City of West Palm Beach eGovPlus

Plan Review Details - Permit 05040948

Plan Review Stops For Permit 05040948

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2005-05-23			Cont ID
Sent By	jwitmer			Date	2005-05-23	Time	16:27	Rev Time	12.00
Received By	jwitmer			Date	2005-05-23	Time	16:27	Sent To

Notes

2005-05-24 00:00:00	BUILDING PLAN REVIEW
	PERMIT:05040948"STAYBRIDGE"
	ADD: 2200 45TH STREET
	CONT: PLAN REVIEW
	TEL: (727)639-3598
	FL BLD CODE= 2001 FLORIDA BUILDING CODE
	* WEST PALM BEACH AMENDMENTS

	1ST REVIEW
	ACTION: DENIED

	1) ONCE PLANS ARE READY FOR ISSUANCE A
	NOC WILL BE REQUIRED.PROVIDE NOC
	RECORDED WITH THE CLERK OF COURT BEFORE
	A PERMIT CAN BE ISSUED.

	2)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) 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 OCCUPAN
	CY CLASSIFICATION AS DEINED 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
	SRUCTURAL INSPECTIONS ON A THRESHOLD
	BUILDING PURSUANT TO A STRUCTURAL INSPEC
	TION PLAN PREPARED BY THE ENGINEER OF
	RECORD. THE STRUCTURAL INSPECTION PLAN
	MUST BE SUBMITTED TO THE ENFORCING AGEN-
	CY PRIOR TO THE ISSUANCE OF A BUILDING
	PERMIT FOR THE CONSTRUCTION OF A THRESH-
	OLD BUILDING. THE PURPOSE OF THE SRUCTUR
	AL INSPECTION PLAN IS TO PROVIDE SPECIF-
	IC INSPECTION PROCEDURES AND SCHEDULES
	SO THAT THE BUILDING CAN BE ADEQUATELY
	INSPECTED FOR COMPLIANCE WITH THE
	PERMITTED DOCUMENTS.

	4) 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 MIN-
	IMUM 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.

	5)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 CON-
	TAIN 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.

	6) NOTE, FOR ALL PLANS, REPORTS, PRODUCT
	APPROVALS, SHOP DRAWINGS REVISIONS AND
	SUBMITTALS PROVIDE (3) COPIES OF ALL
	DOCUMENTS.

	7) FBC 13-103.1.2 BEFORE A BUILDING
	PERMIT CAN BE ISSUED, THE SUBMITTED
	ENERGY CODE COMPLIANCE FORMS SHALL BE
	SIGNED BY THE BUILDING OWNER, THE
	OWNER'S ARCHETECT OR OTHER AUTHORIZED
	AGENT LEGALLY DESIGNATED BY THE OWNER.
	THE P.E. DID SIGN THE ENERGY FORM BUT
	WHEN SUBMITTED FOR PUBLIC RECORD:
	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.
	FL STATE STAT: 61G15-23.002 ENGINEERS
	FL ATATE STAT: 61G16.003 ARCHITECTS

	8) SHEET 0.02 BUILDING DATA, TYPE V,
	1 HR PROTECTED/ "SPRINKLERED". SEE TABLE
	600 FOR RATING.

	9) SHEET INDEX PLANS INDICATE THAT THE
	BUILDING IS TO BE FIRE SPRINKLERED,
	PROVIDE PLANS AND CALCULATIONS.
	903.8.1. ANY BUILDINGS WHICH IS 3
	STORIES OR MORE HEIGHT SHALL BE EQUIPPED
	WITH AN APPROVED AUTOMATIC SPRINKLER
	SYSTEM IN ACCORDANCE WITH 903.1.NOTE FOR
	A (4) STORY BUILDING A 13R SYSTEM CAN BE
	USED.

	10) SHEET A0.05:
	A) 4.8.3 RAMPS 4.8.3 REQUIRE 44" IF
	PART OF A MEANS OF EGRESS.
	B) 4.8(2) FL. LAW TOP LANDING REQUIRES
	60" AT THE TOP LANDING AND 72" CLEAR RUN
	FOR THE BOTTOM LANDING.
	C) 4.8(3) / FIGURE 17, SAME AS ABOVE
	REQUIRING 44" IF PART OF A MEANS OF
	EGRESS.

	11) SHEET A0.06 FIGURE 28 THE 3RD FIGURE
	TO THE RIGHT, WHERE THE PLAN INDICATES
	THE W.C. IS 18", THIS IS AN ABSOLUTE NOT
	A MINIMUM.

	12) SHEET A0.06 4.3.3 WIDTH SEE
	EXCEPTION 44" IF PART OF A MEANS OF
	EGRESS.

	13) SHEET A0.04 NOTE, POOL, SPA ,FENCE &
	SIGNAGE REQUIRE A SEPERATE PERMIT.

	14) SHEET A-1.06DETAIL#2PLANS INDICATE
	USE OF ASPHALT/ FIBERGLASS COMPOSITE
	ROOF SHINGLES, THE PRODUCT APPROVAL WAS
	TESTED UNDER PA 110 WHICH LIMITS THE USE
	TO A HEIGHT OF 33'. SEE LIMITATIONS 3.2.
	SEE A-10.09 DADE-COUNTY NOA LIMITATIONS
	3.1.

	15 FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	THERE ARE DETAILS FOR STO EFIS SYSTEMS
	BUT THE PRODUCT APPROVALS SUBMITTED ARE
	FOR DRYVIT, WHICH WILL BE USED.

	16) THE EFIS DETAILS USED ON A6.06-
	A6.08 DO NOT INDICATE WHAT TYPE OF WALL
	SHEATHING IS TO BE USEDNOR INTERIOR
	FINISH MATERIAL NOR THICKNESS, TABLE 600
	1 HR RATED FOR NON-LOADBEARING WALLS.
	PROVIDE UL RATING.

