City of West Palm Beach eGovPlus

Plan Review Details - Permit 07060380

Plan Review Stops For Permit 07060380

Review Stop	AD			ADDRESSING
Rev No	1	Status	P	Date	2007-06-25			Cont ID
Sent By	lursu			Date	2007-06-25	Time	09:13	Rev Time	0.00
Received By	lursu			Date	2007-06-12	Time	12:14	Sent To

Notes

2007-06-25 09:28:04	NEW SITE ADDRESS AS 2112 N JOG RD ,WEST PALM BECAH , FL
	,33411 HAS BEEN ISSUED FOR THE VACANT PARCEL, PCN =
	74424322080050000.

	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]
2007-06-12 12:14:39	THIS LOCATION NEEDS AN ADDRESS

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	2	Status	F	Date	2007-11-05			Cont ID
Sent By	jwitmer			Date	2007-11-05	Time	13:38	Rev Time	2.22
Received By	jwitmer			Date	2007-11-05	Time	13:38	Sent To

Notes

2007-11-05 14:02:49	BUILDING PLAN REVIEW
	PERMIT: 07060380
	ADD: 2112 N JOG RD
	CONT: ALTEK STEEL
	TEL: (561)662-8352

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	2NDREVIEW
	ACTION: DENIED

	1)--- 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.

	2)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.

	3) 2ND REQUEST, 110.2* W. P. B. ADMINISTRATIVE CODE,
	INFORMATION THAT IS REQUIRED FOR RECORD KEEPING & FOR
	CERTIFICATE OF OCCUPANCY:
	A) COMPLIED.
	B) COMPLIED.
	C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6,
	TABLE 601. NOTE SHEET 3.1 INDICATES THIS BUILDING IS
	DESIGNED TO A TYPE IIAFIRE SPRINKLERED BUILDING. IWHEN
	THE DESIGNER DESIGNS A BUILDING TO A MORE RESTRICTIVE
	TYPE OF CONSTRUCTION THAN REQUIRED
	BY CODE, ALL PORTIONS MUST MEET THIS STANDARD.
	PLEASE SEE TABLE 601 FOOTNOTE (C)(2)(I) REQUIRES THE
	TRUSSES, GIRDERS AND ROOF SHEATHING TO BE FIRE
	RETARDANT TREATED WOOD.
	D) COMPLIED.
	E) IF AN AUTOMATIC SPRINKLER SYSTEM ISPROVIDED F)
	WHETHER THE SPRINKLER SYSTEM IS REQUIRED.PLANS INDICATE
	A FIRE SPRINKLER SYSTEM IS IN THE DESIGN BUT NO FIRE
	SPRINKLER PLANS WERE SUBMITTED. 106.3.5.1.1(5)
	G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
	BUILDING PERMIT
	H )SQ. FT. FOOTPRINT

	4)BUILDING PROVISO; 109.3.10* IMPACT OF CONSTRUCTION.
	ALL CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL
	BE PERMORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT
	THE CONDITION OF ADJACENT PROPERTY, UNLESS SUCH
	ACTIVITY IS PERMITTED TO AFFECT SAID PROPERTY PURSUANT
	TO A CONSENT BY THE APPLICABLE PROPERTY OWNER, UNDER
	TERMS & CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY
	OWNER.THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL
	OF DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND
	THE STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
	ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
	WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
	REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
	OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
	CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
	DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,
	DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
	PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
	FT OF PERMEABLE LAND AREA ON ANY PARCELL SHALL AS A
	PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
	DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
	CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED
	TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE
	FINAL INSPECTION.

	5)BUILDING PROVISO:109.3.10.1 HURRICANE PROTECTION.
	IT SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW
	CONSTRUCTION RELATED MATERIALS EQUIPMENT AND DEBRIS TO
	REMAIN LOOSE OR OTHERWISE UNSECURED AT A CONSTRUCTION
	SITE FROM 24 HRS. AFTER A HURRICANE WATCH HAS BEEN
	ISSUED UNTIL THE HURRICANE WATCH OR WARNING HAS BEEN
	LIFTED. ALL SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
	DEBRIS SHALL BE EITHER REMOVED FROM THE CONSTRUCTION
	SITE OR SECURED IN SUCH A MANNER AS TO MINIMIZE THE
	DANGER OF SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
	DEBRIS CAUSING DAMAGE TO PERSONS OR PROPERTY FROM HIGH
	WINDS. ANY PERSONS WHO FAILS TO COMPLY TO REMOVE OR
	SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS
	WITHIN 24 HRS AFTER A HURRICANE WATCH HAS BEEN
	ISSUED SHALL BE SUBJECT TO A FINE NOT TO EXCEED
	$500.00. IN ADDITION TO THE ABOVE, A LICENSED
	CONTRACTOR WHO VIOLATES THIS SECTION SHALL BE SUBJECT
	TO DISCIPLINE PURSUANT
	TO SECTION 113 OF THIS CHAPTER.

	6) COMPLIED.

	7) PROVIDE THE MINIMUM ENERGY INFORMATION FOR SHELL
	BUILDING,13-400.2.A.2 SHELL BUILDINGS. SHELL BUILDINGS
	SHALL COMPLY WITH THIS CODE BY METHOD B OR METHOD C.
	ONCE ALL ENERGY-RELATED DESIGN PARAMETERS ARE KNOWN, A
	METHOD A CALCULATION MAY BE RESUBMITTED. MINIMUM WALL
	AND ROOF INSULATIONS,ETC.

	8) COMPLIED.

	9) SHEET 2.1 IT APPEARS THIS BUILDING IS TO BE FILLED
	CELL MASONARY THE END WALLS AND THE REAR WALLS APPEAR
	TO MISSING THE REQUIRED FILLED CELLS?

	10) SHEET 2.1 PROVIDES A BEAM SCHEDULE AND SHEET A6.1
	PROVIDES BEAM DETAILS, MISSING A BEAM LAYOUT SHEET?

