City of West Palm Beach eGovPlus

Plan Review Details - Permit 17060191

Plan Review Stops For Permit 17060191

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	3	Status	P	Date	2017-11-03			Cont ID
Sent By	aclange			Date	2017-11-03	Time	11:10	Rev Time	0.00
Received By	aclange			Date	2017-11-03	Time	11:06	Sent To

Notes

***NONE***

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2017-08-18			Cont ID
Sent By	shill			Date	2017-08-18	Time	08:15	Rev Time	0.00
Received By	shill			Date	2017-08-14	Time	17:07	Sent To

Notes

2017-08-18 08:15:28	**CORRECTIONS**

	SAMANTHA HILL
	BUILDING PLANS EXAMINER
	[email protected]
	561-805-6724

	FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
	FBC B = FBC BUILDING
	FBC EB = FBC EXISTING BUILDING
	FBC A = FBC ACCESSIBILITY
	FBC EC = FBC ENERGY CONSERVATION

	17060191 3 STORY APARTMENT BUILDING
	17060189 6 STORY APARTMENT BUILDING
	17060192 CLUBHOUSE (BLDG F)

	COMMENTS FROM PREVIOUS LIST:

	1-2. OK

	3. SEE COMMENT FROM PREVIOUS LIST. 2ND REVIEW, PLANS
	HAVE BEEN REVISED TO STATE "THIS PLANS COMPLY WITH
	FLORIDA ACCESSIBILITY CODE(1ST LEVEL) & FAIR HOUSING
	ACT (ENTIRE BUILDING)". APPLICANT MAY EXCEED MINIMUM
	CODE BUT, IF PLAN STATES THAT INTENT IS TO COMPLY WITH
	A MORE STRINGENT REQUIREMENT, DESIGN MUST COMPLY.

	MINIMUM REQUIREMENT IS FAIR HOUSING COMPLIANCE ON THE
	GROUND FLOOR, NO ADA COMPLIANCE REQUIRED.

	SINCE THE PLAN STATES THAT THE INTENT IS FOR THE DESIGN
	TO COMPLY WITH ADA ON THE FIRST FLOOR, NOTE THAT THE
	FOLLOWING ITEMS DO NOT COMPLY WITH FLORIDA
	ACCESSIBILITY: BATHROOM DOOR LACKS 18" MANEUVERING
	CLEARANCE PULL SIDE FBC A TABLE 404.2.4; THE SLIDING
	GLASS DOOR TRACK DOES NOT COMPLY WITH ADA ACCESSIBLE
	ROUTE. OTHER ITEMS, SUCH AS REACH RANGES, NOT REVIEWED
	AS DESIGN INTENT IS NOT CLEAR.

	YOU MAY FIND THE FOLLOWING WEBSITE HELPFUL:

	HTTPS://PORTAL.HUD.GOV/HUDPORTAL/HUD?SRC=/PROGRAM_OFFIC
	ES/FAIR_HOUSING_EQUAL_OPP/DISABILITIES/ACCESSIBILITYR

	ADA IS GENERALLY APPLICABLE TO PLACES OF PUBLIC
	ACCOMODATION, NOT LONG TERM HOUSING. IT IS RECOMMENDED
	TO REVISE PLAN TO NOTE FAIR HOUSING COMPLIANCE, FIRST
	FLOOR, AND REMOVE ADA REFERENCES. EVEN FAIR HOUSING
	REFERENCE FOR FLOORS OTHER THAN THE GROUND FLOOR IS
	CONFUSING AS THERE IS NO ELEVATOR. IT IS RECOMMENDED TO
	REMOVE THE REFERENCE REGARDING FAIR HOUSING COMPLIANCE
	ON FLOORS ABOVE THE GROUND FLOOR.

	4. OK

	5. FBC B 1803, PROVIDE THE GEOTECHNICAL INVESTIGATION
	REPORT (S1.0 ARDAMAN & ASSOC 2/10/17). THIS IS AREA IS
	KNOWN TO HAVE THE POTENTIAL OF POOR SOILS.

	2ND REVIEW, RESPONSE LETTER STATES THAT THE SOILS ARE
	WITH THE FULL SET. EACH PERMIT REQUIRES DOCUMENTS TO
	SHOW COMPLIANCE FOR THE PERMIT; EACH PERMIT IS
	TRAVELLING SEPARATELY. UNTIL ONE PERMIT IS ISSUED, THE
	SOILS REPORT WHICH WAS SUBMITTED WITH ONE OF THE TWO
	OTHER PERMITS IS NOT A PART OF THE PUBLIC RECORD.
	PLEASE PROVIDE THREE COPIES OF THE SOILS REPORT WITH
	EACH PERMIT APPLICATION. ONE PERMIT APPLICATION SHOULD
	INCLUDE ORIGINAL SIGNED AND SEALED SOILS REPORTS; THE
	SOILS REPORTS SUBMITTED WITH THE OTHER TWO ASSOCIATED
	PERMITS MAY BE PHOTOCOPIES.

	I ATTEMPTED TO LOCATE THE SOILS REPORT WHICH WAS
	SUBMITTED WITH ANOTHER PERMIT APPLICATION. IT APPEARS
	THAT THE OTHER APPLICATIONS HAVE BEEN CHECKED OUT FOR
	REVIEW BY ANOTHER REVIEWER, SO REVIEW OF THE FOUNDATION
	AND THE SOILS REPORT IS NOT POSSIBLE AT THIS TIME.
	STRUCTURAL REVIEW INCLUDES VERIFICATION OF THE SOILS
	ENGINEER'S RECOMMENDATIONS.

	6. OK

	7. CLARIFY ZONE 3 DIMENSION AND DIMENSION OF OVERHANG
	OF ROOF OVER THE STAIR, FBC 107 (NORTH AND SOUTH
	OVERHANGS).

	2ND REVIEW, RESPONSE LETTER REFERS TO SHEET A-1.5.
	PLEASE SEE A-1.5 AND A-3.3. THE STAIRS HAVE A ROOF WITH
	NO PARAPET; OVERHANG PRESSURES APPEAR APPLICABLE FOR A
	PORTION OF THE STAIR ROOF, BUT IT APPEARS THAT A
	PORTION OF ZONE 3 ROOF IS NOT OVERHANG. IF ANY PORTION
	OF ZONE 3 IS NOT OVERHANG, THEN ZONE 3 ROOF DESIGN
	PRESSURE SPECIFIED ON SHEET S1.0 (-77.6PSF, SAME AS
	ZONE 2 PRESSURES) APPEARS TOO LOW FOR THE STAIR ROOF
	(OK FOR APARTMENT ROOF). PLEASE REVISE PLAN TO CLARIFY.
	IF YOU WISH TO DISCUSS, OR DISAGREE, PLEASE CONTACT ME.

