City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Permit 07090648
Permit Number	07090648
Review Stop	B
Sequence Number	1

Notes

Date	Text
2007-09-25 21:04:28
	KONA GRILL
	700 S ROSEMARY AVE SUITE# 100

	BUILDING PLAN REVIEW
	PERMIT: 07090648
	ADD: 700 S ROSEMARY AVE# 100
	CONT: IN MOTION BUILDERS, INC.
	TEL: (954)698-0900

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2007 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	REVIEW
	ACTION: DENIED

	1A) --- VERY IMPORTANT
	STATEMENT ---
	PLEASE DO
	NOT IGNORE!
	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.

	1B)PLEASE SUBMIT 2 OF ALL SURVEYS, PLANS, REPORTS,
	REVISIONS , PRODUCT APPROVALS AND OR SUBMITTALS FOR
	REVIEW FOR PERMIT. IF YOUR PROJECT WILL REQUIRE A
	RESIDENT INSPECTOR OR IF YOUR PROJECT IS A THRESHOLD
	BUILDING REQUIRING A THRESHOLD INSPECTOR THEN (3) THREE
	SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED FOR PERMIT
	ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTSWEST PALM
	BEACH ADMINISTRATIVE CODE.

	1C) 106.1.1* W.P.B. ADMINISTRATIVE CODE/2004 DRAWINGS &
	SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM
	OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS,
	WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE
	TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO
	THE TECHNICAL CODES "SHALL NOT BE CITED AS A WHOLE OR
	IN PART, NOR THE TERM "LEGAL" OR ITS EQUIVALENT BE USED
	AS A SUBSTITUTE FOR SPECIFIC INFORMATION". CONSTRUCTION
	DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE
	LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND
	SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS
	OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND
	REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL.

	1D ) FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
	WITH THE CLERK OF THE COURT.NOTE: 713.13(2) IF THE
	WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS NOT
	ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
	THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
	THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
	CONSTRUCTION SITE BEFORE THE FIRST INSPECTION. 2)SHEET
	T1.1,CODE ANALYSIS PLEASE UPDATE THE 2004 TO THE 2007
	FBC, BUILDING WITH 2007 REVISIONS.

	3) SHEET T1.1 TYPE OF BUILDING, PLANS INDICATE THIS TO
	BE A TYPE IIB PLEASE CORRECT TO A TYPE IB, PLEASE NOTE
	THAT 700 S ROSEMARY IS CONSIDERED A MIXED USE BUILDING
	THE PARKING GARAGE IS 5 STORIES AND IS CONSIDERED PART
	OF THE MERCANTILE AND A2 RESTAURANTS FOUND IN THIS
	BUILDING. THE LOCATION OF THE ELEVATORS AND STAIRWAY
	ARE OVER 30? WIDE CREATING ONE LARGE BUILDING.
	DEFINITIONS:WALKWAY , COVERED. A ROOFED, UNOBSTRUCTED
	WALKWAY CONNECTING BUILDINGS AND USED AS A MEANS OF
	TRAVEL BY PERSONS AND WHERE LESS THAN 50 PERCENT OF THE
	PERIMETER IS ENCLOSED AND THE MAXIMUM WIDTH
	PERPENDICULAR TO THE DIRECTION OF TRAVEL IS LESS THAN
	30 FEET (9144 MM). PLEASE CORRECT THE MINIMUM BUILDING
	TYPE.

	4) SHEET T1.1 SINCE THE MINIMUM BUILDING TYPE HAS
	INCREASED THE FIRE RESISTANCE RATINGS WILL ALSO
	INCREASE, SEE TABLE 603.

	5) SHEET T1.1 PLEASE CORRECT THE CODE ANALYSIS THIS IS
	NOT A SINGLE STORY BUILDING AND A 300% INCREASE CAN NOT
	BE TAKEN, MULTI-STORY BUILDING AND ONLY A 200% INCREASE
	CAN BE TAKEN. 506.3.

	6) THE ARCHITECTURAL SHEETS ARE MISSING THEIR
	CERTIFICATE OF AUTHORIZATION FOR ARIA GROUP ARCHITECTS
	INC. 481.219 F.S.CERTIFICATE OF AUTHORIZATION.THE
	TITLE BLOCK FOR ANY SHEET BEARING THE NAME OF AN
	ARCHITECT PRACTICING UNDER A FICTITIOUS NAME, A
	CORPORATION, OR A PARTNERSHIP, OFFERING ARCHITECTURAL
	SERVICES, SHALL INCLUDE THE CERTIFICATE OF
	AUTHORIZATION
	NUMBER.ADD THE NUMBER TO EACH SHEET.

