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Plan Review Details - Permit 05040945

Plan Review Stops For Permit 05040945

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	F	Date	2005-05-23			Cont ID
Sent By	jwitmer			Date	2005-05-18	Time	07:15	Rev Time	0.00
Received By	sgraham			Date	2005-06-09	Time	07:33	Sent To

Notes

2005-05-18 00:00:00	BUILDING PLAN REVIEW
	PERMIT:05040945
	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 II,
	NOT 1 HR PROTECTED, SEE TABLE 600 FOR
	RATING OF STRUCTURAL COMPONENTS & FOR
	EXTERIOR WALLS.

	9) SHEET 0.02 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.

	10) SHEET 0.03: HOTELS: R1 OCCUPANCY,
	A) 4.7.3 RAMPS 4.7.3 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 0.04 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 0.05 4.3.3 WIDTH SEE EXCEPTION
	44" IF PART OF A MEANS OF EGRESS.

	13) SHEET 0.1.3 NOTE, POOL, SPA ,FENCE &
	SIGNAGE REQUIRE A SEPERATE PERMIT.

	14) SHEET 1.1 NOTE 14 TYPE II BUILDING
	REQUIRES FIRE RETADANT TREATED WOOD,
	BACKING, ETC, SEE 609.2.1.

	15) SHEET 1.7, 2.1 PLANS 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.

	16) FL BLD CODE *104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	THERE SEEMS TO BE A DISCREPANCY BETWEEN
	THE STRUCTURAL AND ARCHITECTURAL PLANS.
	A2.1 DETAIL 5.5A/01 INDICATES 2"X6"
	WOOD WALLS, SECTIONS THROUGH VARIOUS
	EXTERIOR DETAILS INDICATE METAL STUD
	WALLS WITH EFIS SYSTEM WHERE AS S-1.03
	INDICATES EXTERIOR WALLS TO BE
	REINFORCED MASONARY WALLS.

	17) 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.

	18) THE EFIS DETAILS USED ON A2.3/ A2.4
	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.

	19) 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 72', ASCE 7-98
	WILL BE REQUIRED FOR CALCULATING THE
	DESIGN PRESSURES FOR BUILDINGS IN EXCESS
	OF 60' IN HEIGHT.FBC 1606.1.1.S-0.01
	WIND LOADS INDICATES DESIGNED BY ASCE 7
	WHICH VERSION?
	19B) THE ARCHITECT DOES NOT INDICATE HOW
	HE DESIGNED THE BUILDING AT ALL?

	20) 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.

	21) A5.3 WALL SECTIONS INDICATE THE USE
	OF WOOD TRUSSES, TYPEII BLDG- SECTION
	604, STRUCTURAL MEMBERS INCLUDING
	TRUSSES, GIRDERS AND ROOFS (PLYWOOD)
	SHALL BE OF NON-COMBUSTIBLE MATERIALS
	AND ARE PROTECTED BY 1HR CONSTRUCTION
	(TABLE 600). ANNOTE PLANS FOR CODE
	COMPLIANCE.

	22) SHEET A5.9 LAUNDRY CHUTE, TABLE
	705.1.2 REQUIRES A 2 HR RATED SHAFT:
	A) THE SHAFT WALLS STOP AT THE FLOOR
	LINE PLANS INDICATE A 2 LAYER 2X

	B) THE RATED SHAFT STOPS BENEATH THE
	ROOF DECK

	C) ABOVE THE ROOF DECK NO SHAFT (2 HR
	RATING) IS REQUIRED.

	D) PLANS DO NOT INDICATE WHAT TYPE OF
	MATERIAL THE INTERNAL FRAMING OR
	SHEATHING IS COMPOSED FROM (CHIMNEY).

	E) INFORMATION ON HURRICANE STRAPPING

	23) SHEET A5.9 ELEVATOR VENTING:
	A)IS A CONTINUATION OF THE 2HR RATED
	SHAFT, TABLE 705.2.1, PROVIDE THE 2 HR
	SHAFTRATING THROUGH TO THE VENT,
	INDICATE WHICH ASSEMBLY WILL BE USED.

	B) 3003.6.3 THE AREA OF THE VENTS SHALL
	BE NOT LESS THAN 3 SQ FT FOR EACH
	ELEVATOR CAR, WHICHEVER IS GREATER.
	SINCE THERE IS (2) ELEVATOR CARS, A
	MINIMUM OF 6 SQ FT OF CLEAR VENT AREA IS
	REQUIRED. THE 28" VENT WILL BE ADEQUATE,
	INDICATE ON THE TERMINATION CAP THE
	CLEAR AREA HXW = X SQ FT.