	17) A-6.08 DRAWING # 2.11,INDICATE
	COMPLIANCE,?1804.6.2.7.2 FOAM PLASTIC
	INSULATION SHALL BE PERMITTED BELOW
	GRADE ON FOUNDATION WALLS IN ACCORDANCE
	WITH ONE OF THE FOLLOWING CONDITIONS:

	1. WHEN IN ADDITION TO THE REQUIREMENTS
	OF ?2304.1.2, AN APPROVED METHOD OF
	PROTECTING THE FOAM PLASTIC AND
	STRUCTURE FROM SUBTERRANEAN TERMITE
	DAMAGE IS PROVIDED.
	2. WITHIN TYPES I, II AND IV
	CONSTRUCTION.
	3. ON THE INTERIOR SIDE OF BASEMENT
	WALLS.

	18) MISSING SHEETS S-0.01, S-0.02, S0.03
	& S1.01?

	19) FL. BLD CODE 1606.1.7 THE FOLLOWING
	INFORMATION RELATED TO WIND SHALL BE
	SHOWN ON THE CONSTRUCTION DRAWINGS,
	1)- BASIC WIND SPEED, MPH
	2)- WIND IMPORTANCE FACTOR, & BUILDING
	CATEGORY
	3)- WIND EXPOSURE
	4)- INTERNAL PRESSURE COEFFICIENT,
	5)- COMPONENTS & CLADDING, THE DESIGN
	WIND PRESSURES IN TERMS OF PSF.

	20A) SHEET S0.03, THE SIMPLIFIED
	PRESSURES INDICATED IN TABLE 1606.2 CAN
	ONLY BE USED TO 30' WITH MULTIPLIERS TO
	60'. DEPENDING ON THE POSITIVE &
	NEGATIVE PRESSURES REQUIRED FOR THIS
	BUILDING THE DRYVIT EFIS SYSTEM
	MAY BE LOW IN PRESSURES.THIS BUILDING
	HAS A MEAN ROOF HEIGHT OF 51'-0.

	20B) THE ARCHITECT DOES NOT INDICATE HOW
	HE DESIGNED THE BUILDING (WIND)AT ALL?

	20C) PLEASE INDICATE ON THE ELEVATIONS
	THE POSITVE & NEGATIVE PRESSURES, FOR
	THE WINDOWS, DOORS EFIS & ROOFING,
	INTERIOR ZONES AS WELL AS END ZONES.
	1606.1.1.

	21A) A-5.14 THE LAUNDRY CHUTE DOESN'T
	PROVIDE WHAT TYPE OF METAL FRAMING IS TO
	BE USED FOR THE CHIMNEYABOVE THE ROOF
	LINE.
	21B) NO INFORMATION ON HURRICANE
	STRAPPING FOR FRAMED CHIMNEY.
	21C) SHEET A5.07 DETAIL# 9 INDICATES USE
	OF WOOD 2X IN THE 2 HR SHAFT, AND WOOD
	WALL ABOVE THE ROOF LINE, IF SO PROVIDE
	THE UL LISTING.

	22) SHEET A6.03 ELEVATOR VENTING:
	A)IS A CONTINUATION OF THE 2HR RATED
	SHAFT, TABLE 705.2.1, PROVIDE THE 2 HR
	SHAFTRATING THROUGH TOBUT NOT
	INCLUDING THE CURB MOUNTED ON THE ROOF.

	B) PROVIDE ANCHORING (STRAPPING) DETAILS

	C) INDICATE THE STRTCHER REQUIREMENTS
	IN ONE OF THE ELEVATORS DETAILS:
	?3003.4.1 IN ALL STRUCTURES THAT ARE
	MORE THAN THREE STORIES HIGH OR IN
	WHICH THE VERTICAL DISTANCE BETWEEN
	THE BOTTOM TERMINAL LANDING AND THE
	TOP TERMINAL LANDING EXCEEDS 25 FEET
	(7.6 M) MUST BE CONSTRUCTED TO
	CONTAIN AT LEAST ONE PASSENGER
	ELEVATOR THAT IS OPERATIONAL AND WILL
	ACCOMMODATE AN AMBULANCE STRETCHER 76
	INCHES (1931 MM) LONG AND 24 INCHES
	(610 MM) WIDE IN THE HORIZONTAL
	POSITION.THIS ELEVATOR SHALL BE
	IDENTIFIED.

	23) PROVIDE DETAILS OF HOW THE EXHAUST
	DUCTS WILL BE VENTED TO THE ROOF. TABLE
	705.1.2 REEQUIRES 2 HR RATING FOR
	SHAFTS.

	24)) SHEETA-6.02 DETAIL 1 STAIR
	HANDRAILS:A) 11-4.9.4(1) HANDRAILS
	SHALL BE CONTINUOUS ALONG BOTH SIDES OF
	STAIRS. THE INSIDE HANDRAIL ON
	SWITCHBACK OR DOGLEG STAIRS SHALL ALWAYS
	BE CONTINUOUS SEE FIGURE 11-19(A) &
	FIGURE 11-19(B)).

	B) SAME SHEET DETAIL NUMBER 10:
	11-4.9.4(2) AT THE BOTTOM, THE HANDRAIL
	SHALL CONTINUE TO SLOPE FOR A DISTANCE
	OF THE WIDTH OF ONE TREAD FROM THE
	BOTTOM RISER; THE REMAINDER OF THE
	EXTENSION SHALL BE HORIZONTAL (SEE
	FIGURE 11-19(C) AND FIGURE 11-19(D)).
	HANDRAIL EXTENSIONS SHALL COMPLY WITH
	11-4.4.




