City of West Palm Beach eGovPlus

Plan Review Details - Permit 17070066

Plan Review Stops For Permit 17070066

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2017-08-22			Cont ID
Sent By	jwitmer			Date	2017-08-22	Time	10:56	Rev Time	0.00
Received By	jwitmer			Date	2017-08-21	Time	14:40	Sent To

Notes

2017-08-22 10:56:44	2014 FBC- BUILDING PLAN REVIEW
	W. P. B. PERMIT: 17070066
	ADD: 2310 FLORIDA AVENUE
	CONT: FIVE CONSTRUCTION
	TEL: 561-762-7272
	E-MAIL: [email protected]

	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	2014 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. JULY 11/ 2017
	ACTION: DENIED

	1-3) COMPLIED.

	4) SHEET A-102:
	4A)(1) 2ND REQUEST. PLEASE SHOW THE ACCESSIBLE ROUTE
	FROM THE PARKING LOT TO THE LIFT PART OF THE LOADING
	DOCK APPROACH PLATFORM. PLEASE NOTE THAT THE LOADING
	DOCK IS PART OF A SERVICE ENTRANCE, AN ENTRANCE
	INTENDED PRIMARILY FOR DELIVERY OF GOODS OR SERVICES.
	PLEASE REVIEW THE DEFINITION FOR PUBLIC ENTRANCE.
	AN ENTRANCE THAT IS NOT A SERVICE ENTRANCE OR A
	RESTRICTED ENTRANCE. SHOW HOW A PERMANENT AND SAFE
	ACCESSIBLE ENTRANCE FOR THE PUBLIC CAN BE MAINTAINED.

	4A)(2) BUILDING PROVISO: MANUFACTURERS CUT SHEETS WILL
	BE REQUIRED, THE PLATFORM LIFT THAT WILL NEED TO MEET
	THE REQUIREMENTS OF THE 2014 FBC-ACCESS. CODE 410.
	(1-6) AND ASME A 18.1 OR A LULA LIFT AND REQUIRED TO
	MEET THE REQUIREMENTS IN THE ACCESS. CODE 408. (1-4.8)
	AND ASME A 17.1.

	4B-4C) COMPLIED.

	4D) SEMI-COMPLIED. DETAIL A IS OF A GUARDRAIL SYSTEM.
	SHEET A-102 SHOWS A GUARDRAIL DETAIL BUT THE NOTES FOR
	HEIGHT AND CODE SECTION PROVIDED ARE FOR HANDRAILS
	FBC-B 1012.2. GUARDRAIL HEIGHT IS LISTED UNDER
	2014 FBC-B 1013.3.

	5) SHEET A-301:
	5A) 2ND REQUEST. THE RESPONSE NARRATIVE INDICATES JOIST
	LOADING AND OCCUPANCY FOR ENCLOSED MEZZANINE SEE
	SECTION A/A-301. SHEET A301 DETAIL A INDICATES AN
	ENCLOSED OFFICE 1ST FLOOR, AND AN OPEN MEZZANINE LEVEL
	OCCUPANCY S-2 LOW HAZARD.
	5A)(1)PLEASE PROVIDE THE 2ND FLOOR WALL ENCLOSE IF THE
	MEZZANINE IS TO BE CONSIDERED ENCLOSED. SEE FBC-B
	505.2.3. PLEASE PROVIDE THE SQUARE FOOTAGE OF MEZZANINE
	AND OCCUPANT LOAD? FBC-B TABLE 1004.1.2.

	5A)(2) IN NEITHER THE FLOOR PLAN A-101 NOR A-103 IS
	THERE ANY STAIRS TO GAIN ACCESS TO THE MEZZANINE LEVEL.
	107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.

