UNTIL ALL CONNECTIONS HAVE ALL CONNECTIONS HAVE ALL CONNECTIONS HAVE CONNECTIONS HAVE CONNECTIONS HAVE HAVE HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN CONCRETE HAS REACHED ITS MINIMUM DESIGN CONCRETE HAS REACHED ITS MINIMUM DESIGN HAS REACHED ITS MINIMUM DESIGN HAS REACHED ITS MINIMUM DESIGN REACHED ITS MINIMUM DESIGN REACHED ITS MINIMUM DESIGN ITS MINIMUM DESIGN ITS MINIMUM DESIGN MINIMUM DESIGN MINIMUM DESIGN DESIGN DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF IS RESPONSIBLE FOR MEANS AND METHODS OF IS RESPONSIBLE FOR MEANS AND METHODS OF RESPONSIBLE FOR MEANS AND METHODS OF RESPONSIBLE FOR MEANS AND METHODS OF FOR MEANS AND METHODS OF FOR MEANS AND METHODS OF MEANS AND METHODS OF MEANS AND METHODS OF AND METHODS OF AND METHODS OF METHODS OF METHODS OF OF OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL TO ENSURE THE SAFETY OF THE BUILDING UNTIL TO ENSURE THE SAFETY OF THE BUILDING UNTIL ENSURE THE SAFETY OF THE BUILDING UNTIL ENSURE THE SAFETY OF THE BUILDING UNTIL THE SAFETY OF THE BUILDING UNTIL THE SAFETY OF THE BUILDING UNTIL SAFETY OF THE BUILDING UNTIL SAFETY OF THE BUILDING UNTIL OF THE BUILDING UNTIL OF THE BUILDING UNTIL THE BUILDING UNTIL THE BUILDING UNTIL BUILDING UNTIL BUILDING UNTIL UNTIL UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT IS COMPLETED. THIS INCLUDES, BUT IS NOT IS COMPLETED. THIS INCLUDES, BUT IS NOT COMPLETED. THIS INCLUDES, BUT IS NOT COMPLETED. THIS INCLUDES, BUT IS NOT THIS INCLUDES, BUT IS NOT THIS INCLUDES, BUT IS NOT INCLUDES, BUT IS NOT INCLUDES, BUT IS NOT BUT IS NOT BUT IS NOT IS NOT IS NOT NOT NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, THE ADDITION OF WHATEVER TEMPORARY BRACING, THE ADDITION OF WHATEVER TEMPORARY BRACING, ADDITION OF WHATEVER TEMPORARY BRACING, ADDITION OF WHATEVER TEMPORARY BRACING, OF WHATEVER TEMPORARY BRACING, OF WHATEVER TEMPORARY BRACING, WHATEVER TEMPORARY BRACING, WHATEVER TEMPORARY BRACING, TEMPORARY BRACING, TEMPORARY BRACING, BRACING, BRACING, SHORING, GUYS OR TIE_DOWNS THAT MAY BE NECESSARY. SUCH GUYS OR TIE_DOWNS THAT MAY BE NECESSARY. SUCH GUYS OR TIE_DOWNS THAT MAY BE NECESSARY. SUCH OR TIE_DOWNS THAT MAY BE NECESSARY. SUCH OR TIE_DOWNS THAT MAY BE NECESSARY. SUCH TIE_DOWNS THAT MAY BE NECESSARY. SUCH TIE_DOWNS THAT MAY BE NECESSARY. SUCH THAT MAY BE NECESSARY. SUCH THAT MAY BE NECESSARY. SUCH MAY BE NECESSARY. SUCH MAY BE NECESSARY. SUCH BE NECESSARY. SUCH BE NECESSARY. SUCH NECESSARY. SUCH NECESSARY. SUCH SUCH SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF BE REMOVED AND SHALL REMAIN THE PROPERTY OF BE REMOVED AND SHALL REMAIN THE PROPERTY OF REMOVED AND SHALL REMAIN THE PROPERTY OF REMOVED AND SHALL REMAIN THE PROPERTY OF AND SHALL REMAIN THE PROPERTY OF AND SHALL REMAIN THE PROPERTY OF SHALL REMAIN THE PROPERTY OF SHALL REMAIN THE PROPERTY OF REMAIN THE PROPERTY OF REMAIN THE PROPERTY OF THE PROPERTY OF THE PROPERTY OF PROPERTY OF PROPERTY OF OF OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE SUPPORT, BRACE AND SECURE EXISTING STRUCTURE SUPPORT, BRACE AND SECURE EXISTING STRUCTURE BRACE AND SECURE EXISTING STRUCTURE BRACE AND SECURE EXISTING STRUCTURE AND SECURE EXISTING STRUCTURE AND SECURE EXISTING STRUCTURE SECURE EXISTING STRUCTURE SECURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE STRUCTURE STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE IS SOLELY RESPONSIBLE FOR THE IS SOLELY RESPONSIBLE FOR THE SOLELY RESPONSIBLE FOR THE SOLELY RESPONSIBLE FOR THE RESPONSIBLE FOR THE RESPONSIBLE FOR THE FOR THE FOR THE THE THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4. APPLICABLE BUILDING CODE: 8 EDITION (2023) FLORIDA BUILDING APPLICABLE BUILDING CODE: 8 EDITION (2023) FLORIDA BUILDING BUILDING CODE: 8 EDITION (2023) FLORIDA BUILDING BUILDING CODE: 8 EDITION (2023) FLORIDA BUILDING CODE: 8 EDITION (2023) FLORIDA BUILDING CODE: 8 EDITION (2023) FLORIDA BUILDING 8 EDITION (2023) FLORIDA BUILDING 8 EDITION (2023) FLORIDA BUILDING TH EDITION (2023) FLORIDA BUILDING EDITION (2023) FLORIDA BUILDING (2023) FLORIDA BUILDING (2023) FLORIDA BUILDING FLORIDA BUILDING FLORIDA BUILDING