	25 A-9.06 THE DOOR SCHEDULE INDICATES
	ALL STAIRWELL DOORS AS 60 MIN, TABLE
	705.1.2 REQUIRES 1 1/2 HR RATED DOORS
	FOR 2 HR RATED WALLS.

	26A) SHEET A-5.15/A-5.16, THERE IS A
	DISCREPANCY, ONE SHEET INDICATES A FLUE
	THE OTHER A VENTLESS SYSTEM.
	B) PROVIDE THE MANUFACTURES SPEC FOR
	THE VENTLESS FIREPLACE:SECTION 2809
	GAS APPLIANCES:GAS APPLIANCES SHALL BE
	INSTALLED AND VENTED IN ACCORDANCE WITH
	THE REQUIREMENTS OF THE FLORIDA BUILDING
	CODE, FUEL GAS.

	27)THE PLANS APPEARS TO HAVE ALOT OF
	DOORS ON THE FIRST FLOOR MISSING THE 18"
	CLEARENCE ON THE LATCH SIDE(PULL) OF THE
	DOOR, PLANS RED LINED.11-4.13.6
	MANEUVERING CLEARENCES AT DOORS. MINIMUM
	MANEUVERING CLEARENCES AT DOORS THAT ARE
	NOT AUTOMATIC OR POWER-ASSISTED SHALL BE
	AS SHOWN IN FIG. 25. THEFLOOR OR
	GROUND AREA WITH IN THE REQUIRED
	CLEARENCES SHALL BE CLEAR & LEVEL.

	28) SHEET A-2.01/ A-2.02 RESTROOM# 111 &
	112 ARE MISSING THE CLEAR FLOOR SPACE IN
	FRONT OF THE LAV, 11-4.24.5.

	29)SHEET A-10.11/ A-10.12 SUBMITTED A
	ROOFING REPORT FOR NON STRUCTURAL METAL
	ROOFING. THIS REPORT PRESSURE ISGOOD
	FOR ONLY 52.5 PSF. THIS ROOF WILL
	ENCOUNTER HIGHER PRESSURES THAN THIS IN
	ROOF ZONES 2 AND 3. SECOND PROBLEM THE
	ENGINEERING SHEETS THAT TIE TO THE FL
	COVERSHEET FROM C-BUCK ENGINEERING WERE
	NEVER SUBMITTED.

	30) SHEET A-10.13/ A-10.14 ARE FOR PGT
	HORIZONTAL SLIDERS ,THE FL COVERSHEET
	INDICATES THIS IS A NON-IMPACTWINDOW,
	SEE HIGHLIGHTED NOA# INDICATING NON-
	IMPACT RATING. THE SECOND ISSUE INDICATE
	WHICH TYPE OF GLAZING TO BE INSTALLED
	FOR PRESSURE RATINGS, MAY BE LOW VALUES.

	31) SHEET A-10.15/ A-10.16 SUBMITTED
	SHEETS FOR PGT FIXED GLAZING, INDICATE
	WHICH GLAZING SHALL BE USED TO SEE IF
	THE PRESSURES ARE MET.

	32)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) FIXED WINDOWS
	B) HORIZONTAL SLIDERS
	C) SWING DOORS- GLAZED
	D) SWING DOORS-SOLID
	E) MULLIONS
	F) LOUVERS
	G) EFIS SYSTEMS
	H) TRUSS ANCHORS
	I) ROOFING ASSEMBLIES
	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

	33)1707.4.3 EACH EXTERIOR DOOR ASSEMBLY
	NOT COVERED BY 1707.4.2
	(GLAZED DOORS) SHALL BE LISTED AND TEST-
	ED FOR A PERIOD EQUAL TO THE QUANITY
	3600/ V WHERE THE TIME PERIOD IS IN
	SECTIONS AND V IS IN MILES PER HR TAKEN
	FROM FIGURE 1606. THE TIME PERIOD SHALL
	ALSO INCLUDE A 10 SECOND PERIOD AT A
	LOAD EQUAL TO 1.5 TIMES THE DESIGN
	PRESSURE. DADE COUNTY & SBCCI REPORTS
	ARE ACCEPTED.

	34) 1707.4.5.1 MULLIONS OCCURRING
	BETWEEN INDIVIDUAL WINDOW AND GLASS
	DOOR ASSEMBLIES. TESTING REPORTS ARE
	REQUIRED BY AN APPROVED TESTING
	LABORATORY OR BE ENGINEERED.

	35) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
	ED TO TRANSFER THE DESIGN PRESSURE LOADS
	APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
	TO THE ROUGH OPENING SUBTRATE.

	36) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED, SHEET
	S-101 INDICATES THAT THE FOUNDATION
	DESIGN IS INCOMPLETE DEPENDING ON THE
	SOILS REPORT? PLANS DO NOT PROVIDE
	INFORMATION ON CAST IN PLACE CONCRETE
	PILES, LOCATION, GROUT, ETC.

	37) S-2.02 SECTION B PORT COCHERE
	INDICATES THE USE OF WOOD TRUSSES AND
	WOOD SHEATHING, TYPE II BUILDING, SEE
	TABLE 600 ROOFS & ROOF /CEILING
	ASSEMBLIES FOOTNOTE "E".

