City of West Palm Beach eGovPlus

Plan Review Details - Permit 08030236

Plan Review Stops For Permit 08030236

Review Stop	AD			ADDRESSING
Rev No	1	Status	P	Date	2008-04-16			Cont ID
Sent By	lursu			Date	2008-04-16	Time	13:23	Rev Time	0.00
Received By	lursu			Date	2008-04-16	Time	12:02	Sent To

Notes

2008-04-16 13:23:55	A NEW SITE ADDRESS IS ASSIGNED TO THE NEW WAREHOUSE TO
	BE BUILT ON PCN = 74434309060060100 AS:
	932 28TH ST , WEST PALM BEACH, FL 33407

	QUESTIONS/COMMENTS:
	LACRAMIOARA URSU
	MIS - GIS SUPPORT SPECIALIST
	CITY OF WEST PALM BEACH
	OFFICE:822-1239
	FAX: 822-1249
	E-MAIL:[email protected]

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2008-04-10			Cont ID
Sent By	jwitmer			Date	2008-04-10	Time	11:11	Rev Time	5.55
Received By	jwitmer			Date	2008-04-10	Time	09:28	Sent To

Notes

2008-04-10 13:38:53	BUILDING PLAN REVIEW
	PERMIT: 08030236
	ADD: 928 28TH ST
	CONT: TIM GIVINS BUILDING
	TEL: (561) 533-5828


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

	REVIEW
	ACTION: DENIED

	1A)INFORMATIONAL: 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) INFORMATIONAL: 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 DOCUMENTS
	WEST PALM BEACH ADMINISTRATIVE CODE.

	1C)INFORMATIONAL106.1.1* 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 ) INFORMATIONAL 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 OF
	COMMENCEMENT 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.

	1E)INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
	TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
	THE 2004 FBC BUILDING WITH THE2007 SUPPLEMENTS.
	PLEASE PROVIDE ON YOUR PLANS
	THE 2007 SUPPLEMENTS.

	2) PLEASE CORRECT, THE PERMIT APPLICATION INDICATES BY
	ADDRESS AND PCN THIS WORK WILL BE COMPLETED ON LOT 14
	WHERE AS THE PLANS INDICATE LOT 10. SEE ALSO AREAL
	VIEWS INDICATE A STRUCTURE ON LOT 14 AND NO DEMO
	PERMITS. PLEASE MAKE CORRECTION ON THE PERMIT
	APPLICATION FOR THE ADDRESS AND LCORRECT PROPERTY
	CONTROLNUMBER. CONTACT LILY AT ADDRESSING FOR THE NEW
	ADDRESS FOR LOT# 10
	AT 822-1239.

	3)LANDSCAPE ARCHITECT MORIKOMI IS MISSING THEIR
	CERTIFICATE OF AUTHORIZATION.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.
	THIS MAY BE ADDED BY HAND.

	4)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 .

	5)109.3.10* IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
	ACTIVITY REGULATED BY THIS CODE SHALL BE PERFORMED 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 PARCEL SHALL AS A
	PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
	DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
	PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
	CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
	SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
	OF THE FINAL INSPECTION.

	6) 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.

	7) SHEET A-1 PLEASEPROVIDE THE CODE INFORMATION
	DESIGNED TOO! SEE 1E.

	8) SHEET A-1 CORRECT THE BUILDING TYPE, PLANS INDICATE
	A TYPE IV WHICH IS HEAVY TIMBER PLEASE SEE TABLE 503
	AND 602.4.

	NOTE FOR THIS BUILDING REVIEW THIS BUILDING WILL BE
	REVIEWED TO THE MINIMUM BUILDING TYPE:
	2004 FBC W/ 2007 SUPPLEMENTS
	BUILDING TYPE: V-BF-1MAX OF 8,500 SQ FT.

	9) THE PLANS INDICATE THE BACK WALL WILL BE LOCATED 7.5
	FT. FROM THE PROPERTY LINE REQUIRING A 1 HR FIRE
	RATING, PLEASE PROVIDE HOW THIS SHALL BE ACCOMPLISHED.
	SEE TABLE 602.