	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.

	24) SHEET A5.9 EXHAUST DUCT DETAIL# 08
	HAS THE SAME PROBLEM AS THE LAUNDRY
	CHUTE THE SHAFT IS NOT CONTINIOUS FROM
	FLOOR TO FLOOR, THERE IS WOOD 2X'S IN
	THE SHAFT CONSTRUCTION, PROVIDE THE
	ASSEMBLY WITH THIS APPLICATION, ALSO IF
	BUILT TO FLOOR/ CEILING AND NOT
	CONTINIOUS:705.7.1 JOINTS INSTALLED
	IN OR BETWEEN FIRE RESISTANT WALLS, FIRE
	RESISTANT FLOORS OR FLOOR/ CEILING
	ASSEMBLIES AND FIRE RESISTANT ROOFS OR
	ROOF/ CEILING ASSEMBLIES SHALL BE
	PROTECTED BY AN APPROVED FIRE RESISTANT
	JOINT SYSTEM DESIGNED TO RESIST THE
	PASSAGE OF FIRE FOR A PERIOD NOT LESS
	THAN THE REQUIRED FIRE RESISTANCE RATING
	OF THE WALL, FLOOR OR FLOOR IN OR
	BETWEEN WHICH IT IS INSTALLED.

	25) SHEET 6.2 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 5:
	11-4.9.4(3) THE CLEAR SPACE BETWEEN
	HANDRAILS AND WALL SHALL BE 1-1/2 INCHES
	(38 MM).

	C) 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.

	26) A-9.06 DOOR SCHEDULE DOORS TO THE
	STAIR TOWERS TO BE 60 MIN TABLE 705.1.2
	REQUIRESA 1 1/2 HR RATED DOOR.

	27) SHEET A5.15/A5.16
	A) DISCREPANCY, A5.15 DETAIL 1 INDICATES
	A FLUE WHILE THE NEXT PAGE INDICATES A
	VENTLESS FIRE PLACE.

	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) A-201/ A-202, THERE ARE NUMEROUS
	DOORS THAT DO NOT HAVE THE REQUIRED18"
	CLEAR ON THE PULL LATCH SIDE.
	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. THE FLOOR OR GROUND AREA WITH
	IN THE REQUIRED CLEARENCES SHALL BE
	CLEAR & LEVEL.

	28) SHEET A-2,01 RESTROOMS 112, DOORS
	SWING INTO THE REQUIRED CLEAR FLOORSPACE
	FOR FIXTURES, 11-4.19.3.





	31) SHEET A-10.06/A-10.07/ A-10.08
	ADDITIONAL INFORMATION IS REQUIRED,
	SUBMITTED IS A FLORIDA COVER SHEET
	LISTING FL 3627, WHICH TIES TO PRODUCT
	EVALUATION REPORTS FROM FRANK L BENNARDO
	A MIAMI-DADE REPORT WAS SUBMITTED. THERE
	IS A DIFFERENT FL# (FL#379) FOR THE
	MIAMI-DADE REPORT. PROVIDE THE CORRECT
	FLORIDA COVERSHEET WITH THE ASSOCIATED
	REPORT.

	32) 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.

	33) 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.

	34) 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.

	35)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) EXTERIOR GLAZED HORIZONTAL SLIDING
	DOORS
	D) SWING DOORS- GLAZED
	E) SWING DOORS-SOLID
	F) MULLIONS
	G) LOUVERS
	H) EFIS SYSTEMS
	I) TRUSS ANCHORS
	J) 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

	36)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.

	37) 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.

	38) 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.

	39) 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.

	40) 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".

	41) S1.04 ROOF TRUSSES:
	A)TYPE II BUILDING ROOF- NONCOMBUSTIBLE
	STRUCTURAL ELEMENTS TRUSSES & WOOD DECK.
	B) 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.
	C)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.
	D) 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).

	42) SHEET A-5.2 SECTION 02, BUILDING
	SECTION B-B:

	A) DEMONSTRATE COMPLIANCE WITH:
	2305.2.2 3. OTHER BUILDINGS.IN
	FLOOR/CEILING ASSEMBLIES SO THAT
	HORIZONTAL AREAS DO NOT EXCEED 1,000 SQ
	FT (92.9 M^2).
	2305.2.3(3) WHERE APPROVED SPRINKLERS
	ARE PROVIDED, DRAFTSTOPPING SHALL BE
	REQUIRED FOR AREAS OVER 9,000 SQ FT (836
	M^2).