	38) S1.04 ROOF TRUSSES:
	A) PROVIDE UPLIFT FOR THE ROOF FRAMING
	MEMBERS, DIRECTION,MAGNITUDE OF THE
	LOADS TO BE RESISTED.1606.1.1/ 1606.1.3,
	PART OF THE MAIN WIND FORCE RESISTING
	SYSTEM.
	B)1707.3.1 JOIST HANGERS, FRAMING
	ANCHORS & SIMILAR DEVICES SHALL BE TEST-
	ED IN ACCORDANCE W/ ASTM D 1761 & BE
	LABELED AND LISTED FOR THEIR LOAD CARRY-
	ING CAPACITY.
	C) 1609.4.3 LOAD REDUCTION.
	WHEN STRUCTURAL EFFECTS DUE TO TWO OR
	MORE LOADS IN COMBINATION WITH DEAD LOAD
	ARE INVESTIGATED IN LOAD COMBINATIONS OF
	1609.4.1 OR 1609.4.2, THE COMBINED
	EFFECTS DUE TO THE TWO OR LOADS MULTI-
	PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
	LOADS SHALL NOT BE LESS THAN THE EFFECTS
	FROM THE LOAD COMBINATION OF THE DEAD
	LOAD PLUS THE LOAD PRODUCING THE LARGEST
	EFFECTS. INCREASE IN ALLOWABLE STRESS
	SPECIFIED IN THE MATERIALS SECTIONS OF
	THIS CODE OR A REFRENCED STANDARD SHALL
	NOT BE USED WITH THESE LOAD COMBINATIONS
	EXCEPT THAT A DURATION OF LOAD INCREASE
	SHALL BE PERMITTED IN ACCORDANCE WITH
	CHAPTER 23 (WOOD).

	39) SHEET M101-105 GENERAL NOTES
	INDICATE "PROVIDE A CONCEALED CONDENSATE
	STACK WITHIN THE OUTSIDE WALL, PROVIDE
	ADDITIONAL INFORMATION, ?705.6
	PENETRATIONS OF HORIZONTAL ASSEMBLIES.
	ALL PENETRATIONS OF A FLOOR, FLOOR
	/ CEILING ASSEMBLY, OR THE CEILING
	MEMBRANE OF A ROOF/CEILING ASSEMBLY
	SHALL BE PROTECTED BY A SHAFT ENCLOSURE
	IN ACCORDANCE WITH 705.2 OR
	SHALL COMPLY WITH 705.6.1 THROUGH
	705.6.4. 705.6.1 THROUGH
	PENETRATIONS. THROUGH-PENETRATIONS OF
	FIRE RATEDHORIZONTAL ASSEMBLIES SHALL
	COMPLY WITH 705.6.1.1 OR 705.6.1.2.

	40) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	SHEET M-301 INDICATES THE USE OF ROOFTOP
	MAKE UP AIR AND EXHAUST UNITS, PROVIDE
	THE FRAMING AND ANCHORING DETAILS.

	41) SHEET A-5.06 COVERED ENTRY INDICATES
	THE USE OF STEEL TRUSSES AND TOUNGE AND
	GROOVE DECKING NO NO ADDITIONAL
	INFORMATION?

	42)DAVID I WALLACE & ASSOCIATES, P. A.,
	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.

	43)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.

	44) ADDITIONAL FEES DUE, CALCULATED
	VALUE FOR THIS BUILDING IS :
	$6,776,174.00

	WHEN RESUBMITTING PLANS PLEASE INDICATE
	THE REVISION & REMOVE & REPLACE ANY
	PAGES AS NECESSARY. A TRANSMITTAL LETTER
	LISTING THE ORIGINAL REVIEW COMMENT NUM-
	BER, WITH A DESCRIPTION OF THE REVISION
	MADE, IDENTIFYING THE SHEET OR SPECIFICA
	TION PAGE WHERE THE CHANGES CAN BE FOUND
	WILL HELP TO EXPEDITE YOUR PERMIT. THANK
	YOU FOR YOUR ANTICIPATED COOPERATION.
	BUILDING PLAN REVIEW
	JIM WITMER
	TEL: (561)805-6715
	FAX: (561)659-8026

Review Stop	E			ELECTRICAL
Rev No	1	Status	F	Date	2005-05-03			Cont ID
Sent By	dpalmer			Date	2005-05-03	Time	08:14	Rev Time	6.00
Received By	dpalmer			Date	2005-04-27	Time	14:42	Sent To

Notes

2005-05-03 00:00:00	********* UNSAT ***********

	REVIEW FOR STAYBRIDGE SUITES *
	THIS IS UBMITTED FOR PLAN REVIEW ONLY
	AND NOT SUBMITTED FOR PERMIT.
	PLEASE SEE THIS WAS SUBMITTED UDNER THE
	SAME ADDRESS AS THE "FAIRFILED INN
	SUITES".

	1)NOTE: PLEASE SEE 240.4C
	WHERE THE OVERCURRENT DEVICE IS RATED
	OVER 800 AMPERES, THE AMPACITY OF THE
	CONDUCTORS IT PROTECTS SHALL BE EQUAL TO
	OR GREATER THAN THE RATING OF THE
	OVERCURRENT DEVICE DEFINED IN 240.6.
	PLEASE SEE CONDUCTORS SHOWN ARE ONLY
	RATED FOR 2100A'S.
	310.15,110.14C1

	2)NOTE: PLEASE IDENTIFY FOOTER STEEL AS
	PART OF THE GROUNDING ELECTRODE SYSTEM
	AS REQUIRED UNDER 250.50.

	3)NOTE: PLEASEMSB MAY HAVE AN
	ADDITIONAL "SHUNT TRIP" , HOWEVER THE
	MCB MUST STILL MEET 230.76,230.79.
	PLEASE NOTE ON PLANS/RISER/PANEL
	SCHEDULE.