	5A)(3) SHEET A-103 IT APPEARS TO BE PROVIDING THE LIVE
	AND DEAD LOADS OF THE MEZZANINE FLOOR LOADS BUT IS
	GIVING ROOF LL: 30 PSF AND DL: 20 PSF. IT WOULD APPEAR
	THAT THE DESIGNER OF RECORD IS TAKING VALUES FROM THE
	FBC-B TABLE 2308. 102(2) FOR CEILING JOIST SPANS FOR
	UNINHABITED ATTICS, LIMITED STORAGE 20 PSF. FOR THE
	MEZZANINE LEVEL FOR A STORAGE OCCUPANCY THE DESIGN IS
	EITHER 125 PSF LIGHT STORAGE OR DESIGNED TO 250 PSF
	HEAVY, 2014 FBC-B TABLE 1607.1(31).

	5A)(4) PLEASE PROVIDE ENGINEERING CALCULATIONS FOR THE
	MEZZANINE STORAGE, FOR THE SIZE AND SPACING OF FLOOR
	JOIST, BLOCK WALL MOUNTED FLOOR JOIST HANGERS, LEDGER
	AND ANCHORS, AND STRUCTURAL 6 INCH WOOD FRAME (FRT)
	WOOD WALL FOR SPACING, SPECIES AND GRADE OF WOOD. THE
	FLORIDA BUILDING CODE TABLES FOR FLOOR JOIST SPACING,
	AND WEIGHT ARE NOT DESIGNED FOR THE LOADING FOR STORAGE
	OCCUPANCY FLOOR SYSTEMS ABOVE GRADE.

	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION 107.3.4.1 GENERAL. WHEN IT IS REQUIRED
	THAT DOCUMENTS BE PREPARED BY A REGISTERED DESIGN
	PROFESSIONAL, THE BUILDING OFFICIAL SHALL BE AUTHORIZED
	TO REQUIRE THE OWNER TO ENGAGE AND DESIGNATE ON THE
	BUILDING PERMIT APPLICATION A REGISTERED DESIGN
	PROFESSIONAL WHO SHALL ACT AS THE REGISTERED DESIGN
	PROFESSIONAL IN RESPONSIBLE CHARGE.

	5A)(5) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
	BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
	1, ADMINISTRATION 106.1 LIVE LOADS POSTED. WHERE THE
	LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A
	COMMERCIAL OR INDUSTRIAL BUILDING IS OR HAS BEEN
	DESIGNED TO EXCEED 50 PSF SUCH
	DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE
	OWNER IN THAT PART OF EACH STORY IN WHICH THEY
	APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO
	REMOVE OR DEFACE SUCH NOTICES.

	5A)(6) 106.2 ISSUANCE OF CERTIFICATE OF OCCUPANCY. A
	CERTIFICATE OF OCCUPANCY REQUIRED BY SECTION 111
	SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD SIGNS,
	REQUIRED BY SECTION 106.1, HAVE BEEN INSTALLED.

	5A)(7) THE SHEET A-103 SECTION A SHOWS AN OPEN
	MEZZANINE, IF THIS DETAIL IS CORRECT, THEN PLEASE
	PROVIDE A GUARDRAIL SYSTEM IN COMPLIANCE WITH GUARDRAIL
	HEIGHT IS LISTED UNDER 2014 FBC-B 1013.3.

	1ST ROUND OF COMMENTS. THE PLANS INDICATE AN EXISTING
	OFFICE # 1 BUT THE SECTION DOES NOT INDICATE IF THE
	2X10S ARE CEILING JOIST AND LOAD OR IF THEY ARE TO BE
	CONSIDERED AS FLOOR JOIST AND THE LOADING OF THE JOIST?
	ADDITIONAL INFORMATION REQUIRED? PLEASE IDENTIFY IF THE
	AREA ABOVE THE OFFICE IS TO BE AN ENCLOSED A MEZZANINE,
	IF SO THE TYPE OF OCCUPANCY? 107.2.1.3. ADDITIONAL
	INFORMATION IS REQUIRED.

	5B) COMPLIED. WALL DETAIL W2/A-501 REMOVED.