	11)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. SEE WWW.FLORIDABUILDING.ORG

	12) NOTE MIAMI DADE REPORTS THAT DO NOT REFER UNDER
	SUB-HEADING # 3 CALCULATIONS TO BEING TESTED OR IN
	COMPLIANCE WITH THE 2004 FBC NEED TO BE REVIEWED BY AN
	ENGINEER,
	1605.3.1.1 LOAD REDUCTION.
	1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT
	OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE
	EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN
	SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD
	LOAD AND ANY OF THE VARIABLE LOADS.
	2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE
	MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED
	STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD
	COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD
	INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER
	23 .
	THE OLDER NOA'S WERE TESTED WITH THE 1.33 STEEL FACTORS
	FOR THE FASTENERS WHICH IS NOT ALLOWED UNDER THE 2004
	FBC.

	13) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
	PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)
	OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS
	FOLLOWS:
	A) YKK STOREFRONT, NEEDS FLORIDA COVERSHEET, SEE OLDER
	REPORT WILL NEED VARIFICATION OF FASTENERS OR TAKE THE
	REDUCTION, 1605.3.1.1. ONLY ONE REPORT SUBMITTED. B)
	YKK 20 D NARROW STILE OUTSWING DOOR, OLDER REPORT WILL
	NEED VARIFICATION OF THE FASTENERS OR TAKE THE
	REDUCTION, 1605.3.1.1. ONLY ONE REPORT SUBMITTED. C)
	MISSING THE REAR DOORS, HOLLOW METAL DOORS
	D) STORM SHUTTERS SEE COMMENTS BELOW FOR STORM
	SHUTTERS
	E) ROOFING ASSEMBLIES
	E1) MODIFIED, MISSING FLORIDA REPORT, SUBSYSTEMS TO BE
	USED IS NOT HIGHLIGHTED, SEE LIMITATION 7 OR 9!
	E2) MONIER TILE, MISSING FLORIDA COVER SHEET, INDICATE
	ON SHEET 4 OR 5 WHICH TYPE OF FASTENING SYSTEM TO BE
	USED.
	F) TRUSS ANCHORS
	G) WALL LOUVERS

	14) STORM SHUTTERS: PROVIDE STORM PANEL INFORMATION
	WITH INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
	ANCHORS AND MOUNTING TO BE USED
	FOR ALL NON-IMPACT GLAZING. FBC 1606.1.4.FL BLD
	CODE 2004 SECTION 103.6, 1606.1.4, 1707.4 & 3401.7.2.4.
	PROCEDURES:
	1(B) A COMPLETE INSTALLATION SCHEDULE SUMMARIZING &
	IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK
	NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
	BAR REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT
	TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT
	APPLICATION TO FACILITATE PLAN REVIEW AND PERMIT
	ISSUANCE.

	15)BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED,
	IMPACT FEES MUST BE PAID TOPALM 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.

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

	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2007-07-19			Cont ID
Sent By	jwitmer			Date	2007-07-19	Time	21:24	Rev Time	1.22
Received By	jwitmer			Date	2007-07-19	Time	21:07	Sent To

Notes

2007-07-19 22:35:16	BUILDING PLAN REVIEW
	PERMIT: 07060380
	ADD: 2112 N JOG RD
	CONT: ALTEK STEEL
	TEL: (561)662-8352

	FL BLD CODE= 2004 FLORIDA BUILDING CODE
	W/ 2006 FBC REVISIONS
	* WEST PALM BEACH AMENDMENTS

	1STREVIEW
	ACTION: DENIED

	1)--- 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.

	2)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.

	3) 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION
	THAT IS REQUIRED FOR RECORD KEEPING & FOR CERTIFICATE
	OF OCCUPANCY:
	A) THE EDITION OFTHE CODE UNDER WHICH THE PROJECT IS
	DESIGNED.
	B) THE USE AND OCCUPANCY, IN ACCORDANCE WITH THE
	PROVISIONS OF CHAPTER 3.EVEN SHELL BUILDINGS!
	C) THE TYPE OF CONSTRUCTION AS DEFINED IN CHAPTER 6,
	TABLE 601.
	D) THE OCCUPANT LOAD, SEE 1004.
	E) IF AN AUTOMATIC SPRINKLER SYSTEM ISPROVIDED F)
	WHETHER THE SPRINKLER SYSTEM IS REQUIRED.
	G) ANY SPECIAL STIPULATIONS & CONDITIONS OF THE
	BUILDING PERMIT
	H )SQ. FT. FOOTPRINT

	4)109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
	ACTIVITY REGULATED BY THIS CODE SHALL BE PERMORMED IN A
	MANNER SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
	ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
	AFFECT SAID PROPERTY PURSUANT TO A CONSENT BY THE
	APPLICABLE PROPERTY OWNER, UNDER TERMS & CONDITIONS
	AGREEABLE TO THE APPLICABLE PROPERTY OWNER.THIS
	INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF DUST,
	NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
	STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
	ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
	WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
	REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
	ENGINEERING STANDARDS TO PRESERVE THE POSITIVE PATTERNS
	OF THE AFFECTED SITES. ACCORDINGLY, DEVELOPERS,
	CONTRACTORS, AND OWNERS OF ALL NEW RESIDENTIAL
	DEVELOPMENT, INCLUDING ADDITIONS, POOLS, PATIOS,
	DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
	PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
	FT OF PERMEABLE LAND AREA ON ANY PARCELL SHALL AS A
	PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
	DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
	CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED
	TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE
	FINAL INSPECTION.

	5)109.3.10.1 HURRICANE PROTECTION. IT SHALL BE
	UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION RELATED
	MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
	OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24 HRS.
	AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
	HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
	EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
	SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
	CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
	DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
	PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
	CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
	HRS AFTER A HURRICANE WATCH HAS BEEN
	ISSUED SHALL BE SUBJECT TO A FINE NOT TO EXCEED
	$500.00. IN ADDITION TO THE ABOVE, A LICENSED
	CONTRACTOR WHO VIOLATES THIS SECTION SHALL BE SUBJECT
	TO DISCIPLINE PURSUANT
	TO SECTION 113 OF THIS CHAPTER.