BUILDING BUILDING CODE. 5. WIND DESIGN CRITERIA: WIND DESIGN CRITERIA: ULTIMATE WIND SPEED: V = 153 MPH (3 SECOND GUST) ULT = 153 MPH (3 SECOND GUST) EQUIVALENT NOMINAL BASIC WIND SPEED V = 119 MPH (3 NOMINAL BASIC WIND SPEED V = 119 MPH (3 NOMINAL BASIC WIND SPEED V = 119 MPH (3 BASIC WIND SPEED V = 119 MPH (3 BASIC WIND SPEED V = 119 MPH (3 WIND SPEED V = 119 MPH (3 WIND SPEED V = 119 MPH (3 SPEED V = 119 MPH (3 SPEED V = 119 MPH (3 V = 119 MPH (3 V = 119 MPH (3 ASD = 119 MPH (3 = 119 MPH (3 119 MPH (3 119 MPH (3 MPH (3 MPH (3 (3 (3 SECOND GUST) RISK CATEGORY = III EXPOSURE CATEGORY = C ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT, GC = +/-0.18 PI= +/-0.18 WIND BORNE DEBRIS REGION 6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH WORKMANSHIP SHALL BE IN ACCORDANCE WITH WORKMANSHIP SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH SHALL BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH THE REFERENCED BUILDING CODE. 7. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ALL DIMENSIONS AND ELEVATIONS WITH THE ALL DIMENSIONS AND ELEVATIONS WITH THE DIMENSIONS AND ELEVATIONS WITH THE DIMENSIONS AND ELEVATIONS WITH THE AND ELEVATIONS WITH THE AND ELEVATIONS WITH THE ELEVATIONS WITH THE ELEVATIONS WITH THE WITH THE WITH THE THE THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 8. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND WITH ANY QUESTIONS OR DISCREPANCIES FOUND WITH ANY QUESTIONS OR DISCREPANCIES FOUND ANY QUESTIONS OR DISCREPANCIES FOUND ANY QUESTIONS OR DISCREPANCIES FOUND QUESTIONS OR DISCREPANCIES FOUND QUESTIONS OR DISCREPANCIES FOUND OR DISCREPANCIES FOUND OR DISCREPANCIES FOUND DISCREPANCIES FOUND DISCREPANCIES FOUND FOUND FOUND ON DRAWINGS. 9. SECTIONS AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT SECTIONS AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT ARE REFERENCED IN TYPICAL LOCATIONS BUT ARE REFERENCED IN TYPICAL LOCATIONS BUT REFERENCED IN TYPICAL LOCATIONS BUT REFERENCED IN TYPICAL LOCATIONS BUT IN TYPICAL LOCATIONS BUT IN TYPICAL LOCATIONS BUT TYPICAL LOCATIONS BUT TYPICAL LOCATIONS BUT LOCATIONS BUT LOCATIONS BUT BUT BUT ALSO APPLY TO ALL OTHER SIMILAR CONDITIONS. 10. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND ALL EXISTING DIMENSIONS, ELEVATIONS, AND ALL EXISTING DIMENSIONS, ELEVATIONS, AND EXISTING DIMENSIONS, ELEVATIONS, AND EXISTING DIMENSIONS, ELEVATIONS, AND DIMENSIONS, ELEVATIONS, AND DIMENSIONS, ELEVATIONS, AND ELEVATIONS, AND ELEVATIONS, AND AND AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 11. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO AS REQUIRED HEREIN. ALLOW FOR TWO AS REQUIRED HEREIN. ALLOW FOR TWO REQUIRED HEREIN. ALLOW FOR TWO REQUIRED HEREIN. ALLOW FOR TWO HEREIN. ALLOW FOR TWO HEREIN. ALLOW FOR TWO ALLOW FOR TWO ALLOW FOR TWO FOR TWO FOR TWO TWO TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. RECEIPT OF SUBMITTALS BY THIS FIRM. RECEIPT OF SUBMITTALS BY THIS FIRM. OF SUBMITTALS BY THIS FIRM. OF SUBMITTALS BY THIS FIRM. SUBMITTALS BY THIS FIRM. SUBMITTALS BY THIS FIRM. BY THIS FIRM. BY THIS FIRM. THIS FIRM. THIS FIRM. FIRM. FIRM. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL SHALL BE CHECKED AND SIGNED BY THE GENERAL SHALL BE CHECKED AND SIGNED BY THE GENERAL BE CHECKED AND SIGNED BY THE GENERAL BE CHECKED AND SIGNED BY THE GENERAL CHECKED AND SIGNED BY THE GENERAL CHECKED AND SIGNED BY THE GENERAL AND SIGNED BY THE GENERAL AND SIGNED BY THE GENERAL SIGNED BY THE GENERAL SIGNED BY THE GENERAL BY THE GENERAL BY THE GENERAL THE GENERAL THE GENERAL GENERAL GENERAL CONTRACTOR AND SIGNED/SEALED BY THE DELEGATED ENGINEER, AND SIGNED/SEALED BY THE DELEGATED ENGINEER, AND SIGNED/SEALED BY THE DELEGATED ENGINEER, SIGNED/SEALED BY THE DELEGATED ENGINEER, SIGNED/SEALED BY THE DELEGATED ENGINEER, BY THE DELEGATED ENGINEER, BY THE DELEGATED ENGINEER, THE DELEGATED ENGINEER, THE DELEGATED ENGINEER, DELEGATED ENGINEER, DELEGATED ENGINEER, ENGINEER, ENGINEER, WHERE SPECIFIED HEREIN. 12. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR NOT BE RELIEVED FROM RESPONSIBILITY FOR NOT BE RELIEVED FROM RESPONSIBILITY FOR BE RELIEVED FROM RESPONSIBILITY FOR BE RELIEVED FROM RESPONSIBILITY FOR RELIEVED FROM RESPONSIBILITY FOR RELIEVED FROM RESPONSIBILITY FOR FROM RESPONSIBILITY FOR FROM RESPONSIBILITY FOR RESPONSIBILITY FOR RESPONSIBILITY FOR FOR FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE IN SHOP DRAWINGS OR MIX DESIGNS BY THE IN SHOP DRAWINGS OR MIX DESIGNS BY THE SHOP DRAWINGS OR MIX DESIGNS BY THE SHOP DRAWINGS OR MIX DESIGNS BY THE DRAWINGS OR MIX DESIGNS BY THE DRAWINGS OR MIX DESIGNS BY THE OR MIX DESIGNS BY THE OR MIX DESIGNS BY THE MIX DESIGNS BY THE MIX DESIGNS BY THE DESIGNS BY THE DESIGNS BY THE BY THE BY THE THE THE ENGINEER'S REVIEW THEREOF. 13. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND THE STRUCTURE SHALL HAVE BEEN REVIEWED AND THE STRUCTURE SHALL HAVE BEEN REVIEWED AND STRUCTURE SHALL HAVE BEEN REVIEWED AND STRUCTURE SHALL HAVE BEEN REVIEWED AND SHALL HAVE BEEN REVIEWED AND SHALL HAVE BEEN REVIEWED AND HAVE BEEN REVIEWED AND HAVE BEEN REVIEWED AND BEEN REVIEWED AND BEEN REVIEWED AND REVIEWED AND REVIEWED AND AND AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING IN WRITING BY THE ENGINEER PRIOR TO COMMENCING IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WRITING BY THE ENGINEER PRIOR TO COMMENCING WRITING BY THE ENGINEER PRIOR TO COMMENCING BY THE ENGINEER PRIOR TO COMMENCING BY THE ENGINEER PRIOR TO COMMENCING THE ENGINEER PRIOR TO COMMENCING THE ENGINEER PRIOR TO COMMENCING ENGINEER PRIOR TO COMMENCING ENGINEER PRIOR TO COMMENCING PRIOR TO COMMENCING PRIOR TO COMMENCING TO COMMENCING TO COMMENCING COMMENCING COMMENCING WORK ON ITEMS AFFECTED. 14. CONTRACTOR SHALL NOTIFY THIS OFFICE BEFORE THE STRUCTURAL CONTRACTOR SHALL NOTIFY THIS OFFICE BEFORE THE STRUCTURAL SHALL NOTIFY THIS OFFICE BEFORE THE STRUCTURAL SHALL NOTIFY THIS OFFICE BEFORE THE STRUCTURAL NOTIFY THIS OFFICE BEFORE THE STRUCTURAL NOTIFY THIS OFFICE BEFORE THE STRUCTURAL THIS OFFICE BEFORE THE STRUCTURAL THIS OFFICE BEFORE THE STRUCTURAL OFFICE BEFORE THE STRUCTURAL OFFICE BEFORE THE STRUCTURAL BEFORE THE STRUCTURAL BEFORE THE STRUCTURAL THE STRUCTURAL THE STRUCTURAL STRUCTURAL STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED. 1. AN ENGINEER REGISTERED IN THE STATE OF FLORIDA SHALL DESIGN AN ENGINEER REGISTERED IN THE STATE OF FLORIDA SHALL DESIGN ENGINEER REGISTERED IN THE STATE OF FLORIDA SHALL DESIGN ENGINEER REGISTERED IN THE STATE OF FLORIDA SHALL DESIGN REGISTERED IN THE STATE OF FLORIDA SHALL DESIGN REGISTERED IN THE STATE OF FLORIDA SHALL DESIGN IN THE STATE OF FLORIDA SHALL DESIGN IN THE STATE OF FLORIDA SHALL DESIGN THE STATE OF FLORIDA SHALL DESIGN THE STATE OF FLORIDA SHALL DESIGN STATE OF FLORIDA SHALL DESIGN STATE OF FLORIDA SHALL DESIGN OF FLORIDA SHALL DESIGN OF FLORIDA SHALL DESIGN FLORIDA SHALL DESIGN FLORIDA SHALL DESIGN SHALL DESIGN SHALL DESIGN DESIGN DESIGN RAILING SYSTEM AND CONNECTION OF IT TO THIS STRUCTURE. 2. SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SUBMIT SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE SHOP DRAWINGS BEARING THE EMBOSSED SEAL AND THE DRAWINGS BEARING THE EMBOSSED SEAL AND THE DRAWINGS BEARING THE EMBOSSED SEAL AND THE BEARING THE EMBOSSED SEAL AND THE BEARING THE EMBOSSED SEAL AND THE THE EMBOSSED SEAL AND THE THE EMBOSSED SEAL AND THE EMBOSSED SEAL AND THE EMBOSSED SEAL AND THE SEAL AND THE SEAL AND THE AND THE AND THE THE THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 3. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN OF THE RAILING SYSTEM SHALL BE AS SHOWN OF THE RAILING SYSTEM SHALL BE AS SHOWN THE RAILING SYSTEM SHALL BE AS SHOWN THE RAILING SYSTEM SHALL BE AS SHOWN RAILING SYSTEM SHALL BE AS SHOWN RAILING SYSTEM SHALL BE AS SHOWN SYSTEM SHALL BE AS SHOWN SYSTEM SHALL BE AS SHOWN SHALL BE AS SHOWN SHALL BE AS SHOWN BE AS SHOWN BE AS SHOWN AS SHOWN AS SHOWN SHOWN SHOWN ON THE ARCHITECTURAL DRAWINGS. 4. RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR RAILING SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR SYSTEM AND CONNECTIONS SHALL BE DESIGNED FOR AND CONNECTIONS SHALL BE DESIGNED FOR AND CONNECTIONS SHALL BE DESIGNED FOR CONNECTIONS SHALL BE DESIGNED FOR CONNECTIONS SHALL BE DESIGNED FOR SHALL BE DESIGNED FOR SHALL BE DESIGNED FOR BE DESIGNED FOR BE DESIGNED FOR DESIGNED FOR DESIGNED FOR FOR FOR APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE LOADS AS INDICATED ON THE PLANS AND IN THE LOADS AS INDICATED ON THE PLANS AND IN THE AS INDICATED ON THE PLANS AND IN THE AS INDICATED ON THE PLANS AND IN THE INDICATED ON THE PLANS AND IN THE INDICATED ON THE PLANS AND IN THE ON THE PLANS AND IN THE ON THE PLANS AND IN THE THE PLANS AND IN THE THE PLANS AND IN THE PLANS AND IN THE PLANS AND IN THE AND IN THE AND IN THE IN THE IN THE THE THE BUILDING CODE. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP CODE. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP CODE. THE LOADS SHALL BE CLEARLY INDICATED ON SHOP THE LOADS SHALL BE CLEARLY INDICATED ON SHOP THE LOADS SHALL BE CLEARLY INDICATED ON SHOP THE LOADS SHALL BE CLEARLY INDICATED ON SHOP LOADS SHALL BE CLEARLY INDICATED ON SHOP LOADS SHALL BE CLEARLY INDICATED ON SHOP SHALL BE CLEARLY INDICATED ON SHOP SHALL BE CLEARLY INDICATED ON SHOP BE CLEARLY INDICATED ON SHOP BE CLEARLY INDICATED ON SHOP CLEARLY INDICATED ON SHOP CLEARLY INDICATED ON SHOP INDICATED ON SHOP INDICATED ON SHOP ON SHOP ON SHOP SHOP SHOP DRAWINGS. 5. SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED SHOP DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED DRAWINGS SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED SHALL SHOW AND SPECIFY CONNECTIONS UTILIZED SHOW AND SPECIFY CONNECTIONS UTILIZED SHOW AND SPECIFY CONNECTIONS UTILIZED AND SPECIFY CONNECTIONS UTILIZED AND SPECIFY CONNECTIONS UTILIZED SPECIFY CONNECTIONS UTILIZED SPECIFY CONNECTIONS UTILIZED CONNECTIONS UTILIZED CONNECTIONS UTILIZED UTILIZED UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND RAILING SYSTEM AS WELL AS CONNECTIONS TO AND RAILING SYSTEM AS WELL AS CONNECTIONS TO AND SYSTEM AS WELL AS CONNECTIONS TO AND SYSTEM AS WELL AS CONNECTIONS TO AND AS WELL AS CONNECTIONS TO AND AS WELL AS CONNECTIONS TO AND WELL AS CONNECTIONS TO AND WELL AS CONNECTIONS TO AND AS CONNECTIONS TO AND AS CONNECTIONS TO AND CONNECTIONS TO AND CONNECTIONS TO AND TO AND TO AND AND AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE UPON THE STRUCTURAL SYSTEM SHOWN ON THESE UPON THE STRUCTURAL SYSTEM SHOWN ON THESE THE STRUCTURAL SYSTEM SHOWN ON THESE THE STRUCTURAL SYSTEM SHOWN ON THESE STRUCTURAL SYSTEM SHOWN ON THESE STRUCTURAL SYSTEM SHOWN ON THESE SYSTEM SHOWN ON THESE SYSTEM SHOWN ON THESE SHOWN ON THESE SHOWN ON THESE ON THESE ON THESE THESE THESE PLANS. 1. WHERE NOTED HEREIN, A LICENSED PROFESSIONAL (DELEGATED) WHERE NOTED HEREIN, A LICENSED PROFESSIONAL (DELEGATED) NOTED HEREIN, A LICENSED PROFESSIONAL (DELEGATED) NOTED HEREIN, A LICENSED PROFESSIONAL (DELEGATED) HEREIN, A LICENSED PROFESSIONAL (DELEGATED) HEREIN, A LICENSED PROFESSIONAL (DELEGATED) A LICENSED PROFESSIONAL (DELEGATED) A LICENSED PROFESSIONAL (DELEGATED) LICENSED PROFESSIONAL (DELEGATED) LICENSED PROFESSIONAL (DELEGATED) PROFESSIONAL (DELEGATED) PROFESSIONAL (DELEGATED) (DELEGATED) (DELEGATED) ENGINEER SHALL BE RETAINED TO DESIGN THE PRODUCT OR SHALL BE RETAINED TO DESIGN THE PRODUCT OR SHALL BE RETAINED TO DESIGN THE PRODUCT OR BE RETAINED TO DESIGN THE PRODUCT OR BE RETAINED TO DESIGN THE PRODUCT OR RETAINED TO DESIGN THE PRODUCT OR RETAINED TO DESIGN THE PRODUCT OR TO DESIGN THE PRODUCT OR TO DESIGN THE PRODUCT OR DESIGN THE PRODUCT OR DESIGN THE PRODUCT OR THE PRODUCT OR THE PRODUCT OR PRODUCT OR PRODUCT OR OR OR ASSEMBLY. 2. THE DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF THE DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF SHALL BE EXPERIENCED IN THE DESIGN OF SHALL BE EXPERIENCED IN THE DESIGN OF BE EXPERIENCED IN THE DESIGN OF BE EXPERIENCED IN THE DESIGN OF EXPERIENCED IN THE DESIGN OF EXPERIENCED IN THE DESIGN OF IN THE DESIGN OF IN THE DESIGN OF THE DESIGN OF THE DESIGN OF DESIGN OF DESIGN OF OF OF THE REFERENCED PRODUCT OR ASSEMBLY. 3. THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF ENGINEER MUST BE PROVIDED WITH A COPY OF ENGINEER MUST BE PROVIDED WITH A COPY OF MUST BE PROVIDED WITH A COPY OF MUST BE PROVIDED WITH A COPY OF BE PROVIDED WITH A COPY OF BE PROVIDED WITH A COPY OF PROVIDED WITH A COPY OF PROVIDED WITH A COPY OF WITH A COPY OF WITH A COPY OF A COPY OF A COPY OF COPY OF COPY OF OF OF THESE DRAWINGS AND SPECIFICATIONS. 4. IT IS THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE IT IS THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE IS THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE IS THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE ENGINEER'S RESPONSIBILITY TO REVIEW THE ENGINEER'S RESPONSIBILITY TO REVIEW THE RESPONSIBILITY TO REVIEW THE RESPONSIBILITY TO REVIEW THE TO REVIEW THE TO REVIEW THE REVIEW THE REVIEW THE THE THE ENGINEER OF RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND OF RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND OF RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND WRITTEN ENGINEERING REQUIREMENTS AND WRITTEN ENGINEERING REQUIREMENTS AND ENGINEERING REQUIREMENTS AND ENGINEERING REQUIREMENTS AND REQUIREMENTS AND REQUIREMENTS AND AND AND AUTHORIZATION FOR THE DELEGATED ENGINEERING DOCUMENT TO FOR THE DELEGATED ENGINEERING DOCUMENT TO FOR THE DELEGATED ENGINEERING DOCUMENT TO THE DELEGATED ENGINEERING DOCUMENT TO THE DELEGATED ENGINEERING DOCUMENT TO DELEGATED ENGINEERING DOCUMENT TO DELEGATED ENGINEERING DOCUMENT TO ENGINEERING DOCUMENT TO ENGINEERING DOCUMENT TO DOCUMENT TO DOCUMENT TO TO TO DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING. 5. THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE ENGINEERING DOCUMENT SHALL COMPLY WITH THE ENGINEERING DOCUMENT SHALL COMPLY WITH THE DOCUMENT SHALL COMPLY WITH THE DOCUMENT SHALL COMPLY WITH THE SHALL COMPLY WITH THE SHALL COMPLY WITH THE COMPLY WITH THE COMPLY WITH THE WITH THE WITH THE THE THE WRITTEN ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER REQUIREMENTS RECEIVED FROM THE ENGINEER REQUIREMENTS RECEIVED FROM THE ENGINEER RECEIVED FROM THE ENGINEER RECEIVED FROM THE ENGINEER FROM THE ENGINEER FROM THE ENGINEER THE ENGINEER THE ENGINEER ENGINEER ENGINEER OF RECORD. THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND RECORD. THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND RECORD. THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND SHALL INCLUDE THE PROJECT IDENTIFICATION AND SHALL INCLUDE THE PROJECT IDENTIFICATION AND INCLUDE THE PROJECT IDENTIFICATION AND INCLUDE THE PROJECT IDENTIFICATION AND THE PROJECT IDENTIFICATION AND THE PROJECT IDENTIFICATION AND PROJECT IDENTIFICATION AND PROJECT IDENTIFICATION AND IDENTIFICATION AND IDENTIFICATION AND AND AND THE CRITERIA USED AS A BASIS FOR ITS PREPARATION. IF A CRITERIA USED AS A BASIS FOR ITS PREPARATION. IF A CRITERIA USED AS A BASIS FOR ITS PREPARATION. IF A USED AS A BASIS FOR ITS PREPARATION. IF A USED AS A BASIS FOR ITS PREPARATION. IF A AS A BASIS FOR ITS PREPARATION. IF A AS A BASIS FOR ITS PREPARATION. IF A A BASIS FOR ITS PREPARATION. IF A A BASIS FOR ITS PREPARATION. IF A BASIS FOR ITS PREPARATION. IF A BASIS FOR ITS PREPARATION. IF A FOR ITS PREPARATION. IF A FOR ITS PREPARATION. IF A ITS PREPARATION. IF A ITS PREPARATION. IF A PREPARATION. IF A PREPARATION. IF A IF A IF A IF A A A DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR DETERMINES THERE ARE DETAILS, FEATURES OR DETERMINES THERE ARE DETAILS, FEATURES OR THERE ARE DETAILS, FEATURES OR THERE ARE DETAILS, FEATURES OR ARE DETAILS, FEATURES OR ARE DETAILS, FEATURES OR DETAILS, FEATURES OR DETAILS, FEATURES OR FEATURES OR FEATURES OR OR OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN LIMITS WHICH CONFLICT WITH THE WRITTEN LIMITS WHICH CONFLICT WITH THE WRITTEN WHICH CONFLICT WITH THE WRITTEN WHICH CONFLICT WITH THE WRITTEN CONFLICT WITH THE WRITTEN CONFLICT WITH THE WRITTEN WITH THE WRITTEN WITH THE WRITTEN THE WRITTEN THE WRITTEN WRITTEN WRITTEN ENGINEERING REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, PROVIDED BY THE ENGINEER OF RECORD, PROVIDED BY THE ENGINEER OF RECORD, BY THE ENGINEER OF RECORD, BY THE ENGINEER OF RECORD, THE ENGINEER OF RECORD, THE ENGINEER OF RECORD, ENGINEER OF RECORD, ENGINEER OF RECORD, OF RECORD, OF RECORD, RECORD, RECORD, THE DELEGATED ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF DELEGATED ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF DELEGATED ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF SHALL TIMELY CONTACT THE ENGINEER OF SHALL TIMELY CONTACT THE ENGINEER OF TIMELY CONTACT THE ENGINEER OF TIMELY CONTACT THE ENGINEER OF CONTACT THE ENGINEER OF CONTACT THE ENGINEER OF THE ENGINEER OF THE ENGINEER OF ENGINEER OF ENGINEER OF OF OF RECORD FOR RESOLUTION OF CONFLICTS. 6. THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED DELEGATED ENGINEER SHALL FORWARD THE DELEGATED DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED SHALL FORWARD THE DELEGATED SHALL FORWARD THE DELEGATED FORWARD THE DELEGATED FORWARD THE DELEGATED THE DELEGATED THE DELEGATED DELEGATED DELEGATED ENGINEERING DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. TO THE ENGINEER OF RECORD FOR REVIEW. TO THE ENGINEER OF RECORD FOR REVIEW. THE ENGINEER OF RECORD FOR REVIEW. THE ENGINEER OF RECORD FOR REVIEW. ENGINEER OF RECORD FOR REVIEW. ENGINEER OF RECORD FOR REVIEW. OF RECORD FOR REVIEW. OF RECORD FOR REVIEW. RECORD FOR REVIEW. RECORD FOR REVIEW. FOR REVIEW. FOR REVIEW. REVIEW. REVIEW. ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE DELEGATED ENGINEERING DOCUMENTS REQUIRE THE DELEGATED ENGINEERING DOCUMENTS REQUIRE THE ENGINEERING DOCUMENTS REQUIRE THE ENGINEERING DOCUMENTS REQUIRE THE DOCUMENTS REQUIRE THE DOCUMENTS REQUIRE THE REQUIRE THE REQUIRE THE THE THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AND SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AND SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AND AND SIGNATURE OF THE DELEGATED ENGINEER AND AND SIGNATURE OF THE DELEGATED ENGINEER AND SIGNATURE OF THE DELEGATED ENGINEER AND SIGNATURE OF THE DELEGATED ENGINEER AND OF THE DELEGATED ENGINEER AND OF THE DELEGATED ENGINEER AND THE DELEGATED ENGINEER AND THE DELEGATED ENGINEER AND DELEGATED ENGINEER AND DELEGATED ENGINEER AND ENGINEER AND ENGINEER AND AND AND INCLUDE: A) DRAWINGS INTRODUCING ENGINEERING INPUT SUCH AS DEFINING DRAWINGS INTRODUCING ENGINEERING INPUT SUCH AS DEFINING INTRODUCING ENGINEERING INPUT SUCH AS DEFINING INTRODUCING ENGINEERING INPUT SUCH AS DEFINING ENGINEERING INPUT SUCH AS DEFINING ENGINEERING INPUT SUCH AS DEFINING INPUT SUCH AS DEFINING INPUT SUCH AS DEFINING SUCH AS DEFINING SUCH AS DEFINING AS DEFINING AS DEFINING DEFINING DEFINING THE CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL OR STRUCTURAL CAPACITY OF STRUCTURAL OR STRUCTURAL CAPACITY OF STRUCTURAL STRUCTURAL CAPACITY OF STRUCTURAL STRUCTURAL CAPACITY OF STRUCTURAL CAPACITY OF STRUCTURAL CAPACITY OF STRUCTURAL OF STRUCTURAL OF STRUCTURAL STRUCTURAL STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL AND/OR THEIR ASSEMBLY INTO STRUCTURAL AND/OR THEIR ASSEMBLY INTO STRUCTURAL THEIR ASSEMBLY INTO STRUCTURAL THEIR ASSEMBLY INTO STRUCTURAL ASSEMBLY INTO STRUCTURAL ASSEMBLY INTO STRUCTURAL INTO STRUCTURAL INTO STRUCTURAL STRUCTURAL STRUCTURAL SYSTEMS. B) CALCULATIONS. CALCULATIONS. 1. A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT HAS BEEN COMPLETED AT THE PROJECT HAS BEEN COMPLETED AT THE PROJECT BEEN COMPLETED AT THE PROJECT BEEN COMPLETED AT THE PROJECT COMPLETED AT THE PROJECT COMPLETED AT THE PROJECT AT THE PROJECT AT THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT SITE BY AREHNA ENGINNERING, INC. SOIL BORING LOGS AND SITE BY AREHNA ENGINNERING, INC. SOIL BORING LOGS AND SITE BY AREHNA ENGINNERING, INC. SOIL BORING LOGS AND SITE AREHNA ENGINNERING, INC. SOIL BORING LOGS AND SITE AREHNA ENGINNERING, INC. SOIL BORING LOGS AND SITE ENGINNERING, INC. SOIL BORING LOGS AND SITE ENGINNERING, INC. SOIL BORING LOGS AND SITE INC. SOIL BORING LOGS AND SITE INC. SOIL BORING LOGS AND SITE SOIL BORING LOGS AND SITE SOIL BORING LOGS AND SITE BORING LOGS AND SITE BORING LOGS AND SITE LOGS AND SITE LOGS AND SITE AND SITE AND SITE SITE SITE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS PROCEDURES ARE INCLUDED IN THE PROJECT SOILS PROCEDURES