	5C) SEE COMMENTS 5A COVERED UNDER 5A. PLEASE NOTE THE
	2X10 JOIST ARE SPACED AT 16 INCHES ON CENTER WHEREAS
	THE STEEL STUDS ARE SPACED AT 24 INCHES ON CENTER,
	PLEASE PROVIDE HOW THE LEDGERS ARE GOING TO BE SECURED
	TO A NON-STRUCTURAL STUD. PLEASE ALSO PROVIDE WHAT
	BUCKET WILL BE USED TO ATTACH THE JOIST TO THE
	HORIZONTAL LEDGER AND AT WHAT SPACING THE 2 LEDGERS ARE
	TO BE NAILED TOGETHER. 107.2.1.3 ADDITIONAL INFORMATION
	IS REQUIRED.

	6) COMPLIED.

	7) 2ND REQUEST. SUBMITTED A ENGINEERED ALUMINUM WALL
	BRACKET SUPPORT BY FRANK BENNARDO P. E. PLEASE NOTE
	STATED RIGHT ON THE DOCUMENT VALID FOR 1PERMITONLY WITH
	ORIGINAL ENGINEERS SEAL.
	THIS IS NOT A FLORIDA STATE APPROVAL OR MIAMI-DADE NOA.

	PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
	PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
	PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
	DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.

	7A) FL ADMIN CODE 61G15-23.002 ENGINEERS. EFFECTIVE
	DATE 05/06/2009. (2)(A) EVERY SHEET OF PLANS AND PRINTS
	WHICH MUST BE SEALED UNDER THE PROVISIONS OF CHAPTER
	471, F.S., SHALL BE SEALED, SIGNED AND DATED BY THE
	PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE.

	7B) 61G15-23.002 SEALS ACCEPTABLE TO THE BOARD. WET
	SEALS, EMBOSSING SEALS AND DIGITALLY CREATED SEALS
	SHALL BE A MINIMUM OF 1-7/8 INCHES IN DIAMETER.

	1ST ROUND OF COMMENTS. MECHANICAL SHEET BY COOL WORLD
	SHOWS A NEW CONDENSER MOUNTED ON THE EXTERIOR WALL ON
	WALL BRACKETS, THIS IS NOT SHOWN ON ANY OF THE
	ARCHITECTURAL PLANS. PLEASE INCORPORATE THE DESIGN AND
	PLACEMENT. PLEASE ALSO PROVIDE THE WIND DESIGN CRITERIA
	FOR THE MOUNTING OF THE CONDENSER AND BRACKET.

	7C) PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THE
	WALL MOUNT BRACKET EITHER ON THE STRUCTURAL
	SPECIFICATION SHEET G-004 AND OR M-3. 2014 FBC-B
	1603.1.4 WIND DESIGN DATA. THE FOLLOWING INFORMATION
	RELATED TO WIND LOADS SHALL BE SHOWN, REGARDLESS OF
	WHETHER WIND LOADS GOVERN THE DESIGN OF THE LATERAL
	FORCE-RESISTING SYSTEM OF THE STRUCTURE:

	7.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
	MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
	VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
	1609.3.1.
	7.2. RISK CATEGORY.
	7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
	THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
	HEIGHT AND EXPOSURE.
	7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
	7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
	COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
	DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
	RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.
	TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
	EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
	BUILDING.

	7D) ONCE THE KNOWN ELEVATION OF THE WALL MOUNTED A/C
	CONDENSER AND BRACKETS THEN COMPLIANCE WITH THE
	FOLLOWING CODE SECTIONS MAY OR MAY NOT BE REQUIRED.
	FBC-B 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR
	ELEVATED STRUCTURES. ACCESS.

	8) SEMI-COMPLIED. SEE 7A & 7B. 2014 FBC-B 1609.1.2
	PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
	CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
	ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/
	2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
	SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
	(31)(G) PRE-ENGINEERED A/C STANDS

	9) 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..

	10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
	AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.

	THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
	COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
	ON SUBSEQUENT REVIEWS.