	6) SHEET 5.1 INDICATES ROOF DRAINS BUT THERE ARE NO
	SECONDARY OREMERGENCY OVERFLOWS, ALSO PLAN INDICATES
	DOWN SPOUT BUT ON SHEET 4.1 THERE IS NO DOWNSPOUT OR
	RAIN LEADERS SHOWN.
	1503.4.1 GUTTERS.
	GUTTERS AND LEADERS PLACED ON THE OUTSIDE OF BUILDINGS,
	OTHER THAN GROUP R-3 AS APPLICABLE IN SECTION 101.2 ,
	PRIVATE GARAGES AND BUILDINGS OF TYPE V CONSTRUCTION,
	SHALL BE OF NONCOMBUSTIBLE MATERIAL OR A MINIMUM OF
	SCHEDULE 40 PLASTIC PIPE.

	1503.4.3 OVERFLOW SCUPPERS.
	WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
	PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
	PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
	INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
	SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
	VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
	SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
	ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.

	1503.6 PROTECTION AGAINST DECAY AND TERMITES.
	CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
	LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
	WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR
	SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
	ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
	HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
	A ROOF ABOVE ANOTHER ROOF.

	7) PROVIDE THE MINIMUM ENERGY INFORMATION FOR SHELL
	BUILDING,13-400.2.A.2 SHELL BUILDINGS. SHELL BUILDINGS
	SHALL COMPLY WITH THIS CODE BY METHOD B OR METHOD C.
	ONCE ALL ENERGY-RELATED DESIGN PARAMETERS ARE KNOWN, A
	METHOD A CALCULATION MAY BE RESUBMITTED. MINIMUM WALL
	AND ROOF INSULATIONS,ETC.

	8) DISCREPANCY BETWEEN THE LIFE SAFETY PLAN AND SHEET
	3.1, MISSING THE REAR DOORS?

	9) SHEET 2.1 IT APPEARS THIS BUILDING IS TO BE FILLED
	CELL MASONARY THE END WALLS AND THE REAR WALLS APPEAR
	TO MISSING THE REQUIRED FILLED CELLS?

	10) SHEET 2.1 PROVIDES A BEAM SCHEDULE AND SHEET A6.1
	PROVIDES BEAM DETAILS, MISSING A BEAM LAYOUT SHEET?

	11)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. SEE WWW.FLORIDABUILDING.ORG

	12) NOTE MIAMI DADE REPORTS THAT DO NOT REFER UNDER
	SUB-HEADING # 3 CALCULATIONS TO BEING TESTED OR IN
	COMPLIANCE WITH THE 2004 FBC NEED TO BE REVIEWED BY AN
	ENGINEER,
	1605.3.1.1 LOAD REDUCTION.
	1.IT IS PERMITTED TO MULTIPLY THE COMBINED EFFECT
	OF TWO OR MORE VARIABLE LOADS BY 0.75 AND ADD THE
	EFFECT OF DEAD LOAD. THE COMBINED LOAD USED IN DESIGN
	SHALL NOT BE LESS THAN THE SUM OF THE EFFECT OF DEAD
	LOAD AND ANY OF THE VARIABLE LOADS.
	2.INCREASES IN ALLOWABLE STRESS SPECIFIED IN THE
	MATERIALS, SECTIONS OF THIS CODE OR A REFERENCED
	STANDARD SHALL NOT BE PERMITTED TO BE USED WITH LOAD
	COMBINATIONS OF SECTIONS 1605.3.1 . DURATION OF LOAD
	INCREASE SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER
	23 .
	THE OLDER NOA'S WERE TESTED WITH THE 1.33 STEEL FACTORS
	FOR THE FASTENERS WHICH IS NOT ALLOWED UNDER THE 2004
	FBC.

	13) FL BLD CODE 1609.1.4: COMPONENTS & CLADDING,
	PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT INSPECTOR)
	OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE AS
	FOLLOWS:
	A) YKK STOREFRONT, NEEDS FLORIDA COVERSHEET, SEE OLDER
	REPORT WILL NEED VARIFICATION OF FASTENERS OR TAKE THE
	REDUCTION, 1605.3.1.1. ONLY ONE REPORT SUBMITTED. B)
	YKK 20 D NARROW STILE OUTSWING DOOR, OLDER REPORT WILL
	NEED VARIFICATION OF THE FASTENERS OR TAKE THE
	REDUCTION, 1605.3.1.1. ONLY ONE REPORT SUBMITTED. C)
	MISSING THE REAR DOORS, HOLLOW METAL DOORS
	D) STORM SHUTTERS SEE COMMENTS BELOW FOR STORM
	SHUTTERS
	E) FOOFING ASSEMBLIES
	E1) MODIFIED, MISSING FLORIDA REPORT, SUBSYSTEMS TO BE
	USED IS NOT HIGHLIGHTED, SEE LIMITATION 7 OR 9! E2)
	MONIER TILE, MISSING FLORIDA COVER SHEET, INDICATE ON
	SHEET 4 OR 5 WHICH TYPE OF FASTENING SYSTEM TO BE
	USED.

	14) STORM SHUTTERS: PROVIDE STORM PANEL INFORMATION
	WITH INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
	ANCHORS AND MOUNTING TO BE USED
	FOR ALL NON-IMPACT GLAZING. FBC 1606.1.4.FL BLD
	CODE 2004 SECTION 103.6, 1606.1.4, 1707.4 & 3401.7.2.4.
	PROCEDURES:
	1(B) A COMPLETE INSTALLATION SCHEDULE SUMMARIZING &
	IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK
	NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
	BAR REINFORCING REQUIREMENTS, WALL PRESSURE ZONES, SLAT
	TYPES, ETC., SHALL BE SUBMITTED AT TIME OF PERMIT
	APPLICATION TO FACILITATE PLAN REVIEW AND PERMIT
	ISSUANCE.