	7) THE ARCHITECTURAL SHEETS IN THE TITLE BLOCK THE
	ARCHITECT OF RECORD WHICH SEALED THE PLANS HADN?T
	PLACED THE PRINTED NAME OF THE DESIGN PROFESSIONAL.
	61G1-16.004FL. ADMIN. CODE.PLANS PREPARED BY A
	REGISTERED ARCHITECT SHALL INCLUDE A TITLE BLOCK WHICH
	MUST:
	- STATE THE FIRM NAME, ADDRESS AND TELEPHONE
	NUMBER
	XX- STATE THE FIRM LICENSE NUMBER
	- STATE PROJECT NAME OR IDENTIFICATION
	XX - STATE DATE PREPARED- INCLUDE AN ORIGINAL SIGNATURE
	AND DATED SEAL, IN THE SET BEING
	REVIEWED ONLY THE TOP SHEET OF THE
	ARCHITECTURAL SHEETS HAS A DATE ON THEM.
	XX - INCLUDE THE PRINTED NAME OF THE ARCHITECT SEALING
	THE PLANS.

	8) SHEET S0.0 HART, GAUGLER & ASSOCIATES, INC. IS
	MISSING THEIR CERTIFICATE OF AUTHORIZATION. 471.023
	F.S.CERTIFICATE OF AUTHORIZATION.THE TITLE BLOCK
	FOR ANY
	SHEET BEARING THE NAME OF AN ENGINEER PRACTICING UNDER
	A FICTITIOUS NAME, A CORPORATION, OR A PARTNERSHIP,
	OFFERING ENGINEERING SERVICES, SHALL INCLUDE THE
	CERTIFICATE OF AUTHORIZATION NUMBER. ADD THE NUMBER TO
	EACH SHEET.

	9) SHEET S0.0 THE ENGINEER OF RECORD HAS NOT:
	61G15-23.002(2)FL. ADMIN. CODE.
	PLANS SIGNED & SEALED BY A PROFESSIONAL ENGINEER SHALL
	INCLUDE EITHER THE NAME, ADDRESS AND LICENSE NUMBER OF
	THE ENGINEER OR, THE NAME AND LICENSE NUMBER OF THE
	ENGINEER AND THE NAME, ADDRESS AND CERTIFICATE OF
	AUTHORIZATION NUMBER OF THE ENGINEERING BUSINESS
	THROUGH WHICH THE ENGINEER IS PRACTICING (471.025 F.S.
	AND 471.023 F.S.).

	10) STRUCTURAL DESIGN CALCULATIONS ARE MISSING TITLE
	BLOCK INFORMATION AS WELL AS NOT HAVING AN INDEX OF HOW
	MANY SHEETS ARE IN THIS REPORT. FL S S 471.025

	11) ARCHITECTURAL AS WELL AS STRUCTURAL PLANS INDICATE
	STRUCTURAL WORK TO BE ACCOMPLISHED UNDER THIS PERMIT.
	NOTE THIS BUILDING BEING A 5 STORY STRUCTURE WILL
	REQUIRE A THRESHOLD
	INSPECTION PLAN AND A THRESHOLD INSPECTOR.

	11A)FL S. S. 553.71(7) " THRESHOLD BUILDING"
	MEANING ANY BUILDING WHICH IS
	GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
	HAS AN ASSEMBLY OCCUPANCYCLASSIFICATION AS DEFINED IN
	THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN
	AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
	PERSONS. 105.13.1 THE ENFORCING AGENCY SHALL REQUIRE
	A SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS
	ON A THRESHOLD
	BUILDING PURSUANT TO A STRUCTURALINSPECTION PLAN
	PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
	INSPECTION PLAN MUST BE SUBMITTED TO THEENFORCING
	AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
	THE CONSTRUCTION OF A THRESHOLD BUILDING.
	THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
	PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
	THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
	COMPLIANCE WITH THE PERMITTED DOCUMENTS.

	11B) WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION
	SERVICES DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A
	SPECIAL INSPECTOR AS REQUIRED BY S. 553.79(5) FLORIDA
	STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
	CODE. CONTACT HAROLD PISKURA MANAGER OF THE SPECIAL
	INSPECTOR PROGRAM AT (561) 805-6711 FOR FURTHER
	INFORMATION BEFORE THE PERMIT MAY BE ISSUED.

	11C)W.P.B. AMENDMENT 105.13.4.4 ALL PLANS FOR THE
	BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY
	THE ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
	THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S
	KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
	APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
	LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
	FLORIDA STATUTE.

	12) THE STRUCTURAL SHEET S0.0 FOUNDATION DESIGN
	INDICATES THERE TO BE A GEOTECHNICAL SOILS ENGINEER
	SHALL VERIFY THAT THE SOILS OF THE DESIGN BEARING
	CAPACITY HAVE BEEN ENCOUNTERED. 1802.2.1 QUESTIONABLE
	SOIL. WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN
	DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT
	SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
	OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
	BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
	PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 .

	13) S0.0 WIND DESIGN DOES NOT INDICATE IF THIS IS TAKEN
	FROM TABLE 1609.6 OR ASCE 7-02, NOTE AGAIN THIS IS A 5
	STORY BUILDING NOT A SINGLE STORY BUILDING?

