City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Permit 05091687
Permit Number	05091687
Review Stop	B
Sequence Number	2

Notes

Date	Text
2007-02-09 15:10:07


	PERMIT: 05091687 BLDG# 3
	ADD:XXX N CONGRESS
	74-43-43-20-00-000-3010
	CONT: E. A. LANDERS
	TEL: (305)823-3938
	FL BLD CODE= 2001 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	COURTNEY LAKES APARTMENTS, LLC

	ARCH: FORUM ARCHITECTURE & INTERIOR DESIGN
	(407)830-1400
	STRUC: ROBERT PLOWFIELD & ASSOC
	(407)657-6657
	2ND REVIEW
	ACTION: DENIED

	*IMPORTANT*
	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.

	1) PROVIDE NOC RECORDED WITH THE CLERK
	OF COURT BEFORE A PERMIT CAN BE ISSUED.
	NOTE NOC WILL BE NULL & VOID 90 DAYS
	AFTER RECORDING AT THE CLERK OF THE
	COURTS OFFICE IF WORK HAS NOT STARTED.
	FL S S 713.13(2).

	2) THIS COMMENT WAS PARTIALLY SATISFIED, FOR THE WHOLE
	OF THE PROJECT (3 BUILDINGS)
	THREE SIGNED & SEALED REPORTS WERE SUBMITTED TO THE
	CITY. THIS WILL SATISFY THE REQUIREMENT
	TO HAVE (1 ) REPORT WITH EACH PERMIT OR BUILDING. THE
	NEED STILL ARISES TO HAVE AT LEAST ONE SIGNED/ SEALED
	ORIGINAL FOR THE CONTRACTOR AS WELL AS THE THRESHOLD
	INSPECTOR.
	AN ADDITIONAL 2 ORIGINAL SOILS REPORTS SIGNED & SEALED
	SHALL BE REQUIRED.
	FL BLD CODE 1804.2.2 QUESTIONABLE
	SOILS, WHERE THE BEARING CAPACITY IS
	NOT DEFINETLY KNOWN OR IS IN QUESTION.
	WHERE THE BEARING CAPACITY OF THE SOIL
	IS NOT DEFINITLY KNOWN OR IS IN QUESTION
	THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
	ATIONS, TEST OR OTHER ADEQUATE PROOF AS
	TO THE PERMISSIBLE SAFE BEARING
	CAPACITY. REQUIRED TEST AND RECOMMENDA-
	TIONS SUBMITTED TO VERIFY BEARING CAPA-
	CITY SHALL BE CERTIFIED BY A GEOTECH-
	NICALREPORT FROM A DESIGN PROFESSIONAL
	PROPERLY LICENSED IN THE STATE OF
	FLORIDA.

	3-4) COMPLIED.

	5)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.

	6)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 OCCUPANCY
	CLASSIFICATION AS DENIED 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 STRUCTURAL INSPECTION PLAN
	PREPARED BY THE ENGINEER OF
	RECORD. THE STRUCTURAL INSPECTION PLAN
	MUST BE SUBMITTED TO THE ENFORCING AGENCY PRIOR TO THE
	ISSUANCE OF A BUILDING
	PERMIT FOR THE CONSTRUCTION OF A THRESH-
	OLD 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.

	7) 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.

	8) COMPLIED.

	9A) 2ND REQUEST, CONTACT LILI URSA FOR ADDRESSING
	REQUIREMENTS @ (561)822-1239

	9B) 2ND REQUEST, PLEASE PROVIDE A COPY OF THE NEW PLAT,
	LOT
	HAS BEEN SUBDIVIDED.

	9C) 2ND REQUEST, ON ALL (3) PERMIT APPLICATIONS CORRECT
	THE PROPERTY CONTROL NUMBER TO
	THE NEW LOT.

	9D) PROVIDE A SITE PLAN WITH LOCATION OF THE PROPOSED
	STRUCTURES WITH DIMENSIONS
	FOR TABLE 600 ISSUES.A2.01 HAS NO DIMENSIONS! RESPONSE
	COMMENTS ARETO SEE CIVIL PLANS ,NO CIVIL PLANS PROVIDED
	IN THIS SET OF PLANS.

	10A-K) COMPLIED.

	11) SHEET A1.05

	11A & B) COMPLIED.