	15)BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED,
	IMPACT FEES MUST BE PAID TOPALM 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.

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

	TEL: (561)805-6715
	FAX: (561)659-8026
	E-MAIL: [email protected]

Review Stop	E			ELECTRICAL
Rev No	2	Status	F	Date	2007-10-30			Cont ID
Sent By	dpalmer			Date	2007-10-30	Time	13:44	Rev Time	0.00
Received By	dpalmer			Date	2007-10-30	Time	12:07	Sent To

Notes

2007-10-30 13:45:09
	DENIED 2ND REVIEW

	** PLEASE SEE SOME ITEMS FROM PREVIOUS REVIEW ARE IN
	NEED OF ADDRESSING ALONG WITH NEW COMMENT AS NEW
	INFORMATION IS ONLY NOW BEING SUBMITTED FOR REVIEW.



	1) NOTE: PLEASE KNOW AS PER FS 481.229, PLANS AND
	DOCUMENTS MAY NOT BE DONE BY A DESIGNER WHO IS NOT
	LICENSED UNDER FS 481 OR 471.
	PLEASE SEE THIS ALSO INCLUDES DESIGNS FOR ENERGY
	CALCULATIONS.
	PLEASE CONTACT THE BOARD OF ARCHITECTS PROSECUTING
	ATTORNEY MR. DAVID MINACCI FOR ANY QUESTIONS REGARDING
	THIS.
	BY REVISING A TITLE BLOCK DOES NOT ALLEVIATE OR CHANGE
	THE STATUTES WHICH IS IN EFFECT.

	2) NOTE: PLEASE SEE THE PREVIOUS REVIEW REQUESTED
	ENERGY CALCULATIONS AS REQUIRED PER 13-101.1.6 HOWEVER
	AS CALCULATIONS HAS NOW BEEN SUBMITTED AND THEY DO NOT
	CORRELATE WITH PLANS.
	PLEASE SEE THE LIGHTING ON PLANS NEEDS TO BE SPECIFIC
	AND THE ASSUMED ALLOWANCES FOR INTERIOR LIGHTING NEEDS
	TO BE FIGURED.
	PLEASE SEE THE CALCULATIONS ALSO DO NOT INCLUDE ANY
	EXTERIOR LIGHTING WHICH IS NOT POSSIBLE WHEN THE PLANS
	DO HAVE AND CONTAIN EXTERIOR LIGHTING.
	PLEASE SEE ONLY ONE COPY OF CALCULATIONS WERE SUBMITTED
	WHEN TWO SIGNED, DATED AND SEALED SETS ARE REQUIRED.
	PLEASE ALSO BE SURE THE OWNER AGENT IS SIGNED.
	PLEASE SEE NOTES ABOVE IN NOTE #1.

	3) NOTE: PLEASE SEE PROVIDE THE SPECIFIC INFORMATION ON
	THE FIXTURES WHICH ARE BEING INSTALLED. PLANS MENTIONS
	THESE ARE TO BE SELECTED BY THE OWNER HOWEVER THESE IS
	REQUIRED AT THIS TIME.

	4) NOTE: PLEASE SEE PREVIOUS REVIEW NOTE MENTIONED
	ELECTRICAL LIGHTING CONTROLS FOR INTERIOR LIGHTING. THE
	RESPONSE MENTIONS THIS WILL BE DONE HOWEVER COULD NOT
	LOCATE ANY CONTROL DEVICES.
	FBC 13-415.1.ABC.1.1, 13-415.1.ABC.1.2.

	** PLEASE SEE ANY POSSIBLE CODES FROM OTHER REVIEWER(S)
	WHICH MAY BE REQUESTED.


	** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
	COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
	THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
	NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
	NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
	REVIEWER.

	IMPORTANT
	ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR
	CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL
	OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS
	INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT
	LEAVE ANY OLD/VOIDED SHEETS IN SETS.
	PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
	SHOULD BE SUBMITTED FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY
	DELAYS.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2007-06-26			Cont ID
Sent By	dpalmer			Date	2007-06-26	Time	18:48	Rev Time	0.00
Received By	dpalmer			Date	2007-06-26	Time	18:19	Sent To

Notes

2007-06-26 18:48:47

	* UNSAT *

	1) NOTE: PLEASE SEE THE FOLLOWING CODES ARE TO BE
	STATED ON ARCHITECTURAL SHEETS ALSO. MOST ARE ALREADY
	STATED ON THE E-1 SHEET.
	PLEASE SEE PLANS MENTIONS THE *PALM BEACH COUNTY
	AMENDMENTS* AND THIS PROJECT IS LOCATED IN THE CITY OF
	WEST PALM BEACH.
	PLEASE ADJUST.
	2004 FBC W/ 2006 REVISIONS
	2005 NFPA-70
	2003 NFPA-101

	** PLEASE SEE ANY POSSIBLE CODES FROM OTHER REVIEWER(S)
	WHICH MAY BE REQUESTED.

	2) NOTE: PLEASE KNOW THAT THE SPACE EVEN AS A SHELL
	WILL BE REQUIRED TO CONTAIN INTERIOR LIGHTING FOR
	INGRESS/EGRESS IN SPACE. THESE MAY BE CONTROLLED BY OS
	DEVICES OR MANUAL SWITCHES AS ENTRANCE/EXIT LOCATIONS.

	PLEASE SEE THIS WILL ALSO BE REQUIRED BY THE FIRE
	MARSHAL'S OFFICE.
	NFPA-101 7.8. THE EMERGENCY BATTERY BACK UP LIGHTS
	SHOWN ON PLANS ARE OK FOR LOSS OF POWER.

	3) NOTE: PLEASE SUBMIT ENERGY CALCULATIONS AS REQUIRED
	FOR NEW BUILDINGS.
	PLEASE SEE METHOD FOR SHELL SPACES. 13-415.1.AB.1.1,
	13-415.2

	4) NOTE: PLEASE LABEL MAINS PER 230.2E : EXAMPLE, MAIN
	1OF3, MAIN 2 OF 3 ETC.