	8-10. OK

	11. A 2 HOUR PARTITION IS SHOWN BETWEEN UNITS, BUT FIRE
	RESISTANCE OF THE WALL BETWEEN THE UNITS ON THE
	BALCONIES AND PORCHES IS NOT CLEAR, REVISE PLAN TO
	CLARIFY, FBC 107. PLEASE ALSO REVISE LANGUAGE FROM
	"SEPARATION" TO "PARTITION" (FBC B 708).

	RESPONSE STATES THAT SHEETS WERE REVISED, BUT PLAN DOES
	NOT SHOW A RATED WALL BETWEEN THE UNIT BALCONIES. IF
	DOR DOES NOT AGREE WITH COMMENT, PLEASE CONTACT ME TO
	DISCUSS PRIOR TO RESUBMITTAL. IF DOR AGREES, PLEASE
	REVISE THE EXTERIOR WALL BETWEEN THE UNITS ON THE
	BALCONIES TO INDICATE MINIMUM 1 HOUR; THIS CAN BE A
	NOTE, NO DETAIL REQUIRED. THE UL WALL DETAIL IS NOT
	APPLICABLE TO THE BALCONY LOCATION AS THE UL WALL
	DETAIL HAS AN INTERIOR AND EXTERIOR SIDE. BALCONY WALL
	HAS TWO EXTERIOR SIDES.

	12. FBC B 1503.4, FBC B 1503.4.1, FBC P 1106.4, SHEET
	A-1.5, IT DOES NOT APPEAR THAT 50% OF THE STAIR WALL
	WAS INCLUDED IN THE CALCULATIONS; REVISE PLAN TO
	INCLUDE OR CLARIFY. ALSO PROVIDE PARAPET CALCS; IT IS
	NOT CLEAR IF THE HIGHER WALL OVER THE BALCONY AREAS WAS
	INCLUDED IN PARAPET CALCS.

	13. REGARDING THE ENERGY CALCS: PLEASE CORRECT COUNTY
	(STATES BROWARD) IF ENERGY CALCS ARE REVISED DUE TO
	ANOTHER COMMENTS; OTHERWISE ENERGY CALCS APPEAR
	COMPLIANT.

	14. OK

	15. FBC B 1207.2, 1207.3, PROVIDE TEST REPORTS FOR THE
	FLOORING UNDERLAYMENT (STC/IIC). REVISE PLAN TO INCLUDE
	REQUIREMENT FOR ACOUSTIC INSULATION. NOTE THAT SPEC
	SHEETS ARE NOT ACCEPTABLE; ACTUAL TEST REPORTS ARE
	REVIEWED. IT IS LIKELY THAT THE MANUFACTURER WILL BE
	REQUIRED TO DO A COMPARATIVE ANALYSIS AS IT IS UNLIKELY
	THAT THE UNDERLAYMENT WAS TESTED WITH HOLLOW CORE (MOST
	TESTS ARE DONE WITH A CONCRETE SLAB).

	2ND REVIEW, PLAN HAS BEEN REVISED IN AN ACCEPTABLE
	MANNER. PLEASE ALSO REVISE COVER PAGE "TO BE SUBMITTED
	AT A LATER TIME OR UNDER SEPARATE PERMITS" - PLEASE ADD
	"FLOORING UNDERLAYMENT STC/IIC TEST REPORTS" TO THIS
	LIST. SEE ALSO ADVISORY UNDER ITEM #16.

	HOWEVER, RESPONSE LETTER STILL REFERS TO "CSM". THIS IS
	A BRAND, NO TEST REPORTS HAVE BEEN PROVIDED. IT IS NOT
	CLEAR IF THIS PRODUCT CAN BE USED.

	16. FBC 720.2, PROVIDE A COPY OF THE FLAME SPREAD TEST
	FOR THE PROPOSED FLOORING UNDERLAYMENT.

	2ND REVIEW, RESPONSE IS THAT CSM PRODUCT WILL BE
	PROVIDED AT A LATER DATE. THIS IS ACCEPTABLE; PLEASE
	REVISE THE FRONT PAGE TO ADD "FLOORING UNDERLAYMENT
	FLAME SPREAD REPORT". HOWEVER:

	HOWEVER, RESPONSE LETTER STILL REFERS TO "CSM". THIS IS
	A BRAND, NO TEST REPORTS HAVE BEEN PROVIDED. IT IS NOT
	CLEAR IF THIS PRODUCT CAN BE USED.

	***PLEASE BE ADVISED THAT, TO MY KNOWLEDGE, ONLY ONE
	PRODUCT HAS THE THREE TEST REPORTS REQUIRED (STC, IIC,
	FLAME SPREAD) - MOST PRODUCTS DO NOT HAVE A FLAME
	SPREAD TEST WITHOUT TILE ON THE FLAME SIDE IN THE
	STEINER TUNNEL - THIS IS NOT ACCEPTABLE FOR A LVT
	INSTALLATION. MANY PRODUCTS DO NOT HAVE AN STC/IIC
	WITHOUT DROPPED GYPSUM CEILING, ALSO NOT ACCEPTABLE***

	I AM CONCERNED AS THIS APPLICATION IS "TBD" (NO
	CONTRACTOR) AND ALSO IS PRIVATE PROVIDER. A C.O. WILL
	NOT BE ISSUED UNLESS THE THREE TEST REPORTS FOR THE
	FLOORING UNDERLAYMENT HAVE BEEN PROVIDED AND THE JOB
	INSPECTOR HAS CONFIRMED THAT THE CORRECT UNDERLAYMENT
	(SUBMITTED AND REVIEWED) HAS BEEN INSTALLED.