ARE INCLUDED IN THE PROJECT SOILS ARE INCLUDED IN THE PROJECT SOILS ARE INCLUDED IN THE PROJECT SOILS INCLUDED IN THE PROJECT SOILS INCLUDED IN THE PROJECT SOILS IN THE PROJECT SOILS IN THE PROJECT SOILS THE PROJECT SOILS THE PROJECT SOILS PROJECT SOILS PROJECT SOILS SOILS SOILS REPORT, DATED 5/31/2024, WHICH IS AN INTEGRAL PART OF THESE DATED 5/31/2024, WHICH IS AN INTEGRAL PART OF THESE DATED 5/31/2024, WHICH IS AN INTEGRAL PART OF THESE 5/31/2024, WHICH IS AN INTEGRAL PART OF THESE 5/31/2024, WHICH IS AN INTEGRAL PART OF THESE WHICH IS AN INTEGRAL PART OF THESE WHICH IS AN INTEGRAL PART OF THESE IS AN INTEGRAL PART OF THESE IS AN INTEGRAL PART OF THESE AN INTEGRAL PART OF THESE AN INTEGRAL PART OF THESE INTEGRAL PART OF THESE INTEGRAL PART OF THESE PART OF THESE PART OF THESE OF THESE OF THESE THESE THESE CONTRACT DOCUMENTS. 2. SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE SHALL BE DONE IN STRICT ACCORDANCE WITH THE SHALL BE DONE IN STRICT ACCORDANCE WITH THE BE DONE IN STRICT ACCORDANCE WITH THE BE DONE IN STRICT ACCORDANCE WITH THE DONE IN STRICT ACCORDANCE WITH THE DONE IN STRICT ACCORDANCE WITH THE IN STRICT ACCORDANCE WITH THE IN STRICT ACCORDANCE WITH THE STRICT ACCORDANCE WITH THE STRICT ACCORDANCE WITH THE ACCORDANCE WITH THE ACCORDANCE WITH THE WITH THE WITH THE THE THE PROJECT SOILS REPORT. 3. CONTRACTOR SHALL REVIEW THE SOILS REPORT AND VERIFY THAT CONTRACTOR SHALL REVIEW THE SOILS REPORT AND VERIFY THAT SHALL REVIEW THE SOILS REPORT AND VERIFY THAT SHALL REVIEW THE SOILS REPORT AND VERIFY THAT REVIEW THE SOILS REPORT AND VERIFY THAT REVIEW THE SOILS REPORT AND VERIFY THAT THE SOILS REPORT AND VERIFY THAT THE SOILS REPORT AND VERIFY THAT SOILS REPORT AND VERIFY THAT SOILS REPORT AND VERIFY THAT REPORT AND VERIFY THAT REPORT AND VERIFY THAT AND VERIFY THAT AND VERIFY THAT VERIFY THAT VERIFY THAT THAT THAT TEST BORINGS HAVE BEEN DONE UNDER ALL BUILDING(S) PRIOR TO BORINGS HAVE BEEN DONE UNDER ALL BUILDING(S) PRIOR TO BORINGS HAVE BEEN DONE UNDER ALL BUILDING(S) PRIOR TO HAVE BEEN DONE UNDER ALL BUILDING(S) PRIOR TO HAVE BEEN DONE UNDER ALL BUILDING(S) PRIOR TO BEEN DONE UNDER ALL BUILDING(S) PRIOR TO BEEN DONE UNDER ALL BUILDING(S) PRIOR TO DONE UNDER ALL BUILDING(S) PRIOR TO DONE UNDER ALL BUILDING(S) PRIOR TO UNDER ALL BUILDING(S) PRIOR TO UNDER ALL BUILDING(S) PRIOR TO ALL BUILDING(S) PRIOR TO ALL BUILDING(S) PRIOR TO BUILDING(S) PRIOR TO BUILDING(S) PRIOR TO PRIOR TO PRIOR TO TO TO BEGINNING EARTHWORK. 4. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM TESTING LABORATORY SHALL BE RETAINED TO PERFORM TESTING LABORATORY SHALL BE RETAINED TO PERFORM LABORATORY SHALL BE RETAINED TO PERFORM LABORATORY SHALL BE RETAINED TO PERFORM SHALL BE RETAINED TO PERFORM SHALL BE RETAINED TO PERFORM BE RETAINED TO PERFORM BE RETAINED TO PERFORM RETAINED TO PERFORM RETAINED TO PERFORM TO PERFORM TO PERFORM PERFORM PERFORM THE FOLLOWING MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY FOLLOWING MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY FOLLOWING MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY TESTS. REFER TO SOILS REPORT FOR ANY TESTS. REFER TO SOILS REPORT FOR ANY REFER TO SOILS REPORT FOR ANY REFER TO SOILS REPORT FOR ANY REFER TO SOILS REPORT FOR ANY TO SOILS REPORT FOR ANY TO SOILS REPORT FOR ANY SOILS REPORT FOR ANY SOILS REPORT FOR ANY REPORT FOR ANY REPORT FOR ANY FOR ANY FOR ANY ANY ANY ADDITIONAL TESTING. A) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND COMPACTED FILL. SUBGRADE AND COMPACTED FILL. B) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. 5. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO ALL TEST REPORTS SHALL BE SENT DIRECTLY TO ALL TEST REPORTS SHALL BE SENT DIRECTLY TO TEST REPORTS SHALL BE SENT DIRECTLY TO TEST REPORTS SHALL BE SENT DIRECTLY TO REPORTS SHALL BE SENT DIRECTLY TO REPORTS SHALL BE SENT DIRECTLY TO SHALL BE SENT DIRECTLY TO SHALL BE SENT DIRECTLY TO BE SENT DIRECTLY TO BE SENT DIRECTLY TO SENT DIRECTLY TO SENT DIRECTLY TO DIRECTLY TO DIRECTLY TO TO TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL STRUCTURAL ENGINEER, AND GENERAL STRUCTURAL ENGINEER, AND GENERAL ENGINEER, AND GENERAL ENGINEER, AND GENERAL AND GENERAL AND GENERAL GENERAL GENERAL CONTRACTOR. 