City of West Palm Beach eGovPlus

Plan Review Details - Permit 14100651

Plan Review Stops For Permit 14100651

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2015-04-28			Cont ID
Sent By	jwitmer			Date	2015-04-28	Time	16:40	Rev Time	0.00
Received By	jwitmer			Date	2015-04-28	Time	14:20	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2015-02-27			Cont ID
Sent By	jwitmer			Date	2015-02-27	Time	14:46	Rev Time	0.00
Received By	jwitmer			Date	2015-02-27	Time	12:30	Sent To

Notes

2015-02-27 14:46:29	BUILDING PLAN REVIEW
	PERMIT: 14100651
	ADD: 526 NORTHWOOD
	CONT: K & M CONSTRUCTION
	TEL: (561)383-2817

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	2010 EXISTING BUILDING CODE LEVEL II 701.3
	COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
	SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
	OF THE FLORIDA BUILDING CODE, BUILDING.

	IMPORTANT NOTICE: EFFECTIVE MAY 11, 2015
	ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED
	ELECTRONICALLY
	UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS
	SUBMISSION OPTIONS ARE AS FOLLOWS:
	1 UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL
	SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
	THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
	2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL
	SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED
	NAMING CONVENTION FOR EACH DOCUMENT
	3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER
	DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE
	REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
	4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT
	TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS
	ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES
	AVAILABLE

	2ND REVIEW
	DATE: FRI. FEB. 27/ 2015
	ACTION: DENIED

	1) COMPLIED.

	2) 2ND REQUEST, SEMI-COMPLIED. THE PLANS INDICATE A 146
	MPH WIND SPEED. THE PLANS DO NOT STATE IF THIS WIND
	SPEED IS IN VULT OR VASD. THE PRESSURES PROVIDED
	INDICATES A C EXPOSURE, TAKEN AT 30 FEET AND WORST CASE
	SCENARIO OR WALL ZONE 5 FOR 10 SQ. FT. THE PRESSURES
	WOULD EQUATE TO 132 MPH VASD NOT A 146MPH. 2010 FBC-B
	1609.1.5 & 1609.1.2.3.1.

	3) 2ND REQUEST. 2010 FBC 107.3.4.1 PRODUCT APPROVALS.
	THOSE PRODUCTS WHICH ARE REGULATED BY THE DCA RULE
	9N-03 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
	DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
	JURISDICTIONAL APPROVAL.
	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC..

	4A) 2ND REQUEST. SHEET A-3 VARIOUS ELEVATIONS SHOW
	ORNATE ARCHITECTURAL FACADE WORK, THERE ARE NO DETAILS
	HOW THE FACADE WILL BE MADE OR SECURED TO THE BUILDING.
	SHEET A-7 SHOWS NEW COLUMNS, THERE IS A BEAM SCHEDULE
	THAT STATES POURED, THESE ARE EXISTING BEAMS? THE SUITE
	528 SHOWS ON THE FRONT OF THE BUILDING EXISTING BUT THE
	WEST FACADE DOES NOT STATE EXISTING ON THE FLOOR PLAN?
	IF THESE ARE TO BE NEW COLUMNS AND BEAMS, THERE SHOULD
	BE A SHORING PLAN SHOWING HOW THE ROOF FRAMIG ROOF DECK
	AND EXISTING PARAPET ARE GOING TO BE HELD IN PLACE
	WHILE THE BEARING WALL IS DEMOLISHED AND REBUILT?

	4B) WITH THE WEST ELEVATION WALL BEING REBUILT THE BEAM
	AND COLUMNS ARE SHOWN BUT THERE IS NO MENTION OF THE
	STRAPING OF THE 2X10S AND LOADS TO BE TRANSMITTED INTO
	THE NEW BEAM AND COLUMNS, PART OF THE MWFRS MAIN WIND
	FORCE RESISTING SYSTEM. 1609.1.