	HOW DOES APPLICANT (ARCHITECT, DEVELOPER, OR OWNER)
	PROPOSE TO CONVEY THIS INFORMATION TO THE FUTURE
	CONTRACTOR? THIS IS A RESTRICTIVE REQUIREMENT WHICH IS
	NOT ENFORCED IN ALL JURISDICTIONS, SO CONTRACTOR MAY BE
	UNFAMILIAR WITH THE REQUIREMENT. WE HAVE FOUND THAT
	MOST PRODUCTS DO NOT HAVE THE THREE TEST REPORTS WHICH
	DEMONSTRATE CODE COMPLIANCE.

	IS IT POSSIBLE TO HAVE APPLICANT'S PRODUCT OF CHOICE'S
	TECHNICAL REPRESENTATIVE CONTACT ME DIRECTLY SO WE CAN
	WORK THROUGH THIS TO AVOID POTENTIAL FUTURE ISSUES?

	17. OK

	18. THIS PERMIT WILL BE ISSUED WITH PROVISO, A SEPARATE
	ROOF PERMIT IS REQUIRED. A ROOF PRODUCT APPROVAL WAS
	SUBMITTED, FIBERTITE SINGLE PLY ROOF SYSTEMS OVER
	LIGHTWEIGHT CONCRETE DECKS (NOA 15-1026.04).

	AT TIME OF ROOF SUB PERMIT APPLICATION, THE APPROVED
	ASSEMBLY IS TO BE SELECTED. A PLAN REVIEW WILL BE
	REQUIRED AT THAT TIME.

	19. FS 553.80, A 4X FEE WILL BE CHARGED (AS REQUIRED BY
	LAW) IF COMMENTS ARE NOT ADDRESSED A THIRD TIME (#7,
	#11).



	************************************
	INTERNAL USE ONLY
	17060191 BUILDING DATA FOR C.O./REPORTING

	USC-404 105 - NEW: RES FIVE OR MORE UNITS
	SQUARE FEET - 11429

	CONSTRUCTION TYPE: 14-III-B - 5TH ED TYPE III-B
	UNITS: 12
	FLOORS: 3
	BEDROOMS: 24
	ROOMS: 48
	SQ FT LIVABLE: 11429
	SQ FT FOOTPRINT: 3452
	SQ FT ROOF: 3452

	SETBACKS FRONT (USE THIS TO ENTER VERTICAL DATUM IF
	KNOWN):
	SETBACKS BACK (USE THIS TO ENTER FIRST FLOOR IF KNOWN):
	XX.XX
	SETBACKS LEFT (USE THIS TO ENTER SECOND FLOOR IF KNOWN:
	XX.XX
	OCC LOAD: 58
	PROP USE: APARTMENT
	SPRINKLER SYS? Y
	SPRK REQ'D? Y
	BATHRMS: 12

	BLDG CODE: FL 2014
	OCC CLASS: 5TH ED R-2

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2017-06-29			Cont ID
Sent By	shill			Date	2017-06-29	Time	17:45	Rev Time	0.00
Received By	shill			Date	2017-06-29	Time	08:21	Sent To

Notes

2017-06-29 16:59:46	**CORRECTIONS**

	SAMANTHA HILL
	BUILDING PLANS EXAMINER
	[email protected]
	561-805-6724

	FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
	FBC B = FBC BUILDING
	FBC EB = FBC EXISTING BUILDING
	FBC A = FBC ACCESSIBILITY
	FBC EC = FBC ENERGY CONSERVATION

	17060191 3 STORY APARTMENT BUILDING
	17060189 6 STORY APARTMENT BUILDING
	17060192 CLUBHOUSE (BLDG F)

	1. ALL PAGES HAVE AN INCORRECT ADDRESS AND NOT ALL ARE
	CONSISTENT WITH EACH OTHER (DIFFERENT INCORRECT
	ADDRESSES). FBC 107, PLEASE CORRECT THE ADDRESS ON EACH
	PAGE.

	2. FS471.0195, THE DBPR RECORD FOR THE FOLLOWING
	ENGINEER(S) DO NOT REFLECT THAT THE ADVANCED FLORIDA
	BUILDING CODE COURSE HAS BEEN COMPLETED. EMAIL THE
	CERTIFICATE TO FBPE AND REQUEST THAT THE DBPR RECORD BE
	UPDATED. NOTE THAT IT IS POSSIBLE THAT THE COURSE WAS
	COMPLETED AND THE WEBSITE IS NOT CURRENT.

	SANTIAGO ARANEGUI, PE
	JOE SPASOVSKI, PE

	PERMIT ISSUANCE WILL NOT BE DELAYED DUE TO THIS
	COMMENT. HOWEVER, FLORIDA STATUTE REQUIRES THAT:
	LOCAL JURISDICTIONS SHALL BE RESPONSIBLE FOR NOTIFYING
	THE BOARD WHEN DESIGN DOCUMENTS ARE SUBMITTED FOR
	BUILDING CONSTRUCTION PERMITS BY PERSONS WHO ARE NOT IN
	COMPLIANCE WITH THIS SECTION.

	3. SHEET A1.1 (AND OTHER PAGES), FBC A FAIR HOUSING,
	REVISE PLAN TO SHOW COMPLIANCE WITH REQUIREMENTS. THERE
	IS A GENERAL NOTE STATING "THIS PLANS COMPLY WITH THE
	FLORIDA ACCESSIBILITY CODE & FAIR HOUSING ACT" (SIC).

	IT IS NOT CLEAR WHAT THAT MEANS. THE FBC IS A MINIMUM
	CODE, DESIGNER/OWNER/APPLICANT CAN ELECT TO EXCEED THE
	MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE. WHEN
	DESIGNER DECLARES THAT HE/SHE IS EXCEEDING CODE VIA THE
	PERMIT DOCUMENTS, THE DESIGN CRITERIA DECLARED BY THE
	DESIGNER IS ENFORCED.

	DOES APPLICANT WISH FOR FLORIDA ACCESSIBILITY CODE TO
	BE APPLIED TO THIS PERMIT? NOTE THAT VERTICAL
	ACCESSIBILITY WAS NOT PROVIDED, PLAN DOES NOT COMPLY
	WITH MANEUVERING CLEARANCE REQUIREMENTS. THESE ITEMS
	ARE NOT REQUIRED FOR FAIR HOUSING, BUT ARE REQUIRED FOR
	COMPLIANCE WITH FBC ACCESSIBLIITY.

	EITHER REVISE THE STATEMENT, OR REVISE THE PLAN TO SHOW
	COMPLIANCE WITH ACCESSIBILITY.