	5) NOTE:PLEASE SEE THAT NOW THAT AN ADDRESS HAS BEEN
	ASSIGNED. PLEASE BE SURE TO REVISE THE TITLE BLOCKS FOR
	NEW ADDRESS WHICH WAS ASSIGNED AS 2112 N. JOG RD. **
	PLEASE BE SURE TO ALSO REVISE THE PERMIT APPLICATION. A
	NEW PERMIT APPLICATION WILL BE ATTACHED TO NOTES FOR
	CONVENIENCE AS THERE ARE SEVERAL ITEMS ON PERMIT
	APPLICATION WHICH ARE NOT VISIBLE.
	FAC 61G1-16.004, 61G15-23.002

	IMPORTANT
	ONCE ALL REVIEWS ARE DONE AND PLANS ARE
	PICKED UP FOR CORRECTIONS, PLEASE BE
	SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
	SHEETS AND ONLY INSERT NEW REVISED
	SHEETS INTO TWO COMPLETE SETS FOR REVIEW
	AND STAMPING. DO NOT LEAVE ANY
	OLD/VOIDED SHEETS IN SETS.
	PLEASE KNOW ONLY ONE SET OF THE
	OLD/VOIDED SHEETS SHOULD BE SUBMITTED
	FOR REFERENCE.
	THIS WILL HELP IN THE REVIEW PROCESS AND
	AVOID ANY DELAYS.

	** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
	COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
	THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
	NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
	NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
	REVIEWER.

	** PLEASE BE SURE TO SEE ANY COMMENTS FROM OTHER TRADES
	WHICH MAY AFFECT ELECTRICAL PLANS AND DESIGN CHANGES.

	DEWEY PALMER
	ELECTRICAL PLAN REVIEW II
	CONSTRUCTION SERVICES DEPT.
	CITY OF WEST PALM BEACH
	561-805-6717
	[email protected]

Review Stop	ENG			ENGINEERING CSD
Rev No	2	Status	F	Date	2007-11-01			Cont ID
Sent By	rchokshi			Date	2007-11-01	Time	14:20	Rev Time	0.00
Received By	rchokshi			Date	2007-11-01	Time	13:32	Sent To

Notes

2007-11-01 14:20:38	*FAILED** PLEASE PROVIDE THE FOLLOWING:

	1.PLEASE SHOW ON DRAWINGSTHE LOCATION OF DUMPSTER &
	ITS ENCLOSURE AND THEIR DETAILSPER CITY OF WPB,
	LOCATION MUST BE ACCESSIBLE FOR PICKUP TRUCK.
	PERYOUR RESPONSE OF 8/8/07, SITE PLAN SHEET 1.1 OR
	2 OF 9 DO NOT SHOW NEITHER LOCATION NOR DETAILS OF
	DUMPSTER.
	2.MAKE SURE THESE SITE AREAS SHOWN ON DRAWINGS MUST
	MATCH WITH AREAS USED IN STORM WATER QUALITY
	CALCULATIONS.
	YOURRESPONSE OF 8/8/07WAS: "THE SITE AREAS
	.....ARE CORRECT...." .OUR RESPONSE TO YOU:INFACT
	AREA SHOWN ON SITE PLAN SHEET 1.1NOT CONSISTENT WITH
	POST DEVELOPMENT SITE AREAS SHOWN ON SHEET 1 OF 2.FOR
	EXAMPLE ON SITE PLAN SHEET 1.1 TOTAL AREA 75503 SQ FT,
	AND PERVIOUS AREA 5616 SQ FT WHILEYOU HAVE SHOWN ON
	CALCULATION SHEET 1 OF 2TOTAL SITE AREA 17189 SQ FT
	AND PERVIOUS AREA 6870 SQ FTAND SO FORTH INCONSISTENT
	IN IMPERVIOUS AREA ALSO.
	3. PLEASE SHOW ON YOUR DRAWINGS ALL STORM WATER CATCH
	BASINS DRAINS AROUND YOUR SITE
	4.THESTORM STORM WATER QUALITY CALCULATIONS MUST BE
	APPROVED FROM 1000 45TH STREET, ENGINEERING,BEFORE WE
	ISSUE A PERMIT.
	5. PER CITY ORDINANCE NO. 4060-07,PLEASE SHOW ON
	DRAWINGS THE POLLUTION PREVENTION SILT AROUND THE SITE
	& CATCH BASINS DURING CONSTRUCTION AND DURING ALL
	DEMOLITION.HEIGHT OF FENCE SHOULD BE HIGH ENOUGH PER
	FDEP TO STOP DUST & PARTICLES.
	6. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE ISSUE A
	PERMIT.

	PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
	PERMITTING PROCESS

	RASIK CHOKSHI805-6723

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2007-07-12			Cont ID
Sent By	rchokshi			Date	2007-07-12	Time	13:32	Rev Time	0.00
Received By	rchokshi			Date	2007-07-12	Time	13:21	Sent To

Notes

2007-07-12 13:32:21	*FAILED** PLEASE PROVIDE THE FOLLOWING:

	1. PLEASE PROVIDE A COPY OF NOTICE OF INTENT (NOI).
	PLEASE APPLY AT FDEP, NPDES STORMWATER SECTION FOR
	NOI.
	YOU CAN GET NOI INFO FROM
	WWW.DEP.STATE.FL.US/WATER/STORMWATER/NPDES/
	NOTICE OF INTENT DEP FORM 62-621.300(4)(B),
	EFFECTIVE MAY 1, 2003
	2. PLEASE SHOW ON DRAWINGSTHE LOCATION OF DUMPSTER &
	ITS ENCLOSURE AND THEIR DETAILSPER CITY OF WPB,
	LOCATION MUST BE ACCESSIBLE FOR PICKUP TRUCK.
	3. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
	SIDEWALK ELEVATION MUST MEET FLOOD ZONE AREA, & 5,10,
	25, 100 YEAR FLOOD CRITERIATO DETERMINE THE FIRST
	FLOOR ELEVATION, MUST MEET THESE MINIMUM REQUIREMENTS.
	PLEASE SHOW IN YOUR STORM WATER QUALITY CALS.
	4. MAKE SURE THESE SITE AREAS SHOWN ON DRAWINGS MUST
	MATCH WITH AREAS USED IN STORM WATER QUALITY
	CALCULATIONS.
	5. PLEASE SHOW ON YOUR DRAWINGS ALL STORM WATER PIPES
	AROUND YOUR SITE SO, WE CANSEE THE LAYOUT OF STORM
	WATER PIPES.PLEASE SHOW DETAIL OF THE CONTROL
	STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING
	ELEVATION, ETC ON DRAWINGS, DO YOU HAVE DRY/WET POND?
	IF YOU DO,PLEASE SHOW DRY DETENTION/WET DETENTION
	AREAS WITH 100% FILL OF STORM WATER ELEVATION. WHERE
	THE STORM WATER GOES AFTER BLEEDING, IN CITY CANAL, OR
	SFWMD CANAL??
	6. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST AROUND
	YOUR SITE EVENTHOUGH THEY ARE NOT IN YOUR SITE.
	7. PLEASE PROVIDE A COPY OF NPBID PERMIT,, AND A
	LATESTEST COPY OF STORM STORM WATER QUALITY
	CALCULATIONS SHOWING THE WORST CRITERIA TO CALCULATE
	QUALITY CALSTHAT YOU PROVIDED AT 45TH STREET.
	8. PLEASE SHOW ON DRAWINGS THE POLLUTION PREVENTION
	SILT AROUND THE SITE & CATCH BASINS.HEIGHT OF FENCE
	SHOULD BE HIGH ENOUGH PER FDEP TO STOP DUST &
	PARTICLES.
	9. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
	STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED
	10. PLEASE PROVIDE LATEST COPY OF SET OF CIVIL DRAWINGS
	THAT WERE APPROVED AT 45TH STREET.

	PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
	PERMITTING PROCESS

	RASIK CHOKSHI805-6723

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	F	Date	2007-11-07			Cont ID
Sent By	mawillia			Date	2007-11-07	Time	17:36	Rev Time	0.00
Received By	mawillia			Date	2007-11-07	Time	17:00	Sent To

Notes

2007-11-07 17:35:52	***DENIED***

	THE FOLLOWING COMMENTS TAKEN FROM THE PREVIOUS FIRE
	PLAN REVIEW STILL NEED TO BE ADDRESSED:

	02.ALL FIRE LINES/FIRE HYDRANT(S) TO BE INSTALLED AND
	IN WORKING CONDITION BEFORE, DURING, AND AFTER BUILDING
	CONSTRUCTION.SHOW THE LOCATION OF THE NEAREST FIRE
	HYDRANT(S) TO THE PROPOSED STRUCTURE

	09.THE PROJECT DATA ON SHEET 3.1 STATES THAT THERE
	ARE FOUR (4) EXITS, WHEREAS THE LIFE SAFETY SUMMARY ON
	SHEET 7.1 LISTS TWO (2) EXIT DOORS.PLEASE INCLUDE THE
	ACTUAL NUMBER OF EXITS IN THE PROJECT DATA (SHEET 3.1)
	AND LIFE SAFETY SUMMARY (SHEET 7.1) AS ILLUSTRATED ON
	SHEET 7.1

	10.IT IS STATED THAT THE BUILDING WILL BE
	SPRINKLERED.IN THE EVENT OF A FIRE, HOW AND WHERE
	WILL WATER BE INTRODUCED INTO THE BUILDING?S

	11.AS IT RELATES TO THIS SPRINKLERED BUILDING, HOW
	WILL NOTIFICATION FOR EMERGENCY RESPONSE BE
	ACCOMPLISHED IN THE ACTIVATION OF THE SPRINKLER
	SYSTEM?


	TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
	LETTER INDICATING HOW/WHERE(ON THE PLAN) EACH ITEM WAS
	ADDRESSED.


	CAPT. MICHAEL A. WILLIAMS
	FIRE PLAN REVIEW
	561-805-6722

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2007-07-26			Cont ID
Sent By	mawillia			Date	2007-07-26	Time	13:26	Rev Time	0.00
Received By	mawillia			Date	2007-07-26	Time	11:54	Sent To

Notes

2007-07-26 13:25:52	***DENIED***


	01.THE NUMERICAL ADDRESS SHALL BE IN THE TITLE BLOCK
	OF EACH SUBMITTED PLAN SHEET.

	02.ALL FIRE LINES/FIRE HYDRANT(S) TO BE INSTALLED AND
	IN WORKING CONDITION BEFORE, DURING, AND AFTER BUILDING
	CONSTRUCTION.

	03.NFPA 101, LIFE SAFETY CODE, 2003 EDITION SHALL BE
	REFERENCED.

	04.STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR
	DEMOLITION OPERATIONS SHALL COMPLY WITH NFPA 241.

	05.CONSTRUCTION OPERATIONS SHALL NOT INTERFERE OR
	HINDER EMERGENCY RESPONSE ACCESS TO THE SAID PROPERTY
	OR VICINITY THEREOF (INCLUDING STREETS, FIRE LANES,
	ETC).

	06.ON THE APPROPIATE EXTERIOR ELEVATION, POSTS THE
	NUMERICAL ADDRESS TO BE VISIBLE FROM NORTH JOG ROAD. AS
	PER WEST PALM BEACH CODE, THE NUMBERS SHALL BE NO LESS
	THAN 6" IN HEIGHT AND NO LESS THAN 1" IN WIDTH.