	4C) SHEET A-6 WALL SECTIONS SHOW STEM WALL
	CONSTRUCTION, SHEET A7 NOTES ON THIS SHEET ARE
	CONFUSSING ON FOUNDATIONS. AT ENTRY AREAS NOTE # 1
	ENTRY PIERS MAY UTILIZE P. T. SOUTHERN PINE NO, 2 GRADE
	2X6 FRAMING W/ CONCRETE SLAB EXTENSION. A 2ND NOTE
	BELOW THIS INDICATES: REMOVE PORTION OF SLAB FOR NEW
	CONCRETE PADS 42X 42X12 INCH W/ #5 6 INCHES EACH WAY.
	ARE ALL NEW COLUMNS GOING TO RECEIVE NEW FOOTER PADS,
	WOULDN'T THE ENTRY FRAMING LAND ON THSE NEW PADS, THE
	HEIGHT OF THE FOUNDATION IS NOT GIVEN? WILL THE STEM
	WALL CONSTRUCTION TAKE PLACE UNTIL THE HEIGHT OF THE
	FINISH FLOOR FOR THE COLUMN AND ENTRY PIERS, ONE POUR
	WITH NO COLD JOINTS?
	2114.2 CONCRETE BEARING LEDGE.
	BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED BY A
	CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL
	THICKNESS OF THE BRICK, STONE OR OTHER VENEER, WHICH IS
	POURED INTEGRALLY WITH THE CONCRETE FOUNDATION. NO
	SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL
	CREATE A HIDDEN COLD JOINT SHALL BE USED WITHOUT
	SUPPLEMENTAL TREATMENT IN THE FOUNDATION UNLESS THERE
	IS AN APPROVED PHYSICAL BARRIER. AN APPROVED PHYSICAL
	BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL
	SILL PLATE OR FIRST BLOCK COURSE HORIZONTALLY TO EMBED
	IN A MORTAR JOINT. IF MASONRY VENEER EXTENDS BELOW
	GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
	TO THE CAVITY CREATED BETWEEN THE VENEER AND THE
	FOUNDATION, IN LIEU OF A PHYSICAL BARRIER.

	4D) TO DATE NO FRAMING DETAILS HAVE BEEN PROVIDED FOR
	THE COVERED ENTRY. 107.3.5 MINIMUM PLAN REVIEW CRITERIA
	FOR BUILDINGS. 107.3.5.1 COMMERCIAL BUILDINGS:
	STRUCTURAL REQUIREMENTS SHALL INCLUDE: WALL/ ROOF
	SYSTEMS

	5) 2ND REQUEST. 107.3.5 MINIMUM PLAN REVIEW CRITERIA
	FOR BUILDINGS. THE EXAMINATION OF THE DOCUMENTS BY THE
	BUILDING OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM
	CRITERIA AND DOCUMENTS:FLASHING DETAILS AND WILL THERE
	BE WOOD BUCKS FOR WINDOWS AND DOORS?
	1405.12.7 FLASHING.
	EXPOSED EDGES OF THIN EXTERIOR STRUCTURAL GLASS VENEER
	SHALL BE FLASHED WITH OVERLAPPING CORROSION-RESISTANT
	METAL FLASHING AND CAULKED WITH A WATERPROOF COMPOUND
	IN A MANNER TO EFFECTIVELY PREVENT THE ENTRANCE OF
	MOISTURE BETWEEN THE GLASS VENEER AND THE BACKING.
	1405.13 EXTERIOR WINDOWS AND DOORS.
	WINDOWS AND DOORS INSTALLED IN EXTERIOR WALLS SHALL
	CONFORM TO THE TESTING AND PERFORMANCE REQUIREMENTS OF
	SECTION 1715.5.

	WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
	REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
	LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
	A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
	SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
	FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
	YOUR ANTICIPATED COOPERATION.

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

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2014-11-18			Cont ID
Sent By	jwitmer			Date	2014-11-18	Time	15:07	Rev Time	0.00
Received By	jwitmer			Date	2014-11-18	Time	11:59	Sent To

Notes

2014-11-18 15:07:01	BUILDING PLAN REVIEW
	PERMIT: 14100651
	ADD: 526 NORTHWOOD
	CONT: K & M CONSTRUCTION
	TEL: (561)383-2817

	2010 FLORIDA BUILDING CODE W
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
	2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.

	2010 EXISTING BUILDING CODE LEVEL II 701.3
	COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
	SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
	OF THE FLORIDA BUILDING CODE, BUILDING.