	10) SHEET A-1 IN F OCCUPANCIES COMMON PATH OF TRAVEL IS
	LIMITED TO 50'. THE END UNITS 1 & 4 APPEAR TO BE OVER
	BY A PROXXIMATELY 2'-0". PLEASE SEE 1013.3 EXCEPTION#
	4.

	11)SHEET A-1 THE END UNITS 1 & 4 BOTH REQUIRING 2
	EXITS WILL ALSO NEED TO MAKE THE REAR EXIT COMPLY WITH
	11-4.1.3(8)(A)(II)ACCESSIBLE ENTRANCES MUST BE
	PROVIDED IN A NUMBER AT LEAST EQUIVALENT TO THE NUMBER
	OF EXITS REQUIRED BY THE APPLICABLE BUILDING/ FIRE
	CODES.THE REAR EXITS WILL NEED TO BE ACCESSIBLE NO
	DROPPED WALKWAY AND ACCESSIBLE TO THE PUBLIC WAY. (9)
	IN BUILDINGS OR FACILITIES, OR PORTIONS OF BUILDINGS OR
	FACILITIES, REQUIRED TO BE ACCESSIBLE, ACCESSIBLE MEANS
	OF EGRESS SHALL BE PROVIDED IN THE SAME NUMBER AS
	REQUIRED FOR EXITS BY LOCAL BUILDING/ FIRE SAFETY
	REGULATIONS.

	12) THE TWO INTERIOR UNITS THAT DO NOT HAVE ACCESSIBLE
	EXITS WILL INDICATE AS SUCH: 11-4.30.7.

	13) SHEET A-3 WALL SECTION- C, INDICATE ONE-HOUR RATED
	GYPSUM STEEL STUD WALL 3 1/2 INCH STUD @ 12" ON CENTER.
	PLEASE SEE TABLE 2508.1 EITHER GA-216 OR ASTM C 754 FOR
	NON-LOAD BEARING WALLS ,FOR STUD LIMITATIONS AND FOR
	MINIMUM LATERAL LOADING OF 5 LPSF.THE LIMITATION OF
	22'-6". THE WALL AT THE CENTER OF THE BUILDING IS
	APPROXIMATELY 26'-0" TALL THE EAVES 22'-0" TALL.

	14) PLEASE ALSO PROVIDE INFORMATION FOR A 1 HOUR FIRE
	RESISTANT FLEXIBLE SEALENT TO THE ROOF DECK. 708.4./
	713.1.

	15) SHEET A-1 DOES NOT INDICATE ANY EXIT SIGNS SHOW
	COMPLIANCE WITH 1006.3.1.

	16) SHEET A-3 INDICATES THE STEEL FRAME IS A PRE-FAB BY
	OTHERS, THERE IS NO ENGINEERED INFORMATION NOR PLANS
	SUBMITED WITH THIS PACKAGE. 1609..1.1 AND 1609.1.3.

	17)SHEET A-3 INDICATES EAVE TRIM BUT NO GUTTERS.
	1503.3.6 PROTECTION AGAINST DECAY & TERMITES.
	CONDENSATE LINES & ROOF DOWN SPOUTS SHALL DISCHARGE AT
	LEAST 1 FT.
	AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY
	UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS.

	18)MISSING WIND INFORMATION FOR DESIGN:
	1609.6.2 WIND DESIGN PROCEDURES
	1)THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN
	ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE
	ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION.

	2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN
	ACCORDANCE WTIH SECTION1609.5.

	3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
	ACCORDANCE WITH 1609.4.

	4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
	SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4)

	19) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE
	DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
	PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
	SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
	GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
	ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
	POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
	AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
	OF SSTD 12, ASTM E 1886 ANDASTM E 1996, OR MIAMI-DADE
	TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
	GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
	SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
	2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1
	M) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
	MISSILE TEST.