	07.ON THE APPROPIATE EXTERIOR ELEVATION AT THE MAIN
	ENTRANCE, SHOW/DISPLAY THE DISTINGUISHABLE SUITE
	NUMBER.AS PER WEST PALM BEACH CODE, THE UNIT NUMBERS
	SHALL BE NO LESS THAN 3" IN HEIGHT AND NO LESS THAN 1"
	IN WIDTH.IF THE SUITE/UNIT HAS AN EXTERIOR DOOR, AN
	UNIT NUMBER SHALL ALSO BE POSTED.

	08.ON SHEET 7.1, NO EXIT DOORS ARE SHOWN ON THE WEST
	ELEVATION;HOWEVER, ON SHEET 4.1, DOORS ARE SHOWN ON
	THIS ELEVATION.PLEASE EXPLAIN.

	09.THE PROJECT DATA ON SHEET 3.1 STATES THAT THERE
	ARE FOUR (4) EXITS, WHEREAS THE LIFE SAFETY SUMMARY ON
	SHEET 7.1 LISTS TWO (2) EXIT DOORS.PLEASE EXPLAIN.

	10.IT IS STATED THAT THE BUILDING WILL BE
	SPRINKLERED.IN THE EVENT OF A FIRE, HOW AND WHERE
	WILL WATER BE INTRODUCED INTO THE BUILDING?

	11.AS IT RELATES TO THIS SPRINKLERED BUILDING, HOW
	WILL NOTIFICATION FOR EMERGENCY RESPONSE BE
	ACCOMPLISHED IN THE ACTIVATION OF THE SPRINKLER
	SYSTEM?


	TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
	LETTER INDICATING HOW/WHERE(ON THE PLAN) EACH ITEM WAS
	ADDRESSED.


	CAPT. MICHAEL A. WILLIAMS
	FIRE PLAN REVIEW
	561-805-6722

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2007-10-10			Cont ID
Sent By	adarroug			Date	2007-10-10	Time	16:10	Rev Time	0.00
Received By	adarroug			Date	2007-10-10	Time	16:10	Sent To

Notes

2007-10-29 08:34:01	TO "COMM" BD#20
2007-10-10 16:10:24	WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2007-07-26			Cont ID
Sent By	mawillia			Date	2007-07-26	Time	11:54	Rev Time	0.00
Received By	mawillia			Date	2007-06-13	Time	16:56	Sent To

Notes

2007-06-26 09:20:10	TO "COMM" BD#11
2007-06-13 16:56:12	WAITING FOR "COMM" BD

Review Stop	M			MECHANICAL (A/C)
Rev No	2	Status	F	Date	2007-11-17			Cont ID
Sent By	rregueir			Date	2007-11-17	Time	14:34	Rev Time	0.00
Received By	rregueir			Date	2007-11-17	Time	13:32	Sent To

Notes

2007-11-17 13:51:36	REVIEW #: 2ND
	ACTION: DENIED

	FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS
	FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH

	THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH
	PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER'S WRITTEN
	RESPONSES FOR THE PURPOSE OF CONTINUITY.

	1. ENERGY CALCULATIONS:
	A) PROJECT SUMMARY STATES THIS IS A NEW FINISHED
	BUILDING, BUT PLANS INDICATES THIS IS A SHELL BUILDING.
	PLEASE COORDINATE PLANS AND CALCULATIONS.
	B) ENERGY CALCULATIONS ARE TO BE CERTIFIED BY THE
	OWNER, PROJECT ARCHITECT (REGISTERED IN THE STATE OF
	FLORIDA), OR OTHER OFFICIALLY DESIGNATED AGENT ALLOWED
	IN SECTION 103.2 IN ACCORDANCE WITH FBC 13-103.1
	C)MANUAL J INCLUDED WITH ENERGY CALCULATIONS INDICATE
	BARE CONCRETE BLOCK WALLS WITH INSULATION VALUE OF
	R-11. WHAT IS THE BASIS FOR THIS VALUE? MANUAL J ALSO
	INDICATES A METAL DECK ROOF WITH 3 INCHES OF INSULATION
	WITH A VALUE OF R-19. WHAT IS THE BASIS FOR THIS
	VALUE?
	D) THE VALUES USED IN THE MANUAL J AND THE ENERGY
	CALCULATIONS SHALL BE SHOWN ON PLANS, IN SUFFICIENT
	DETAIL, INCLUDING ALL PERTINENT DATA AND FEATURES OF
	THE BUILDING AND THE EQUIPMENT AND SYSTEMS AS HEREIN
	GOVERNED INCLUDING, BUT NOT LIMITED TO: DESIGN
	CRITERIA, EXTERIOR ENVELOPE COMPONENT MATERIALS,
	U-VALUES OF THE ENVELOPE SYSTEMS, R-VALUES OF
	INSULATING MATERIALS, SIZE AND TYPE OF APPARATUS AND
	EQUIPMENT, EQUIPMENT AND SYSTEMS CONTROLS AND OTHER
	PERTINENT DATA TO INDICATE CONFORMANCE WITH THE
	REQUIREMENTS OF THIS CODE. FBC 13-103.2

	2. SEE PLUMBING CODE FOR MINIMUM FACILITIES REQUIRED.

	3. MANUAL J SHOWS 300 CFM OF VENTILATION AIR FOR EACH
	SYSTEM. WHAT IS THE BASIS FOR THIS NUMBER? PREVIOUS
	REVIEW REQUESTED OUTSIDE AIR CALCULATIONS BASED ON
	FBC,M TABLE 403.3. NONE WERE PROVIDED. OUTSIDE AIR
	CALCULATIONS SHALL BE BASED ON OCCUPANCY
	CLASSIFICATION, OCCUPANT LOAD AND CFM/PERSON AS
	REQUIRED BY TABLE 403.3. SHOE THE MINIMUM REQUIRED
	OUTSIDE AIR RATE FOR THIS SPACE AND SHOW CORRELATION
	WITH MANUAL J FOR PROPER SYSTEM SIZING.