	4)NOTE: PLEASE SEE FEEDERS SHOWN ON
	RISER DIAGRAM FOR PANEL "M". THIS NOTES
	FEEDER SCHEDULE #28. PLEASE SEE OCP FROM
	MSB IS 600A'S AND FEEDER IS ONLY RATED
	FOR 380A'S.
	310.16,240.4

	5)NOTE: PLEASE SEE GROUND FLR ELECTRICAL
	ROOM DOORS. PLEASE SEE REQUIRED
	"OUT-SWING" FOR DOORS PER 110.26. PLEASE
	ALSO NOTE ON PLANS FOR PANIC HARDWARE
	REQUIRED ETC.

	6)NOTE: PLEASE CLARIFY ARC FAULT
	PROTECTION PER 210.12 2002 NEC.
	PLEASE SEE INDIVIDUAL UNITS ARE NOT
	LABELED FOR CIRCUITING, IT IS UNCLEAR
	WHEATHER ARC FAULT PROTECTION IS
	PROVIDED FOR ALL RECEPTS, LTS ETC.

	7)NOTE: PLEASE PROVIDE CIRCUITING ON
	UNIT LAYOUTS AND COORELATE WITH THE
	PANEL SCHEDULES SUBMITTED.
	CIRCUITING SHOWN ON POWER PLANS DO NOT
	ISOLATE.

	8)NOTE: PLEASE SEE 2002 NEC FOR GFI
	PROTECTION OF RECEPTS IN KITCHENS.
	PLEASE SEE KITCHEN AREA IN BREAKRM, AND
	KITCHEN AREA FOR BUFFET AREA.
	210.8B3

	9)NOTE: PLEASE SEE 210.60, ALL RECEPTS
	IN "GUEST RMS" AND SUITES ARE TO MEET
	210.52. PLEASE SEE THERE ARE SOME
	EXCEPTIONS PERMITTED, HOWEVER THERE
	APPEARS TO BE SOME MISSING.
	PLEASE SEE 2' OF WALL SPACES WOULD BE
	REQUIRED UNDER 210.52, PLEASE SEE
	PENINSULAR IN KITCHENS ALSO PER 210.52C3

	10)NOTE: PLEASE PROVIDE WIND LOADING FOR
	SITE LIGHTING POLES.
	THIS WILL BE REQUIRED AT THIS TIME AND
	REVIEWED BY BLDG PLAN REVIEW TO MEET FBC
	140MPH.

	11)NOTE: PLEASE CLARIFY WHERE ELEVATOR
	MACHINE RM LIGHTING CAN BE LOCATED.
	PLEASE SEE 620.23,24 FOR MIN REQUIRED
	BRANCH CIRCUITS. ELEV CLOSET RECEPT
	BRANCH CIRCUIT WAS LOCATED.

	12)NOTE: PLEASE SEE PANEL "P" MENTIONS
	"IN ELECTRICAL ROOM" BUT THIS PANEL
	COULD NOT BE LOCATED ON PLANS IN ANY OF
	THE ELECTRICAL ROOMS SHOWN. PLEASE
	CLARIFY??
	215.5

	13)NOTE: PLEASE BE SURE TO SEE ANY
	POSSIBLE COMMENTS FROM OTHER REVIEWER(S)
	WHICH MAY HAVE AN AFFECT ON ELECTRICAL
	PLANS.

	14)NOTE: PLEASE BE SURE TO REMOVE ANY
	OLD/VOIDED SHEETS AND ONLY INSERT NEW
	REVISED SHEETS INTO COMPLETE SETS FOR
	REVIEW AND STAMPING.

	PLEASE SUBMIT THE ABOVE INFORMATION FOR
	REVIEW. IF THERE ARE ANY QUESTIONS,
	PLEASE DO NOT HESITATE TO CALL.

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



2005-05-02 00:00:00	NOTES TO FOLLOW.5/2/05
2005-04-27 00:00:00	1 ROLL IN ELEC FOR REVIEW.

Review Stop	ENG			ENGINEERING CSD
Rev No	1	Status	F	Date	2005-06-03			Cont ID
Sent By	mamini			Date	2005-06-03	Time	10:25	Rev Time	0.55
Received By	mamini			Date	2005-06-03	Time	10:25	Sent To

Notes

2005-06-03 00:00:00	FAILED:

	1. PLEASE SUBMIT CIVIL PLANS FOR OUR
	REVIEW AND APPROVAL.NOTE THAT STORM
	WATER CALCULATIONS FOR ENTIRE SITE AND
	POLLUTION PREVENTION PLANS SHOULD BE
	INCLUDED IN THIS SUBMITTAL.
	2. PLEASE SUBMIT CIVIL PLANS TO THE
	PUBLIC UTILITIES AND ENGINEERING FOR
	THEIR APPROVAL OF THE CONNECTIONS TO THE
	CITY' SERVICES, ATT; MANNY GONZALEZ,
	494-1085. NOTE THAT CIVIL PLANS MUST BE
	APPROVED BY THEM PRIOR TO GETTING PERMIT
	FROM THE CONSTRUCTION SERVICES DEPT.

	IF ANY QUESTION PLEASE CONTACT 805-6723
	MOHAMMAD R. AMINI

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	2005-06-02			Cont ID
Sent By	mwennerg			Date	2005-06-02	Time	15:22	Rev Time	0.00
Received By	mwennerg			Date	2005-06-02	Time	15:22	Sent To

Notes

2005-06-02 00:00:00	**FAILED**

	1) LOCKING CAPS ARE REQUIRED ON THE FIRE
	DEPARTMENT CONNECTION.

	2) LIFE SAFETY SHALL COMPLY WITH NFPA
	101, 2003 EDITION.

	3) ALL CONSTRUCTION, ALTERATION AND
	DEMOLITION TO COMPLY WITH NFPA 241.