	20)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) EXTERIOR DOORS WITH GLAZED OPENINGS
	B) EXTERIOR HOLLOW MEETAL DOORS
	C) OVERHEAD OR COIL DOORS
	D) SIDING
	E) ROOFING ASSEMBLIES.

	21) 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 ATTACHMENT.
	WWW.FLORIDABUILDING.ORG

	22) 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.

	23) NOTE CANVAS AWNINGS SHALL EQUIRE A SEPERATE
	PERMIT.

	24) PLEASE SEE CALCULATED VALUE OF PROJECT 4600 SQ FT X
	55.46= $ 255,116.00 ADDITIONAL FEES DUE.

	W P B ADMINISTRTIVE CODE 108.2 SCHEDULE OF PERMIT
	FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
	MECHANICAL, AND PLUMBING SYSTEMS OR ALTERATIONS
	REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
	AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
	ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.

	108.3*BUILDING PERMIT VALUATION.
	IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
	CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
	ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
	APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
	PERMIT SHALL BE DENIED.FOR PERMITTINGPURPOSES,
	VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
	REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
	SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
	STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
	FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
	BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
	COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
	VALUATION REFRENCES MAY INCLUDE THE LATEST PUBLISHED
	DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
	(MARSHALL-SWIFT, MEANS, ETC) WITH REGIONAL ADJUSTMENTS
	FOR LOCATION AS PUBLISHED BYTHE INTERNATIONAL CODE
	CONGRESS.

	25)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.

	A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
	RESULT OF THE ADDITIONAL INFORMATION REQUESTED
	ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
	THIS REVIEW.

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

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

	PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
	LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
	REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
	THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
	THEREFORE SUBJECT TO PUBLIC DISCLOSURE.

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2008-03-18			Cont ID
Sent By	dpalmer			Date	2008-03-18	Time	16:28	Rev Time	0.00
Received By	dpalmer			Date	2008-03-18	Time	16:28	Sent To

Notes

2008-03-18 16:28:37	DENIED REVIEW




	1) NOTE: IMPORTANTPLEASE SEE THERE ARE NUMEROUS
	ITEMS MISSING FOR MINIMUM CODE COMPLIANCE, A FULL AND
	COMPLETE REVIEW OF MANY ITEMS COULD NOT BE DONE. THERE
	MAY VERY WELL BE SEVERAL NEW COMMENTS ON THE FOLLOWING
	REVIEW WHICH CAN NOT BE MADE AT THIS TIME.
	FBC 106.3.1, 106.1.2, 106.3.5.1.2 ADMIN SECTIONS FOR
	COMPLETE PLANS.

	2) NOTE: PLEASE SEE THE FOLLOWING CODE SHALL BE STATED
	ON PLANS RELEVANT TO THE MINIMUM DESIGNS. PLANS STATE
	THE LATEST EDITIONS WHICH IS NOT ACCEPTABLE. PLEASE BE
	SURE THE ELECTRICAL AS WELL AS COVER SHEET REFLECTS THE
	FOLLOWING REQUIRED FOR THIS TRADE REVIEWER.
	FBC 2004 W/2007 REVISIONS.
	2005 NFPA-70
	2003 NFPA-101
	FBC 106.1.2, FS 553.73