	1ST REVIEW
	DATE: TUES. NOV. 18/ 2014
	ACTION: DENIED

	1) THE DESCRIPTION OF WORK ON THE PERMIT APPLICATION
	AND THE SUBMITTED PLANS APPEARS TO BE DIFFERENT SCOP OF
	WORK, IF THE FUTURE ADDITION IS NOT TO BE PART OF THIS
	PERMIT PLEASE STRICKE IT FROM THE PLANS, NOT PART OF
	THIS PERMIT. THE OTHER ISSUE WITH THE PLAN ARE ALL THE
	SHOWN OPENINGS EXISTING OR IS THERE ANY RECONFIGURATION
	OF WINDOWS AND OR DOORS INCLUDING NEW COLUMNS AND
	LINTELS.
	* 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
	BUILDING CODE, CHAPTER 1, ADMINISTRATION, 107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED.

	2) THE SUBMITTED PLANS DOES NOT INCLUDE THE WIND DESIGN
	CRITERIA FOR THE NEW OPENINGS.

	2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
	CHAPTER 6 OF ASCE 7-10.
	1609.3 BASIC WIND SPEED FIGURE 1609.A-C
	1609.3 WIND SPEED CONVERSION
	2.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
	ACCORDANCE WITH 1609.3.1 & ASCE 7-10

	2.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.

	2.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
	ACCORDANCE WITH 1609.4 & ASCE 7-10

	2.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
	SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.

	2.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE
	TABLE 1609.2(2) .

	3) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
	WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.

	FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
	SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
	SHOP DRAWINGS ETC..

	4) SHEET A-3 VARIOUSELEVATIONS SHOW ORNATE
	ARCHITECTURAL FACADE WORK, THERE ARE NO DETAILS HOW THE
	FACADE WILL BE MADE OR SECURED TO THE BUILDING.

	5) 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
	THE EXAMINATION OF THE DOCUMENTS BY THE BUILDING
	OFFICIAL SHALL INCLUDE THE FOLLOWING MINIMUM CRITERIA
	AND DOCUMENTS:FLASHING DETAILS AND WILL THERE BE WOOD
	BUCKS FOR WINDOWS AND DOORS?
	1405.12.7 FLASHING.
	EXPOSED EDGES OF THIN EXTERIOR STRUCTURAL GLASS VENEER
	SHALL BE FLASHED WITH OVERLAPPING CORROSION-RESISTANT
	METAL FLASHING AND CAULKED WITH A WATERPROOF COMPOUND
	IN A MANNER TO EFFECTIVELY PREVENT THE ENTRANCE OF
	MOISTURE BETWEEN THE GLASS VENEER AND THE BACKING.

	1405.13 EXTERIOR WINDOWS AND DOORS.
	WINDOWS AND DOORS INSTALLED IN EXTERIOR WALLS SHALL
	CONFORM TO THE TESTING AND PERFORMANCE REQUIREMENTS OF
	SECTION 1715.5.


	WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
	REMOVE & REPLACE ANY PAGES AS NECESSARY. A TRANSMITTAL
	LETTER LISTING THE ORIGINAL REVIEW COMMENT NUMBER, WITH
	A DESCRIPTION OF THE REVISION MADE, IDENTIFYING THE
	SHEET OR SPECIFICATION PAGE WHERE THE CHANGES CAN BE
	FOUND WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
	YOUR ANTICIPATED COOPERATION.

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

Review Stop	E			ELECTRICAL
Rev No	1	Status	N	Date	2014-10-28			Cont ID
Sent By	rlecky			Date	2014-10-28	Time	11:39	Rev Time	0.00
Received By	rlecky			Date	2014-10-28	Time	11:35	Sent To

Notes

2014-10-28 11:40:08

NO ELECTRICAL WORK SHOWN. RL

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	3	Status	P	Date	2015-05-14			Cont ID
Sent By	pleduc			Date	2015-05-14	Time		Rev Time	0.00
Received By	pleduc			Date	2015-05-14	Time	13:14	Sent To	PC

Notes

2015-05-14 13:16:50	PETER LEDUC, FIRE MARSHAL

	PLANS RESTAMPED, PREVIOUS COMMENTS REMAIN.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2015-02-19			Cont ID
Sent By	pleduc			Date	2015-02-19	Time		Rev Time	0.00
Received By	pleduc			Date	2015-02-19	Time	11:37	Sent To

Notes

2015-02-19 11:51:23	PREVIOUS COMMENTS HAVE BEEN REPOSTED TO THIS PROJECT.

	THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
	FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:

	CONSIDER THESE AS PROVISO:

	DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE
	EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS,
	IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, TOOL,
	OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE
	EGRESS SIDE.

	IF THE DOORS WILL BE EQUIPPED WITH A LOCK/LATCH,
	INDICATE HOW THE LOCK/LATCH WILL BE RELEASED FROM THE
	EGRESS SIDE OF THE DOOR.