	4. REVISE THE PLAN TO SHOW FAIR HOUSING COMPLIANCE. FOR
	INSTANCE, BATHROOMS ARE NOT IDENTIFIED AS SPECIFICATION
	A OR SPECIFICATION B, CLEAR FLOOR SPACE AND MANEUVERING
	CLEARANCE NOT MARKED, GRAB BAR BACKING DETAIL NOT
	PROVIDED.

	5. FBC B 1803, PROVIDE THE GEOTECHNICAL INVESTIGATION
	REPORT. THIS IS AREA IS KNOWN TO HAVE THE POTENTIAL OF
	POOR SOILS.

	6. S1.0, DESIGN PRESSURES DO NOT STATE ULTIMATE OR ASD
	FOR COMPONENT AND CLADDING PRESSURES, FBC 107. WIND
	DESIGN CRITERIA SHOULD INCLUDE BOTH (SEE FBC B
	1603.1.4), ONLY ASD WIND SPEED WAS INCLUDED, C&C
	PRESSURES APPEAR TO BE ASD BUT NOT STATED AS SUCH,
	PLEASE CLARIFY.

	7. CLARIFY ZONE 3 DIMENSION AND DIMENSION OF OVERHANG
	OF ROOF OVER THE STAIR, FBC 107 (NORTH AND SOUTH
	OVERHANGS).

	8. S1.0, ROOF LIVE LOAD IS 20PSF; FBC B TABLE 1607.1
	REQUIRES 300 CONCENTRATED FOR "ALL ROOF SURFACES
	SUBJECT TO MAINTENANCE WORKERS". RTU EQUIPMENT SHOWN.
	EITHER REVISE DESIGN CRITERIA FOR THIS ROOF SECTION OR
	PROVIDE RATIONALE FOR 20PSF LIVE LOAD.

	9. IT APPEARS THAT NOT ALL LAP SPLICES WERE SPECIFIED
	ON THE PLAN FOR THE FOUNDATION; REVISE PLAN OR ADVISE
	WHERE THIS CAN BE LOCATED, FBC 107, FBC B CHAPTER 19.

	10. FBC B 420.3, PROVIDE A DETAIL SHOWING COMPLIANCE
	WITH THE 1 HOUR SEPARATION REQUIREMENT FOR THE
	FLOOR/CEILING ASSEMBLIES BETWEEN UNITS. REVISE THE PLAN
	TO SHOW THE 1 HOUR (MINIMUM) FLOOR/CEILING ASSEMBLY.

	11. A 2 HOUR PARTITION IS SHOWN BETWEEN UNITS, BUT FIRE
	RESISTANCE OF THE WALL BETWEEN THE UNITS ON THE
	BALCONIES AND PORCHES IS NOT CLEAR, REVISE PLAN TO
	CLARIFY, FBC 107. PLEASE ALSO REVISE LANGUAGE FROM
	"SEPARATION" TO "PARTITION" (FBC B 708).

	12. DETAIL 1-A1.6 REFERS TO PLUMBING DRAWINGS FOR DRAIN
	SIZE, UNABLE TO LOCATE. REVISE PLAN TO INCLUDE ROOF
	DRAIN INFORMATION (SIZES, CALCULATIONS), FBC B 1503.4,
	AND OVERFLOW SCUPPER SIZING INFORMATION FBC B 1503.4.1.

	13. ENERGY CALCS REQUIRED, FBC EC R103.

	14. A1.1 NOTE 3 STATES THAT NFPA 13 SPRINKLERS WILL BE
	INSTALLED, BUT FS2 PROPOSES NFPA13R, PLEASE CORRELATE.

	15. FBC B 1207.2, 1207.3, PROVIDE TEST REPORTS FOR THE
	FLOORING UNDERLAYMENT (STC/IIC). REVISE PLAN TO INCLUDE
	REQUIREMENT FOR ACOUSTIC INSULATION. NOTE THAT SPEC
	SHEETS ARE NOT ACCEPTABLE; ACTUAL TEST REPORTS ARE
	REVIEWED. IT IS LIKELY THAT THE MANUFACTURER WILL BE
	REQUIRED TO DO A COMPARATIVE ANALYSIS AS IT IS UNLIKELY
	THAT THE UNDERLAYMENT WAS TESTED WITH HOLLOW CORE (MOST
	TESTS ARE DONE WITH A CONCRETE SLAB).

	CSM CRACK SUPPRESSION & SOUND CONTROL SPEC SHEET WAS
	PROVIDED. PLEASE SEND TEST REPORTS VIA EMAIL FOR
	PRELIMINARY REVIEW. WHEN REVISING PLAN TO INCLUDE
	UNDERLAYMENT REQUIREMENT, IT IS ADVISED THAT YOU DO NOT
	SPEC A PRODUCT.

	16. FBC 720.2, PROVIDE A COPY OF THE FLAME SPREAD TEST
	FOR THE PROPOSED FLOORING UNDERLAYMENT.

	17. AS THIS IS NEW CONSTRUCTION, APPLY FOR AN
	ENGINEERING PERMIT; 561-494-1040. ENGINEERING
	DEPARTMENT APPROVAL IS REQUIRED PRIOR TO PERMIT
	ISSUANCE. CONTACT THEM DIRECTLY REGARDING REQUIREMENTS.
	IF YOU HAVE ALREADY APPLIED, PROVIDE THE APPLICATION
	NUMBER. I WAS UNABLE TO LOCATE AN ENGINEERING
	APPLICATION FOR THIS PARCEL ID.

	HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

	18. A SEPARATE ROOF PERMIT IS REQUIRED. A ROOF PRODUCT
	APPROVAL WAS SUBMITTED, FIBERTITE SINGLE PLY ROOF
	SYSTEMS OVER LIGHTWEIGHT CONCRETE DECKS (NOA
	15-1026.04).

	FBC 1609, AT THIS TIME, APPLICANT MAY INDICATE WHICH
	APPROVED ASSEMBLY IS PROPOSED. IF THIS IS DONE NOW, THE
	ROOF SUB PERMIT WILL BE ISSUED WITHOUT ANY OTHER
	INFORMATION REQUIRED.