	JAMES A. WITMER BN, PX, CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
	DEPARTMENT
	401 CLEMATIS ST.
	WEST PALM BEACH. FL 33402
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2017-07-11			Cont ID
Sent By	jwitmer			Date	2017-07-11	Time	12:37	Rev Time
Received By	jwitmer			Date	2017-07-11	Time	07:45	Sent To

Notes

2017-07-11 12:33:37	2014 FBC- BUILDING PLAN REVIEW
	W. P. B. PERMIT: 17070066
	ADD: 2310 FLORIDA AVENUE
	CONT: FIVE CONSTRUCTION
	TEL: 561-762-7272
	E-MAIL: [email protected]

	2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
	AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
	ADMINISTRATION

	2014 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. JULY 11/ 2017
	ACTION: DENIED

	1) SHEET G003:
	1A) DETAIL A- SIGNAGE, DEPICTION SHOWS CHARACTERS BUT
	DOES NOT INCLUDE BRAILLE. PLEASE REVIEW THE
	REQUIREMENTS OF THE 2014 FBC-ACCESS. CODE SECTION
	703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND.
	TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES
	(1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND
	SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST
	TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE
	THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE
	BASELINE OF THE HIGHEST TACTILE CHARACTER.

	1B) DETAILS B & C ARE FOR TOILET PAPER DISPENSERS.
	PLEASE PROVIDE COMPLIANCE FOR THE LOCATION OF THE
	DISPENSER BOTH HEIGHT AND THE DISTANCE IN FRONT OF THE
	WATER CLOSET WILL NEED TO SHOW COMPLIANCE WITH
	2014 FBC-ACCESS. CODE 604.9.6 DISPENSERS. TOILET PAPER
	DISPENSERS SHALL COMPLY WITH 309.4 AND SHALL BE 7
	INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE
	WATER CLOSET MEASURED TO THE CENTERLINE OF THE
	DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 14
	INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE FINISH
	FLOOR. THERE SHALL BE A CLEARANCE OF 11/2 INCHES (38
	MM) MINIMUM BELOW THE GRAB BAR. DISPENSERS SHALL NOT BE
	OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW
	CONTINUOUS PAPER FLOW.

	2) SHEET G004:
	2A) UNDER THE HEADING OF GENERAL NOTES INTERIOR
	PARTITIONS THE COMMENT REFERENCES R-4403.7.7 THE
	RESIDENTIAL CODE, PLEASE USE THE 2014 FBC-BUILDING CODE
	FOR ALL CODE REFERENCES. 107.2.1.3 ADDITIONAL
	INFORMATION REQUIRED, REFERENCING THE WRONG CODE.

	2B) UNDER THE HEADING GENERAL NOTES FOR BOTH WOOD AND
	TRUSSES. FOR ANY WOOD THAT IS TO BE USED FOR ANY
	STRUCTURAL ELEMENTS, PLEASE REFER TO FIRE RETARDANT
	TREATED WOOD, THIS BUILDING IS CLASSIFIED AS
	CONSTRUCTION TYPE IIB. PLEASE REVIEW TO FBC-B
	603.1.1.1.3 FIRE-RETARDANT-TREATED WOOD SHALL BE
	PERMITTED IN ROOF CONSTRUCTION, INCLUDING GIRDERS,
	TRUSSES, FRAMING AND DECKING. ALSO REVIEW SHEET A-301
	FOR 2X10 JOIST THAT STATE 2X10 P.T.

	3) SHEET A-101 INDICATES A PORTION OF A MEZZANINE BEING
	REMOVED BUT THE PLANS ARE SILENT TO WHERE THERE IS
	STILL APPORTION OF THE MEZZANINE LEFT OVER OFFICE # 1
	AND NONE OF THE PLANS INDICATE HOW TO GAIN ACCESS TO
	THE MEZZANINE AREA THAT IS LEFT. 107.2.1.3 ADDITIONAL
	INFORMATION IS REQUIRED. THIS REVIEW CYCLE A THOROUGH
	REVIEW COULD NOT BE COMPLETED AND ADDITIONAL AND OR NEW
	COMMENTS MAY OCCUR ON SUBSEQUENT REVIEWS.

