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Plan Review Details - Permit 12040748

Plan Review Stops For Permit 12040748

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	P	Date	2012-06-14			Cont ID
Sent By	jwitmer			Date	2012-06-14	Time	16:20	Rev Time	0.00
Received By	jwitmer			Date	2012-06-14	Time	16:20	Sent To

Notes

2012-06-14 16:24:49	GEOTECHNICAL ENGINEERING SEREVICES REPORT
	TIERRA SOUTH FLORIDA
	NO. 7111-11-140

	HJ FOUNDATION REPORT
	DOWN -TO-EARTH CONSULTING
	D2E PROJECT NO: 12-1160LETTER REPORT
	EVALUATION OF PILE LOAD TEST (AUGOR PILE) 16"/ 50'-0"

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2012-05-23			Cont ID
Sent By	jwitmer			Date	2012-05-23	Time	16:30	Rev Time	0.00
Received By	jwitmer			Date	2012-05-17	Time	15:31	Sent To

Notes

2012-05-23 16:54:05	BUILDING PLAN REVIEW
	PERMIT: 12040748
	ADD: 6651 N JOG RD
	CONT: KBR CONSTRUCTION
	TEL: (561)691-4552 MICHAEL SANCHEZ

	2010 FLORIDA BUILDING CODE W
	* WEST PALM BEACH ADMINISTRATIVE AMENDMENTS

	1ST REVIEW
	ACTION: DENIED

	1) THE GEOTECHNICAL REPORT C33-C-D408 REV. AND REVISION
	3 PAGE 4 OF 7 INDICATE A LOAD TESTING PROGRAM SHALL BE
	CONDUCTED PRIOR TO THE INSTALATION OF PRODUCTION PILE,
	INDIVIDUAL TEST PILES SHALL BE LOADED TO NOT LESS THAN
	200 PERCENT OF THE DESIGN CAPACITY AND PREFERABLY,
	SHALL BE LOADED TO FAILURE IF HIGHER DESIGN VALUES ARE
	TO BE ASSESSED. THE LOAD TEST SHALL BE PREFORMED IN
	GENERAL ACCORDANCE WITH THE REQUIREMENTS OF ASTM D 1143
	AND SHALL BE CONDUCTED BY A QUALIFIED GEOTECHNICAL
	ENGINEER EXPERIENCED IN PILE FOUNDATIONS.

	A TENSION TEST SHALL BE REQUIRED FOR THE ANCHORS IF
	PILES ARE LOADED IN TENSION. THEY SHALL BE PREFORMED IN
	ACCORDANCE WITH ASTM D3689.

	ALATERAL LOAD TEST SHALL BE REQUIRED. THE LATERAL LOAD
	TEST SHALL BE PREFORMED IN ACCORDANCE WITH ASTM D3966.

	THE PILING CONTRACTOR SHALL SUBMIT THE TESTING
	PROCEDURE TO TTHE OWNER FOR APPROVAL BEFORE TESTING.

	2010 FBC-B 1810.3.3.1.4 ALSO INDICATES THE LOAD TEST
	NEED TO BE COMPLETED, WE NEED RESULTS TO CONFIRM VALUES
	OF LOAD TEST IN ACCORDANCE WITH SECTION 1810.3.3.1.2.

	PLEASE PROVIDE THE RESULTS FROM THE TEST PILES AND
	CONFIRMED VALUES FROM THE GEOTECHNICAL ENGINEER
	CONFIRMING THE ANTICAPATED LOADS AND DESIGN ARE CODE
	COMPLIANT.

	JAMES A. WITMER CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

	CONSTRUCTION SERVICES HOME PAGE
	HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	N	Date	2012-06-13		Cont ID
Sent By	mgonzale			Date	2012-06-13	Time	Rev Time	0.50
Received By	mgonzale			Date	2012-06-13	Time	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2012-05-23			Cont ID
Sent By	rregueir			Date	2012-05-23	Time	14:58	Rev Time	0.00
Received By	rregueir			Date	2012-05-16	Time	14:58	Sent To

Notes

2012-05-23 14:59:36	OK PER DERRICK DANIELS ON 5/16/12. THIS REVIEW FOR
	PILINGS ONLY.

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2012-06-14			Cont ID
Sent By	jwitmer			Date	2012-06-14	Time	16:25	Rev Time	0.00
Received By	jwitmer			Date	2012-05-17	Time	13:57	Sent To

Notes

2012-05-23 13:58:35

**DIGITAL** THIS REVIEW CYCLE FOR PILINGS ONLY.

Review Stop	SIGNATURE			ELECTRONIC SIGNATURE SHEET
Rev No	1	Status	P	Date	2012-06-18			Cont ID
Sent By	rregueir			Date	2012-06-18	Time	13:49	Rev Time	0.00
Received By	rregueir			Date	2012-06-18	Time	13:49	Sent To

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	1	Status	P	Date	2012-05-23			Cont ID
Sent By	eschneid			Date	2012-05-23	Time	10:14	Rev Time	0.75
Received By	eschneid			Date	2012-05-23	Time	10:14	Sent To

Notes

2012-05-23 10:17:12	PASSED

	THIS IS THE PILING REVIEW. THE STRUCTURES SHOWN ON THE
	KEY PLAN GENERALLY COMPLY WITH THE APPROVED SITE PLAN.
	PLEASE NOTE THAT BASED ON PREVIOUSLY IDENTIFIED CHANGES
	TO THE APPROVED SITE PLAN, THE AS-BUILT PLANS (WITH
	ZONING COMPLIANT CHANGES) WILL NEED TO BE SUBMITTED TO
	THE PLANNING DIVISION AS A SITE PLAN AMENDMENT.