	12)SITE PLAN A2.01
	NEW COMMENT THAT DEALS WITH THE OVER ALL PARKING SPACES
	AND THE REQUIRED NUMBER OF ACCESSIBLE SPACES. THE PLANS
	INDICATE A TOTAL OF 912 SPACES WHERE AS IT APPEARS TO
	BE 1008 PARKING SPACES IF THIS IS TRUE THE REQUIRED
	NUMBER OF ACCESSIBLE SPACES WOULD BE 21.
	CHAPTER 11 PART B- 4PARKING AND PASSENGER LOADING:
	ACCESSIBLE PARKING ON A ROUTE ACCESSIBLE TO WHEELCHAIRS
	FOR AT LEAST 2% OF THE COVERED DWELLING UNITS:
	ACCESSIBLE VISITOR PARKING SUFFICIENT TO PROVIDE ACCESS
	TO GRADE LEVEL ENTRANCES OF COVERED MULTIFAMILY
	DWELLINGS; AND ACCESSIBLE PARKING AT FACILITIES (E.G.,
	SWIMMING POOLS) THAT SERVE ACCESSIBLE BUILDINGS.

	12A) 2ND REQUEST, THERE ARE NO CIVIL PLANS INCORPORATED
	INTO THIS SET OF PLANS TO REVIEW FOR ACCESSIBILITY.
	ACCESSIBLE ROUTE: FAIR HOUSING AT LEAST ONE ACCESSIBLE
	ROUTE SHALL BE
	PROVIDED WITHIN THE BOUNDARY OF THE SITE FROM PUBLIC
	TRANSPORTATION STOPS,
	ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES IF
	PROVIDED, AND PUBLIC
	STREETS OR SIDEWALKS, TO AN ACCESSIBLE BUILDING
	ENTRANCE.

	12B)2ND REQUEST, THERE ARE NO CIVIL PLANS INCORPORATED
	INTO THIS SET OF PLANS TO REVIEW FOR ACCESSIBILITY.
	THE SITE PLAN DOES NOT PROVIDE ANY INFORMATION AS TO
	CURB CUTS, PEDESTRIAN
	CROSS WALKS, ETC. RESPONSE IS THE CIVIL ENGINEER IS TO
	RESPOND? WHERE?

	12B)(1) PLEASE PROVIDE INFORMATION WHICH ACCESSIBLE
	PARKING SPACES WILL BE THE VAN ACCESSIBLE SPACES?
	CHAPTER 11 PART B ANSI A117-1 502.5 PARKING SPACESFOR
	VANS SHALL HAVE A VERTICAL CLEARANCE OF 98" MINIMUM AT
	THE SPACE AND ALONG THE VEHICULAR ROUTE THERETO.

	12B)(2) PLEASE PROVIDE SIGNAGE FOR ALL ACCESSIBLE
	PARKING SPACES . CHAPTER 11 PART B ANSI A117.1502.6.

	13) SHEET A5.40:

	13A-C) COMPLIED.

	13D) TRASH TERMINATION ROOM NO RATING, THE IS NO WALL
	TAG IDENTIFYING THE HOURLY WALL RATING OF THE WALL?
	TABLE 705.1.2.

	13E) FIRE PUMP ROOM NO RATING OF WALL, NFPA
	20:5.1.12.1.1REQUIRES A 2 HR WALL RATING, DOOR
	PROTECTIVE OF1 ? HR.

	13F-I) COMPLIED.

	14) COMPLIED.

	15) SHEET A5.41:

	15A) 2ND REQUEST, TRASH ROOM DETAIL 1& 2 OF A8.20 THE
	DETAIL IS MISSING THE ENCLOSURE TO THE BOTTOM OF THE
	CHUTE ENCLOSURE .705.2.4.2ALL OPENINGS INTO THE SHAFT
	ENCLOSURE,
	INCLUDING THOSE FROM ACCESS ROOMS AND TERMINATION
	ROOMS, SHALL BE PROTECTED IN ACCORDANCE WITH TABLE
	705.1.2.SUCH OPENING PROTECTIVE SHALL BE SELF-CLOSING
	OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE, EXCEPT
	THAT THE OPENING PROTECTIVE BETWEEN THE SHAFT AND THE
	TERMINATION ROOM MAY BE CLOSED BY A HEAT-ACTIVATED
	DEVICE.
	PLEASE PROVIDE INFORMATION ON THE TRASH CHUTE SHOP
	DRAWINGS, WALL THICKNESS OF CHUTE, THE
	SELF CLOSING DEVICES, LOCATION OF SPRINKLER HEADS IN
	THE CHUTE.