	4) SEPARATE SHOP DRAWING AND PERMITS ARE
	REQUIRED FOR FIRE SPRINKLER AND FIRE
	ALARM SYSTEMS.

	5) NEW FIRE ALARM SYSTEMS SHALL BE
	MONITORED FOR UL CERTIFIED CENTRAL
	STATION SERVICE.

	6) TEMPORARY STANDPIPES ARE REQUIRED
	WHEN THE BUILDING REACHES 3 STORIES OR
	30 FEET IN HEIGHT.

	7) FIRE DEPARTMENT CONNECTIONS MUST
	REMAIN ACCESSIBLE, AND BE LOCATED NO
	FURTHER THAN 150' FROM THE CLOSEST FIRE
	HYDRANT.

	8) PLEASE INDICATE THE OCCUPANT LOAD FOR
	THE POOL AND DECK AREAS.

	9) PLEASE PROVIDE THE PRESCRIPTIVE
	STRENGTH REQUIREMENTS FOR ALL HANDRAILS
	AND GUARDRAILS.

	10) PLEASE PROVIDE MORE DETAILS IN
	REGARDS TO THE CARD READERS, AND WHAT
	ISSUES IF ANY WILL THEY RAISE IN
	EXITING.

	11) 2A-10B,C FIRE EXTINGUISHERS SHALL BE
	PLACED TO SATISFY THE 75' TRAVEL
	DISTANCE REQUIREMENT.

	12) TACTILE SIGNAGE IS REQUIRED AT ALL
	EXIT DOORS.

	13) IT APPEARS THAT ADDITIONAL EXIT
	SIGNS WILL BE NEEDED TO SATISFY THE 100'
	TRAVEL REQUIREMENT BETWEEN SIGNS.

	14) AN ADDRESS NUMBER IS REQUIRED TO BE
	INSTALLED ON THE BUILDING, A MINIMUM OF
	6" IN HEIGHT AND CONTRASTING TO THE
	BACKGROUND.

	15) PLEASE PROVIDE INTERIOR FINISH
	CLASSIFICATION OF THE WALLS AND
	CEILINGS.

	16) LOCAL REQUIREMENTS REQUIRE THE DUCT
	SMOKE DETECTORS TO BE WIRED INTO THE
	FIRE ALARM SYSTEM TO CAUSE A GENERAL
	FIRE ALARM, AND NOT A SUPERVISORY
	SIGNAL.

	17) A CHAIN AND LOCK IN ADDITION TO
	ELECTRONIC SUPERVISION WILL BE REQUIRED
	ON THE DOUBLE CHECK DETECTOR ASSEMBLY.

	18) PLEASE ILLUSTRATE STRETCHER
	ACCESSIBILITY IN ELEVATORS.

	19) PLEASE SHOW THE LOCATIONS OF LIVING
	UNIT SINGLE STATION SMOKE DETECTORS.

	20) ARE THE ELEVATOR LOBBIES ABOVE THE
	FLOOR OF EXIT DISCHARGE FIRE RATED?

	21) A KNOX BOX WILL BE REQUIRED.

	22) PLEASE SHOW EXISTING AND NEW FIRE
	HYDRANT LOCATIONS.

	23) NO FIRE PROTECTION OF LIFE SAFETY
	DRAWINGS WERE SUBMITTED.


	MIKE WENNERGREN, A/CAPTAIN
	WPBFR(561) 835-2951 OR 805-6722

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2005-06-07			Cont ID
Sent By	shill			Date	2005-06-07	Time	13:37	Rev Time	0.00
Received By	shill			Date	2005-06-07	Time	13:37	Sent To	Z

Notes

2005-06-07 00:00:00	PERMIT APPLICATION SENT TO ZONING BOX
	PLANS ON SHELF
	EMAILED SHIRLEY

Review Stop	I			INCOMING/PROCESSING
Rev No	1	Status	N	Date	2005-06-13			Cont ID
Sent By	mmclean			Date	2005-06-13	Time	08:54	Rev Time	0.00
Received By	mmclean			Date	2005-04-18	Time	14:13	Sent To

Notes

2005-04-18 00:00:00

TO "COMM" BD#42/PLANS ON "COMM" RACK

Review Stop	M			MECHANICAL (A/C)
Rev No	1	Status	F	Date	2005-05-15			Cont ID
Sent By	hmoser			Date	2005-05-15	Time		Rev Time	0.00
Received By	hmoser			Date	2005-05-15	Time	12:52	Sent To

Notes

2005-05-15 00:00:00	PLAN DENIED
	1) PLEASE SHOW RETURN AIR LOCATION
	ANDDUCT SIZES.
	2)PLEASE INDICATE FRESH AIR ON PLANS.
	3) PLEASE SUPPLY MANUFACTURE
	INSTALLATION INSTRUCTIONS ON VPAC UNITS.
	PLAN REVIEW BY HAROLD MOSER 561-805-6732

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2005-06-03			Cont ID
Sent By	kstevens			Date	2005-06-03	Time	08:00	Rev Time	10.25
Received By	kstevens			Date	2005-06-02	Time	18:52	Sent To

Notes

2005-06-03 00:00:00	DENIED
	REFERENCE: FBC-2001 PLUMBING
	FBC-2001 FUEL CODE
	FBC-2001 BUILDING
	FBC-2001 CHAPTER 1
	FBC-2001 CHAPTER 11
	FLORIDA ADMINISTRATIVE CODE
	FLORIDA STATUTES