	PER SECTION 7.2.1.5.9, THE LOCK/LATCH RELEASING
	MECHANISM ON ALL DOORS SHALL OPEN THE DOOR WITH NOT
	MORE THAN ONE RELEASING OPERATION. THE RELEASING
	MECHANISM SHALL HAVE AN OBVIOUS METHOD OF OPERATION
	THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS.
	THE RELEASING DEVICE SHOULD BE CAPABLE OF BEING
	OPERATED WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT
	GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO
	OPERATE.

	THE MAIN ENTRY IS PERMITTED TO BE EQUIPPED WITH A KEYED
	LOCK WITH LOCK/UNLOCK INDICATOR WINDOW AND SIGNAGE
	STATING THE DOOR IS TO REMAIN UNLOCKED DURING BUSINESS
	HOURS. NO OTHER LOCKING OR LATCHING MECHANISMS ARE
	PERMITTED.

	THUMB-TURN LOCK IS TO BE EQUIPPED WITH AN ?OPEN/LOCKED?
	INDICATOR WINDOW (SUCH AS ADAMS RITE 4089 OR SIMILAR).

	NOTICE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
	TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
	ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
	MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
	TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
	WITH AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE
	PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY
	DOOR.

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2014-10-23			Cont ID
Sent By	pleduc			Date	2014-10-23	Time		Rev Time	0.00
Received By	pleduc			Date	2014-10-23	Time	11:40	Sent To

Notes

2014-10-23 11:55:37	THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
	FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:

	CONSIDER THESE AS PROVISOS

	DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE
	EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS,
	IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, TOOL,
	OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE
	EGRESS SIDE.

	IF THE DOORS WILL BE EQUIPPED WITH A LOCK/LATCH,
	INDICATE HOW THE LOCK/LATCH WILL BE RELEASED FROM THE
	EGRESS SIDE OF THE DOOR.

	PER SECTION 7.2.1.5.9, THE LOCK/LATCH RELEASING
	MECHANISM ON ALL DOORS SHALL OPEN THE DOOR WITH NOT
	MORE THAN ONE RELEASING OPERATION. THE RELEASING
	MECHANISM SHALL HAVE AN OBVIOUS METHOD OF OPERATION
	THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS.
	THE RELEASING DEVICE SHOULD BE CAPABLE OF BEING
	OPERATED WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT
	GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO
	OPERATE.

	THE MAIN ENTRY IS PERMITTED TO BE EQUIPPED WITH A KEYED
	LOCK WITH LOCK/UNLOCK INDICATOR WINDOW AND SIGNAGE
	STATING THE DOOR IS TO REMAIN UNLOCKED DURING BUSINESS
	HOURS. NO OTHER LOCKING OR LATCHING MECHANISMS ARE
	PERMITTED.

	THUMB-TURN LOCK IS TO BE EQUIPPED WITH AN ?OPEN/LOCKED?
	INDICATOR WINDOW (SUCH AS ADAMS RITE 4089 OR SIMILAR).

	NOTICE IS REQUIRED FOR STRUCTURES WITH LIGHT-FRAME
	TRUSS-TYPE CONSTRUCTION. ANY COMMERCIAL, INDUSTRIAL, OR
	ANY MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR
	MORE WHICH USES HORIZONTAL OR VERTICAL LIGHT-FRAME
	TRUSS-TYPE CONSTRUCTION IN ANY PORTION SHALL BE MARKED
	WITH AN APPROVED SYMBOL. THE APPROVED SYMBOL SHALL BE
	PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY
	DOOR.

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2015-05-14		Cont ID
Sent By	pleduc			Date	2015-05-14	Time	Rev Time	0.00
Received By	pleduc			Date		Time	Sent To

Notes

2015-04-16 17:57:25	C17

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2015-02-27			Cont ID
Sent By				Date	2015-02-27	Time		Rev Time	0.00
Received By	skennedy			Date	2015-02-17	Time	17:27	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date				Cont ID
Sent By				Date	2014-12-01	Time		Rev Time	0.00
Received By	jgomez			Date	2014-10-21	Time	15:33	Sent To

Notes

2014-10-22 15:33:51

SENT TO C13 SHELF FOR REVIEW. JG.