	15B) THE TRASH REFUSE ROOM DETAIL 4 / A8.20 INDICATES
	THE 2 HR RATING ON THE FRONT & BACK WALL NOT THE SIDE
	WALLS? NOR RATING OF THE ACCESS ROOM WALLS? TABLE
	705.1.2 & 705.2.4.3.

	15C) NEW COMMENT:SHEET A5.43 INDICATES AN ELEVATOR
	DETAIL 2 /A8.10 , THIS ELEVATOR MACHINE ROOM DOES NOT
	INDICATE WALL OR DOOR RATINGS?

	15D) NEW COMMENT: SHEET A5.44 ROOF ACCESS FROM
	STAIRWELL# 2 PLANS DO NOT IDENTIFY THIS DOORWAY NOR
	RATING.

	15E) NEW COMMENT: SHEET A5.44 STAIRWELL ACCESS TO ROOF.
	SEE 1008 SUCH STAIRWAY SHALL BE MARKED AT STREET AND
	FLOOR LEVELS WITH A SIGN INDICATING THAT IT CONTINUES
	TO THE ROOF.

	15F) NEW COMMENT: SHEET A7.01WALL SECTION# 2& A7.02
	WALL SECTION# 3, DETAIL# 12/ A7.10 INDICATES THE USE OF
	WHAT APPEARS TO BE EFIS WALL SYSTEMS, THERE IS A WALL
	IDENTITY TAG W1-14 , NO SUCH TAG ON SHEET A1.04?

	15G) NEW COMMENT: SHEET A7.02 KEY NOTE # 10 NOTES SEE
	STRUCTURAL DRAWINGS FOR ROOF TRUSS ANCHORAGE, NO
	TRUSSES NEAR THE NOTE, WHY IS THE BATT INSULATION ON
	THE FLOOR?

	15H) NEW COMMENT SHEET A7.02NOTE # 29 INDICATES THE USE
	OF FOAM BAND TRIM ON THE EXTERIOR OF THE BUILDING. SEE
	1404.1.1.ARCHITECTURAL TRIM ON BUILDINGS OF TYPE I,
	II AND IV
	CONSTRUCTION NOT MORE THAN THREE STORIES OR 40 FT
	(12.2 M) HIGH MAY BE OF
	TYPE VI CONSTRUCTION, AND MAY BE OF TYPE VI
	CONSTRUCTION ON ALL BUILDINGS
	OF TYPE III, V AND VI CONSTRUCTION.TRIM SHALL BE
	SECURED TO THE WALL
	WITH METAL OR OTHER APPROVED BRACKETS OR FASTENERS.
	WHEN ARCHITECTURAL
	TRIM IS LOCATED ALONG THE TOP OF EXTERIOR WALLS, IT
	SHALL BE COMPLETELY
	BACKED BY THE EXTERIOR WALL AND SHALL NOT EXTEND OVER
	THE TOP OF EXTERIOR
	WALLS.

	15I) NOTE# 39 DEALS WITH ROOF TILE RIDGE AND EDGE CAPS,
	IT APPEARS TO BE MISPLACED. PLEASE PROVIDE RIDGE AND
	HIP ATTACHMENT METHODS, IF NOT COVERED UNDER THE
	PRODUCT APPROVALS SEE ROOFING STANDARD FRSA/RTI
	07320..


	16) SHEET A7.10.

	16A) COMPLIED.

	16B) SEE 15E & 15F.

	16C) COMMENT# 15H . 2ND REQUEST,
	THIS SAME SECTION INDICATES USE OF
	FOAM TRIM ON THE EXTERIOR OF THE
	BUILDING ABOVE 40'.1404.1.1
	ARCHITECTURAL TRIM ON BUILDINGS OF TYPE
	I, II AND IV CONSTRUCTION NOT MORE THAN
	THREE STORIES OR 40 FT (12.2 M) HIGH MAY
	BE OFTYPE VI CONSTRUCTION, AND MAY BE
	OF TYPE VI CONSTRUCTION ON ALL BUILDINGS
	OF TYPE III, V AND VI CONSTRUCTION.
	TRIM SHALL BE SECURED TO THE WALL WITH
	METAL OR OTHER APPROVED BRACKETS OR
	FASTENERS.WHEN ARCHITECTURAL TRIM IS
	LOCATED ALONG THE TOP OF EXTERIOR WALLS,
	IT SHALL BE COMPLETELY BACKED BY THE
	EXTERIOR WALL AND SHALL NOT EXTEND OVER
	THE TOP OF EXTERIOR WALLS.