	IF APPLICANT DOES NOT PROVIDE THIS INFORMATION AT THIS
	TIME, THIS PERMIT WILL BE ISSUED WITH PROVISO THAT, AT
	TIME OF ROOF SUB PERMIT APPLICATION, THE APPROVED
	ASSEMBLY IS TO BE SELECTED. A PLAN REVIEW WILL BE
	REQUIRED AT THAT TIME.

	************************************
	INTERNAL USE ONLY
	17060191 BUILDING DATA FOR C.O./REPORTING

	USC-404 105 - NEW: RES FIVE OR MORE UNITS
	SQUARE FEET - 11429

	CONSTRUCTION TYPE: 14-III-B - 5TH ED TYPE III-B
	UNITS: 12
	FLOORS: 3
	BEDROOMS: 24
	ROOMS: 48
	SQ FT LIVABLE: 11429
	SQ FT FOOTPRINT: 3452
	SQ FT ROOF: 3452

	SETBACKS FRONT (USE THIS TO ENTER VERTICAL DATUM IF
	KNOWN):
	SETBACKS BACK (USE THIS TO ENTER FIRST FLOOR IF KNOWN):
	XX.XX
	SETBACKS LEFT (USE THIS TO ENTER SECOND FLOOR IF KNOWN:
	XX.XX
	OCC LOAD: 58
	PROP USE: APARTMENT
	SPRINKLER SYS? Y
	SPRK REQ'D? Y
	BATHRMS:

	BLDG CODE: FL 2014
	OCC CLASS: 5TH ED R-2

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2017-09-05			Cont ID
Sent By	jpearson			Date	2017-09-05	Time	13:41	Rev Time	0.00
Received By	jpearson			Date	2017-09-05	Time	13:41	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2017-06-29			Cont ID
Sent By	jpearson			Date	2017-06-29	Time	09:57	Rev Time	0.00
Received By	jpearson			Date	2017-06-29	Time	09:57	Sent To

Notes

2017-06-29 10:00:22	CODES IN EFFECT:
	FLORIDA BUILDING CODE 2014 5TH EDITION
	FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
	EDITION
	NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE

	ELECTRICAL REVIEW COMMENTS:

	1. SUBMIT PLANS WITH CORRECT ADDRESS. FBC 107.2.1
	2. PROVIDE LOAD CALCULATION FOR ENTIRE BUILDING TO
	DETERMINE MAIN SERVICE IS ADEQUATELY SIZED. NEC 230.79

	PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
	RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
	INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
	PREVIOUSLY REVIEWED SHEETS.

	SINCERELY,

	JOHN PEARSON
	ELECTRICAL PLANS EXAMINER
	561-805-6746
	[email protected]

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	P	Date	2017-10-05		Cont ID
Sent By	squinone			Date	2017-10-05	Time	Rev Time	0.00
Received By	squinone			Date	2017-10-05	Time	Sent To

Notes

2017-10-05 15:11:51	1) NO CIVIL PLANS WERE INCLUDED WITH THIS SUBMITTAL.
	CIVIL PLANS ARE UNDER REVIEW THROUGH ENGINEERING PLAN
	REVIEW, E17060013.

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2017-06-29			Cont ID
Sent By	shill			Date	2017-06-29	Time	14:03	Rev Time	0.00
Received By	shill			Date	2017-06-29	Time	14:03	Sent To

Notes

2017-06-29 14:03:50	AS THIS IS NEW CONSTRUCTION, APPLY FOR AN ENGINEERING
	PERMIT; 561-494-1040.

	ENGINEERING DEPARTMENT APPROVAL IS REQUIRED PRIOR TO
	PERMIT ISSUANCE. CONTACT THEM DIRECTLY REGARDING
	REQUIREMENTS. IF YOU HAVE ALREADY APPLIED, PROVIDE THE
	APPLICATION NUMBER. I WAS UNABLE TO LOCATE AN
	ENGINEERING APPLICATION FOR THIS PARCEL ID.

	HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2017-08-18			Cont ID
Sent By	wjolin			Date	2017-08-18	Time	09:58	Rev Time	0.00
Received By	wjolin			Date	2017-08-18	Time	09:50	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2017-06-21			Cont ID
Sent By	wjolin			Date	2017-06-21	Time	11:57	Rev Time	0.00
Received By	wjolin			Date	2017-06-21	Time	11:21	Sent To

Notes

2017-06-21 11:57:17	2171 NORTH AUSTRALIAN AVENUE - 3 STORY APARTMENTS
	PERMIT #17060191
	REVIEW COMMENTS - FIRE DEPARTMENT

	NO CIVIL PLANS SUBMITTED.

	PER NFPA 241 SECTION 8.7.2.3, WHERE UNDERGROUND WATER
	MAINS AND HYDRANTS ARE TO BE PROVIDED, THEY SHALL BE
	INSTALLED, TESTED, APPROVED, AND IN SERVICE PRIOR TO
	VERTICAL CONSTRUCTION WORK.

	WILL ANY CONSTRUCTION TRAILERS BE LOCATED ON SITE? THE
	CITY OF WEST PALM BEACH REQUIRES CONSTRUCTION TRAILERS
	LARGER THAN A SINGLE "DOUBLE WIDE" (OR TWO "SINGLE
	WIDE") TO EITHER BE PROTECTED BY AN AUTOMATIC SPRINKLER
	SYSTEM OR COMPLY WITH THE SEPARATION REQUIREMENTS OF
	NFPA 241. TEMPORARY CONSTRUCTION TRAILERS OR MODULAR
	BUILDINGS WILL REQUIRE A PERMIT AND COMPLIANCE WITH THE
	FOLLOWING:
	PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
	ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:
	TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF
	COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE
	CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,
	TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.
	PER TABLE 4.2.1:
	1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 30 FEET
	2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 35 FEET
	3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 40 FEET
	4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 45 FEET
	5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
	ADJACENT STRUCTURES BY AT LEAST 50 FEET
	6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
	SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
	**A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
	BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
	SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.

	PER NFPA 241 SECTION 4.2.2: DETACHMENT BETWEEN
	TEMPORARY STRUCTURES, ADEQUATE TEMPORARY FIXED FIRE
	PROTECTION SYSTEMS, AND PORTABLE EQUIPMENT SHALL BE
	PROVIDED AS REQUIRED BY THE AUTHORITY HAVING
	JURISDICTION.