	4) SHEET A-102:
	4A) THIS SHEET INDICATES THE INSTALLATION OF A NEW
	LIFT. THE PLANS NEED TO MAKE IT CLEAR IF THIS IS A
	PLATFORM LIFT THAT WILL NEED TO MEET THE REQUIREMENTS
	OF THE ACCESS. CODE 410. (1-6) AND ASME A 18.1 OR A
	LULA LIFT AND REQUIRED TO MEET THE REQUIREMENTS IN THE
	ACCESS. CODE 408. (1-4.8) AND ASME A 17.1.

	4B) THE LOADING BAY SHOWS NEW STAIRS, PLEASE PROVIDE
	THE DESIGN MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
	TABLE 1607.1.(30). SHEET A-502 ALSO SHOWS A STAIR
	SECTION BUT NO LOADING INFORMATION. PLEASE ALSO NOTE
	THE STRINGER INDICATES A 2X12. MUST BE FIRE RETARDANT
	TREATED WOOD. FBC-B 603.1.1.1.3

	4C) THE PLANS INDICATE THIS IS A LOADING DOCK, PLEASE
	SHOW WHAT SECTIONS WILL BE REMOVALABLE OR WILL THE
	WHOLE LOADING DOCK HAVE GUARDRAILS SURROUNDING THE
	LOADING DOCK. 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED.

	4D) DETAIL A IS OF A GUARDRAIL SYSTEM. PLEASE CORRECT
	CODE IN AFFECT, WE ARE NO LONGER UNDER THE 2010 CODE
	AND IN ALL 5 NOTES THE CODE REFERENCE AND NUMBERS ARE
	AGAIN THE RESIDENTIAL CODE NOT THE 2014 FBC-B.

	5) SHEET A-301:
	5A) THE PLANS INDICATE AN EXISTING OFFICE # 1 BUT THE
	SECTION DOES NOT INDICATE IF THE 2X10S ARE CEILING
	JOIST AND LOAD OR IF THEY ARE TO BE CONSIDERED AS FLOOR
	JOIST AND THE LOADING OF THE JOIST? ADDITIONAL
	INFORMATION REQUIRED? PLEASE IDENTIFY IF THE AREA ABOVE
	THE OFFICE IS TO BE AN ENCLOSED MEZZANINE, IF SO THE
	TYPE OF OCCUPANCY? 107.2.1.3. ADDITIONAL INFORMATION IS
	REQUIRED.

	5B) THERE IS A WALL DETAIL W2/A-501 THAT SHOWS THE WALL
	GOING ALL THE WAY TO THE UNDERSIDE OF THE OF THE ROOF
	DECK. THIS WALL IS CLASSIFIED AS UL DESIGN U465 A 1 HR.
	FIRE RATING NON-BEARING WALL. PLEASE NOTE THIS WALL
	SHOWS NOT ONLY DRYWALL CEILING LOADS BUT 2X10 JOIST,
	NOT KNOWN IF ACTING AS FLOOR JOIST OR CEILING JOIST.
	THE LIMITING HEIGHT REQUIREMENT FOR NON-STRUCTURAL
	INTERIOR WALL, 3 ? INCH STEEL STUD, 25 GAUGE, AT 24
	INCHES ON CENTER WITH A 5 PSF AND L/120 IS LIMITED TO
	13 FOOT 9 INCHES.

	5C) PLEASE NOTE THE 2X10 JOIST ARE SPACED AT 16 INCHES
	ON CENTER WHEREAS THE STEEL STUDS ARE SPACED AT 24
	INCHES ON CENTER, PLEASE PROVIDE HOW THE LEDGERS ARE
	GOING TO BE SECURED TO A NON-STRUCTURAL STUD. PLEASE
	ALSO PROVIDE WHAT BUCKET WILL BE USED TO ATTACH THE
	JOIST TO THE HORIZONTAL LEDGER AND AT WHAT SPACING THE
	2 LEDGERS ARE TO BE NAILED TOGETHER. 107.2.1.3
	ADDITIONAL INFORMATION IS REQUIRED.