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST THAT RETAIN EARTH SHALL BE BRACED AGAINST THAT RETAIN EARTH SHALL BE BRACED AGAINST RETAIN EARTH SHALL BE BRACED AGAINST RETAIN EARTH SHALL BE BRACED AGAINST EARTH SHALL BE BRACED AGAINST EARTH SHALL BE BRACED AGAINST SHALL BE BRACED AGAINST SHALL BE BRACED AGAINST BE BRACED AGAINST BE BRACED AGAINST BRACED AGAINST BRACED AGAINST AGAINST AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM UNTIL FLOOR SLABS AT TOP AND BOTTOM UNTIL FLOOR SLABS AT TOP AND BOTTOM FLOOR SLABS AT TOP AND BOTTOM FLOOR SLABS AT TOP AND BOTTOM SLABS AT TOP AND BOTTOM SLABS AT TOP AND BOTTOM AT TOP AND BOTTOM AT TOP AND BOTTOM TOP AND BOTTOM TOP AND BOTTOM AND BOTTOM AND BOTTOM BOTTOM BOTTOM ARE IN PLACE. 7. THE SIDES OF FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION THE SIDES OF FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION SIDES OF FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION SIDES OF FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION OF FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION OF FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION FOOTINGS MAY BE EARTH_FORMED IF THE EXCAVATION MAY BE EARTH_FORMED IF THE EXCAVATION MAY BE EARTH_FORMED IF THE EXCAVATION BE EARTH_FORMED IF THE EXCAVATION BE EARTH_FORMED IF THE EXCAVATION EARTH_FORMED IF THE EXCAVATION EARTH_FORMED IF THE EXCAVATION IF THE EXCAVATION IF THE EXCAVATION THE EXCAVATION THE EXCAVATION EXCAVATION EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD CLEAN, AND STABLE, OTHERWISE, PLYWOOD CLEAN, AND STABLE, OTHERWISE, PLYWOOD AND STABLE, OTHERWISE, PLYWOOD AND STABLE, OTHERWISE, PLYWOOD STABLE, OTHERWISE, PLYWOOD STABLE, OTHERWISE, PLYWOOD OTHERWISE, PLYWOOD OTHERWISE, PLYWOOD PLYWOOD PLYWOOD FORMS MUST BE USED. 8. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. WHEN COMPACTING NEAR ADJACENT STRUCTURES. WHEN COMPACTING NEAR ADJACENT STRUCTURES. COMPACTING NEAR ADJACENT STRUCTURES. COMPACTING NEAR ADJACENT STRUCTURES. NEAR ADJACENT STRUCTURES. NEAR ADJACENT STRUCTURES. ADJACENT STRUCTURES. ADJACENT STRUCTURES. STRUCTURES. STRUCTURES. FOLLOW THE RECOMMENDATIONS IN THE SOILS REPORT AND THE RECOMMENDATIONS IN THE SOILS REPORT AND THE RECOMMENDATIONS IN THE SOILS REPORT AND RECOMMENDATIONS IN THE SOILS REPORT AND RECOMMENDATIONS IN THE SOILS REPORT AND IN THE SOILS REPORT AND IN THE SOILS REPORT AND THE SOILS REPORT AND THE SOILS REPORT AND SOILS REPORT AND SOILS REPORT AND REPORT AND REPORT AND AND AND DOCUMENT EXISTING CONDITIONS WITH PHOTOGRAPHS PRIOR TO EXISTING CONDITIONS WITH PHOTOGRAPHS PRIOR TO EXISTING CONDITIONS WITH PHOTOGRAPHS PRIOR TO CONDITIONS WITH PHOTOGRAPHS PRIOR TO CONDITIONS WITH PHOTOGRAPHS PRIOR TO WITH PHOTOGRAPHS PRIOR TO WITH PHOTOGRAPHS PRIOR TO PHOTOGRAPHS PRIOR TO PHOTOGRAPHS PRIOR TO PRIOR TO PRIOR TO TO TO STARTING WORK. 9. CONTRACTOR TO CONFIRM LOCATIONS AND DEPTHS OF ALL UTILITY CONTRACTOR TO CONFIRM LOCATIONS AND DEPTHS OF ALL UTILITY TO CONFIRM LOCATIONS AND DEPTHS OF ALL UTILITY TO CONFIRM LOCATIONS AND DEPTHS OF ALL UTILITY CONFIRM LOCATIONS AND DEPTHS OF ALL UTILITY CONFIRM LOCATIONS AND DEPTHS OF ALL UTILITY LOCATIONS AND DEPTHS OF ALL UTILITY LOCATIONS AND DEPTHS OF ALL UTILITY AND DEPTHS OF ALL UTILITY AND DEPTHS OF ALL UTILITY DEPTHS OF ALL UTILITY DEPTHS OF ALL UTILITY OF ALL UTILITY OF ALL UTILITY ALL UTILITY ALL UTILITY UTILITY UTILITY LINES WITHIN THE CONSTRUCTION AREA IN THE FIELD PRIOR TO WITHIN THE CONSTRUCTION AREA IN THE FIELD PRIOR TO WITHIN THE CONSTRUCTION AREA IN THE FIELD PRIOR TO THE CONSTRUCTION AREA IN THE FIELD PRIOR TO THE CONSTRUCTION AREA IN THE FIELD PRIOR TO CONSTRUCTION AREA IN THE FIELD PRIOR TO CONSTRUCTION AREA IN THE FIELD PRIOR TO AREA IN THE FIELD PRIOR TO AREA IN THE FIELD PRIOR TO IN THE FIELD PRIOR TO IN THE FIELD PRIOR TO THE FIELD PRIOR TO THE FIELD PRIOR TO FIELD PRIOR TO FIELD PRIOR TO PRIOR TO PRIOR TO TO TO CONSTRUCTION. 1.

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