	3) NOTE: PLEASE SUBMIT A COMPLETE ELECTRICAL RISER
	DIAGRAM SHOWING CODE COMPLIANCE. PLEASE SEE THE
	FOLLOWING SUB SECTIONS AS THERE ARE SEVERAL ITEMS
	MISSING.
	A) PLEASE SEE MISSING REQUIRED GROUNDING ELECTRODE
	SYSTEM. FOR EXAMPLE: PLEASE SEE ONE OF THE ITEMS
	MISSING IS THE REQUIRED FOOTER STEEL.
	B) PLEASE SEE MISSING DISCONNECTS FOR TENANTS.
	C) PLEASE SEE MISSING FEEDERS AFTER THE FIRST MEANS OF
	DISCONNECT.
	D) PLEASE SEE MISSING TAPPED CONDUCTORS.
	E) PLEASE SEE MISSING EQUIPMENT GROUNDING CONDUCTOR(S)
	AFTER THE FIRST MEANS OF DISCONNECT.
	F) PLEASE SEE MISSING CONDUIT TO VERIFY CONDUIT FILL.
	G) PLEASE SEE MISSING AIC RATINGS FOR ALL SERVICE
	EQUIPMENT.
	I) PLEASE SEE MAIN SHOWN AS NEMA 32, WHICH IS NOT
	CORRECT. THERE IS NO SUCH LISTING.
	J) PLEASE SEE MISSING FLOATING NEUTRAL REQUIRED AT
	METERS AFTER THE FIRST MEANS OF DISCONNECT.
	K) PLEASE SEE MISSING PANEL SCHEDULES.
	L) PLEASE SEE MISSING MINIMUM BRANCH CIRCUIT CONDUCTORS
	AND OVER CURRENT PROTECTION(S).
	ETC ETC.
	2005 NEC.
	215.5, 110.9, 90.7, 110.3, 250.122, 250.6, 250.66,
	250.50, 240.4, 310.16, 230.70, 240.24, 250.50, 408.4
	ETC

	4) NOTE: PLEASE SEE THE LOAD CALCULATIONS SUBMITTED DO
	NOT REFLECT ANY CALCULATIONS FROM THE NATIONAL
	ELECTRICAL CODE.
	PLEASE SEE NEC 220.
	FBC 106.3.5.1.2

	5) NOTE: PLEASE COMPLETE ALL CIRCUITING ON PLANS AND
	CORRELATE WITH PANEL SCHEDULES TO BE SUBMITTED. PLEASE
	BE SURE TO SEE 700.12F FOR CIRCUITING OF EMERGENCY AND
	EXIT LIGHTS.
	310.16, 240.4, 408.4
	FBC 106.3.5.1.2

	6) NOTE: PLEASE SEE THE PLANS CALLS FOR 150AMP SERVICE
	TO EACH BAY HOWEVER BASED ON THE RISER DIAGRAM THIS ARE
	ONLY 100AMPS.
	PLEASE CORRELATE ALL.
	FBC106.1.2, NEC 215.5, 240.4, 220 ETC

	7) NOTE: PLEASE SUBMIT ENERGY CALCULATIONS PER FBC
	13-400.3.A, 13-400.3.B,ETC
	PLEASE SEE 13-415.2.ABC.1.1, .1.2 AND .1.3, 13-415.2
	FOR INTERIOR ALLOWANCES.
	PLEASE SEE MISSING LIGHTING CONTROLS PER
	13-415.1.ABC.1.4 FOR EXTERIOR LIGHTING ETC
	AS NO INFORMATION WAS SUBMITTED NO REVIEW OF ANY ITEMS
	COULD BE DONE.
	PLEASE SEE ALL OF CHAPTER 13 AND COMMENTS FROM OTHER
	TRADES.\

	8) NOTE: PLEASE SUBMIT PLANS WHICH ARE SIGNED, DATED
	AND SEALED BY THE DESIGN PROFESSIONAL. PLEASE SEE ONE
	SET SUBMIT HAD THE DESIGNER OF RECORD SIGNATURE
	SCRATCHED OUT AND MISSING RAISED SEAL.
	PLEASE SEE FAC 61G15-23.002 AND FS471.025 AS EACH
	SECTION NOTED REQUIRES BOTH SETS TO BE SIGNED, DATED
	AND SEALED BY THE DESIGNER OF RECORD.