	B)SEE NOTE FOR VENTILATION AND DRAFT
	STOPPING "LOCAL CODE REQUIREMENTS",
	104.2.1 W.P.B. ADMINISTRATIVE CODE
	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 AND
	THE TECHNICAL CODES "SHALL NOT BE CITED
	AS A WHOLE OR IN PART, NOR THE TERM
	"LEGAL" OR ITS RQUIVALENT BE USED AS A
	SUBSTITUTE FOR SPECIFIC INFORMATION".

	C)(WOOD)?2309.7.1 FOR GABLED AND HIPPED
	ROOFS, VENTILATION SHALL BE PROVIDED TO
	FURNISH CROSS VENTILATION OF EACH
	SEPARATE ATTIC SPACE WITH WEATHER
	PROTECTED VENTS.ALL VENTS SHALL BE
	SCREENED TO PROTECT THE INTERIOR FROM
	INTRUSION OF BIRDS.THE RATIO OF
	TOTAL NET FREE VENTILATING AREA TO THE
	AREA OF THE CEILING SHALL BE NOT LESS
	THAN 1/150.

	43) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	SHEET A-5.3 INDICATES THE USE OF GABLE
	TRUSSES WITH A LOWER ROOF AND HIGHER
	SECTION OF TRUSS CREATING A WALL SECTION
	BETWEEN THE TO ROOF SYSTEMS. PROVIDE A
	SECTION INDICATING THE ROOF BRACING OF
	WALL.

	44) SHEET M101-107 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.

	45) FL BLD CODE 104.2.1.2
	ADDITIONAL INFORMATION REQUIRED,
	SHEET M-201 INDICATES THE USE OF ROOFTOP
	MAKE UP AIR AND EXHAUST UNITS, PROVIDE
	THE FRAMING AND ANCHORING DETAILS.

	46) SHEET A-5.5A SECTION# 9, INDICATES
	THE USSE OF 5/8" TYPE"X" GYPSUM SOFFIT
	BOARD FINISH. PROVIDE REPORT FOR THIS TO
	BE AN ACCEPTABLE APPLICATION FOR THIS
	PRODUCT (PRODUCT APPROVAL). ES REPORTS
	INDICATE THIS ISTO BE USED FOR
	CEILINGS IN CARPORTS WHAT FINISH
	APPLICATION IS TO BE USED?

	47)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.

	48)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.

	49) ADDITIONAL FEES DUE, CALCULATED
	VALUE FOR THIS BUILDING IS :
	$6,195,792.00.

	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	2005-04-28			Cont ID
Sent By	dpalmer			Date	2005-04-28	Time	15:23	Rev Time	8.00
Received By	dpalmer			Date	2005-04-27	Time	14:44	Sent To

Notes

2005-05-02 00:00:00	*** ALL ELECTRICAL ROOMS PER 110.26,
	DOOR SWINGS, PANIC HARDWARE ETC.
2005-04-28 00:00:00	********* UNSAT *********

	FAIRFIELD INN 6- STORY
	PLANS SUBMITTED FOR "PLAN REVIEW" ONLY
	AND NOT SUBMITTED FOR PERMIT.


	1)NOTE: PLEASE SEE ALL BACKGROUNDS FOR
	ELECTRICAL PLANS ARE VERY FAINT AND
	UNABLE TO VIEW CORRECTLY.
	PLEASE ALSO SEE ALL PLANS TO BE
	SUBMITTED ARE REQUIRED TO BE A MIN OF
	1/8" SCALE.
	104.2.1

	2)NOTE: PLEASE SHOW LOCATION OF ALL
	ELECTRICAL PANELS, DISCONNECTS ETC ON
	PLANS. UNABLE TO LOCATE ANY ON PLANS.
	PLEASE ALSO SHOW PANELS ETC IN
	ELECTRICAL RMS AS REQUIRED.
	PLEASE INCLUDE PROPOSED FIRE PUMP RM
	ETC.
	110.26,215.5

	3)NOTE: PLEASE SEE FAC 61G1-16.004 AND
	FS 481.219 FOR MISSING REQUIRED
	INFORMATION ON/IN TITLE BLOCKS.
	THIS IS REQUIRED FOR ALL TRADES AND FOR
	ALL SHEETS WHEATHER OR NOT COMMENT IS
	MADE BY OTHER REVIEWER(S).