	6) SHEET A-502 IN THE BOTTOM LEFT SECTION OF THE PAGE
	METHOD OF COMPLIANCE NOTES, FBC 602.1 & 602.1.1 ARE
	BOTH NOTES PULLED FROM THE RESIDENTIAL CODE, NOT
	APPLICABLE UNDER THE 2014 FBC-B. PLEASE CORRECT CODE
	LANGUAGE!!!! 107.2.1.3 ADDITIONAL INFORMATION IS
	REQUIRED.

	7) MECHANICAL SHEET BY COOL WORLD SHOWS A NEW CONDENSER
	MOUNTED ON THE EXTERIOR WALL ON WALL BRACKETS, THIS IS
	NOT SHOWN ON ANY OF THE ARCHITECTURAL PLANS. PLEASE
	INCORPORATE THE DESIGN AND PLACEMENT. PLEASE ALSO
	PROVIDE THE WIND DESIGN CRITERIA FOR THE MOUNTING OF
	THE CONDENSER AND BRACKET.
	2014 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING
	INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
	REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
	THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE:

	7.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
	MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
	VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
	1609.3.1.

	7.2. RISK CATEGORY.

	7.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
	THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2.
	HEIGHT AND EXPOSURE.

	7.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.

	7.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
	COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY
	DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
	RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF.

	TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
	EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
	BUILDING.

	8) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
	1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
	OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
	RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
	OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
	APPROVALS:
	(31)(G) PRE-ENGINEERED A/C STANDS

	9) 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..

	10) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
	REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
	AS NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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.

	THIS REVIEW CYCLE A THOROUGH REVIEW COULD NOT BE
	COMPLETED AND ADDITIONAL AND OR NEW COMMENTS MAY OCCUR
	ON SUBSEQUENT REVIEWS.

	JAMES A. WITMER BN, PX, CBO
	SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
	CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
	DEPARTMENT
	401 CLEMATIS ST.
	WEST PALM BEACH. FL 33402
	TEL: 561-805-6715
	FAX: 561-805-6676
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	P	Date	2017-08-23			Cont ID
Sent By	jpearson			Date	2017-08-23	Time	16:11	Rev Time	0.00
Received By	jpearson			Date	2017-08-23	Time	16:11	Sent To

Notes

***NONE***

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2017-07-17			Cont ID
Sent By	jpearson			Date	2017-07-17	Time	13:40	Rev Time	0.00
Received By	jpearson			Date	2017-07-17	Time	13:40	Sent To

Notes

2017-07-17 13:52:31	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. SEVERAL MECHANICAL COMPONENTS DESCRIBED IN
	SUBMITTALS AND THE MECHANICAL PLAN ARE NOT SHOWN ON THE
	ELECTRICAL PLAN. PROVIDE DETAILS OF ALL WIRING ON
	ELECTRICAL PLAN. FBC 107.2.1, 107.3.5
	2. PROVIDE GFCI PROTECTED OUTLET FOR SERVICING OF A/C
	EQUIPMENT PER CODE. NEC 210.63

	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	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	2017-08-30			Cont ID
Sent By	scaldero			Date	2017-08-30	Time	14:45	Rev Time	0.00
Received By	scaldero			Date	2017-08-30	Time	14:45	Sent To

Notes

***NONE***

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	2017-07-10			Cont ID
Sent By	scaldero			Date	2017-07-10	Time	14:00	Rev Time	0.00
Received By	scaldero			Date	2017-07-10	Time	14:00	Sent To

Notes

***NONE***

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2017-09-13			Cont ID
Sent By	lmarchan			Date	2017-09-13	Time	13:21	Rev Time	0.00
Received By	lmarchan			Date	2017-08-16	Time	14:57	Sent To

Notes

2017-08-17 14:57:51

B18

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2017-07-18			Cont ID
Sent By	gjohnson			Date	2017-07-18	Time	08:34	Rev Time	0.00
Received By	gjohnson			Date	2017-07-05	Time	13:49	Sent To

Notes

2017-07-07 13:49:17

B19

Review Stop	IMPACT			COUNTY IMPACT FEES
Rev No	1	Status	N	Date	2017-07-11			Cont ID
Sent By	jwitmer			Date	2017-07-11	Time	08:57	Rev Time	0.00
Received By	jwitmer			Date	2017-07-11	Time	08:57	Sent To

Notes

***NONE***

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2017-08-29			Cont ID
Sent By	ccole			Date	2017-08-29	Time	16:38	Rev Time	0.00
Received By	ccole			Date	2017-08-29	Time	16:38	Sent To

Notes

2017-08-29 17:06:41	2ND REVIEW FBC-2014 MECHANICAL
	PERMIT #17070066
	8/29/17

	PLAN REVIEW RESULTS: DENIED.