	9) NOTE: PLEASE SEE THE LANDSCAPE ARCHITECTURAL
	PLANS/TITLE BLOCKS ARE MISSING THEIR CERTIFICATE OF
	AUTHORIZATION NUMBER AS REQUIRED PER FAC 61G1-16.004
	AND FS 481.219.
	PLEASE ALSO SEE THE TITLE BLOCKS ARE MISSING THE
	REQUIRED PRINTED NAME AND PRINTED LICENSE NUMBER OF
	SAID DESIGNER.
	** THIS IS REQUIRED WHETHER OR NOT COMMENT IS MADE BY
	OTHER TRADES.

	** DUE TO THE EXTENT OF COMMENTS ABOVE, ONE COPY OF
	PLANS IS BEING RETAINED BY THIS OFFICE.

	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 DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
	ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
	SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
	TWO SETS/FOLDERS/BINDERS ETC.
	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.

	** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY
	COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE
	DO NOT HESITATE IN CONTACTING THIS OFFICE.
	PLEASE SEE BELOW FOR CONTACT INFORMATION.

	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	1	Status	F	Date	2008-03-20			Cont ID
Sent By	rchokshi			Date	2008-03-20	Time	08:55	Rev Time	0.00
Received By	rchokshi			Date	2008-03-20	Time	08:47	Sent To

Notes

2008-03-20 08:55:23	FAILED FOR FOLLOWING REASONS:

	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
	IF THE TOTAL SITE AREA IS LESS THAN AN ACRE, NOI IS NOT
	REQUIRED.

	2. PLEASE SHOW ON DRAWINGS THE POLLUTION PREVENTION
	DETAILS,CLOTHES USED FOR SILT FENCE ETC., PLANS SHOWING
	SILT FENCE AROUND THE SITE & STORM CATCH BASIN DRAINS
	DURING CONSTRUCTION AND ALL DEMOLITION PHASE.HEIGHT
	OF FENCE SHOULD BE HIGH ENOUGH PER FDEP TO STOP DUST
	PARTICLES.

	3. PLEASE PROVIDE A COPY OF BOND FOR ORDINANCE NO.
	4060-07:

	ALL DEMOLITION AND NEW CONSTRUCTION PERMITS, WITH
	EXCEPTION OF SINGLE FAMILY, DUPLEX AND ACCESSORY
	APARTMENT, SHALL POST BONDS OR DEPOSITS FOR THE
	FOLLOWING:

	1. EROSION CONTROL, AND
	2. LAND STABILIZATION

	THE AMOUNT OF THE EROSION CONTROL AND LAND
	STABILIZATION BONDS SHALL BE DETERMINED BY THE ENGINEER
	OF RECORD USING THE CURRENT CITY COST SCHEDULE AND
	VERIFIED BY THE CITY'S ENGINEERING SERVICES DEPT.
	PLEASE CONTACT BRIAN MOREE, ENG SERVICES CONSTRUCTION
	SUPERVISOR, AT 561- 494 -1040 FOR MORE INFORMATION.

	UPON VERTICAL CONSTRUCTION COMMENCEMENT, PAYMENT IN
	FULL OF ALL APPLICABLE FEES, AND COMPLIANCE WITH ALL
	TERMS AND CONDITIONS OF ANY POSTED BOND, THE PERMITTEE
	MAY REQUEST RELEASE OF THE BONDS OR DEPOSITS.

	A COPY OF ORDINANCE NO. 4060-07 MAY BE OBTAINED FROM
	THE CITY CLERK'S OFFICE LOCATED ON THE FIRST FLOOR.

	4. PLEASE SHOW ON DRAWING ALL CITY STANDARDS NOTES FOR
	SIDEWALK, DRIVEWAY, APPROACH, PARKINGS, HANDICAP
	PARKINGS, DUMPSTER ENCLOSURE, YOU CAN GET A C D FOR ALL
	CITY STANDARDS NOTES FROM 1000, 45 STREET, ENGINEERING
	SERVICES, PHONE# 494-1040

	5. DUMPSTERLOCATION MUST BE ACCESSIBLE FOR PICKUP
	TRUCK.

	6. PLEASE PROVIDE A WATER QUALITY CALCULATIONS. PLEASE
	SHOW ON CALCULATION THAT YOU HAVE CONSIDERED FLOOD ZONE
	AREA, & 5,10, 25, 100 YEAR FLOOD CRITERIA AND CROWN OF
	THE ROAD WHEN YOU DETERMINE THE FIRST FLOOR ELEVATION.
	FIRST FLOOR ELEVATION SHOULD BE ATLEAST 1 FOOT HIGHER
	THAN HIGHEST CROWN OF THE ROAD.

