HomeMy WebLinkAbout2020-11-16_Best-Western_Drawings_Rev.0-(Stamped).KH Comments FJ Submittal #03 0130-6.0
struc 03 0130 - CONCRETE
REHABILITATION
Structural Preservation Systems,LLC Project:428374- Best Western at Port St Lucie Walkway
2001 Blount Road 7900 S US Hwy 1
Pompano Beach,Florida 33069 Port St. Lucie, Florida 34952
Phone:954-984-9555
Fax:954-984-9559
Submittal #7 - Shoring Design
REVISION: 0 SUBMITTAL MANAGER: Jean-Simon Berube (STRUCTURAL-
Florida)
STATUS: Open DATE CREATED: 11/17/2020
ISSUE DATE: 11/17/2020 SPEC SECTION: 03 0130-CONCRETE REHABILITATION
RESPONSIBLE STRUCTURAL-Florida RECEIVED FROM: Jean-Simon Berube
CONTRACTOR:
RECEIVED DATE: 11/17/2020 SUBMIT BY: 11/17/2020
FINAL DUE DATE: 11/18/2020 LOCATION:
COST CODE:
TYPE: Shop Drawing
APPROVERS: Leetal Dana(Kimley Horn),Noel Ramirez(Kimley Horn)
BALL IN COURT:
Leetal Dana(Kimley Horn), Noel Ramirez(Kimley Horn)
DISTRIBUTION:
DESCRIPTION:
Signed and sealed shoring design for concrete repairs.
SUBMITTAL WORKFLOW
NAME SENT DATE DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS
DATE
General 2020-11-16 Best
Information Western_Drawings Rev.0
Attachments (Stamped).pdf
Leetal Dana 11/17/2020 11/18/2020 Pending
Noel Ramirez 11/17/2020 11/18/2020 Pending
® No Exceptions Taken ❑ Revise and Resubmit
❑ Exceptions Noted ❑ Rejected
Approval is only for conformance with the design con-
cept of the project and general compliance with the
information given in our Plans and Specifications.
Contractor is responsible for dimensions to be
confirmed and correlated at the job site; for
information that pertains to the fabrication processes
or to techniques of construction; and for conformance
to the requirements of the plans and specifications.
KIMLEY-HORN AND ASSOCIATES, INC.
Date 11/17/2020 By Noel Ramirez _
BY DATE COPIES TO
Structural Preservation Systems, LLC Page 1 of 1 Printed On: 11/18/2020 12:05 PM
GENERAL NOTES: P°
1. STRUCTURAL TECHNOLOGIES' SCOPE OF WORK IS LIMITED TO THE DEVELOPMENT OF SHORING LAYOUT
FOR THE PARTIAL DEPTH REPAIRS OF THE SLAB AREAS ON LEVEL 2 AT THE BEST WESTERN HOTEL (NORTH
AND SOUTH BUILDINGS), IN PORT ST. LUCIE, FL. 2
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2. THE SLAB AREAS TO BE REPAIRED WERE PROVIDED IN DRAWING SHEETS S-101 AND S-102 (DATED
8/19/2020) BY KIMLEY-HORN &ASSOCIATES, IN CORAL GABLES, FL,THE ENGINEER OF RECORD FOR THIS
PROJECT.
3. NO WARRANTY EXPRESSED OR IMPLIED TO THE ADEQUACY AND CODE COMPLIANCE OF THE EXISTING
STRUCTURE IS MADE BY VIRTUE OF THIS SUBMITTAL. THIS DESIGN IS NOT TO BE USED UNLESS APPROVED F
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BY THE ENGINEER OF RECORD, AND STRUCTURAL TECHNOLOGIES STRONGPOINT DISCLAIMS ANY LIABILITY a
FOR DESIGN OR DETAILS OF OTHERS. c
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SHORING NOTES:
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1. SHORING DESIGN IS BASED ON THE FOLLOWING LOADS:
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A. SLAB (4 IN. THICK) SELFWEIGHT
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2. SHORING DESIGN IS BASED ON THE ALLOWABLE LOAD CAPACITY FOR SHORING POSTS OF 5,000 LBS a a E.
(MINIMUM). NOTIFY STRUCTURAL TECHNOLOGIES IF SHORING POSTS OF A LOWER CAPACITY ARE USED. 8
3. SHORING POSTS IN THE VICINITY OF REPAIR AREAS SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF o
ANY REPAIR WORK. MAINTAIN SHORING POSTS IN PLACE UNTIL CONCRETE REPAIR MATERIAL HAS CURED. /�
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4. REFER TO DRAWING SHEET S2 AND S3 FOR LAYOUT OF SHORING POSTS AROUND REPAIR AREAS.
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5. READ CAUTIONS AND LIMITATIONS OF THE SHORING EQUIPMENT AND FOLLOW MANUFACTURER'S C.7°z o
INSTRUCTIONS DURING ERECTION, CONSTRUCTION, AND DISMANTLING IN ACCORDANCE WITH OSHA'S �u a o
SAFETY REGULATIONS. y F o
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND o
SEALED BY SILVIA V.ROCCA CAMASCA,PE.ON
LEVEL 2 NORTH BUILDING REPAIR PLAN ` ��LEVEL 2 SOUTH BUILDING REPAIR PLAN ` COPIES
O USING A DIGITAL SIGNATURE. PRINTED
S1 PER DRAWING SHEET S-102(DATED 8/19/2020)BY COPIES OF THIS DOCUMENT ARE NOT CONSIDERED JOB N0: 428374
S1 PER DRAWING SHEET S-101(DATED 8/19/2020)BY PROJECT FOR PER AND SEALED,AND THE SIGNATURE MUST BE
PROJECT FOR VERIFIED ON ANY ELECTRONIC COPIES. SHEET: S1
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FREE END 5 KIP(MIN.)POST 5'-0"(MAX)FREE END
SHORE(TYP.) FREE END
REPAIR AREA
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FOR REPAIRS AT FREE END OF CANTILEVER SLAB,PROVIDE SHORING IF LENGTH OF REPAIR"L"LESS OR EQUAL THAN 5 FT USE ONE IF LENGTH OF REPAIR"L"EXCEEDS 5 FT,PROVIDE POST SHORES AT 5 FT O.C.(MAX.) z
AS REQUIRED TO SUPPORT REPAIR ZONE. POST SHORE. ALONG THE FREE EDGE OF THE SLAB AND ONE POST ON EACH SIDE OF REPAIR AREA.
1 CASE 1: REPAIR AREA AT FREE END 2A CASE 2A: REPAIR AREA AT MIDSPAN 2B CASE 2B: REPAIR AREA AT MIDSPAN $
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11/17/2020 USING A DIGITAL SIGNATURE. PRINTED
COPIES OF THIS DOCUMENT ARE NOT CONSIDERED JOB NO: 428374
SIGNED AND SEALED,AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES. SHEET: S2
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NOTES:
IF LENGTH OF REPAIR"L"IS LESS THAN 3'-0",PROVIDE SHORING TO SUPPORT REPAIR ZONE. s
IF LENGTH OF REPAIR"L"EXCEEDS 3'-0",PROVIDE POST SHORES AT 3-0"O.C.(MAX.)
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SEALED BY SILVIA V.ROCCA CAMASCA,PE.ON m
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COPIES OF THIS DOCUMENT ARE NOT CONSIDERED JOB NO: 428374
SIGNED AND SEALED,AND THE SIGNATURE MUST BE
VERIFIED ON ANY ELECTRONIC COPIES. SHEET: S3