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	N	Date	2015-02-27			Cont ID
Sent By	jwitmer			Date	2015-02-27	Time	14:46	Rev Time	0.00
Received By	jwitmer			Date	2015-02-27	Time	14:46	Sent To

Notes

***NONE***

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	F	Date	2014-11-18			Cont ID
Sent By	jwitmer			Date	2014-11-18	Time	15:07	Rev Time	0.00
Received By	jwitmer			Date	2014-11-18	Time	15:07	Sent To

Notes

2014-11-18 15:08:20	PLANS SHOW A ADDITION NOT SURE IF IT IS TO BE PERMIT
	UNDER THIS PERMIT. BEFORE A PERMIT TO CONSTRUCT, MAY BE
	ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
	THE ACTUAL PERMIT SET OF PLANS MUST BE STAMPED BY THAT
	OFFICE, AND A COPY OF THE PAID RECEIPT ATTACHED TO THE
	PERMIT APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
	INFORMATION.

	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	M			MECHANICAL (A/C)
Rev No	1	Status	N	Date	2014-12-01		Cont ID
Sent By	rbergsma			Date	2014-12-01	Time	Rev Time	0.33
Received By	rbergsma			Date	2014-12-01	Time	Sent To

Notes

2014-12-01 12:57:32	NEW LEASING / FUTURE ADDITION NOT IN SCOPE OF
	APPLICATION SHOULD BE REMOVED -- NO MECHANICAL WORK
	SHOWN AT THIS TIME.

Review Stop	P			PLUMBING
Rev No	2	Status	N	Date	2015-05-13			Cont ID
Sent By	tklarge			Date	2015-05-13	Time	12:27	Rev Time	0.00
Received By	tklarge			Date	2015-05-13	Time	12:26	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2014-11-01			Cont ID
Sent By	tklarge			Date	2014-11-01	Time	07:23	Rev Time	0.00
Received By	tklarge			Date	2014-11-01	Time	07:17	Sent To

Notes

2014-11-01 07:23:48	1) THE SCOPE OF WORK SHOWN ON THE PLANS DOES NOT
	CORRELATE WITH THE SCOPE OF WORK SHOWN ON THE
	APPLICATION. WPB AMEND. TO 2010 FBC SEC. 107.2.1.
	2) SUBMIT A SANITARY AND WATER RISER FOR REVIEW. WPB
	AMEND. TO 2010 FBC SEC.107.3.5.1.3.
	3) SUBMIT COMPLETE DETAILS FOR THE HANDICAPPPED
	ACCESSIBLE TOILET ROOMS FOR REVIEW.WPB AMEND. TO 2010
	FBC SEC. 107.2.1.

	PLUMBING PLAN REVIEW
	TIM LARGE
	CHIEF PLUMBING INSPECTOR
	561-805-6692
	[email protected]

Review Stop	Z			ZONING
Rev No	3	Status	P	Date	2015-05-13			Cont ID
Sent By	sgraham			Date	2015-05-13	Time	11:13	Rev Time	0.00
Received By	sgraham			Date	2015-05-13	Time	11:13	Sent To	P

Notes

***NONE***

Review Stop	Z			ZONING
Rev No	2	Status	F	Date	2015-02-24			Cont ID
Sent By	sgraham			Date	2015-02-24	Time	09:57	Rev Time	0.00
Received By	sgraham			Date	2015-02-24	Time	09:57	Sent To

Notes

2015-02-24 10:01:42	2/24/15 ZONING FAILED. SG

	1. WINDOWS MUST BE RECESSED A MINIMUN OF TWO INCHES
	FROM THE EXTERIOR FACE OF THE FACADE.
	2. AWNING AT THE SIDEWALK LEVEL MUST PROJECT A
	MINIMUNOF FOUR FEET FROM THE BUILDING FACADE AND HAVE A
	MINIMUN OF NINE FEET CLEARANCE FROM THE SIDEWALK LEVEL
	TO THE BOTTOM OF THE AWNING.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2014-10-27			Cont ID
Sent By	sgraham			Date	2014-10-27	Time	15:23	Rev Time	0.00
Received By	sgraham			Date	2014-10-27	Time	15:23	Sent To

Notes

2014-10-27 15:23:32	10/27/14 ZONING FAILED

	1. PLANS MUST REFLECT ONLY THE WORK BEING DONE NOW,
	SPOKE WITH CONTRACTOR, WILL BRING IN NEW PLANS,
	NEW ADDITION TO BUILT IN THE FUTURE