	WESLEY JOLIN
	ASSISTANT FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	[email protected]

Review Stop	I			INCOMING/PROCESSING
Rev No	4	Status	N	Date	2017-12-21			Cont ID
Sent By	aclange			Date	2017-12-21	Time	10:13	Rev Time	0.00
Received By	aclange			Date	2017-12-20	Time	09:10	Sent To

Notes

2017-12-21 09:10:53

IMPACT FEES ROUTED TO ACLANGE

Review Stop	I			INCOMING/PROCESSING
Rev No	3	Status	N	Date	2017-11-03			Cont ID
Sent By	aclange			Date	2017-11-03	Time	11:10	Rev Time	0.00
Received By	aclange			Date	2017-10-19	Time	10:41	Sent To

Notes

2017-10-26 10:42:04	C29

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2017-10-11			Cont ID
Sent By	shill			Date	2017-10-11	Time	06:26	Rev Time	0.00
Received By	shill			Date	2017-08-07	Time	15:36	Sent To

Notes

2017-08-07 15:36:55

C29

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2017-07-06			Cont ID
Sent By	gjohnson			Date	2017-07-06	Time	12:20	Rev Time	0.00
Received By	gjohnson			Date	2017-06-05	Time	13:43	Sent To

Notes

2017-06-06 13:43:43

C04

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	3	Status	P	Date	2017-12-21			Cont ID
Sent By	aclange			Date	2017-12-21	Time	10:13	Rev Time	0.00
Received By	aclange			Date	2017-12-21	Time	09:59	Sent To

Notes

2017-12-21 10:02:32	IMPACT FEES PAID.
	RECEIPT NO: 2017-1220-331
	DATE: 12/20/17
	$527,017.05

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	2	Status	F	Date	2017-11-03			Cont ID
Sent By	aclange			Date	2017-11-03	Time	11:10	Rev Time	0.00
Received By	aclange			Date	2017-11-03	Time	11:10	Sent To

Notes

***NONE***

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	F	Date	2017-06-29			Cont ID
Sent By	shill			Date	2017-06-29	Time	09:48	Rev Time	0.00
Received By	shill			Date	2017-06-29	Time	09:48	Sent To

Notes

2017-06-29 09:50:10	**CORRECTIONS**

	SAMANTHA HILL
	BUILDING PLANS EXAMINER
	[email protected]
	561-805-6724

	IMPACT FEE ASSESSMENT BY PALM BEACH COUNTY IS REQUIRED.

	THE PLANS ARE TO BE STAMPED AND THE RECEIPT SHOWING
	THAT FEES DUE HAVE BEEN PAID ARE REQUIRED TO BE
	SUBMITTED. THIS IS TO BE DONE AFTER REVIEWS HAVE PASSED
	AND PLANS ARE STAMPED BY THE CITY, BUT BEFORE PERMIT
	ISSUANCE.

	CONTACT 561-233-5025 FOR MORE INFORMATION.

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	P	Date	2017-09-05			Cont ID
Sent By	ccole			Date	2017-09-05	Time	16:38	Rev Time	0.00
Received By	ccole			Date	2017-09-05	Time	15:46	Sent To

Notes

2017-12-13 08:38:58	MECHANICAL PROVISO:

	BLOWER DOOR TESTING AND REPORT REQUIRED.

	CCOLE- 9/7/17

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2017-06-30			Cont ID
Sent By	ccole			Date	2017-06-30	Time	15:15	Rev Time	0.00
Received By	ccole			Date	2017-06-30	Time	14:08	Sent To

Notes

2017-06-30 15:47:29	1ST REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
	PERMIT #17060191
	6/30/17

	PLAN REVIEW RESULTS: DENIED.

	1) PROVIDE MINIMUM VENTILATION CALCULATIONS FOR THE
	APARTMENTS IN COMPLIANCE WITH TABLE 403.3 OR TABLE 6-1
	ASHRAE 62.1. INDICATE THE REQUIRED AND PROVIDE
	VENTILATION RATES.

	2) THE LOUVERED AC CLOSETS DOORS SHALL BE
	NON-COMBUSTIBLE PER SECTION R403.2.2 FBC-14 ENERGY
	CONSERVATION. THE DOOR SCHEDULE ON SHEET A-7.1
	INDICATES WOOD DOORS.

	3) THE ENERGYGAUGE FORM R405-2014 IS SPECIFYING A WORST
	CASE METHOD. PLEASE SEE SECTION R405.4.2 EXCEPTION:
	MULTIPLE ORIENTATIONS. WHEN AN OTHERWISE IDENTICAL
	BUILDING MODEL IS OFFERED IN MULTIPLE ORIENTATIONS,
	COMPLIANCE FOR ANY ORIENTATION SHALL BE PERMITTED BY
	DOCUMENTING THAT THE BUILDING MEETS THE PERFORMANCE
	REQUIREMENTS IN EACH OF THE FOUR CARDINAL (NORTH, EAST,
	SOUTH AND WEST) ORIENTATIONS. PLEASE PROVIDE THE
	DOCUMENTATION INCLUDING THE MANUAL J WORKSHEETS TO
	VALIDATE THE WORST CASE METHOD.

	4) PLEASE VERIFY WITH MEASUREMENTS OR NOTES ON THE
	PLANS THAT THE DRYER AND BATH EXHAUST OUTLETS ARE NOT
	WITHIN THE REQUIREDE 3' CLEARANCE DISTANCE TO THE
	WINDOW OPENINGS- SECTION 501.3.1 (ITEM #3).

	5) SHEET M-3: CONTRARY TO THE NOTE ON THE ROOF PLAN
	THERE ARE NO STRUCTURAL DETAILS FOR MOUNTING THE AC
	STANDS AND CONDENSER TO THE ROOF STRUCTURE. PLEASE
	PROVIDE THE WIND LOAD DESIGN CRITERIA AND STRUCTURAL
	DETAILS PER SECTION 301.15 FBC-14 MECHANICAL.
	ADDITIONALLY, THE ENGINEER OF RECORD SHALL CIRCLE,
	HIGHLIGHT, OR OTHERWISE MARKUP THE AC STAND NOA TO SHOW
	THE APPLICABLE INSTALLATION DETAILS. PLEASE INDICATE
	THE STAND CONFIGURATION, STAND ANCHORING TO THE ROOF,
	AND CONDENSER ANCHORING TO THE STAND.