	4)NOTE: PLEASE SEE ELECTRICAL NOTES
	MENTIONS "PLANS TO COMPLY WITH:"??
	PLEASE COMPLETE NOTE AND PLEASE SEE WE
	ARE CURRENTLY UNDER THE 2002 NEC.
	215.5

	5)NOTE: PLEASE SEE 2002 NEC FOR GFI
	PROTECTION REQUIRED FOR "ALL" RECEPTS IN
	KITCHENS.210.8B3
	PLEASE ALSO SEE RECEPTS LOCATED IN BREAK
	RM AND CLOSE PROXIMITY TO SINKS. 6'
	210.8

	6)NOTE:PLEASE INCLUDE ALL CIRCUITING ON
	PLANS AND CORRELATE WITH PANEL SCHEDULES
	SUBMITTED.
	PLEASE SEE ROOM TYPICAL DETAILS ALSO.

	7)NOTE: PLEASE SEE SOME ROOMS APPEAR TO
	SHOW MORE THAN ONE SINGLE POLE SWITCH
	CONTROLLING THE SAME DEVICE. THESE
	SHOULD BE 3-WAYS?

	8)NOTE: PLEASE SEE DETAIL ON E4.1.1E
	REFERS TO #7 ON E4.4F, HOWEVER THIS
	DEATIL FOR CIRCLED NOT SHOWN.??

	9)NOTE: PLEASE SOME BATHRMS DO NOT
	INDICATES RECETPS AS GFI?
	210.8A3

	10)NOTE: PLEASE SEE CIRCUITING LABELD ON
	MSB. PLEASE CORRELATE CIRCUITS # WITH
	PLANS.
	215.5

	11)NOTE:PLEASE SEE NOTE #1 , PLEASE
	SHOW ELEVATOR EQUIPMENT RMS. PLEASE SEE
	620.23,620.24 FOR MIN CIRCUITING
	REQUIRED.
	CIRCUITS SHOWN ON PANEL SCHEDULE 6C, BUT
	UNCLEAR IF THESE ARE FOR "CARS" OR
	MACHINE RM?

	12)NOTE: PLEASE SHOW ALL CONTINUOUS
	LOADS AT 125% ON EACH PANEL ALSO.THIS
	MAY BE A NOTE, IF INDEED THESE LOADS ARE
	ALREADY FIGURED AT 125%.
	IT IS NOTED THAT MAIN SERVICE CONTAINS
	THE 125% ALREADY.
	215.3,230.42 ETC.

	13)NOTE: PLEASE CORRELATE ALL CONDUCTOR
	SIZES SHOWN ON EQUIPMENT SCHEDULE WITH
	PANEL SCHEDULES FOR EACH.
	215.5
	PLEASE SEE MIN AWG FOR OCP AND KW LOADS.
	310.16,240.4

	14)NOTE: PLEASE SEE EQUIPMENT SCHEDULE
	MENTIONS REFERENCE TO NOTE #7 ON E1.00,
	YET NO E-1.00 COULD BE LOCATED IN SETS??
	215.5

	14)NOTE: PLEASE VERIFY FEEDERS INDICATED
	FOR 200A PANELS, 2A -6A.
	SHOWN AS 500MCM?
	THIS IS ONLY A NOTE:

	15)NOTE: PLEASE SEE FIRE PUMP IS SHOWN
	BEING FED FROM MSB. PLEASE SEE 695.3,
	THIS "ISNOT" PERMITTED.
	PLEASE ALSO SEE FIRE PUMP IS SHOWN WITH
	A ADDITIONAL FEED FROM FPL THROUGH AN
	ATS??
	PLEASE SEE NO SIZE OF FIRE PUMP IS
	SHOWN?
	PLEASE SEE NO MAIN SHOWN FOR THIS?
	PLEASE SEE NO INFORMATION SUBMITTED FOR
	FIRE PUMP?
	PLEASE SEE THIS IS PHYISCALLY
	IMPOSSIBLE.
	PLEASE SUBMIT ALL INFORMATION FOR FIRE
	PUMP, ATS, GENERATOR ETC.
	PLEASE SUBMIT MANUFACTURE SPEC SHEETS
	FOR ALL EQUIPMENT.
	PLEASE INCLUDE PRIME MOVER FOR
	GENERATOR.
	PLEASE SEE MISSING DISCONNECTING MEANS
	PER 225.31-225.36.
	PLEASE SEE MISSING EQUIPMENT GROUNDING
	FOR FEEDS TO FIRE PUMP.
	250.110,250.122
	PLEASE SEE MISSING INFORMATION FOR
	LOCKED ROTOR PER 695.4B1
	PLEASE SHOW ALL LOCATIONS OF ALL
	EQUIPMENT ON ELECTRICAL PLANS.