	7. PLEASE SHOW ALL STORM WATER PIPES AROUND YOUR SITE
	SO, WE CANSEE THE LAYOUT OF STORM WATER PIPES FROM
	ALL OTHER STORM WATER PIPES. PLEASE SHOW DETAIL OF THE
	CONTROL STRUCTURESWITH ELEVATIONS, NOTCHES, BLEEDING
	ELEVATION, ETC ON DRAWINGS, CALCULATION FOR
	EXFILTRATION TRENCHES, PLEASE SHOW DRY DETENTION/WET
	DETENTION AREAS IN STORM WATER CALS IF YOU HAVE ALL
	THESE. PLEASE RESUBMIT GEO-TECH REPORT AND ALL
	ENVRONMENTAL REPORT.

	8. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
	YOUR SITE FOR STORM WATER DRAIN SO YOUR SITE DO NOT GET
	FLOODED AND HAVE ENOUGH DRAINS.

	9. PLEASE PROVIDE A COPY OF SFWMD PERMIT,, GEO-TECH
	REPORT&STORM WATER QUALITY CALCULATIONS. STORM
	WATER CALS MUST BE APPROVED FROM 100045TH STREET
	ENGINEERING SERVICES BEFORE WE APPROVED.

	PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
	PERMITTING PROCESS

	RASIK CHOKSHI805-6723

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2008-04-14			Cont ID
Sent By	mawillia			Date	2008-04-14	Time	14:04	Rev Time	0.00
Received By	mawillia			Date	2008-04-14	Time	12:51	Sent To

Notes

2008-04-14 13:49:57	***DENIED***

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

	02.THE SCOPE OF WORK SHALL NOT HINDER OR INTERFERE
	WITH EMERGENCY ACCESS TO THE SAID PROPERTY OR THE
	VICINTITY THEREOF (INCLUDING STREETS, ALLEYS, ETC.) .

	03.SHOW/DISPLAY THE NUMERICAL ADDRESS ON THE
	APPROPIATE EXTERIOR ELEVATION WHICH FRONTS 28TH STREET.
	AS PER WEST PALM BEACH CODE, THE NUMBERS SHALL BE NO
	LESS THAN 6' IN HEIGHT AND NO LESS THAN 1" IN
	WIDTH/STROKE.

	04.IT APPEARS THAT THERE WILL BE FOUR UNITS IN THIS
	BUILDING, DISPLAY/SHOW THE UNIT NUMBER AS PER WEST PALM
	BEACH CODE OF 3' IN HEIGHT AND 1" IN WIDTH/STROKE.
	UNIT NUMBERS SHALL NOT BE ON THE FRONT DOORS.UNIT
	NUMBERS MAY BO ON THE REAR DOOR.

	05.LIST THE HAZARD CLASSIFICATION OF THE CONTENTS AS
	LOW, ORDINARY, OR HIGH.

	06.PLEASE SHOW TRAVEL DISTANCE TO THE EXITS.

	07.SHOW THE LOCATION OF THE FIRE EXTINGUISHER(S)
	WHICH SATIFIES THE 75' TRAVEL DISTANCE.

	08.PLANS INDICATE THAT THIS IS A NEW ONE STORY
	PREFABRICATED METAL BUILDING, WHEREAS IT SHOWN THAT
	THIS BUILDING HAS MAXIMUM OF FIVE STORIES.PLEASE
	EXPLAIN.