	1. PLANS SHALL BE ROUTED TO DBPR HOTEL &
	RESTURANT DIVISION FOR REVIEW PRIOR TO
	RESUBMITTING TO THE CITY WPB FOR REVIEW.
	SUBMIT A MINIMUM OF 3 SETS OF PLANS
	STAMPED BY DBPR WITH THE TWO PAGE "WORK
	SHEETS" ATTACHED TO EACH SET. SECTION
	101.4.7.
	2. INDICATE IF FOOD WILL BE PREPARED ON
	SITE OR IF ALL FOOD WILL BE PREPACKAGED
	FOOD FOR COMSUMPTION. TO DETERMINE IF A
	GREASE INTERCEPTOR IS REQUIRED CONTACT
	RODNEY COMPO, ENVIRONMENTAL COMPLIANCE.
	(561) 473-4074, FAX (561) 659-7458, OR
	E-MAIL [email protected]. PLEASE SUBMIT HIS
	DETERMINATION WITH PLANS.
	3. SHT A-0.04 SEPARATE POOL PERMIT
	REQUIRED. SECTION 104.1.1.
	4. SHT A0.06 TUB & SHOWER DETAIL, SHOW
	MEASURMENTS FOR CONTROLS. SECTIONS
	11-4.20.5 & 11-4.21.5.
	5. SHTS A-2.01 & A-2.02 TOILET ROOMS.
	SHOW CLEAR FLOOR SPACE FOR EACH
	ACCESSIBLE FIXTURE. SHOW TURNING AREA IN
	EACH TOILET ROOM, NOT REQUIRED IN STALL.
	SECTION 11-4.22.3
	6. SHTS A-2.01 & A-2.02 SUBMIT
	CALCULATIONS FOR MINIMUM FACILITIES PER
	TABLES 1103.1 & 403.1 FOR ALL COMMON
	AREAS. SHOW THE SQUARE FOOTAGE OF EACH
	COMMON AREA ON THE FLOOR PLAN.
	7. SHT A-2.02 SINK IN EMPLOYEE BREAK
	ROOM SHALL COMPLY WITH SECTION 11-4.24
	AND ALL SUBSECTIONS. (FORWARD APPROACH
	IS REQUIRED MAXIMUM 19" UNDERNEATH THE
	SINK. SINK SHALL BE CENTERED ON THE 30"
	WIDTH OF THE CLEAR FLOOR SPACE).
	8. PER TABLE 403.1 A SERVICE SINK IS
	REQUIRED.
	9. SHTS A-2.10 & A-2.11 SEE COMMENT #5
	CONCERNING REQUIRED TURNING AREA.
	10. ALL RAIN WATER DOWNSPOUTS AND
	CONDENSATE SHALL DRAIN A MINIMUM OF 1FT
	FROM THE STRUCTURAL WALL. SECTION
	1503.4.4.
	11. SHT A-8.04 DETAIL #11 SHOW THE
	FOLLOWING TO SHOW COMPLIANCE: FOR THE
	W/C:
	A. HEIGHT 11-4.16.3
	B. GRAB BARS 11-4.16.4
	C. FLUSH CONTROLS 11-4.16.5
	LAV:
	A. HEIGHT & CLEARANCES 11-4.19.2
	B. EXPOSED PIPES & SURFACES 11-4.19.4
	C. FAUCETS 11-4.19.5
	DETAIL #10 SAME AS FOR DETAIL #11 PLUS
	URINAL:
	A. HEIGHT 11-4.18.2
	B. FLUSH CONTROLS 11-4.18.4
	DETAIL #5 SAME AS #11 EXCEPT FOR SECTION
	11-4.19.4 EXPOSED PIPES & SURFACES.
	12. SHT P-2.01 GENERAL NOTES:
	#2 GOVERNING CODE IS FBC-2001 NOT 2002
	OBC OR 2002 OHIO PLUMBING CODE. PLEASE
	CORRECT.
	#12 REVISIONS WILL BE REQUIRED FOR ALL
	CHANGES TO A SIGNED/SEALED/DATED SET OF
	PLANS.
	#27 AIR CHAMBERS ARE NOT APPROVED PER
	SECTION 604.9. DELETE FROM REFERENCE.
	#29 CONDENSATE SHALL BE PIPED
	SEPARATELY FROM THE BUILDING AND
	CONNECTED TO STORM, A CATCH BASIN OR TO
	DRYWELL/PLANTED AREA.
	13. SHT P-2.01 PIPING SCHEMATIC AT WATER
	HEATERS:
	A. 160 DEGREE TO AIR HANDLERS, SHOWS
	WATER GOING TO THE AIR HANDLERS, BUT NO
	RETURN. PLEASE CLARIFY SECTION 104.2.1.
	- A CHECK OF THE MECHANICAL PLANS DOES
	NOT SHOW 160 DEGREE WATER PIPED TO THE
	AIR HANDLERS. PLEASE SUBMIT A DETAIL AND
	MORE INFORMATION ON THIS SYSTEM. SECTION
	104.2.1.
	B. T&P DRAINAGE SHALL DRAIN TO A FLOOR
	SINK OR HUB DRAIN. FLOOR DRAINS ARE NOT
	APPROVED INDIRECT WASTE RECEPTORS.
	SECTIONS 802.3 & 802.3.2.
	C. DIELECTRIC UNIONS ARE NOT APPROVED
	FOR WATER PIPING USAGE. DIELECTRIC
	COUPLINGS SHALL BE USED.
	D. 2-1/2" STUB OUTS W/BY-PASS FOR
	FUTURE SOFTENER (HOT WATER ONLY) APPEARS
	TO BE ON THE COLD WATER INLET PIPING.
	PLEASE CLARIFY. SECTION 104.2.1.
	14. SHTS P-3.01, P-3.02, & P-3.03 SANT.
	RISER DIAGRAMS, TUBS AND SHOWERS REQUIRE
	A TRAP. SECTION 1002.1. - RISER DIAGRAMS
	DO NOT REFLECT THE FLOOR PLANS. PLEASE