	16)NOTE: PLEASE CORRELATE GROUNDING
	ELECTRODE CONDUCTOR SIZES ON PLANS.
	PLEASE SEE ONE LOCATION SHOWS 4/0 AND
	THE OTHER 3/0?
	250.66

	17)NOTE: PLEASE VERIFY SEC'S SHOWN.
	THIS IS ONLY A NOTE AND NO CODE
	VIOLATION EXIST FOR SEC'S.

	18)NOTE: PLEASE SEE PANEL "L" IS SHOWN
	ON RISER TO BE FED FROM MSB, HOWEVER MSB
	SCHEDULE DOES NOT INDICATE THIS ?
	PLEASE CORRELATE.215.5

	19)NOTE: PLEASE SEE FIRE REVIEW COMMENTS
	PERTAINING TO FIRE ALARM PLANS REQUIRED.

	20)NOTE: PLEASE SEE OTHER POSSIBLE
	COMMENTS FROM OTHER REVIEWER(S) WHICH
	MAY HAVE AN AFFECT ON ELECTRICAL PLANS.

	PLEASE BE SURE TO REMOVE ALL OLD/VOIDED
	SHEETS AND ONLY INSERT NEW SHEETS INTO
	THREE COMPLETED SETS FOR REVIEW AND
	STAMPING.

	*** PLEASE SEE DUE TO THE AMOUNT OF
	MISSING INFORMATION ON PLANS, A COMPLETE
	REVIEWFOR CODE COMPLIANCE CAN NOT BE
	DONE AT THIS TIME.

	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]




	*** PLEASE SEE DUE TO THE AMOUNT OF
	MISSING INFORMATION ON PLANS, A COMPLETE
	REVIEWFOR CODE COMPLIANCE CAN NOT BE
	DONE AT THIS TIME.
2005-04-27 00:00:00	1 ROLL IN FOR ELECTRICAL 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	08:19	Rev Time	0.50
Received By	mamini			Date	2005-06-03	Time	08:19	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	2005-05-25			Cont ID
Sent By	mwennerg			Date	2005-05-25	Time	10:56	Rev Time	0.00
Received By	mwennerg			Date	2005-05-25	Time	10:56	Sent To

Notes

2005-05-25 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	3	Status	N	Date	2005-11-15			Cont ID
Sent By	adarroug			Date	2005-11-15	Time	08:50	Rev Time	0.00
Received By	adarroug			Date	2005-11-15	Time	08:50	Sent To

Notes

2005-11-15 00:00:00

WAITING FOR "COMM" BD

Review Stop	I			INCOMING/PROCESSING
Rev No	2	Status	N	Date	2005-06-07			Cont ID
Sent By	shill			Date	2005-06-07	Time	13:38	Rev Time	0.00
Received By	shill			Date	2005-06-07	Time	13:38	Sent To	Z

Notes

2005-06-07 00:00:00	APPLICATION SENT TO ZONING BOX
	PLANS ON SHELF
	EMAILED S GRAHAM

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	14:12	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				Cont ID
Sent By				Date	2005-05-14	Time		Rev Time	0.00
Received By	hmoser			Date	2005-05-16	Time	07:21	Sent To

Notes

2005-05-14 00:00:00	PLAN DENIED
	1) BATHROOM EXHAUST MUST BE INSTALLED IN
	A 2HR.SHAFT.PER SECTION 607.4 FLOOR
	PENETRATION FBC(M)
	2) PAGE M1.01 AIRHANDLER #3 NEEDS FAN
	SHUTDOWN.SECTION 606 FBC(M)
	3) ALL METERALS IN RETURN AIR PLENUM
	MUST BE NONCOMBUSTIBLE SECTION 602.2.1
	FBC(M)
	4) PLEASE SHOW FRESH AIR DUCT FOR
	AIRHANDLERS 1 THROUGH 6 ON PLANS.
	5) PLEASE SHOW LOCATION AND DUCT SIZE
	FOR RETURN AIR ON AIRHANDLERS 1,2,3,6
	6) IF EXHAUST FANS AER LOCATED ON ROOF
	PLAESE REFER TO SECTION 306.6 FBC(M)
	PLAN REVIEW BY HAROLD MOSER 561-805-6732