	CHRISTOPHER L. COLE
	MECHANICAL PLANS EXAMINER
	401 CLEMATIS STREET
	WEST PALM BEACH FL 33401
	561-805-6719
	[email protected]

Review Stop	P			PLUMBING
Rev No	3	Status	P	Date	2017-10-30			Cont ID
Sent By	gjohnson			Date	2017-10-30	Time	17:17	Rev Time	0.00
Received By	gjohnson			Date	2017-10-30	Time	15:40	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2017-09-05			Cont ID
Sent By	gjohnson			Date	2017-09-05	Time	10:10	Rev Time	0.00
Received By	gjohnson			Date	2017-09-01	Time	15:24	Sent To

Notes

2017-09-05 11:32:18	1ST REVIEW: FBC 2014 5TH EDITION

	PLUMBING COMMENTS:

	PREVIOUS COMMENT 1. ONLY THE GROUND FLOOR UNITS WILL BE
	REQUIRED TO COMPLY TO THE FHA AS A MIN CODE REQUIREMENT
	THE PLAN IS STATING THAT THE FIRST FLOOR WILL COMPLY
	WITH THE FLORIDA ACCESSIBILITY CODE AND FLOORS 2 AND 3
	WILL COMPLY WITH FHA IS THIS CORRECT PLEASE CLARIFY.
	ALSO SEE BUILDING 1. COMMENT .

	PREVIOUS COMMENT 2. WHAT IS WORKFORCE HOUSING IS THIS
	PROJECT FEDERALLY FUNDED. PER WPB AMEND TO FBC 107.2.1

	PREVIOUS COMMENT 13, SHT. P-1 THE SANITARY PLAN FOR 2ND
	AND 3RD FLOOR THE APARTMENTS ARE LABELED 101-104 PLEASE
	CLARIFY. PER WPB AMEND TO FBC 107.2.1

	PREVIOUS COMMENT 14. PROVIDE MANUFACTURE SPECIFICATIONS
	FOR SUB WATER METER AND BACK FLOW . PER WPB AMEND TO
	FBC 107.2.1

	NEW COMMENTS:

	1. SHT. A6.3 DETAIL 3(A) THE END OF THE GRAB BAR
	BACKING SHALL BEGIN AT THE FRONT EDGE OF THE TUB AND
	EXTEND 24" TO BACK WALL . PER FHA DESIGN MANUAL PG. 6.9

	2.SHT. A6.3 SHOW GRAB BAR BACKING AT FOOT OF TUB. PER
	FHA DESIGN MANUAL PG.6.8

	3. SHT. A6.3 DETAIL 3(B) THE GRAB BAR BACKING ON BACK
	WALL OF TUB SHALL BEGIN 6" MAX FROM THE TOP OF THE TUB
	AND EXTEND A MIN OF 38" TO THE TOP. PER FHA DESIGN
	MANUAL PG. 6.9

	4. IT DOES NOT APPEAR THAT HALF OF THE AREA OF THE
	PARAPET AND WALLS ARE INCLUDED IN THE SQFT DRAIN BY
	ROOF DRAINS PLEASE CLARIFY. PER FBC PL 1106.5 PARAPET
	WALL SCUPPER LOCATION.
	PARAPET WALL ROOF DRAINAGE SCUPPER AND OVERFLOW SCUPPER
	LOCATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION
	1503.4 OF THE FLORIDA BUILDING CODE, BUILDING.

	5. PLEASE PROVIDE A NOTE ON THE PLAN STATING THAT
	SEPARATE PERMITS ARE REQUIRED FOR ALL BACKFLOW
	PREVENTER'S. PER WPB AMEND TO FBC 107.2.1 AND UTILITIES
	DEPT




	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
	WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
	CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
	THE PREVIOUSLY REVIEWED SHEETS.

	GEORGE JOHNSON
	PLUMBING PLANS EXAMINER
	CITY OF WEST PALM BEACH
	561-805-6711
	[email protected]

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2017-07-06			Cont ID
Sent By	gjohnson			Date	2017-07-06	Time	10:44	Rev Time	0.00
Received By	gjohnson			Date	2017-07-05	Time	09:40	Sent To

Notes

2017-07-06 11:39:59	1ST REVIEW: FBC 2014 5TH EDITION

	PLUMBING COMMENTS:

	1. ONLY THE GROUND FLOOR UNITS WILL BE REQUIRED TO
	COMPLY TO THE FHA

	2. WHAT IS WORKFORCE HOUSING IS THIS PROJECT FEDERALLY
	FUNDED. PER WPB AMEND TO FBC 107.2.1

	3. PLEASE CLARIFY ON THE PLAN WHICH DESIGN
	SPECIFICATION A OR B THAT YOU WILL BE USING ON EACH
	UNIT. PER FHA

	4. PLEASE INDICATE ON THE PLAN WHICH DOCUMENT THE FHA
	DESIGN MANUAL OR THE FHA GUIDELINES FOUND IN FBC ACC,
	YOU WILL BE USING TO DESIGN THE ELEMENTS TO COMPLY WITH
	THE FHA . PER WPB AMEND TO FBC 107.2.1

	5. SHOW THE CLEAR FLOOR SPACE FOR THE FIXTURES IN THE
	BATHROOM AND KITCHEN. PER FHA

	6. PROVIDE MOUNTING HEIGHT DIMENSIONS FOR THE GRAB BAR
	BACK AT THE TOILET AND TUB. PER FHA

	7. PROVIDE RISER DIAGRAM FOR ROOF DRAINS PER WPB AMEND
	TO FBC 107.3.5.1.3(13)

	8. PLEASE SHOW ON THE PLANS THE SQUARE FOOTAGE BEING
	DRAINED BY EACH ROOF DRAIN . PER WPB AMEND TO FBC
	107.2.1

	9. PROVIDE COMPLIANCE WITH FBC PL 1108.1 SECONDARY
	(EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.
	WHERE ROOF DRAINS ARE REQUIRED, SECONDARY (EMERGENCY
	OVERFLOW) ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED
	WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE
	ROOF IN SUCH A MANNER THAT WATER WILL BE ENTRAPPED IF
	THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY REASON.