	09.IT IS STATED THAT THE MAXIMUM NUMBER OF OCCUPANCY
	IS 46 PERSONS, IS THIS FOR THE ENTIRE BUILDING OR FOR
	EACH UNIT?

	10.SPECIFY THE INTERIOR WALL AND CEILING FINISH
	MATERIALS IN TERMS OF CLASS A, CLASS B, OR CLASS C.


	TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
	LETTER INDICATING WHERE ON THE APPROPIATE PLAN SHEET
	EACH COMMENT WAS ADDRESSED


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

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2008-04-14			Cont ID
Sent By	mawillia			Date	2008-04-14	Time	12:51	Rev Time	0.00
Received By	mawillia			Date	2008-03-12	Time	14:53	Sent To

Notes

2008-03-12 14:53:49

TO "COMM" BD#46

Review Stop	L			LANDSCAPING
Rev No	1	Status	P	Date	2008-03-25			Cont ID
Sent By	lfranco			Date	2008-03-25	Time	17:46	Rev Time	0.00
Received By	RKUSSNER			Date	2008-03-25	Time	17:51	Sent To

Notes

2008-03-25 17:51:03	LANDSCAPING:* PASSED WITH PROVISO **

	1.RESPOND TO COMMENTS IN WRITING.

	2.SEE MARK-UPS ON SHEET L-1.RELOCATE HEDGE LOCATED
	ON THE FRONT OF THE PROPERTY, TO INSIDE PERIMETER AS
	NOTED.

	3.PROVIDE SOD AND IRRIGATION IN RIGHT-OF-WAY PER
	ZONING CODE REQUIREMENTS.


	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ME.

	ROBERT KUSSNER
	LANDSCAPE PLANNER
	PLANNING AND ZONING DEPARTMENT
	TEL: (561) 822-1462
	EMAIL: [email protected]

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	N	Date	2008-03-27			Cont ID
Sent By	tgordon			Date	2008-03-27	Time	15:40	Rev Time	0.25
Received By	tgordon			Date	2008-03-27	Time	15:40	Sent To

Notes

2008-03-27 15:44:29	NOTE: A MECHANICAL PERMIT WILL BE REQUIRED FOR THE 4
	BATHROOM EXHAUST FANS.

	NO MECHANICAL PLANS SUBMITTED, AND NO MECHANICAL PERMIT
	NUMBER APPLIED FOR AT THIS TIME.

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2008-04-11			Cont ID
Sent By	kstevens			Date	2008-04-11	Time	06:42	Rev Time	0.00
Received By	kstevens			Date	2008-04-10	Time	14:19	Sent To

Notes

2008-04-11 07:40:06	DENIED
	REFERENCE: FBC-2004 PLUMBING
	FBC-2004 CHAPTER 1
	FBC-2004 CHAPTER 11
	FBC-2004 BUILDING
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	1. INDICATE THE CODES USED TO DESIGN THE PROJECT. THE
	PLANS WILL BE REVIEWED PER THE FLORIDA BUILDING CODE
	2004 EDITION WITH AMENDMENTS UP TO AND INCLUDING THE
	2007 VERSION. SECTION 106.1.2 & FS 553.73(1)(A). PLEASE
	INDICATE ON PLANS.

	2. SHTA-1 PER TABLE 403.1 A SERVICE SINK AND A
	DRINKING FOUNTAIN ARE REQUIRED IN EACH TENANT SPACE.
	THE WATER COOLER SHOWN ON THE FLOOR PLAN DOES NOT MEET
	THE REQUIREMENT FOR A DRINKING FOUNTAIN. SECTION 410.1.
	PLEASE SHOW THE LOCATIONS OF THE SERVICE SINKS AND THE
	DRINKING FOUNTAINS ON THE FLOOR PLAN, SANITARY RISER
	DIAGRAM & THE WATER RISER DIAGRAM. SECTION 403.6.