	BASED ON A MEETING WITH THE CONTRACTOR- FIVE
	CONSTRUCTION- AND A REPRESENTATIVE FROM KANTHAN DESIGN
	CORPORATION THAT OCCURRED ON 8/29/17 PRIOR TO THIS
	REVIEW, IT APPEARS THAT THE RESUBMITTED PLANS FOR THE
	PROPOSED PROJECT ARE MISREPRESENTING THE INTENDED USE
	AND OCCUPANCY OF THE SPACE WHICH WAS REVEALED AT THE
	MEETING TO BE A GYMNASIUM OR EXERCISE FACILITY.
	GYMNASIUM

	ARE CLASSIFIED AS ASSEMBLY-3 OCCUPANCIES PER SECTION
	303.4 FBC-14 BUILDING, HOWEVER THE PROJECT IS SPECIFIED
	AS F-1 ON SHEET LS-101. THE FOLLOWING REVIEW COMMMENTS
	ARE BASED ON THIS NEW INFORMATION AS IT APPLIES TO THE
	RESUBMITTED PLANS.

	1) SHEET M-2: REVISE THE OUTDOOR AIR CALCULATIONS TO
	INCLUDE THE GYMNASIUM OR EXERCISE AREA- SEE TABLE
	403.3. INDICATE HOW VENTILATION WILL BE PROVIDED FOR
	GYMNASIUM OCCUPANTS.

	2) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
	PROPOSED SYSTEM IN THE OFFICE- SECTION 312.1.

	3) THE ASHRAE 90.1-2010- PRESCRIPTIVE COMPLIANCE OPTION
	ENERGY SUBMITTAL FOR THE OFFICE DOES NOT LIST ANY DATA
	FOR THE THERMAL ENVELOPE OF THE SPACE, IN TERMS OF R OR
	U-VALUES FOR THE ROOF, WALLS, FENESTRATION, DOORS, OR
	FLOOR- SEE SECTION 5.5 AND TABLE 5.5-1 ASHRAE
	90.1-2010.

	4) REFER TO SECTION 309.1 AND PROVIDE A SPACE HEATING
	SYSTEMS OR SYSTEMS CAPABLE OF MAINTAINING A MINIMUM
	INDOOR TEMPERATURE OF 68 DEGREES FAHRENHEIT.

	5) CONCERNING THE AC WALL BRACKET, PLEASE SEE BUILDING
	REVIEW COMMENT #7 DATED 8/22/17.

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

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2017-07-14			Cont ID
Sent By	ccole			Date	2017-07-14	Time	12:04	Rev Time	0.00
Received By	ccole			Date	2017-07-14	Time	11:50	Sent To

Notes

2017-07-14 12:48:01	1ST REVIEW FBC-2014 MECHANICAL
	PERMIT #17070066
	7/14/17

	PLAN REVIEW RESULTS: DENIED.

	1) THE SUBMITTED AC PLAN MUST BEAR THE SIGNATURE OF THE
	PERSON WHO PREPARED THE DESIGN- SECTION 107.2.1 WPB
	AMENDMENTS TO THE FBC.

	2) THE MODEL NUMBER OF THE AIR HANDLER UNT ON THE
	SUBMITTED AHRI CERTIFICATE DOES NOT MATCH THE MODEL
	NUMBER ON THE AC PLAN- PLEASE CORRECT.

	3) WIND LOAD ENGINEERING AND SUBMITTAL OF A FL. PRODUCT
	APPROVAL OR A MIAMI-DADE NOA ARE REQUIRED FOR
	INSTALLATION OF THE CU WALL BRACKET- SECTION 301.5.