	10. TERMINATION OF THE PAN DRAINS SHALL COMPLY WITH FBC
	PL 504.7.2 PAN DRAIN TERMINATION.
	THE PAN DRAIN SHALL EXTEND FULL-SIZE AND TERMINATE OVER
	A SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR FLOOR
	DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND
	TERMINATE NOT LESS THAN 6 INCHES (152 MM) AND NOT MORE
	THAN 24 INCHES (610 MM) ABOVE THE ADJACENT GROUND
	SURFACE.

	11. SHOW ALL CLEAN OUTS ON RISER PER FBC PL 708.3.4
	BASE OF STACK.
	A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE
	OR SOIL STACK.

	708.3.5 BUILDING DRAIN AND BUILDING SEWER JUNCTION.
	THERE SHALL BE A CLEANOUT NEAR THE JUNCTION OF THE
	BUILDING DRAIN AND THE BUILDING SEWER. THE CLEANOUT
	SHALL BE EITHER INSIDE OR OUTSIDE THE BUILDING WALL AND
	SHALL BE BROUGHT UP TO THE FINISHED GROUND LEVEL OR TO
	THE BASEMENT FLOOR LEVEL. AN APPROVED TWO-WAY CLEANOUT
	IS ALLOWED TO BE USED AT THIS LOCATION TO SERVE AS A
	REQUIRED CLEANOUT FOR BOTH THE BUILDING DRAIN AND
	BUILDING SEWER. THE CLEANOUT AT THE JUNCTION OF THE
	BUILDING DRAIN AND BUILDING SEWER SHALL NOT BE REQUIRED
	IF THE CLEANOUT ON A 3-INCH (76 MM) OR LARGER DIAMETER
	SOIL STACK IS LOCATED WITHIN A DEVELOPED LENGTH OF 10
	FEET (3048 MM) OF THE BUILDING DRAIN AND BUILDING SEWER
	CONNECTION. THE MINIMUM SIZE OF THE CLEANOUT AT THE
	JUNCTION OF THE BUILDING DRAIN AND BUILDING SEWER SHALL
	COMPLY WITH SECTION 708.7.

	12. PROVIDE RISER FOR WATER HEATER PAN DRAIN. PER WPB
	AMEND TO FBC 107.3.5.1.3(13)

	13, SHT. P-1 THE SANITARY PLAN FOR 2ND AND 3RD FLOOR
	THE APARTMENTS ARE LABELED 101-104 PLEASE CLARIFY. PER
	WPB AMEND TO FBC 107.2.1

	14. PROVIDE MANUFACTURE SPECIFICATIONS FOR SUB WATER
	METER AND BACK FLOW . PER WPB AMEND TO FBC 107.2.1


	PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
	MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
	WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
	LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
	RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
	CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
	THE PREVIOUSLY REVIEWED SHEETS.

	GEORGE JOHNSON
	PLUMBING PLANS EXAMINER
	CITY OF WEST PALM BEACH
	561-805-6711
	[email protected]

Review Stop	PRIVATEPRV		PRIVATE PROVIDER DOCUMENTS
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time	0.00
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	R			ROOF PLAN REVIEW
Rev No	1	Status	N	Date	2017-06-29			Cont ID
Sent By	shill			Date	2017-06-29	Time	12:33	Rev Time	0.00
Received By	shill			Date	2017-06-29	Time	12:33	Sent To

Notes

2017-06-29 12:33:53	**PROVISO**

	SAMANTHA HILL
	BUILDING PLANS EXAMINER
	[email protected]
	561-805-6724

	A SEPARATE ROOF PERMIT IS REQUIRED. A ROOF PRODUCT
	APPROVAL WAS SUBMITTED, FIBERTITE SINGLE PLY ROOF
	SYSTEMS OVER LIGHTWEIGHT CONCRETE DECKS (NOA
	15-1026.04).

	AT TIME OF ROOF SUB PERMIT APPLICATION, THE APPROVED
	ASSEMBLY IS TO BE SELECTED. A PLAN REVIEW WILL BE
	REQUIRED AT THAT TIME.

	IF ROOFING CONTRACTOR ELECTS TO PROPOSE A DIFFERENT
	PRODUCT THAN THE ONE ALREADY SUBMITTED, DESIGNER OF
	RECORD IS TO REVIEW AND APPROVE THE ROOF PRODUCT
	APPROVAL PRIOR TO SUBMITTAL TO THE CITY.

Review Stop	THRESHOLD			THRESHOLD INSPECTOR DOCUMENTS
Rev No	2	Status	N	Date	2017-11-03			Cont ID
Sent By	aclange			Date	2017-11-03	Time	11:11	Rev Time	0.00
Received By	aclange			Date	2017-11-03	Time	11:11	Sent To

Notes

2017-11-03 11:13:04	NOT A THRESHOLD BUILDING. WILL NOT BE USING A PRIVATE
	PROVIDER OR THRESHOLD INSPECTOR ON THIS BUILDING.

Review Stop	THRESHOLD			THRESHOLD INSPECTOR DOCUMENTS
Rev No	1	Status	N	Date	2017-06-29			Cont ID
Sent By	shill			Date	2017-06-29	Time	17:46	Rev Time	0.00
Received By	shill			Date	2017-06-29	Time	17:45	Sent To

Notes

2017-06-29 08:48:31	NOTICE TO BUILDING OFFICIAL OF USE OF PRIVATE PROVIDER
	ROUTED TO DHARVEY DESK 6/29/17
	REQUEST IS FOR PLAN REVIEW AND INSPECTIONS

	GFA INTERNATIONAL, INC.
	PAUL H. DANFORTH, PE
	[email protected]
	561-347-0070

	PLAN REVIEW AUDIT PERFORMED PER DH/SAK

Review Stop	Z			ZONING
Rev No	2	Status	P	Date				Cont ID
Sent By				Date	2017-08-22	Time		Rev Time	0.00
Received By	pgreilic			Date	2017-08-18	Time	16:43	Sent To

Notes

2017-08-22 11:34:50	PAUL GREILICH, SENIOR PLANNER
	561-822-1443
	[email protected]

Review Stop	Z			ZONING
Rev No	1	Status	P	Date				Cont ID
Sent By				Date	2017-06-27	Time		Rev Time	0.00
Received By	pgreilic			Date	2017-06-23	Time	15:11	Sent To

Notes

2017-06-27 09:50:45	PAUL GREILICH, SENIOR PLANNER
	561-822-1443
	[email protected]