	SUBMIT RISER DIAGRAMS IN AN ISOMETRIC
	FORM THAT REFLECT THE FLOOR PLAN, AND
	MEET CODE REQUIREMENTS. SHOW ALL PIPE
	SIZES, VENTS AND DFU FOR EACH RISER.
	SECTION 104.2.1.
	15. SUBMIT A BUILDING DRAIN SANITARY
	ISOMETRIC SHOWING ALL PIPE SIZES, DFU'S
	AS THEY ACCUMULATE IN THE SYSTEM, AND
	SHOW RISER LOCATIONS WITH RISER
	DESIGNATION NUMBERS. SECTIONS 104.2.1 &
	104.3.1.1.
	16. SHTS P3.04, P-3.05, & P-3.06 WATER
	RISER DIAGRAMS, FULL OPEN VALVES ARE
	REQUIRED ON THE BASE OF EVERY WATER
	RISER PIPE. SECTION 606.1(3).
	17. SUBMIT A WATER RISER DIAGRAM IN
	ISOMETRIC FORM FOR THE LAUNDRYAND ALL
	COMMON AREAS SHOWING ALL PIPE SIZES,
	VALVES, AND WATER HAMMER ARRESTORS,
	(WHERE REQUIRED BY SECTION 604.9).
	18. SUBMIT A WATER RISER DIAGRAM IN
	ISOMETRIC FORM FOR THE WATER
	DISTRIBUTION SYSTEM SHOWING THE LOCATION
	OF THE WATER ENTERING THE BUILDING, ALL
	PIPING NOT SHOWN ON RISERS, ALL PIPE
	SIZES, WATER HAMMER ARRESTORS, LOCATION
	OF WATER RISERS CONNECTING TO
	DISTRIBUTION LINE WITH RISER DESIGNATION
	NUMBERS ECT. SECTIONS 104.2.1 AND
	104.3.1.1.
	19. SUBMIT A CONDENSATE RISER DIAGRAM
	SHOWING ALL PIPE SIZES, MATERIAL, AND
	TERMINATION POINT. SECTIONS 104.2.1. &
	104.3.1.1.
	20. THE FOLLOWING INFORMATION IS
	REQUIRED FOR A GAS PERMIT:
	A. SUBMIT AN ISOMETRIC DRAWING THAT
	CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
	AND CORRESPONDING LENGTHS PER FBC-2001
	FUEL GAS CODE.
	B. SHOW TYPE OF PIPING MATERIAL BEING
	INSTALLED, ALL PIPE SIZES, (AND THE EDH
	NUMBER OF CORRUGATED STAINLESS STEEL
	TUBING FOR EACH PIPE SIZE IF BEING USED.
	C. TYPE OF GAS, (LP OR NATURAL)
	D. BTU LOAD OF EACH APPLIANCE AND THE
	TOTAL BTU LOAD ON THE SYSTEM. REFER TO
	THE FBC-2001 FUEL GAS CODE SECS. 401.8
	THRU 402.5.2 AND TABLES 402(1) THRU
	402(34).
	E. SHOW THE DISTANCE FROM THE POINT OF
	DELIVERY, (METER), TO THE MOST REMOTE
	OUTLET IN THE BUILDING AND/OR SYSTEM PER
	FBC-2001 FUEL GAS CODE APPENDIX A - USE
	OF CAPACITY TABLES (A)(3).
	F. SHOW THE DISTANCE FROM THE POINT OF
	DELIVERY, (METER), TO THE MOST REMOTE
	OUTLET IN THE BUILDING AND/OR SYSTEM PER
	FBC-2001 FUEL GAS CODE APPENDIX A - USE
	OF CAPACITY TABLES (A)(3).
	G. INDICATE THE DELIVERY PRESSURE (PSI)
	PER FBC-2001 FUEL GAS CODE SEC. 402.2.
	NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
	H. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
	EQUIPMENT TO VERIFY COMPLIANCE WITH
	STANDARDS NFPA 54, NFPA 58, AND THE
	FBC-2001 FUEL GAS CODE SEC 402.2
	I. CLEARLY SHOW THE LOCATION AND CAP-
	ACITY OF LP TANK(S), TYPE OF TANK (DOT
	OR ASME), THE DISTANCE OF THE TANK FROM
	THE BUILDING AND ADJACENT PROPERTY LINES
	THE DISTANCE OF THE TANK FROM ALL SOUR-
	CES OF IGNITION, OTHER CONTAINERS, BUILD
	INGS, AND THE LOCATION OF ANY BUILDING
	OPENINGS BELOW THE RELIEF VALVE OF THE
	TANK PER NFPA 58, TABLE 3-2.2.2.
	J. CLEARLY INDICATE ON THE PLAN IF THE
	LP TANK IS ABOVE OR BELOW GROUND, AND
	SHOW REQUIRED PROTECTION OF THE TANK AND
	APPURTENANCES PER NFPA 58. IF THE TANK
	IS BELOW GROUND THE CONTAINER SHALL BE
	SECURILY ANCHORED PER NFPA 58 SECTION
	3-2.2.7(H).

	REVIEW BY KEN STEVENS
	(561) 805-6721
	FAX (561) 653-2692
	E-MAIL [email protected]

Review Stop	Z			ZONING
Rev No	1	Status	P	Date	2005-06-13			Cont ID
Sent By	mmclean			Date	2005-06-13	Time	08:54	Rev Time	0.00
Received By	mmclean			Date	2005-06-13	Time	08:54	Sent To

Notes

***NONE***