	4) THE LOCATION OF THE OUTSIDE AIR INTAKE IS NOT IN
	COMPLAINCE WITH SECTION 401.4 (2) WHICH REQUIRES A 10
	FT. CLEARANCE DISTANCE TO THE LOADING/DRIVE AREA.
	ADDITIONALLY PLEASE SEE SECTION 401.5 FOR O/A OPENING
	PROTECTION COMPLIANCE.

	5) PROVIDE A MOTORIZED OR GRAVITY DAMPER FOR THE O/A
	INTAKE DUCT- SEE SECTION C403.2.4.4 FBC-14 ENERGY
	CONSERVATION.

	6) PROVIDE AIR HANDLER INSTALLATION DETAILS AND CLARIFY
	HOW ACCESS WILL BE PROVIDED TO THE UNIT PER SECTION
	306.1- PLEASE NOTE THE MAIN PLANS SHOW A DRYWALL
	CEILING WHICH MEANS AN ACCESS PANEL WILL HAVE TO BE
	INSTALLED. SHOW THE PANEL LOCATION AND PROVIDE
	CONSTRUCTION DETAILS.

	7) PROVIDE PRIMARY AND SECONDARY CONDENSATE DISPOSAL
	DETAILS- SECTION 307.

	8) PROVIDE DUCT HANGING AND CONNECTION DETAILS PER
	SMACNA STANDARDS.

	9) PROVIDE EXHAUST FAN EQUIPMENT SCHEDULES.

	10) THE ENGINEER OF RECORD WHO PREPARED THE ENERGY
	CALCULATIONS MUST COMPLETE THE MANDATORY REQUIREMENTS
	CHECKLIST ON PAGE 7 OF THE ENERGYGAUGE COMPLIANCE
	SUBMITTAL.

	11) THERE IS A SUBMITTAL FOR A GREE DUCTLESS AC SYSTEM.
	PLEASE CLARIFY WHERE THIS SYSTEM WILL BE INSTALLED AND
	PROVIDE A PLAN.

	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	2	Status	P	Date	2017-08-28			Cont ID
Sent By	gjohnson			Date	2017-08-28	Time	13:47	Rev Time	0.00
Received By	gjohnson			Date	2017-08-25	Time	10:40	Sent To

Notes

***NONE***

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2017-07-18			Cont ID
Sent By	gjohnson			Date	2017-07-18	Time	08:15	Rev Time	0.00
Received By	gjohnson			Date	2017-07-17	Time	17:59	Sent To

Notes

2017-07-18 08:34:05	1ST REVIEW: FBC 2014 5TH EDITION

	PLUMBING COMMENTS:

	1. TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
	SHALL BE 7 INCHES (180 MM) MINIMUM AND 9 INCHES (230
	MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO
	THE CENTERLINE OF THE DISPENSER. PER FBC ACC 604.7

	2. THE GRAB BARS ARE TO BE MEASURED FROM FINISHED FLOOR
	TO THE TOP OF THE GRIPPING SURFACE. PER FBC ACC 609.4

	3. THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1065 MM)
	LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM
	THE REAR WALL AND EXTENDING 54 INCHES (1370 MM) MINIMUM
	FROM THE REAR WALL. PER FBC ACC 604.5.1

	4. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (915 MM)
	LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE
	WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND
	24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. PER FBC
	ACC 604.5.2

	5. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16
	INCHES (405 MM) MINIMUM TO 18 INCHES (455 MM) MAXIMUM
	FROM THE SIDE WALL OR PARTITION, PER FBC ACC 604.2

	6. SHT. P-101 SANITARY RISER THE WC IN THE MENS
	BATHROOM IS NOT VENTED. PER FBC PL 901.2.1

	7. SHT. P-101 ON THE SANITARY RISER THE MOPSINK AND
	WATER COOLER SHALL CONNECT TO THE BUILDING DRAIN DOWN
	STREAM OF THE BATHROOM GROUPS. PER FBC PL 912.1

	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]