	3. SHT A-3 BATHROOM ELEVATIONS. SHOW COMPLIANCE WITH
	THE FOLLOWING:
	FOR W/C'S
	A. 11-4.16.2 CLEAR FLOOR SPACE
	B. 11-4.16.3 HEIGHT
	C. 11-4.16.4 GRAB BARS (BEHIND W/C)
	D. 11-4.16.5 FLUSH CONTROLS
	FOR LAVS
	A. 11-4.19.2 HEIGHT & CLEARANCES
	B. 11-4.19.3 CLEAR FLOOR SPACE
	C. 11-4.19.4 EXPOSED PIPES & SURFACES
	D. 11-4.19.5 FAUCETS
	E. 11-4.19.6 MIRRORS

	4. SHT A-3 SANITARY RISER DIAGRAM DOES NOT REFLECT THE
	FLOOR PLAN. PLEASE SUBMIT A RISER DIAGRAM THAT WOULD
	REFLECT THE ACTUAL INSTALLATION. SECTION 106.3.5.1.3.

	5. SUBMIT A WATER ISOMETRIC RISER DIAGRAM THAT REFLECT
	THE FLOOR PLAN. SHOW ALL PIPE SIZES, VALVES ETC.
	SECTION 106.3.5.1.3(3)(13).

	6. PER SECTION 607.1 HOT WATER IS REQUIRED FOR BUILDING
	MAINTENANCE.

	7. SHT A-2 PER SECTION 1503.6 GUTTERS WITH DOWNSPOUTS
	ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6
	INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES
	OR ON A ROOF ABOVE ANOTHER ROOF. PLEASE INDICATE GUTTER
	SIZE AND DOWNSPOUT SIZE AND WELL AS SQUARE FOOTAGE
	BEING DRAINED. DOWNSPOUTS SHALL DISCHARGE A MINIMUM 1
	FOOT FROM THE STRUCTRUE SIDEWALLS OF BUILDING.

	8. INFORMATIONAL: AN IRRIGATION PERMIT AND PLANS ARE
	REQUIRED. THIS CAN BE SUBMITTED BY THE IRRIGATION
	CONTRACTOR SEPARATELY AFTER BLDG PERMIT IS ISSUED.
	SECTION 106.3.5.1.3.

	9. SHTS L-1 & L-2 THE CERTIFICATE OF AUTHORIZATION,
	(FIRM LICENSE), IS REQUIRED IN THE TITLE BLOCK OF THE
	LANDSCAPE ARCHITECT PER FAC 61G1_16.004(2) & FS
	481.306.

	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	X		PERMIT EXTENSION
Rev No	1	Status	Date	2008-10-21			Cont ID
Sent By	dfulcher		Date	2008-10-21	Time	14:56	Rev Time	0.00
Received By	dfulcher		Date		Time		Sent To

Notes

2008-10-21 14:55:52

APP EXTENDED TO JAN 13, 2009 PY

Review Stop	Z			ZONING
Rev No	1	Status	P	Date	2008-03-25			Cont ID
Sent By	lfranco			Date	2008-03-25	Time	17:38	Rev Time	0.00
Received By	lfranco			Date	2008-03-25	Time	17:38	Sent To

Notes

2008-03-25 17:45:00	PLANNING AND ZONING: ** PASSED WITH PROVISO **

	1.RESPOND TO COMMENTS IN WRITING.

	2. THERE SHALL BE A 2-FOOT CLEARANCE BETWEEN THE
	BACK OF THE WHEEL STOP AND THE SIDEWALK OR CURB. PLACE
	HANDICAP SYMBOL'S BOTTOM, 2 FEET FROM THE EDGE OF THE
	PARKING STRIPE.REFER TO MARK-UPS ON SHEETS C-1 AND
	C-3.RE-SUBMIT SHEETS WITH CHANGES ACCORDINGLY.A
	COPY OF THE PARKING DETAIL IS ATTACHED.


	IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT ME BELOW.

	LINDA MIAFRANCO
	SENIOR PLANNER
	PLANNING AND ZONING DEPARTMENT
	TEL: (561) 822-1443
	EMAIL: [email protected]