	14)SHEET S0.0 INDICATES VARIOUS STANDARDS, EXAMPLE
	ACI 318 MOST RECENT EDITION, PLEASE SEE CHAPTER 35
	WHICH LIST ALL THE STANDARDS AND YEARS THAT ARE
	REFERENCED IN THE 2004 FBC.

	15) S0.0 ALSO HAS STANDARDS FOR THE HIGH VELOCITY
	HURRICANE ZONE WHICH ARE UNENFORCEABLE EXCEPT DADE &
	BROWARD COUNTIES PLEASE REMOVE.
	16) S0.0 INSPECTIONS REQUIRED, PLEASE UPDATE TO A
	THRESHOLD INSPECTION PLAN AS PER FL S S 553.7(71).

	17)FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
	PROVIDE 2 COPIES
	(FOR THRESHOLD BUILDINGS (3 COPIES) OF PRODUCT TESTING
	REPORTS ,MISSING REPORTS ARE AS FOLLOWS:
	17A) FIXED WINDOWS, STOREFRONT
	17B) GLAZED EXTERIOR SWING DOOR, SINGLE AND PAIRS 17C)
	DOORS W/ SIDELIGHTS
	17D) FOLDING DOOR SYSTEM
	17E) HURRICANE SHUTTER, HORIZONTAL ROLLER
	17F) TRUSS ANCHOR TYPE HARDWARE
	17G) LOUVER
	17H) ROOFING ASSEMBLIES W / INSULATION

	18) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
	AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
	FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
	SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
	PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
	SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
	IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
	HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
	LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
	9B-72.

	19) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
	PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
	REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
	RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.

	20) ) SHEET EX1.1 INDICATES POINTS WHERE THE EXIT IS
	3?-8? BUT THE WIDTH OF THE EGRESS PATH MAY BE AS LITTLE
	AS 30? IN SOME AREAS, PLEASE PROVIDE THE EGRESS PATH
	SHOWING THE FULL 44? WHERE IT SERVES AN OCCUPANT LOAD
	GREATER THAN 50 AND 36? WHERE REQUIRED FOR LESS THAN
	50. 1024.9.1.1 THE MINIMUM WIDTH OF AISLES SERVING
	SEATING AT TABLES SHALL BE 44 INCHES (1118 MM).
	EXCEPTION: THIRTY-SIX INCHES (914 MM) WHERE SERVING AN
	OCCUPANT LOAD OF NOT MORE THAN 50.

	21) SHEET A6.2 INDICATES A NEW CANOPY WITH WOOD BEAMS
	AND DECKING. PLEASE REFER BACK TO COMMENT # 3
	CLASSIFYING THIS BUILDING AS A TYPE 1B, SEE TABLE 601
	ROOF CONSTRUCTION FOOTNOTE ?C?, COMBUSTIBLE
	WOOD COMPONENTS AND DECKING WILL NOT BE ACCEPTED,
	UNLESS A 4 HOUR FIRE WALL IS INTRODUCED CREATING A
	SEPARATE BUILDING. THERE MAY BE OTHER ISSUES THEN WITH
	THE MEP PLANS AS WELL AS FIRE SPRINKLER AND FIRE
	ALARM.

	22)SHEET A6.3 INDICATES IN VARIOUS DETAILS THE USE OF
	PLYWOOD SUB-SHEATHINGWITHIN EXTERIOR NON-LOAD BEARING
	WALLS. SEE SECTION 603 .1.1(1.2)FIRE RETARDANT
	?TREATED WOOD SHALL BE PERMITTED.

	23)SHEET A6.3 PLEASE PROVIDE PRODUCT INFORMATION ON
	THE STUCCO TAPE TO BE USED ON STC-1 WALLS? ADDITIONAL
	INFORMATION REQUIRED 106.1.2.

	24)BUILDING PROVISO:A6.4 DETAIL # 2 & S5.0 FOR A
	BRUSHED ALUMINUM CANOPY, THIS WILL REQUIRE SHOP
	DRAWINGS, TO BE UNDER A SEPARATE PERMIT. THIS STRUCTURE
	DOES NOT MEET THE REQUIREMENTS OF 3105, MUST MEET THE
	140 MPH PROVISIONS OF 1609.6.

	25) SHEET A3.1/A6.2 BOTH INDICATE A CANOPY WITH ROOF
	SLOPE AND A DETAIL WITH A CURB OF APPROXIMATELY 3?, IS
	THERE TO BE ROOF DRAINS SCUPPERS AND OR OVER FLOWS?
	ADDITIONAL INFORMATION REQUIRED
	106.1.2*/ 1503.4 & 1503.6.



	102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
	OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
	CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
	RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
	BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
	REQUIREMENT, THE SPECIFIC
	REQUIREMENT SHALL BE APPLICABLE.

	BUILDING PLAN REVIEW
	JIM WITMER C. B. O.
	BUILDING PLAN REVIEW II





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