	17) 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 APPLICA-
	TION FOR LOCAL PRODUCT APPROVAL OR SITE
	SPECIFIC FORM PER RULE 9B-72. SEE
	ATTACHMENT. WWW.FLORIDABUILDING.ORG

	18) FL BLD CODE 1606.1.5: COMPONENTS &
	CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
	OLD OR RESIDENT INSPECTOR) OF PRODUCT
	TESTING REPORTS,MISSING REPORTS ARE AS
	FOLLOWS:
	A) OPERABLE WINDOWS
	FL 3485TRACO TR-6800 -OK
	FL 3044.3TRACO HS-HC 65 NON-IMPACT WINDOW
	REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
	DENIED
	FL 3044.4TRACO HS-AW 55NON-IMPACT WINDOW
	REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
	DENIED
	FL 3044.5TRACO HS-AW55 NON-IMPACT WINDOW
	REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
	DENIED

	B) FIXED WINDOWS
	FL 3487TRACOTR-3800 - OK
	FL 632KAWNEER EXPIRED NOA NON-IMPACT
	REQUIRED 0-30'LARGE MISSILE, 30'-60'SMALL MISSILE -
	DENIED

	C) MULLIONS MAY OR MAY NOT BE INCLUDED IN THE PRODUCT
	APPROVALS

	D) EXTERIOR HOLLOW METAL DOORS
	FL3078 AMWELD DENIED LOW PRESSURES SINGLE &
	PAIRS

	E) EXTERIOR GLAZED DOORS
	FL 3038TRACO 03-0829.06 SMALL MISSILE ONLY, NO
	PRESSURE TEST - DENIED
	FL 3038.3TRACO 03-0422.04 TR-8910 SMALL
	MISSILE TEST NO PRESSURE TEST - DENIED
	FL 3038.4TRACO 03-0422.04 TR-8910 LARGE
	MISSILE HIGHLIGHT ANCHOR FASTENING SCHEDULE MAY COMPLY
	FL3477TRACO TR-8300SLIDING GLASS DOOR
	NON-IMPACTREQUIRES 0-30' LARGE MISSILE, 30'-60' SMALL
	MISSILE - DENIED

	F) EXTERIOR LOUVERED DOORS NO REPORT SUBMITTED

	G) EXTERIOR RAILINGS- WILL ONLY NEED ENGINEERING NOT A
	PRODUCT APPROVAL

	H) LOUVERS NO REPORT SUBMITTED.

	I) TRUSS ANCHORS NO REPORT SUBMITTED.

	J) ROOF ASSEMBLIES INCLUDING DENSE DECK, INSULATION,
	UNDERLAYMENT, ROOF TILE AND ATTACHMENT METHODS. FL 1559
	SINGLE PLY ROOF SYSTEMS- HIGHLIGHT WHICH SUB-SYSTEM TO
	BE USED.
	NOTE ZONES 2 & 3 MAY REQUIRE ENHANCED FASTENING
	PROVIDE RATIONAL ANALYSIS BY QUALIFIED PROFESSIONAL

	K) EFIS WALL SYSTEMS IF USED

	L)5/8" FIBER TOUGH AQUA ROCK SHEATHING

	M ) PRE-MANUFACTURED ROOF A/C STANDS- OK

	N) ROLL UP DOOR - NO REPORT SUBMITTED

	O) DENSE DECK- MAY BE INCORPORATED IN A PRODUCT
	APPROVAL

	P) ROOF TILE - NO REPORT SUBMITTED- CIRCLE OR HIGHLIGHT
	WHAT ANCHOR METHOD TO INSTALLROOF TILE

	19) IMPACT GLASS IS SPECIFIED, COMPLIED.

	20)IMPACT GLASS IS SPECIFIED, COMPLIED.


	21)IMPACT GLASS IS SPECIFIED, COMPLIED.


	22- 29) COMPLIED

	NOTE: CALCULATED VALUE: $ 10,848,462.00/144,666 SQ
	FT

	ADDITIONAL COMMENTS MAY APPEAR ON THE
	NEXT REVIEW NOT COVERED FROM THE FIRST
	REVIEW DUE TO THE COMMENT RESPONSE OR
	ADDITIONAL INFORMATION NOT PROVIDED
	UNDER THE FIRST REVIEW.
	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026
	COURTNEY LAKES BLD.# 3 REV. (2).DOC