	NEW COMMENT: WALL LOUVERS HAVE BEEN ADDED TO THE
	DRAWINGS. LOUVERS ARE GOVERNED BY FAC RULE 9B-72 AND AS
	SUCH, PRODUCT APPROVAL IS REQUIRED. SUBMIT TWO COPIES
	OF THE PRODUCT APPROVAL FOR THE SPECIFIC BRAND OF
	LOUVER TO BE USED. FOR MORE INFORMATION ON THE FLORIDA
	PRODUCT APPROVAL SYSTEM PLEASE VISIT:
	WWW.FLORIDABUILDING.ORG

	IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
	RONALD J. REGUEIRO
	561.805.6719
	[email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2007-07-13			Cont ID
Sent By	rregueir			Date	2007-07-13	Time	11:18	Rev Time	0.00
Received By	rregueir			Date	2007-07-13	Time	09:56	Sent To

Notes

2007-07-13 11:18:20	--------------DENIED------------------

	FBC 2004 CODE FAMILY W/ 2006 REVISIONS
	FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH

	1. NO MECHANICAL INFORMATION WAS PROVIDED ASIDE FROM
	THE ROOF PLAN SHOWS 3 RTU'S.PLEASE SEE THE MINIMUM
	PLAN REVIEW CRITERIA FOR COMMERCIAL BUILDINGS AS
	REQUIRED BY FBC 106.3.5.

	2. FLOOR PLAN SHOWS PROVISIONS FOR TWO TOILET ROOMS.
	PLEASE SHOW PROVISIONS FOR MECHANICAL EHAUST PER FBC,M
	TABLE 403.3.

	3. PLEASE SHOW OUTDOOR AIR CALCULATINS INCLUDING
	OCCUPANCY CLASIFICATIONS, OCCUPANT LOAD AND OUTDOOR AIR
	REQUIRED PER FBC, M 403.3.

	NOTE: ADDITIONAL COMMENTS ARE POSSIBLE BASED ON NEW
	INFORMATION WHICH MAY BE PROVIDED FOR NEXT REVIEW.

	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
	RONALD J REGUEIRO
	561.805.6719
	[email protected]

Review Stop	P			PLUMBING
Rev No	2	Status	F	Date	2007-12-04			Cont ID
Sent By	kstevens			Date	2007-12-04	Time	16:12	Rev Time	0.00
Received By	kstevens			Date	2007-12-04	Time	16:12	Sent To

Notes

2007-12-04 16:13:24	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	****SHELL ONLY****

	****FROM PREVIOUS REVIEW:

	1.OK
	2. OK
	3. OK
	4. OK

	5. SHT 5.1 THREE RTU'S ON THE ROOF. PLEASE INDICATE IF
	THERE WILL BE CONDENSATE DRAINING FROM THESE UNITS. IF
	SO PLEASE INDICATE METHOD OF DRAINING FROM THE ROOF.
	****NO RESPONSE, NOT ADDRESSED

	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. REMOVE ALL VOID
	SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY
	ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU
	FOR YOUR ANTICIPATED COOPERATION.
	****NO RESPONSE, NOT ADDRESSED.

	REVIEW BY KEN STEVENS
	(561) 805-6721
	FAX (561) 805-6731
	E-MAIL [email protected]

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2007-07-14			Cont ID
Sent By	kstevens			Date	2007-07-14	Time	13:17	Rev Time	0.00
Received By	kstevens			Date	2007-07-14	Time	13:17	Sent To

Notes

2007-07-14 13:38:49	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1

	****SHELL ONLY****

	1.SHT 3.1 ALTHOUGH THIS IS A SHELL ONLY, NO
	PROVISIONS ARE INDICATED FOR THE REQUIRED DRINKING
	FOUNTAIN. SECTION 403.1. PLEASE BE ADVISED THAT A
	DRINKING FOUNTAIN IS REQUIRED.

	2. AN RPZV BACKFLOW IS REQUIRED ON THE WATER SERVICE OF
	THE BUILDING. SECTION 608.13.2. PLEASE INDICATE ON
	PLANS.

	3. SHT 4.1 WEST ELEVATION DOES NOT SHOW DOWNSPOUTS
	INDICATED ON SHT 5.1 ROOF PLAN. PLEASE CORRELATE
	INFORMATION FROM ELEVATION AND ROOF PLAN. SECTION
	106.1.1.

	4. SHT 5.1 SECONDARY ROOF DRAINS OR SCUPPERS SHALL BE
	PROVIDED WHERE THE ROOF PERIMETER CONSTURCTION EXTENDS
	ABOVE THE ROOF IN SUCH A MANNER THAT WATER WILL BE
	ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY
	REASON/ SECTION 1107.1 PLEASE INDICATE THE LOCATION OF
	THE SECONDARY ROOF DRAINS/SCUPPERS.--SEPARATE
	SYSTEMS ARE REQUIRED PER SECTION 1107.2.

	5. SHT 5.1 THREE RTU'S ON THE ROOF. PLEASE INDICATE IF
	THERE WILL BE CONDENSATE DRAINING FROM THESE UNITS. IF
	SO PLEASE INDICATE METHOD OF DRAINING FROM THE ROOF.

	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. REMOVE ALL VOID
	SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY
	ON TOP OF THE COLLATED PLANS TO BE REVIEWED. THANK YOU
	FOR YOUR ANTICIPATED COOPERATION.

	REVIEW BY KEN STEVENS
	(561) 805-6721
	FAX (561) 805-6731
	E-MAIL [email protected]

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	2007-06-19			Cont ID
Sent By	kdfreema			Date	2007-06-19	Time	15:57	Rev Time	0.00
Received By	kdfreema			Date	2007-06-19	Time	15:57	Sent To

Notes

2007-06-19 15:58:57	NO LANDSCAPE PLAN WAS SUBMITTED, PLEASE MAKE SURE TO
	INCLUDE IT WHEN YOU RESUBMIT.

	PLEASE CALL KELLY FREEMAN, PLANNER, AT 561-822-1435
	WITH QUESTIONS.