Review Stop	P			PLUMBING
Rev No	1	Status	F	Date	2005-06-04			Cont ID
Sent By	kstevens			Date	2005-06-04	Time	08:33	Rev Time	6.33
Received By	kstevens			Date	2005-06-04	Time	08:33	Sent To

Notes

2005-06-04 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 0.1.3 SEPARATE POOL PERMIT
	REQUIRED. SECTION 104.1.1.
	4. SHT 3.1 TOILET ROOMS. SHOW CLEAR
	FLOOR SPACE FOR EACH ACCESSIBLE FIXTURE.
	SHOW TURNING AREA IN EACH TOILET ROOM. .
	SECTION 11-4.22.3
	5. 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.
	6. SHT 3.1 SINK IN EMPLOYEE BREAK ROOM
	#156 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).
	7. SHT P1.01 INDICATE THE USE OF FD1 IN
	VENDING ROOM 154. IF USED FOR INDIRECT
	WASTE, A FLOOR SINK OR HUB DRAIN IS
	REQUIRED. SECTIONS 802.3 & 802.3.2.
	8. SHT P1.01 BUILDING DRAIN LINE DOES
	NOT REFLECT PIPING SHOWN ON SHT P-5.01.
	PIPING ON SHT P-5.01 SHOWS THE LAUNDRY
	ROOM CONNECTING UPSTREAM OF RISER S/3
	CONNECTION TO BUILDING DRAIN. CORRELATE
	PLANS. SECTION 104.2.1.
	9. SHT P2.01 WATER HEATER SCHEMATIC:
	A. T&P LINE SHALL BE PIPED TO AN
	APPROVED INDIRECT WASTE RECEPTOR. FLOOR
	SINK OR HUB DRAIN REQUIRED. FLOOR DRAINS
	ARE NOT APPROVED WASTE RECEPTORS.
	SECTIONS 802.3 & 802.3.2.
	B. SCHEMATIC SHOWS 2-1/2" STUB OUTS FOR
	FUTURE WATER SOFTENER (HOT ONLY), BUT IT
	APPEARS TO BE ON THE COLD WATER SIDE OF
	THE HEATERS. PLEASE CLARIFY. SECTION
	104.2.1.
	C. DIELECTRIC UNIONS NOT APPROVED FOR
	WATER DISTRIBUTION SYSTEM. DIELECTRIC
	COUPLINGS SHOULD BE USED.
	10. SHT P-201 GENERAL PLUMBING NOTES:
	#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 OR PLANTED AREA.
	11. 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.
	12) SHT P-3.01 ALL SANT. RISER DIAGRAMS,
	(EXCEPT S/16), DO NOT REFLECT THE FLOOR
	PLAN, NOR DO THEY MEET CODE REQUIREMENTS
	A. RISER S/15 EW1 NOT SHOWN ON RISER.
	B. RISERS SHALL REFLECT THE SANT.
	LAYOUT ON SHTS P-4.01 & P-4.02.
	C. A VENT STACK SHALL BE REQUIRED FOR
	EVERY DRAINAGE STACK THAT IS FIVE BRANCH
	INTERVALS OR MORE. SECTION 903.2.
	D. EVERY VENT STACK SHALL CONNECT TO
	THE BASE OF THE DRAINAGE STACK. THE VENT
	STACK SHALL CONNECT AT OR BELOW THE
	LOWEST HORIZONTAL BRANCH. SECTION 903.4.
	13. 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).
	14. 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.
	15. SUBMIT A CONDENSATE RISER DIAGRAM
	SHOWING ALL PIPE SIZES, MATERIAL, AND
	TERMINATION POINT. SECTIONS 104.2.1. &
	104.3.1.1.
	16. 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).
	17. AN RPZ BACKFLOW IS REQUIRED ON THE
	WATER SERVICE TO THE BUILDING. SECTION
	608.13.2.
	18. BACKFLOW PROTECTION IS REQUIRED FOR
	POOL WATER SUPPLY. THIS CAN BE INDICATED
	ON THE POOL PLANS WHEN SUBMITTED.
	19. ALL INFORMATION REQUIRED BY FAC
	61G1-16.004 & FS 481.219 TO BE IN THE
	TITLE BLOCK OF THE ARCHITECT.

	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.

	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			Cont ID
Sent By				Date	2005-06-08	Time	Rev Time
Received By				Date	2005-06-08	Time	Sent To

Notes

2005-06-10 00:00:00	REVIEWED BY SHIRLEY GRAHAM, ASSOCIATE
	PLANNER 822-1435